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PP - 18800 ORILLIA RD - KING COUNTY TRANSFER STATION - PERMITS AND PLANS (2)
18800 ORILLIA RD ASSOCIATED PERMITS 19-F-117 11-F-139 12-5-081 13-F-167 12-5-134 11-5-079 La King County Department of Natural Resources and Parks Solid Waste Division Bow Lake Recycling Transfer Station Final Design 2009 - Southwest Building Perspective th:1,. E F G EGRE'. PATHWAY, 111' TO ACCESSIBLE EXIT MI I IN r - 1M I. EGRESS ATHWAY, • 111' TO ACCESSIBLE EXIT MN MI AREA OF -R€FU EGRESS PATHWAY — -` EGRESS PATHWAY, 0100' TO ACCE Sli 1111111:'■ • Norm 100' TO ACCESSIBLE EXIT 0 EGRESS PA AY 109'TOA SSIBLEEXIT BUILD NGNG—wk. _ — r— ---- -----w" .. _ EGRESS PATHWAY, ` ir4 111111 111111 (C08) EGRESS PATHWAY, ESSIBLE EXIT ROOM OCCUPANCY SUMMARY RM NO RM NAME/USAGE AREA (SF) OCC LOAD Q am COMPACTOR BAY 6,574 66 CO1A COMPACTOR BAY EXTENSION 795 8 TOP LOAD BAY 1,564 16 ( CO3 ) VESTIBULE 97 1 O 204 ELEVATOR MACHINE ROOM 66 1 ( CO5 ) ELECTRICAL 559 2 ( CO6 ) MECHANICAL 316 2 C07 UNISEX TOILET 94 1 UNISEX TOILET 95 1 ( BREAK ROOM 204 3 "C09) C10 STORAGE 132 1 ELEVATOR HOISTWAY 61. 1 ( STA BUILDING STAIR A STAIRWELL 175 2 ( STC ) BUILDING STAIR C STAIRWELL 164 2 OCCUPANT LOAD PER 1004.1.2 PLAN SYMBOL OCCUPANCY TYPE OCCUPANT LOAD FACTOR AREA OCCUPANT LOAD INDUSTRIAL AREAS 100 GROSS 10,346 SF 104 ACCESSORY. STORE/MECH 300 GROSS 1,007 SF 4 TOTAL OCCUPANT LOAD 108 M 0 0 r - BUILDING GROSS AREA (CITY OF TUKWILA) GROSS FLOOR AREA (IBC -1002) EGRESS PATHWAY 1 HR FIRE WALL 2HR FIRE WALL 111 PANIC HARDWARE PER IBC 1008.1.9 ENLARGED FLOOR PLAN COMPACTOR LEVEL TSO BUILDING SCALE: 1/8" = 1'-0" 5 0 5 10 15 20 1/8 =1 —0 Scale Feet 6079 1F $TEREDCT I ARCHITE DOUGLAS L BRINLEY STATI 01 WA/IWITON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 �1" 5/6/09 90X SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION King County I KPG Department of Natural Resources and Parks Solid Waste Division 753 919 Avenue N 1117 Broadway Seattle, WA 96109 Suite 501 (206) 266-1640 Tacoma, WA 96402 wwwxp.can (253) 627-9720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING CODE SUMMARY COMPACTOR LEVEL PROJECT NUMBER: C00405C09 SRI. OF: DRAWING NUMBER: CS101 90% SUBMITTAL CLlal 0 ul 50 1.3 Lai 0 m E tto 8 86 000 0 O O O 0 E.5 0 62' DIAGONAL. BETWEEN ACCESSIBLE ITS SEE NOTE 1 0 0 0 0 0 TIPPING FLOOR 0 ROOM OCCUPANCY SUMMARY RM NO RM NAME/USAGE AREA (SF) OCC LOAD (,111 ) RECEIVING FLOOR 39,223 393 112 TIPPING FLOOR 16,792 168 113 STORAGE 197 1 ( 114 ) NORTH RISER ROOM 63 1 115 ELECTRICAL CLOSET 66 1 ( 118 ) SELF—HAUL ENTRANCE 1,779 18 ( 401 ) NORTH PROCESSING AREA 5,625 57 NOTES: 1. REFER TO SHEET CS103 FOR ROOM OCCUPANY SUMMARY OF THE TSO BUILDING. 20 EGRESS FATHWAY, (112 EGRESS PATHWAY, 11 144' TO ACCESSIBLE EXIT 144' TO AQCESSIBLE EXIT GRESS Pithiw Y// / I I%EGRESS PATHWAY,4' ' / ' i x39' TO CCE§SIBL EX O CCESSIBLE IT I + 1 l4 /?1TTlll11 IIIIIIIIIIIIII OCCUPANT LOAD PER 1004.1.2 PLAN SYMBOL OCCUPANCY TYPE OCCUPANT LOAD FACTOR AREA OCCUPANT LOAD ACCESSORY STORE/MECH 300 GROSS 373 SF 2 BUSINESS AREAS 100 GROSS 1,868 SF 19 INDUSTRIAL AREAS 100 GROSS 68,128 SF 682 ASSEMBLY 15 NET 536 SF 36 TOTAL OCCUPANT LOAD 739 EGR 165 SS PATHWAY, EGR PATHWAY, 0 ACCESSIBLE EXIT 11 165 ACCESSIBLE EXIT ]II�CiNM]IIMIY PAIRODASPAI V////4 1\\\\\I 1HR FIRE WALL 2HR FIRE WALL 111=1111 • MINIM 111101•10 BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) GROSS FLOOR AREA OUTLINE (IBC1002) PH PANIC HARDWARE PER IBC 1008.1.9 . EGRESS PATHWAY I I I FLOOR PLAN LEVEL 1 TRANSFER BUILDING & TSO SCALE: 1/16" = 1'-0" 1/16"=1'-0 0 0 0 5 0 10 20 30 40 Scale Feet 607a \ REGISTEREDI ARCHITECT DOUGLAS L. BRINLEY STATE OP WAtN/pTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING 0 �1" 5/6/09 90% SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION L.41 King County Department of Natural Resources and Parks Solid Waste Division KPQ 75390 Avenue N Seattle, WA 96109 (206) 286-1640 www.l�p.can 1117 Broadvay Sale 501 Tacoma, WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING CODE SUMMARY TIPPING & RECEIVING LEVELS PROJECT NUMBER: C00405C09 SHIT. OF: DRAWING NUMBER: CS102 90% SUBMITTAL W 0 4i 0 cies 6 8 0- 0- - C1 - Y r 0 0 0 0 rn S ay \..aaaaaaaaaaaaa.. aa�aaacm.«<<.NENNNININS 0 \•i�66`�Z"a'rlbaiiiiii ESS PATHWAY, U' 0 ACCESSIBLE EXIT e ---J EGRESS PATH) 78' TO ACCESS! 1■II2r IE TOP LOAD CHUIL ROOM OCCUPANCY SUMMARY RM NO RM NAME AREA (SF) OCC LOAD ( 101 ) LOBBY 280 3 ( 102) MULTI—PURPOSE ROOM 536 36 103 LOBBY 84 1 ( 104 ) UNISEX TOILET 65 1 RISER ROOM 502 6 ( 106 ) MISTING ROOM 390 4 107 HPU ROOM 602 7 ( 108 ) DUST COLLECTOR ROOM 869 9 109 LOADING AREA 1,732 18 110 UNISEX TOILET 74 1 111 COMMERCIAL RECEIVING FLOOR SEE CS102 SEE CS102 ( 112 ) SELF—HAUL TIPPING FLOOR SEE CS102 SEE CS102 ( 116 UNISEX TOILET 71 1 117 EPSS 125 2 ( 118 ) SELF—HAUL ENTRANCE SEE CS102 SEE CS102 ( CH1 ) MECHANICAL CHASE 26 1 ELH ELEVATOR HOISTWAY 61 1 STA BUILDING STAIR A STAIRWELL 241 3 BUILDING STAIR B STAIRWELL 226 3 ( STC ) BUILDING STAIR C STAIRWELL 98 1 NOTES: 1. FOR TSO OCCUPANT LOAD INFORMATION, SEE SHEET CS102. PROCESSING FLOOR TOP LOAD TIPPING FLOOR V////A 1HR FIRE WALL 2HR FIRE WALL PH PANIC HARDWARE PER IBC 1008.1.9 I\\\\\I ■■ BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) GROSS FLOOR AREA OUTLINE (IBC1002) ' EGRESS PATHWAY ENLARGED FLOOR PLAN LEVEL 1 EQUIPMENT LEVEL SCALE: 1/8" = 1'-0" 1/8=1-0 5 0 5 10 15 Scale 11 20 Feet 0079 �'REGIST RST I ARCHTEC DOUGLAS L BRINLEY STATI Q WAANOTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 5/6/09 90X SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 7539th Avenue N Seattle, WA 98109 (206)286-1640 wrfflig.com 1117 Broadway Sete 501 Tacoma, W596402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING CODE SUMMARY EQUIPMENT Sc LOADING LEVELS PROJECT NUMBER: C00405C09 SHT. OF: DRAWING NUMBER: CS103 90% SUBMITTAL I I YTT ROOM OCCUPANCY SUMMARY RM NO RM NAME AREA (SF) OCC LOAD ( 201 ) LOBBY 248 3 202 MECHANICAL 161 1 ( 203 ) CONFERENCE 696 47 O 204 OFFICE 1 173 2 OFFICE 2 174 2 206 COMM/SERVER ROOM 193 2 207 UNISEX TOILET 59 1 ®i. CUSTODIAL & STORAGE 66 1 ( 20_9 ) SUPERVISOR OFFICE 279 3 210 BREAK ROOM 352 4 ® COPY/VENDING ROOM 64 1 0 ( 212) WOMEN'S RESTROOM 173 2 21 MEN'S RESTROOM 201 3 ( 214 ) WOMEN'S LOCKER 171 4 LLV WOMEN'S SHOWER 36 1 ( 216 ) MEN'S LOCKER 643 13 O ( 217 ) MEN'S SHOWER 46 1 218 MEN'S LAUNDRY AREA 43 1 HALL 1 423 5 220 HALL 2 273 3 ® MECHANICAL CHASE 26 1 ® ELEVATOR HOISTWAY 61 1 ( STA ) BUILDING STAIR A STAIRWELL 254 3 BUILDING STAIR B STAIRWELL 227 3 OCCUPANT LOAD PER 1004.1.2 OCCUPANCY TYPE OCCUPANT LOAD FACTOR AREA OCCUPANT LOAD BUSINESS AREAS 100 GROSS 3,588 SF 36 LOCKER ROOMS 50 GROSS 979 SF 25 ACCESSORY STORE/MECH 300 GROSS 227 SF 1 :.+ i ASSEMBLY 15 NET 696 SF 47 TOTAL OCCUPANT LOAD 109 C//////f \\\\\\`I 1HR FIRE WALL 2HR FIRE WALL El PANIC HARDWARE PER 18C 1008.1.9 7 - - BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) GROSS FLOOR AREA OUTLINE (IBC1002) EGRESS PATHWAY AREA OF REFUGE -t ENLARGED FLOOR PLAN LEVEL 2 TSO LEVEL SCALE: 1/8" = 1'-0" i� 1/8=1-0 5 0 5 10 15 20 Scale Feet 6079 1REGIBTEREDCT I ARCF#TE DOUGLAS L BRINLEY UM OF WAMIGTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 5/6/09 90Z SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division IKPG- 753 9th Avenue N Seattle, WA 98109 (206) 286-1640 mimeo 1117 Broadway Suite 501 Tams, WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING CODE SUMMARY TSO LEVEL PROJECT NUMBER: C00405C09 SHT. OF: DRAWING NUMBER: CS104 90% SUBMITTAL er Jul 09. 2009 — 8:28am — P:\0239.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_CS301_FP.dwg ROOM OCCUPANCY SUMMARY RM NO RM NAME AREA (SF) OCC LOAD ( 501) CONTROL ROOM 197 2 ( 502) BREAK AREA 56 1 503 HALL 173 2 ( 504 ) UNISEX TOILET 47 1 OCCUPANT LOAD FACTOR 505 SERVER CLOSET 21 1 100 GROSS ( 506 ) STORAGE 14 1 100 GROSS ( 507 ) ELECTRICAL 13 1 9 OCCUPANT LOAD PER 1004.1.2 OCCUPANCY TYPE OCCUPANT LOAD FACTOR AREA OCCUPANT LOAD BUSINESS AREAS 100 GROSS 473 SF 5 ACCESSORY STORE/MECH 300 GROSS 48 SF 1 TOTAL OCCUPANT LOAD 6 ROOM OCCUPANCY SUMMARY RM NO RM NAME AREA (SF) OCC LOAD 601 RECYCLING AREA 584 6 602 ) WARMING ROOM 82 1 ( 603 ) STORAGE 21 1 OCCUPANT LOAD PER 1004.1.2 OCCUPANCY TYPE OCCUPANT LOAD FACTOR AREA OCCUPANT LOAD • BUSINESS AREAS 100 GROSS 82 SF 1 INDUSTRIAL AREAS 100 GROSS 737 SF 8 TOTAL OCCUPANT LOAD 9 V////A _Ib _•-111111111 �. �Iw*1111 iaJ= 31111111111 � 11111 U 1111111111 a 1111jiiillllllllllllli—d111111111111111111U u" i . II 11111111111111111 111111111111111111111 i1 FLOOR PLAN SCALEHOUSE SCALE FACILITY SCALE: 1/4" = 1'-0" 0010IIIIIfII1 o 1= 11= 1: III. I LI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111IIIIIlp 6213UILDING DAGONAL RECYCLING AREA ( 601 ) q EEEEI:{:::::•:al::p.••E .IE:::::EiEi)w:: {::i:E::il{?.li :ru:ra =rrIzz r • t- I I � 11STORAGCalkE 1 11 1HR FIRE WALL —■■— BUILDING GROSS AREA OUTLINE (CITY OF TUKWILA) 2HR FIRE WALL GROSS FLOOR AREA OUTLINE (IBC -1002) PH PANIC HARDWARE PER IBC 1008.1.9 EGRESS PATHWAY -- FLOOR PLAN RECYCLE BUILDING CODE SUMMARY SCALE: 1/4" = 1'-0" NM 2 0 2 4 6 8 10 1/4 =1 -0 Scale Feet 0079 \REGISTERED I ARCHITECT DOUGLAS L. BRINLEY 'TAM OP WAOHNOTON DESIGNED R. ABE DRAWN S. FISCHER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV 5/6/09 90X SUBMITTAL DATE CHK'D APP'D REVISION DESCRIPTION l King County Department of Natural Resources and Parks Solid Waste Division KPG- 753 911) henue N Seals, WA 98109 (206) 286-1640 wmv.lrp.com 1117 Broatka{ Sub 501 Tacna, WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SCALE FACILITY & RECYCLE BUILDING CODE SUMMARY FLOOR PLANS PROJECT NUMBER: C00405C09 SHT. OF: DRAWING NUMBER: CS301 90% SUBMITTAL 0 GUTTER — SL PE 2 12 SK11 GUTTER ELF—HAU NTRAN ELOW BLDG LADDER 2 SELF—HAUL EXIT BELOW SLOPE 0 S •PE 2 OPHOTOVOLTAIC ARRAY D PENTH•USE BLDG LADDER 1 0 0. 0 0 0 0 0 SLOPE 2:12 SK14 ENTRANCE BELOW COMMERCIAL EXIT BELOW valr GUTTER— ROOF PLAN ROOF TRANSFER & TSO BUILDING SCALE: 1/16" = 1'-0" 1/16 =1 —0 5 0 10 20 30 0 40 Scole Feet MOW 0079 NREGISTERED ARCIiTECT DOUGLAS L. BRINLEY STATE Or WABHIMITON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" 5/6/09 90% SUBMITTAL REV DATE CHK'D APP.!) REVISION DESCRIPTION L431 King County Department of Natural Resources and Parks Solid Waste Division KPQ 753 901 Avenue N 1117 Broadway Seattle, WA98109 WO 501 (206) 286-1640 Tacoma, WA 98402 wwx.lmg.com (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING ROOF PLAN PROJECT NUMBER: C00405C09 DRAWING NUMBER: A105 90% SUBMITTAL TRANSFER BUILDING ROOF TOS 325'-4" TSO ROOF (NOM) 302'-9" • TSO LEVEL 288'-7" TIPPING LEVEL (NOM) 273'-0" • RECEIVING LEVEL (NOM) 268'-6" a. TOP LOAD LEVEL 265'-6" (NOM) COMPACTOR LEVEL (NOM) 248-6" LEGEND SIDING TYPE 1 SIDING TYPE 2 CONCRETE ROOFING TYPE 1 TRANSLUCENT WALL PANELS TTTT 10 11 lump IRE 111111111111 111111111111111111■ PENTHOUSE, SEE D/A113 OPEN OPEN TRANSFER BUILDING ROOF T.O.S. 325'-4" TS0 ROOF (NOM) 43 302'-9" TIPPING LEVEL (NOM) "v 273'-0" d. RECEIVING LEVEL (NOM) 268`-6" # TOP LOAD LEVEL (NOM) / 265'-6" COMPACTOR LEVEL (NOM) 248'-6" IMF D Al31 SKYLIGHTS D BUILDING LADDER 4 'TY J SLOPE 2 1 nn SKYLIGHTS 12 BUILDING 12 SKYLIGHTS �//// /�■���/// •••, III +.�/ irk PENTHOUSE 1Iluwm,,,�/ IIIc/MLI LADDER 2 2 SLOPE w� //—'ll�lll n „..RRIII 1111111111'III III 11�MIIIJIe� I�I�� -ret-1.014111.11,111,11.1.1,1,1116:41. ���!�( �)(I� VIII■■111�.�I!■ 11■1111II�I 111 ■I I1�.. u n n n1 wnnwlrmnal I n ulllll�lll■IAIIM IIIIII IIIM�111111■ III1111111 VIII ILII �� I III;�p III it �" ■ �� I}ir'''�V n i IU' I1IOhI Ililllll Ivi IIII!IIItI ■ •f } ,� 1I1HIIImIm Imlml SELF—HAUL ENTRANCE 111111111 11111111111111 III 1110111111111111111111111111111111111111111 Iffil Hum .11111111-- n D A122 SKYLIGHTS P ` Am1 11 FAT IAtIIIII mllmmlll Kg\ AI n n mIIuk II1IIIllllf 1 1IIIlII *II SOI 1,% 114 1111n SITE STAIR 1 - BREAK ROOM \ TOP LOAD BAY SEE A/A114 COMPACTOR BAYS L____ -� EAST ELEVATION TRANSFER BUILDING SCALE: 1/16"=1'-0" BRACE FRAME SITE STAIR 3 SOUTH ELEVATION TRANSFER BUILDING SCALE: 1/16"=1'-0" SKYLIGHTS SITE STAIR 2 A A121 COMMERC AL ENTRANCE lIII11IImn1 AIIII MI f 1111 IIIb 1111111 111111111 ■ �� ,r ft'1' BRACE FRAME TRANSLUCENT WALL PANELS alissaiminemonni J 8079 \REGISTEREDGT I DOUGLAS L. BRINLEY STATE OP WAIIHROITON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 1" 5/6/09 90% SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division KPQ 753 918 Avenue N Seattle, WA 98109 (206) 286-1640 WeW.1482.com 1117 BraaQoay SuIe 501 Tacoma, WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING EXTERIOR ELEVATIONS SOUTH & EAST PROJECT NUMBER: C00405C09 SNT. or: DRAWING NUMBER: A111 90% SUBMITTAL 2009 — 8:28om — P:\ 239.2 — RWBECK BOW LAKE TS PHASE II\PH2_F. CD PHASES\A_A112_ELEV.dwg TRANSFER BUILDING ROOF T.0 S. 325'-4 A TIPPING LEVEL (NOM) 273'-0" TRANSFER BUILDING ROOF T.O.S. 325"-4" $ TIPPING LEVEL (NOM) 273'-0" A RECEIVING LEVEL (NOM) 268 —6" • 12 2 SLOPE OH F SKYLIGHTS 0' /rIIIIII11.1411 ~111MN� VOW`iwMe11111 �• SKYLIGHTS BUILDING LADDER 3 OH 12 Alk SLOPE 2® COMMERCIAL EXIT L NORTH ELEVATION TRANSFER BUILDING SCALE: 1/16"=1'-0" SELF—HAUL EXIT LEGEND SKYLIGHTS IIII��I 1111 11111 1 11I1I11111 II I III ■iI' drat � o r.u1111HMI 1i 1111 MINIM - '41111 RIM 11 11111111 1111,. II II II II ie L_ SELF—HAUL EXIT TRANSLUCENT WALL PANELS BRACE FRAMES BUILDING LADDER 1 BUILDING LADDER 2 PENTHOUSE, SEE D/A113 KYLIGHT 111111 11111 111 I IIuIRrin 111 WEST ELEVATION TRANSFER BUILDING SCALE: 1/16"=1-0" k SIDING TYPE 1 SIDING TYPE 2 CONCRETE ROOFING TYPE 1 TRANSLUCENT WALL PANELS T.O. CURB 304'-9" SOUTH PROCESSING LEVEL 265'-6" 9079 IREGI8TEREDCT I ARCIRE DOUGLAS L. BRINLEY STATE OP WAEIMOTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 119191911199111911111" REV 5/6/09 90R SUBMITTAL DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division KPG 753 915 Avenue 14 Seattle, WA 98109 (206) 286-1640 www*.com 1117 Broadway Suite 501 Tacoma, WA 98402 (253)827-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING EXTERIOR ELEVATIONS NORTH & WEST PROJECT NUMBER: C00405C09 SHT. OF: DRAWING NUMBER: A112 90% SUBMITTAL nn BUILDING LADDER 1 BUILDING LADDER 2 7 PENTHOUSE L r f L_ EA T Q WEST ENLARGED ELEVATION WEST WALL TSO BUILDING SCALE: 3/32"=1'-0" SOUTH NORTH ENLARGED ELEVATION PENTHOUSE TSO BUILDING SCALE: 1/4"=1'—O" SKYLIGHTS .••I 111111111111 BUILDING LADDER 1 EO E.5 OF OG nn 1101.1111111111 IIIItI 11 J II PENTHOUSE, .,,... SEE D A113 IU711il ��M1 11— t i 1nika eflI II • Y' • . . I1111111AI��IN 1111 MI I SKYLIGHTS 4 TRANSLUCENT WALL PANELS LEGEND SIDING TYPE 1 SIDING TYPE 2 CONCRETE ROOFING TYPE 1 TRANSLUCENT WALL PANELS ENLARGED ELEVATION SOUTH WALL TSO BUILDING SCALE: 3/32"=1-0" PENTHOUSE N ENLARGED ELEVATION EAST WALL TSO BUILDING SCALE: 3/32"=1'-0" 111111[11111111111 6079 NF EOISTERED ARCHITECT DOUGLAS L 8RINLEY MAT/ Of WAlNgTON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 X11 " 5/6/09 90% SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION Ul King County Department of Natural Resources and Parks Solid Waste Division 753 9th Avenue 6 Seattle, WA 98109 (206) 286-1640 1117 &GAT Sebe 501 Tacoma, WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TSO BUILDING & PENTHOUSE ENLARGED EXTERIOR ELEVATIONS PROJECT NUMBER: C00405C09 SR. OF: DRAWING NUMBER: A113 90% SUBMITTAL TRANSFER BUILDING T.O.S. 4 325-4" T NORTH PROCESSING AREA ( 401 TIPPING FLOOR -I�S OITCE N RECEIjING FLOOR NORTH END TRANSFER BUILDING SCALE: 1/8"=1'-0" TIPPING FLOOR RECEIVING FLOOR SOUTH END TRANSFER BUILDING SCALE: 1/8"=1'-0" 6079 1 REGISTERED ARCHITECT DOUGLAS L. BRINLEY STATE OP VIAINNOT014 DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" 5/6/09 9071 SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION L41 King County Department of Natural Resources and Parks Solid Waste Division KPG4 753 9Ih Avenue N Seattle, WA 98109 (206) 286-1640 www.kap.com 1117 Broadway Supe 501 Tacoma, WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER BUILDING BUILDING SECTIONS NORTH & SOUTH PROJECT NUMBER: C00405C09 SHT. OF: DRAWING NUMBER: A121 90% SUBMITTAL 02 X 0 g • r • 27P3INGG"LEVEL (NOMINAL) COMPACTOR LEVEL (NOMINAL) 248'-6" TRANSLUCENT PANELS CONCRETE M—UNE WALL • RECEIVING LEVEL (NOMINAL) 268'-6" 11 12 13 14 15 16 METAL WALL PANELS ■111■I1111i111111I1111� ■11■Lii I■■■■IIIII�IiI■111■11I11■I Ilii■■I ■111■■ 1111(11 0 A128 0 TRANSLUCENT PANELS 111111 u111 101111I111 IIfl CONCRETE A—LINE WALL METAL WALL PANELS 11 t SECTION TIPPING FLOOR TIPPING LEVEL TRANSFER BUILDING SCALE: 3/32"=1'-0" r 1... 1 f... 1.... ...1 0 t... _ ...1 f i 1 T" ' . 't ' 'l r '1 11 L m n m n 11111111111111111111111111 nn.. I VENT PIPE VEHICLE TIRE WASH SECTION RECEIVING LEVEL TRANSFER BUILDING SCALE: 3/32"=1'-0" RECEIVING FLOOR • 8079 N 1REOI8TEREDCT I ARCNTE DOUGLAS L. BRINLEY 'TAU OF WAOH NITON DESIGNED C. CONWAY DRAWN J. PALMER VERIFY SCALE BAR 15 ONE INCH ON ANSI "0" DRAWING 0 �1" 5/6/09 90X SUBMITTAL REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division KPC4 753 9th Avenue 81 SeaIOe, WA 98109 (206) 286-1640 rAv.kpg.com 1117 Broadway Suite 501 Tacoma. WA 98402 (253) 627-0720 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER BUILDING BUILDING SECTIONS EAST & WEST PROJECT NUMBER: C00405C09 SNT. OF: DRAWING NUMBER: A122 90% SUBMITTAL • s 8 3 8 8 a E i 5 r 5 0 1/16 =1 —0 Scale 10 20 00 40 Feet l P C1 10 C2 11 I I I I 12 HRP—C-1001-1.25 N 14 _i Np 15 1 NPW 16 —100-1.5 HRP—D-1001.5: 11 MING, AREA , , 1--A ,\ 1,� --L Iti \ v J • .v I tet\ \ \ I I� �Q4\ \\ -t----------- I A -0 0- 0- 0-- 0-- — — — -- HRP—K-1001-1.25 li TOP LOAD LEVEL +-{-- 1I - I I I I I I I I I ,,f' 11111 I 1 I I I 0--- __,_...i_7.---,-- , . I I I I I,kT --------- I 11 I I I I I I I L LI. I Li_._ ._LJ . L 4 , R-: 1 .t�' '' I I I I I! U — —1----L---L--1---L- 1 I SEE DWG M125 FOR CONTINUATION ° HRW—G-100-1.5 • WAR ING AREA MECHANICAL FLOOR PLA LEVEL 1 TRANSFER BUILDING & MECHANICAL SCALE: 1/16' = 1'-0" - _NWP,1-1 /21 W,3/4"TWR RACK PIPING T WALL. PIPING SHALL ITCH TO r DRAIN I , ESEW 4 i WARMING AREA • • • • • • • • • • • • • • 4 HRP—H-75-1.25 PROVI 6 � 6 (5 (56 E 1 20V/1 PH SOLENOID CONTROL VALVE IN 1-1/2" PIPE 0111ROP W/ PUSH BUTTON WASH 14CTIVATION CYCLE 'RM NO RM NAME HEAT TRACE 101 LOBBY 102 MULTI—PURPOSE ROOM 103 LOBBY 104 UNISEX TOILET 3 105 RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM X 109 LOADING AREA 110 UNISEX TOILET 5 111 COMMERCIAL RECEIVING FLOOR X 112 SELF—HAUL TIPPING FLOOR X 113 STORAGE X 114 STORAGE X 115 ELECTRICAL CLOSET X 115 UNISEX TOILET 4 NOTE: HEAT TRACING OF ALL WATER PIPING REQUIRED IN DESIGNATED ROOMS AND ALL EXTERIOR PIPING. DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1111.1111111111111111111 5/6/09 90X SUBMITTAL REV DATE CHK'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division LNS 7713 PIONEER WAY •131..11TE C 1319 HARBOR, WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TS° BUILDING TIPPING/RECEIVING LEVEL MECHANICAL PLAN PROJECT NUMBER: C00405C09 DRAWING NUMBER: 90% SUBMITTAL YARD WASTE TIPPING ROOF ABOVE r EMERGENCY GENERATOR © 0 0 COMPACTOR LEVEL AIR INTAKE RAINWATER TANK 2 30.00 SELF -HAUL EXIT 1111111111 11111 11111 1111111111 SELF -HAUL ENRANCE L_4.. YARD WASTE TIPPING -411 ME AlMi 464 111 LOBBY EMPLOYEE WARMING AREA STORAGE 0 SELF -HAUL TIPPING COMPACTOR CHUTE SPRINKLER & PLUMBING EQUIPMENT ■ m \ / / \ ELECTRICAL L O m OH ® m ACCESS LO n DOOR MAINTENANCE BLDG SEE FIG 29 1" SOUTH COMMERCIAL ENTRANCE SITE STAIRS TO COMPACTOR LEVEL 36.00 _ 18.00 40.00 COMPACTOR CHUTE - COMPACTOR GATE FRAME HOUSING, TYP DUST COLLECTORS COMMltCIAL TIPPING FLQOR CHA NO TIPPING WALL, N FALL PROTECTION Loeb SELF -HAUL EXIT TERNATIVE Co MERC // aT TIRE WASH j NORTH $ COMMERCIAL ENTRANCE 1 RAINWATER TANK 3 216.00 36.00 -NS Wm- TYP TIRE WASH EQUIPMENT COMMERCIAL EXIT " TIRE WASH 8 KING COUNTY DEPARTMENT OF NATURAL RESOURCES & PARKS SOLID WASTE DIVISION Transfer Building Main Floor Plan SCALE: 1/32" =1'-0" JECPCI. BOW LAKE TRANSFER/RECYCLING STATION FACILITIES MASTER PLAN FIGURE 20 JULY 2006 9 8 7 6 5 1 5 3 2 e / FIRE PROTECTION INC. 1730 Gibson Road Everett, A. 98204 425-2gQ-9600 FIDE ALA�vI DEVICE INSTALLATION EQUREMENTS VC\TYvA N� T HERE 4TrED SUPPORT DIFFUSER BRACKET ACTB 1 J -BOX GRID 0 A HA\S � 1 1 �/n �� � r FA DEVICE CEILING •— DETECTOR MINIMUM 3' AWAY FROM -^ HVAC DIFFUSERS SMOKE `"' "` r NOT PERMITTED HERE ` . 12" t1 ■^■ SMOKE (' A \S A A 0\ I UM ,. MAX HEIGT 92- A.F.F-�� ¢ MIN HEIGHT 82' A.F.F 0 1==aI=1 QM 0 u NFr 000805173 FAA i in F Au-)= ® Z 6B" A.F.F 6O-A.F.F PULL 48" A.F.F z , /< A ROY CATS I '10 711/SrEb 1- uo w �' u. 0 y m OPERATIONAL MATRIX — TRANSFER STATION TYPICAL FACP TO AES WIRING DETAIL SHEET INDEX SHEET # SHEET DESCRIPTIONCEPS. #1473 FIRE ALARM : AES INSTALLATION : TRANSFER STATION BUILDING & FA 0.0 TRANSFER STATION PIT BUILDING O O ,© 0 0 0 0 0 DRAWN BY: DAVID MOW NICET IV CITY OF REDMOND D.O.R. # 16-B-141 REVIEWED BY ROY L. CATS NICET IV SEATTLE FIRE DEPT. #SCP -C 9955 L & I #CATS*RL022CG PROPERTY OF I ALL RIGHTS RESERVED F.P.I. ,0"7.9 SYSTEM OUTPUTS PROJECT DETAILS Required Fire Safety Control 1'. . ° 1. THERE ARE (2) FULLY SPRINKLED BUILDINGS LOCATED ON THIS SITE, EACH BUILDING HAS IT'S OWN Notification a,— I� O O O O Control Unit Annunciation fi lel C RESET STATUS INDICATORS EXISTINFIRE ALARM SYSTEM TRANSFER STATION BUILDING'S FACP : RADIONICS D9112, PIT ofi , ° .ofi ( l j 1 J BUILDING'S FACP : SILENT KNIGHT 5820XL). THE EXISTING FACPs ARE CURRENTLY TRANSMITTING yr'a O FROM i„i O O MAIN CIRCUIT BOARD SIGNALS TO THE SUPERVISING STATION VIA (2) TELCO LINES. to Kofi A t p e kin o, co '~ c°D.. •fi '� �y C�` .� fi� fi� fLy • o p � ��Si� Ain w W & 2. SCOPE OF WORK : INSTALL (1) AES IN THE TRANSFER STATION BUILDING AND TIE IT INTO THE EXISTING FACP. INSTALL (1) AES IN THE T.S. PIT BUILDING AND TIE IT INTO THE EXISTING FACP. ro y sZ ct 4j� �,MO C� �p ©p 3 0 INTELLIPRO O ALL SIGNALS WILL BE TRANSMITTED TO THE UL LISTED SUPERVISING STATION. • ip wp 0 • , �� 4 p fi w . , _, L, —_r ,- 3. NO CHANGES TO THE EXISTING SYSTEM WILL BE MADE, NO ADDITIONAL WORK IS INCLUDED IN THIS SCOPE. REVISION RECORD ;w ,Ar.,(a' Li L_ j/if/f/ ° ° 0T0.00,.0TRTR DATE / DESCRIPTION �o 0 __ o � 41.) p n o pp �4 .l�.gy���90a� f a ,�� �' ,� t1 o � Znf N_ i ZONES I-8INPUT INSTALLATION NOTES • TRIGGERS 4J 4 i 01 .' /..* , © aco,r� eq_PLcob l e21w cw_Nc-r+.co+_ep+- + - w+_mcr Q Q' w w w w W .. . comeleiololoieleiele a J6 010 J51.BQ' w9 w 9 $ $ C $ w1! sIt J ett eV 41:r co to to QQ Q ti��fi co Q 1. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL LOCAL ADOPTED CODES. SYSTEM INPUTS ABCDEFGH I 2. INSTRUCTIONS FOR THE OPERATING, TESTING AND MAINTENANCE OF THE SYSTEM, ALONG WITH 1 Smoke Detectors 1 RECORD DRAWINGS OTHERWISE REFERRED TO AS ("AS—BUILT") AND EQUIPMENT SPECIFICATIONS 2 Manual Pull -Stations 2 SHALL BE PROVIDED TO THE OWNER ONCE THE FIRE ALARM SYSTEM HAS BEEN ACCEPTED BY 3 Sprinkler Water -Flow Switch 3 THE AHJ. . 4 SprinklerTamperSwitchs • 4 3. ALL SYSTEMS AND DEVICES SHALL BE INSTALLED AND TESTED PER THE MANUFACTURES LISTING 5 Fire Alarm AC Power Failure • 5 1 AND THE AUTHORITY HAVING JURISDICTION (NFPA72 10.14.2.1). 6 Fire Alarm System Low Battery 6 7 Open Circuit 7 AES -7707 RADIO COMMUNICATOR LED STATUS DISPLAY 4. THE SYSTEM WILL BE 100% PRE—TESTED, AN NFPA 72 COMPLETION FORM WILL BE FILLED OUT AND PROVIDED TO THE `AHJ AND THE ELECTRICAL PERMITS MUST BE SIGNED OFF PRIOR TO THE 8 Ground Fault 8 w/ FIRE FINAL INSPECTION.' 9 Notification Appliance Circuit Short 9 " ^ UNE 1 5. FACP & ALL REMOTE POWER SUPPLIES REQUIRE A DEDICATED 120VAC 20AMP CIRCUIT. A ABC D E F G H 1 LINE2 NOTICE PLACED IN THE FACP SHALL DIRECT PERSONNEL TO THE LOCATION OF THE ELECTRICAL PANEL THAT IS SUPPLYING DEDICATED POWER TO THE SYSTEM (NFPA72, SECTION 10.5.5.1). THE DEDICATED CIRCUIT BREAKER THAT SERVES THE FIRE ALARM SYSTEM SHALL BE LABELED AND SECURED AGAINST TAMPERING WITH A RED BREAKER LOCKOUT (NFPA72, SECTION 10.5.5.2). EXISTING FIRE ALARM CONTROL PANEL TYPICAL FACP TO AES WIRING DIAGRAM OPERATIONAL MATRIX — TRANSFER STATION PIT BUILDING SITE PLAN SYSTEM OUTPUTS _ AClass Required Fire Safety Control 5 Notification EC Without Comments Control Unit Annunciation.`pfi.p. 0 As Noted in Red DATE: 5/22/19 wv. ■ Per The Attached Letter PROJECT NAME r. M :' fi� 4. p �— --- These plans have been reviewed tr,, •ihe Tukwii ; Fre ..7revention for BOW LAKE TRANSFER STATION & T.S. PIT BUILDING 18800 ORILLIA RD SOUTH TUKWILA 98188 .� .. y 'y G� fi0� fiy try �� aQ ,� ,y'' h� / tt//j ”— /� RD Bureau conformance with current Cid/ r �ndar`cis. Acc r;t,�nc 8,"-, sub e'CE i:t 7"Grs and ,o aQ �� ° ©w omissions which ca. ,_kuL authorize violations of adopted -tandards for 0 J fi� e, it. w . . yfi rpp�.wo o —0 Q• mrco w° `qtr y .,o, m ° —" � _ AREA 0F WORK TRANSFER STATION _ '---.".` ._ — -- _.. I \ �� \ — — -- \ and orthnances. The responsibility the w..dequacy of design I is totally with rhe designer. Additions deletions �:viSion� to these drawings ��ft , ons o r this date will void this :: eptance and will require a e SCF co...0)�+ 0 •`. :Q:O49 ti tr a �`. �, ' � CO X 0 4. "k. 0 t. Z w .? � �� �0 vs 0 w J ,-Prevention A I __ resubmittal of revised drawings for subsequent approval Final acceptance is subject to field test and Inspection b;- The Tukwila Fire Bureau. DateRt w I /11/11111 w A. .`m V SYSTEM INPUTS ABCDEFGH I �-- .--\ J 1 Smoke Detectors 1 5 \ \ 2 Manual Pull -Stations 2 _ I \\\ \ �- 3 Sprinkler Water -Flow Switch 3 4 Heat Detectors 4 AREA 0 F WORK 5 Flame Detectors 5 EU. ,;•P Li\ FIRE DEPARTMEN c- 6 Sprinkler Tamper Switchs 6 PIT BUILDING F=ruse 205-5754107ce205-5754107 and SHEET DESCRIPTION 7 Fire Alarm AC Power Failure 7 iv �hls I re Pe "t"n&'1 No. FIRE ALARM AES INSTALLATION 8 Fire Alarm System Low Battery 8 t f"% 9 Open Circuit 9 end exact address for shut- 10 Ground Fault 10 down or restoration approval. 11 Notification Appliance Circuit Short 11 '— SITE PLAN PAID SHEET NUMBER ABCDEFGH I °o. �{'° NOT TO SCALE HAY 24 2019 TU L°Av ILA FIRE 5 3 2 / C5.1 WATER'SYSTEM SECTION 35, TOWNSHIP 23N, RANGE 4E C52 WATER SYSTEM CELL TOWER' - _ ACCESS ROAD RETAINING "WALL A --05.a WATER SYSTEM C70 SURFACE.WATER SYSTEM IIGHLINE ,WATER. CONNECTION - - - -_:. C54 WATER SYSTEM C71 SURFACE WATER SYSTEM RETAINING WALL D i GENERAL NOTES 1. THE SITE WATER SYSTEM IS LOCATED WITHIN THE HIGHUNE WATER DISTRICT. 2. THE SITE WASTEWATER SYSTEM AND SURFACE WATER SYSTEM ARE LOCATED WfTHIN THE CITY OF TUKWILA JURISDICTION. 3. SEE DWGS C51 THRU C59 FOR THE SITE WATER SYSTEM. 4. SEE DWG C60 FOR THE SITE WASTEWATER SYSTEM. 5. SEE DWGS C70 THRU C82 FOR THE SITE SURFACE WATER SYSTEM. 6. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS REFERENCED ON THE WATER, WASTEWATER, AND SURFACE WATER SYSTEMS DRAWINGS. 7. THE NEAT LINE EXCAVATION EXTENT FOR STANDARD DETAILS REQUIRING EXCAVATION FOUND IN APPENDIX A OF THE SPECIFICATIONS SHALL BE 2' HORIZONTALLY BEYOND AND 1' VERTICALLY BELOW THE PERIMETER OF THE BURIED FEATURE. -055-WATfR SYSTEM r i L72.SURFA'CE'WATER SYSTEM These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval:, PLAN UTILITY SYSTEMS SCALE: 1' = 80' 1"=80'-0' 80 0 80 160 Scale Feet HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: I SCOPE OF PROJECT WATER MAIN TYPE SIZE LF 011YDRANTS #SERVICES SIZE #VALVES SIZE ESTIMATED COST CONTRACTOR ATTN: STATE LICENSE# ADDRESS CITY CITY LICENSE # STATE ZIP PHONE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE Imp 09/I9/Q9 DESIGNED BC DATE DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0�1" E 12/31/09 IKS KRH ISSUED FOR PERMIT D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION NI King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE UTILITY SYSTEMS AND KEY MAP PROJECT NUMBER: C00272C08 SHT. OF: 1 9 DRAWING NUMBER: C50 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION EXISTING FENCE, TYP EXISTING UTILITY POLE O7 HWD I61Y CONNECTION 10 SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP 300 ; 290 280 270 j.._ 260 EXIST 18" MA CI -A4+00 LANDFILL GAS MIGRATION STOP 34' — -A3+00:=: FREE RECYCUNG AREA PIPE TRENCH DETAIL, TYP PVH' '\1 1-5 RAMP EXISTING EOP EXISTING DITCH EXISTING DRAINAGE DITCH ® EXISTING UG POWER • PLAN EXISTING 8" DIA WATER r _ _A2+00 .- _.. SCALE: 1" = 20'-0" ROAD A c_ EXISTING EOP 0 CO _.ice V 3 G W 270 CO w Z_ 1 260 V 2 250 -- 240 -- 240 - 0 0 U CI x r- EXISTING; FINAL GRADE, y/ OVER PIPE (3� _ // I I -A4+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 09/19/ DESIGNED BC DATE PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' -A1+00 KEY MAP SCALE NIS GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPUCABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATION. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTIUTIES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPUCABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH HWD REQUIREMENTS. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED, AND TESTED AND ONLY UNDER THE SUPERVISION OF HWD OR THEIR REPRESENTATIVE. SEE HWD STANDARD DETAILS 29 AND 30. CONNECT TO EXISTING HWD 18' DIA CI PIPE PER HWD STANDARD DETAIL 1. INSTALL 1 - 18 -INCH GATE VALVE ON EACH SIDE OF THE NEW CONNECTION TO THE EXISTING HWD 18 -INCH PIPE IN ACCORDANCE WITH HWD STANDARD DETAIL 8. INSTALL 1 - 12 -INCH GATE VALVE ON THE NEW 12 -INCH PIPE IN A LOCATION APPROVED BY HWD OR THEIR REPRESENTATIVE. PROVIDE FLEX -GUIDE VALVE MARKERS PER HWD STANDARD DETAIL 10. ® PROTECT EXISTING WATER UNE. ® RESTORE GRADE TO ORIGINAL ELEVATIONS. ® FOR LANDFILL GAS MIGRATION STOP, SEE DETAIL 1, DWG C57. 300 ® REMOVE AND REINSTALL EXISTING FENCE AS REQUIRED FOR CONSTRUCTION. ® RESTORE EXISTING DRAINAGE FEATURE TO ORIGINAL CONDITION AFTER CONSTRUCTION. PROVIDE TEMPORARY DRAINAGE REROUTING IF REQUIRED. 290 0 PROTECT EXISTING UTLITY. ® POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING ELECTRICAL/COMMUNICATION CONDUIT(S). SUPPORT 280 AND/OR RELOCATE ELECTRICAL CONDUIT AS REQUIRED FOR WATER PIPE INSTALLATION. COORDINATE WITH PROJECT REPRESENTATIVE. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. 250 240 A0+00 PLEASE NOTE PER ADDENDUM NO. 3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN UEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." COORDINATE CONNECTION OF NEW 12 -INCH WATER LINE TO THE EXISTING 18 -INCH WITH CONNECTION OF THE NEW 12 -INCH TO THE EXISTING 8 -INCH VIA THE WYE AT POINT 100A. PROVIDE NOTICE TO THE PROJECT REPRESENTATIVE ACCORDING TO THE SPECIFICATION REQUIREMENTS PRIOR TO SHUT DOWN OF THE EXISTING SYSTEM TO MAKE THE CONNECTION. REMOVE THE EXISTING 8 -INCH CONNECTION TO THE EXISTING 18 -INCH PIPE AS DIRECTED BY HIGHLINE WATER DISTRICT OR THEIR REPRESENTATIVE. ABANDON THE EXISTING 8 -INCH PIPE BETWEEN THE EXISTING 8 -INCH CONNECTION AND THE NEW CONNECTION POINT. 20 0 1"=20'-0" Scale 20 40 Feet 10 5 0 10 20 1"=10'-0" , Scale Feet DRAWN JD F 12/31/0e IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 �1" E 11/10/0E IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR 81D REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272COB SUT. OF: 2 9 DRAWING NUMBER: C51 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP LANDFILL GAS - MIGRATION STOP -- _EXISTING EOP `—EXISTING EXISTING UTILITY POLE EXISTING FENCE - y CELL TOWER ACCESS ROAD _ �- • Al+00 +— _ 6< EXISTING EOP A4+00 PROPERTY LINE, TYP V C PI ROAD A Q 320 310 300 290 280 260 Q PIPE TRENCH DETAIL, TYP • $3 LF 250 - -... _..._.._. A0+00 PLAN SCALE: 1" = 20'-0" EXISTING AND FINAL GRADE,' OVER PIPE A1+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DATE 44 LF 107 /108 34 LF 0 A2+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' fiDRIZ BEND m N N O Z M Z tn N --- A34-00 133 LF FINAL ;GRADE, OVER PIPE • ®® MATCH LINE - SEE DWG C53 0 2b 0 20 40 1"=20 -0 1 Scale Feet A4+00 1 =10-0 GENERAL NOTES. 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AWWA STANDARD SPECIFICATIONS. AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERUNE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATION. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILITIES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. 320 310 300 CD G 290 W W co .. W Z J 2 13 PLEASE NOTE PER ADDENDUM NO. 3 REFERENCE 3.8 280 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN UEU OF 5.625 DECREE BENDS, A PIPE JOINT 270 OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE 260 WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." 250 10 5 0 Scale 10 20 Feet KEYED NOTES POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING ELECTRICAL/COMMUNICATION CONDUIT(S). INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING CONDUIT(S) DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. POTHOLE IN ADVANCE OF INSTALLATION OF THE WATER PIPE TO DETERMINE LOCATION AND ELEVATION OF EXISTING STORM DRAINAGE PIPE. INSTALL WATER PIPE WITH A MINIMUM OF 6 INCHES CLEARANCE ABOVE OR BELOW THE EXISTING STORM DRAINAGE PIPE DEPENDING ON WHICH REQUIRES THE LEAST ADJUSTMENT OF THE WATER PIPE PROFILE SHOWN. DO NOT INTRODUCE ADDITIONAL HIGH OR LOW POINTS INTO THE NEW WATER SYSTEM. PROTECT EXISTING WATER LINE. INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT PER HWD STANDARD DETAIL 15. INSTALL 2 -INCH BLOW OFF ASSEMBLY AT LOW POINT PER HWD STANDARD DETAIL 11. RESTORE GRADE TO ORIGINAL ELEVATIONS. FOR TIRE WASH AND TANK, SEE DWG G27. INSTALL WATER LINE FROM ID POINT 105 TO 107 BEFORE TIRE WASH INSTALLATION. PROTECT EXISTING UTILITIES. FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. FOR LANDFILL GAS MIGRATION STOP, SEE DETAIL 1, DWG C57. EXISTING SANITARY SEWER UNE. CONTRACTOR TO DETERMINE LOCATION, DIAMETER, MATERIAL AND INVERT ELEVATION BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT UTILITY DURING CONSTRUCTION. EXISTING POWER LINE. CONTRACTOR TO DETERMINE LOCATION, CONDUIT(S), SIZE(S) AND DEPTH BY POTHOLING PRIOR TO CONSTRUCTION. PROTECT UTILITY DURING CONSTRUCTION. TEMPORARILY SUPPORT OR TEMPORARILY RELOCATE EXISTING UTILITY POLE TO FACILITATE INSTALLATION DF THE NEW SITE WATER SYSTEM. COORDINATE WITH THE PROJECT REPRESENTATIVE AND PSE REPRESENTATIVE AS REQUIRED. IF SERVICE DISRUPTION IS REQUIRED, CONSULT PROJECT REPRESENTATIVE FOR COORDINATION WITH ONGOING FACIUTY OPERATIONS. 09/19/09 DESIGNED BC DRAWN JD 12/31 /06 IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" E 11/10/06 IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division htlNhI}IE[1( R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272C08 SHT. OF: 3 9 DRAWING NUMBER: C52 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION 310 300 290 280 270 260 250 SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP PROPERTY LINE, TYP z RETAINING WALL A PIPE TRENCH DETAIL, TYP HIMMERNIMILIGEOJIMIRWIMMZWIEMMIKOWAI/MMAIMIWWWWWIIMAIMWAK, MIN MINE _LAsse-----.7fmtwziff /MAW/ MY A PW PW PW SD SD- SD- SD SD SD _ UD - UD I 1C:2 ROAD A 2 109 8 ! 42 LF 7 RETAINING WALL B RETAINING WALL B EDGE OF FOOTING PLAN SCALE: 1" = 20' ; 334 LF 89 LP , . , . I , I , .•• . t i . W L.3 . . I L.... W ! 1.,.. ; i ., FINAL GRADE, . > 1.-- en r•-•- I ; ! Fc . „; . OVER PIPE • , c, rs,' , o C. = . i . i 1 . ; ••st , ,....: . , N. ' , 7 . . _ ---• — . . . : i . , I , I ! ! i 1 i -1” A5+00 A6+00 A7+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DATE PROFILE SCALE: HORZ r = 20' VERT 1" = 10' 1"=20' -0" 20 12001 1 L 1 1 J L_D L LJ 0 Scale • GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0 UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILMES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES 0 SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. 0 VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. @ FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. 0 END AND CAP PIPE 3 FEET FROM EDGE OF PAVEMENT. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. 310 @ SEE DWG C47 FOR ROAD A UNDERDRAIN DETAIL ®PLEASE NOTE PER ADDENDUM N0.3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN UEU OF 5.625 DEGREE 300 BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED 290 TR FLEX JOINTS." 280 A8+00 A9+00 20 40 Feet 1 "=10'-0 10 5 0 Scale 260 250 10 . 20 Feet 09/19419 I DESIGNED BC DRAWN JD F. 12/31/08 IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 1" 1 1 /1 0/05 IKS KRH ADDENDUM 6 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division ECK R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272C08 SHT. OF, 4 9 DRAWING NUMBER: C53 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION SECTION 35, TOWNSHIP 23N, RANGE 4E . . . . . . . . . . . . . . . . --=.. . . . . CONSTRUCTION LIMITS, TYP PROPERTY LINE, TYP EOP, TYP LU r 2 RETAINING WALL A 1!„wa zjr, „A 5 zwe rmi xammwsraimiramogyfACAMMIMIXEC459/MAIlig17Z4ZOWN/SIWIWAPNWARMISZIONMR04616024WW/011390/MI /I Al 1 00 up - LJD UD UD PW- PW- PW P1V A13+00 PW-- PW- PW pw-- PW -PW UD UD ROAD A A14. I tj C.) 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILMES. RETAINING WALL F 115 LF 5 45 LF 2 A9+00 ® 0 0 cc n.1 LF LU Lai r PLAN SCALE: 1" = 20'-0" 0 tJJ AL° .40 FINAL GRADE, OVER PIPE 322 LF 12"001 --I -I - A10+00 LJ GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPUCABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AIWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 16 LF W KY z m • ra o Cs! 71n6 BI- : 101 - I -1 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DATE A11+00 PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' Al2+00 20 0 1".20'-0" Scale A13+00 I 1 LJ 8"0 DI • 20 40 1".10,-0" Feet 10 5 0 Scale 320 310 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES 0 SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. (7) INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT PER "1 HWD STANDARD DETAIL 15. (i) VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD N=1 DETAIL 33. FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. 0 END AND CAP PIPE 3 FEET FROM EDGE OF PAVEMENT. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. ® SEE DWG C47 FOR ROAD A UNDERDRAIN DETAIL PLEASE NOTE PER ADDENDUM N0.3 REFERENCE 3.8 SECTION 300 02510 SPECIFICATION CHANGE 'DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN LIEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON :THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." 290 LLI ILJ cn 280 LLI ":".1 270 260 .. _ A14+00 250 10 20 Feet 09/19/03 I DESIGNED BC DRAWN JD f. 12/31/00 IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 1" E 11/10/0E IKS KRH ADDENDUM 6 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: 000272C08 mwwor SHT. OF: 5 9 DRAWING NUMBER: C54 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION bcharlish Dec 30. 2008 — 5:04pm — R:\Seattle\11-00839-20000 Bow lake TRS Expansion Project\Data and Analytical\CARD\2008-12-31 Tukwila Fire Marshal — MMD Permit Set\P_C055—Site Water System Plan & Profile.dwg SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION LIMITS, TYP RETAINING WALL D PIPE TRENCH DETAIL TYP RETAINING WALL A Y MATCH LINE • SEE DWG C54 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DATE PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPUCABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE ALIGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5'-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510—WATER UTILITIES. 10. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. O2 PROFILE OF EXTENSION OF 12—INCH PIPE NOT SHOWN. END AND CAP 12—INCH PIPE. USE FLEXI—GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. 3O VALVE BOXES SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. ® FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. O INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND ARE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. IF HYDRANT IS TO BE USED FOR WATER SUPPLY DURING CONSTRUCTION, OBTAIN TEMPDRARY WATER METER FROM HWD. COMPLY WITH HWD REQUIREMENTS FOR USE OF TEMPORARY METER. 1 "=10'-0" 1 "=20'-0 KEY MAP SCALE: NTS 10 5 0 Scale 20 0 Scale 10 20 Feet 20 40 Feet ov�s 09/19/09 DESIGNED BC DRAWN JD F 12/31/OE IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" E 11/10/0E IKS KRH ADDENDUM 6 0 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272C08 SNT. OF: 6 9 DRAWING NURSER: C55 SSUED FOR PERMIT - NOT FOR CONSTRUCTION SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTIDN. LIMITS --TIE BACK, TYP CONSTRUCTION LIMITS, TYP-- 41,5, YP -- 300 290 280 - --RETAINING WALL C PROPERTY -UNE,. TYP. zoos EAMIR INDEZA//.S!moSG w�—+////O/ID bV�77lZ/2WAA� �G/�VN!��Gr� 1 1 I I • I I I I I\ I I I �' 11110 I PW I I PW '• pW PW L___l_ L--� �w --� . t_— . . PW PW PW \ �,� 111 Mtkar A I I I I I I ROAD �CL \S� I S��-.D� :D�S� SSD .� •� 9�'c. 1C- c. ssZ TIE BACK ANCHOR WALL O9e PLAN S.• SCALE: 1" = 20'-0" PIPE TRENCH DETAIL, TYP 111',I 4) ; CD C 270 W W V) W Z 260 0r a I. 250 240 230 A19+00 A20+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DATE PROFILE SCALE: HORZ 1" = 20' VERT 1" = 10' A21+00 300 GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENT EDITION OF THE AWWA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. STATIONING BASED ON ROAD A CENTERLINE, NOT PIPE AUGNMENT. PIPE LENGTHS SHOWN IN PROFILE VIEW. 3. THE PROFILE SURFACE SHOWN IS THE SURFACE ALONG THE PIPE ALIGNMENT. 4. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO. EXCEED MANUFACTURER'S RECOMMENDATIONS. 5. MINIMUM VERTICAL SEPARATION REQUIRED BETWEEN WATER AND CROSSING STORM DRAINAGE UTILITY IS 6 INCHES. 6. PIPE SHALL HAVE 3'-0" MINIMUM COVER AND MAXIMUM COVER OF 5-0" UNLESS OTHERWISE SHOWN ON PLANS. 7. FOR SITE WATER SYSTEM SCHEDULE, SEE DWG C58. 8. EXISTING GRADES AND PAVED AREAS NOT SHOWN. SEE GRADING DWGS C21 THRU C29 AND PAVING DWGS C40 THRU C46. 9. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILmES. 10.SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. KEYED NOTES 0 SEE DWGS C70 THRU C76 FOR SURFACE WATER PLANS AND PROFILES. 2O INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. IF HYDRANT IS TO BE USED FOR WATER SUPPLY DURING CONSTRUCTION, OBTAIN TEMPORARY WATER METER FROM HWD. COMPLY WITH HWD REQUIREMENTS FOR USE OF TEMPORARY METER. INSTALL FIRE HYDRANT LEADER PIPE SO THAT A MINIMUM 6 INCHES OF CLEARANCE IS PROVIDED BETWEEN THE LEADER PIPE AND THE STORM DRAINAGE PIPE. VALVE BOX SHALL BE IN ACCORDANCE WITH HWD STANDARD DETAIL 33. P90 ® END AND CAP PIPE. USE FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10 TO DENOTE END OF PIPE FOR FUTURE CONNECTION. SO FOR ELECTRICAL SYSTEM PLAN, SEE DWG E12. - 280 © PLEASE NOTE PER ADDENDUM N0.3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN LIEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE AUGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." 270 260 : 250 -; 240 230 10 5 0 10 20 1".10'-0" I Scale Feet 20 0 20 40 1"=20'-0" , Scale Feet 09/19/09 1 DESIGNED BC DRAWN JD 12/31/DE IKS KRH ISSUED FOR PERMIT VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" E 11/10/0E IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM PLAN AND PROFILE PROJECT NUMBER: C00272C08 SHT. OF: 7 9 DRAWING NUMBER: C56 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION SITE WATER SYSTEM GENERAL NOTES 1. COMPLY WITH HWD DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS FOR EXTENSIONS TO THE WATER SYSTEM. 2. APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER AGENCIES. 3. VERIFY ALL EXISTING UTIUTIES IN THE FIELD. SEE GENERAL NOTE 1 ON DWG G15—GENERAL NOTES AND PROJECT AREA BOUNDARY. POTHOLING IS REQUIRED AT ANY CONNECTIONS TO EXISTING PIPES AND AT LOCATIONS WHERE UTILITIES CROSS. 4. NOTIFY HIGHLINE WATER DISTRICT (HWD) A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS, AND FOR ANY RESTARTS OF WORK. HWD AND/OR THEIR DESIGNATED ENGINEER OR REPRESENTATIVE WILL PERFORM CONSTRUCTION INSPECTION. 5. NOTIFY HWD A MINIMUM OF 72 HOURS (3 WORKING DAYS) PRIOR TO CONNECTING TO EXISTING MAINS OR INSTALLING TAPPING TEES. • ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS OF THE SPECIFICATIONS OF HWD. • NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAINS UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED AND TESTED. • ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HWD OR PERFORMED BY THE DISTRICT. • ONLY HWD PERSONNEL WILL OPERATE HWD VALVES. • PARTS MUST BE ONSITE AND INSPECTED BY HWD PRIOR TO SCHEDULING CUT—INS OR CONNECTIONS. 6. CONTRACTOR'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR HWD INSPECTION A MINIMUM OF 72 HRS (3 WORKING DAYS) PRIOR TO CONSTRUCTION, WITH 25—FOOT STAKES ON CURVES. 7. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE UNTIL INSTALLATION IS ACCEPTABLE TO HWD INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE TEST, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF SERVICE ONES, AND COMPLETION OF ALL ITEMS ON THE INSPECTOR'S PUNCHLIST. 8. FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 9. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS AND LIVE TAPS. 10. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND HWD REQUIREMENTS. HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER DATE PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 11. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 OR BETTER, NO EQUAL. 12. ALL GATE VALVES SHALL BE MUELLER OR APPROVED EQUAL 13. ALL HYDRANTS SHALL BE PER HWD STANDARD DETAIL 9. 14. ALL COUPLINGS SHALL BE ROMAC 501, OR APPROVED EQUAL. 15. COORDINATE TEMPORARY METER LOCATIONS WITH HWD AUTHORIZED REPRESENTATIVE. 16. ALL WATER PIPING 4 INCHES IN DIAMETER OR LARGER SHALL BE INSPECTED BY HWD PRIOR TO BACKFILLING. 17. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HWD FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 18. SEPARATION FROM WATER LINES SHALL BE 10 FOOT HORIZONTAL FOR SANITARY SEWER, 5 FOOT HORIZONTAL FOR ALL OTHER UTILITIES. 18 INCH VERTICAL CLEARANCE FOR SANITARY, 6 INCH VERTICAL CLEARANCE FOR ALL OTHER UTIUTIES. 19. ADJUST ALL VALVE BOXES TO BE FLUSH WITH FINAL GRADE AFTER ASPHALT PAVING. 20. SEE APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. MINIMUM AREA OF LEVEL GROUND SURFACE SUBGRADE GRAVEL BACKFILL FOR DRAINS DETECTABLE MARKING TAPE CDF NEAT LINE nO'3C.C:)O�oC oo�Q 00Q C° o00•00 vow°v. O000Q• 0 O o. °c ` oC�p,o no 0 n0 c,r.'c CO 0 N 0 CO 12"MIN — 18" MAX NOTE: 1. CDF LAYER TRENCH LENGTH SHALL BE 1 FOOT. DETAIL LANDFILL GAS MIGRATION STOP SCALE: NTS PLAN DETAIL FIRE HYDRANT CLEARANCE SCALE: NTS ELEVATION 11:0•412 09/19/09 1 DESIGNED BC DRAWN JF VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0�1" E 12/31/08 IKS KRH ISSUED FOR PERMIT D 9/18/08 IKS KRH ISSUED FOR BID REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division RIV R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM NOTES AND DETAILS PROJECT NUMBER: C00272C08 SHL DF: 8 9 DRAWING NUMBER: C57 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION FLANGE ADAPTER (RJxFL) TEE (FLxFLxFL) CAP (RJ) - DETAIL VALVE (FLXRJ) 110, 111, AND 112 FITTING SCHEMATI SCALE: NTS TEE (RJxRJxFL) I( DETAIL VALVE (FLxRJ) CAP (RJ) 114 FITTING SCHEMATIC SCALE: NTS WYE (FLxFLxFL) FLANGE ADAPTER (RJxFL) REDUCER (FLxFL) VALVE (FLxRJ) DETAIL \\ ADAPTER (RJxFL) 116 FITTING SCHEMATIC SCALE: NTS TEE (FLxFLXFL) VALVE (ELxMJ) EXISTING TEE EXISTING 18 -INCH PIPE TEE (FLxFLxFL) VALVE (FLxRJ) DETAIL 113 FITTING SCHEMATIC SCALE: NTS TEE (FLxFLxFL)- )DSII, VALVE (FLxRJ) CAP (RJ) FLANGE ADAPTER (RJxFL) CAP (RJ) DETAIL 115 FITTING SCHEMATIC SCALE: NTS • FLANGE ADAPTER (RJxFL) VALVE (FLxRJ) TEE (FLxFLxFL) VALVE (FLxRJ) -n NOTE: 1. FHA PER HWD STANDARD DETAIL 9. DETAIL 118, 120, AND 123 FITTING SCHEMAT SCALE: NTS FLANGE ADAPTER ( (RJxFL) VALVE (FLxRJ) ) I I.I� WYE (FLxFLxFL) /////////<///////// EXISTIN EXISTING VALVE 2 8 -INCH PIPE@ DETAIL 100 AND 100A FITTING SCHEMATIC SCALE: NTS VALVE (FLxRJ) HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE I 09/19/09 I DESIGNED BC DATE 45' BEND (RJxRJ) COUPLING ADAPTER SITE WATER SYSTEM VALVE & FITTINGS SCHEDULE -100 SERIES ITEM NO SIZE, IN DESCRIPTION STATIONING STATION OFFSET 118 18X18X12 18 18 DI TEE (ELLENFL) DI NIPPLE (LENGTH TO BE FIELD DETERMINED) (LENGTH DI SLEEVE (MJ) A14+30.19 20.62' RT 119 100 18 2 - GATE VALVES WITH BEVEL GEARING (FLXMJ) -A4+22.45 68.24' LT 8X8X6 8 6 - 12 GATE VALVE (FLXRJ) 2.26' RT 121 8 12x12x8 DI WYE (FLXFLXFL) 2 - FLANGE ADAPTERS (RJXFL) 10.69' LT 122 100A 12 8 -A4+00.00 63.56' LT VALVE (FLXRJ) 8X8X6 8 6 - 8 45' DI BEND (RJXRJ) 7.64' LT 124 101 12 12 22.5' + 11.25' DI BENDS (FLXFL) 2 - FLANGE ADAPTERS (RJXFL) -A2+99.74 30.08' LT 102 12 5.625' DI BEND (RJXRJ) (i) -A1+44.07 30.46' LT 103 12 5.625' DI BEND (RJXRJ) 9 -A0+82.73 30.89' LT 104 12 5.625' DI BEND (RJXRJ) 9 0+41.44 31.29' LT HIGH POINT* 12 5.625' DI BEND (RJXRJ) 0 A1+11.44 26.95' LT 2 COMBINATION AIR VALVE 105 12 11.25' + 5.625' DI BENDS (FLXFL) 1: Al+26.63 29.15' LT 12 2 - FLANGE ADAPTERS (RJXFL) 106 12 11.25' DI BEND (RJXRJ) A2+13.57 24.82' LT 107 12 12 22.5' + 11.25' DI BENDS (FLXFL) 2 - FLANGE ADAPTERS (RJXFL) A2+55.20 23.19' LT 108 12 45' DI BEND (RJXRJ) 2+83.99 4.55' LT LOW POINT* 12 5.625' DI BEND (RJXRJ) O A3+76.16 7.37' LT 2 BLOW OFF ASSEMBLY 109 12 5.625' DI BEND (RJXRJ) U A4+28.24 3.73' LT 110 12X12X8 DI TEE (FLXFLXFL) A4+69.63 4.45' LT 12 FLANGE ADAPTER (RJXFL) 12 GATE VALVE (FLXRJ) 1 e 8 GATE VALVE (FLXRJ) 8 CAP (RJ) 111 12X12X4 DI TEE (FLXFLXFL) A4+76.64 4.58 LT 12 FLANGE ADAPTER (RJXFL) 12 GATE VALVE (FLXRJ) 1 4 GATE VALVE (FLXRJ) 4 CAP (RJ) 112 12X12X8 DI TEE (FLXFLXFL) A8+10.87 5.59' LT 12 FLANGE ADAPTER (RJXFL) 12 GATE VALVE (FLXRJ) 1 e 8 GATE VALVE (FLXRJ) 8 CAP (RJ) HIGH POINT* - 2'± DEFLECTION A9+58.58 5.68' LT 2 COMBINATION AIR VALVE 113 12X12X8 DI TEE (FLXFLXFL) A10+15.38 6.15' LT 12 12 FLANGE ADAPTER (RJXFL) e GATE VALVE (FLXRJ) 8 8 GATE VALVE (FLXRJ) 8 CAP (RJ) 114 12X12X10 DI TEE (RJXRJXFL) A10+20.38 6.16' LT 12 2 - FLANGE ADAPTERS (RJXFL) 10 GATE VALVE (FL(RJ) O 10 CAP (RJ) 115 12X12X4 DI TEE (FLXFLXFL) A10+66.95 6.29' LT 12 2 - GATE VALVES (FLXRJ) 4 CATE VALVE (FLXRJ) e CAP (RJ) 116 12 45' DI WYE (FLXFLXFL) Al 3+88.53 11.29' LT 12X8 REDUCER (FLXFL) 12 FLANGE ADAPTER (RJXFL) 5 e 12 FLANGE ADAPTER (RJXFL) CATE VALVE (FLXRJ) 117 12 CAP (RJ) A14+35.34 23.67' LT DRAWN JD VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" F 12/31/OE IKS KRH ISSUED FOR PERMIT E 11/10/OE IKS KRH ADDENDUM 6 D 9/18/08 IKS KRH ISSUED FOR 810 REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division J1I1lJ}{[1( SITE WATER SYSTEM VALVE & FITTINGS SCHEDULE • 100 SERIES TTEM NO SIZE, IN DESCRIPTION STATIONING STATION OFFSET 118 8X8X6 8 6 - DI TEE (FLXFLXFL) FLANGE ADAPTER (RJXFL) e GATE VALVE (FLXRJ) GATE VALVE (FLXRJ) FHA A14+30.19 20.62' RT 119 8 8 45' + 11.25' DI BENDS (FLXFL) 2 - FLANGE ADAPTERS (RJXFL) A15+49.42 0.56' LT 120 8X8X6 8 6 - DI TEE (FLXFLXFL) FLANGE ADAPTER (RJXFL) e GATE VALVE (FLXRJ) 6 GATE VALVE (FLXRJ) FHA A16+61.95 2.26' RT 121 8 45' DI BEND (RJxRJ) A18+40.01 10.69' LT 122 8 8 22.5' + 5.625' DI BENDS (FLXFL) ® 2 - FLANGE ADAPTERS (RJXFL) A19+12.11 7.50' LT 123 8X8X6 8 6 - DI TEE (FLXFLXFL) FLANGE ADAPTER (RJXFL) GATE VALVE (FLXRJ) 6 GATE VALVE (FLXRJ) e FHA A21+34.65 7.64' LT 124 8 CAP (RJ) A21+73.87 8.03' LT NOTE: ALL PIPE FITTINGS SHALL BE RESTRAINED JOINT EXCEPT AS OTHERWISE NOTED ON THE SCHEDULE. * DURING CONSTRUCTION, HIGH AND LOW POINTS MAY NOT OCCUR AT EXACT LOCATION SHOWN ON PROFILE (DWGS C51 THRU C56). INSTALL EQUIPMENT INDICATED AT TRUE HIGH AND LOW POINTS. KEYED NOTES PLEASE NOTE PER ADDENDUM NO. 3 REFERENCE 3.8 SECTION 02510 SPECIFICATION CHANGE "DUCTILE IRON PIPE SMALLER THAN 20 -INCH IN DIAMETER: IN LIEU OF 5.625 DEGREE BENDS, A PIPE JOINT OR SERIES OF JOINTS MAY BE DEFLECTED TO ACHIEVE THE ALIGNMENT SHOWN ON THE DRAWINGS. JOINT DEFLECTIONS SHALL BE WITHIN THE LIMIT ALLOWED BY THE MANUFACTURER FOR THE SPECIFIED PUSH -ON JOINT WITH FIELD LOK GASKETS OR THE SPECIFIED TR FLEX JOINTS." ® REMOVE AND SALVAGE EXISTING B -INCH VALVE. IF CONSTRUCTION SEQUENCING ALLOWS, REUSE 8 -INCH VALVE IN CONNNECTION FROM 12 -INCH PIPE TO 8 -INCH PIPE AS SHOWN IN DETAIL 7 THIS SHEET. USE OF VALVE MUST BE APPROVED BY HIGHLINE WATER DISTRICT OR THEIR REPRESENTATIVE. @ ABANDON EXISTING 8 -INCH PIPE BETWEEN THE EXISTING TEE AND THE CONNECTION POINT BETWEEN THE NEW 12 -INCH PIPE AND THE EXISTING 8 -INCH PIPE. ® THRUST BLOCK AT 45' BEND REQUIRED. O CUT OUT EXISTING TEE AND REPLACE WITH 18 -INCH NIPPLE (LENGTH TO BE DETERMINED IN THE FIELD) AS DIRECTED BY HIGHLINE WATER DISTRICT OR THEIR REPRESENTATIVE. © OPERATING NUTS ON 18 -INCH GATE VALVES WITH BEVEL GEARING TO BE ON SAME SIDE OF THE EXISTING 18 -INCH MAIN AS DIRECTED BY HIGHLINE WATER DISTRICT OR THEIR REPRESENTATIVE. SEE HWD STANDARD DETAIL 8. R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT SITE WATER SYSTEM SCHEDULE AND DETAILS PROJECT NUMBER: C00272C08 ONE OF 9 9 DRAWING NUMBER: C58 ISSUED FOR PERMIT - NOT FOR CONSTRUCTION (_07-b3Lo 7 -08> EXISTING F MAIN SITE ENTRANCE/EXIT RETAINING WALL SOUTH SITE ENTRANCE:' EXISTING TRANSFE STATION BUILDING SELF -HAUL TIPPIN 1289 EXISTING FREE RECYCLING AREA TO REMAIN SADA 1 PARKIN UNDERGRO ND,,,,..-�' STORMINATER'J /MAINTENANCE FACILITY --r' J B ILEI;' 7P.. A QT I 0150:00 / ! i COMPACTOR. tYARD WI(ST / MANUV_ : NG - — COMMERCIAL TIPPING ±285 NORTH SCALE FACILITY TIRE WASH STREAM REFUELING STATION RETAINING WALL,, MINIMUM 15' FROM PROPERTY LINE EOSi1NG PROP eRrrNe" ' NEW STORM SEWER LINE So 100 15o SCALE IN FEET BOW LAKE TRANSFER/RECYCLING STATION KING COUNTY DEPARTMENT OF NATURAL RESOURCES & PARKS SOUD WASTE DIVISION Preferred Site Plan Scale 1"=100' FACILITIES MASTER PLAN FIGURE 14 JULY 2006 TO 100411--. 7 J. Airn 1,004 bn 06 2010 - o Th dq .1 8 a 2 i 11 4 s r Z N CFD- CO- 0-- 0- 0— C� 0- C:� EPI?T Y 4) Q y Y EP I I II I I I I I I I I I I I I I I I AR,! g� T T N =. IlC irE trenm� Te":111: \ mar 4 AP 0 W 1140 ©l1 00000000 0 ::E1: :::C 9 8 R E S 3 w 1' ISSUED FOR PROPOSAL - NOT FOR CONSTRUCTION /-12--INCH AI rREE RECYCIJNG AREA 8 --INCH DI RETAT$iN+G WALL A CELL TOWER ACCESS' ROAD - 4-INCHD+ REEAIN INx0 NCH q1— fS-INCH "-B-INCH Dt \-4 CH D '`-- S;i fiH SCALE FAC;'JTf r FEE RECYCLING AREA BUILDING 1 / i D'Hi-1 y• 20 r" i e* f . r / FEE RE;YC'i,MC a FIRE DEPAR11 E1iT PC ANO PK PSSE IBLIE`' r€ TRANSFeR/TSC EaGti> AriD FUTURE N!JN`rENANcE BLDG HOT't. C D PAD 6 -NCH DI TRANSFER TPiVIER YARD FUTURE FACILITY CCAt T `t5tt 6 -NCH . Dt— ----6-NCH DI PLAN SiTE WATER SYSTEM SCALE: = 4;i King County Department of Natural -8-:1NCH Dt R.W. Hees. inc. 1001 Fourth. Avenue, Sutte 2500 -INCH D1 _ NCH Di 2. SCE DWG CX FOR WATER F.QUPM=NT.SCb1EDU TS$. 3. .SEE MECHAf4CAL SERIES D01'CaS FOR E§I.111..D?NG SERYVCC ENTRY LOCAT{ONS. coorksircr styePINEP coNrmer KEYED NOTES r, t.rriLF Y YARD PYORA1 TS. PH) 1 '►HR0UCH 13 WIU 8E Pf,'1VIDEC WATER THROUGH ?HE "TL'it. FER/te0 B9LD4t ' NON -MI -MIME WATER S1STEit 40 D 40 8G S,:aee Feet BOW LAYS 'RECYCLING OWO TRANSFER STATION SITE FACILITIES. CONTRACT SO. SECTION 35, TOWNSHIP 23N, RANGE 4E (7 L•'; IA;'ro 1:-X. I i" uJ/4 r 1 z" 53 rr-r CM-rX f(r- - " G,. c v',4t v(Frt- x ) . / - 12 " j 6t 64.7-) r 2 L< rZ" b. 1, I vvE ,N,¢.z•cf CFAJc/ it '.M/4,414 • .�.... �..... • 0/•••••m- • .--- • •••••-.' • \..\\\ \.\ PLAN \\\` \"'\` INCH fie SITE WATER SYSTEI +••••-.amu \\\\4\\`S\ V - INCH I - S%y'',MMVD HyUlr•11r,4-ssy(rr.r / - Si" 6 (') t -i" 64-1.7" X <t) f- 6-„ 6r4 -7E Vrrt r E {--L X 044T "446.614t0G C.1,1,4-111)5~� / S L f 4 '' b, 1. (t --r) / - "Pc L (/ter) ZECY ez,ti c,uF-r— 13 c. OCK /414 ING • UI1UDOR FIRE DEPARTMENT PC AND PN ASSEMBLIES FOR TRANSFERITSO RLI FIRE VEHICLE ACCESS EXHIBIT PHOEBE LEE SHORT PLAT ill\\ i I yI-7 4' I, I` I 1-- ,= G I I •.I• I . . --1, I�i t' ivv /' �V 1.5 r- co:C.li,1E � I`N,1 / / �` �\ \ � aA' alrCr. l' �' LOT z -a . '.i tea. �•,� \ i vv, / y ,\ i \ � K!--� pumper speck I r--`" _ -- / , j � ` \‘ soca � ;;.,. `� _��� -� Imo•. �' � N ��1 r -fir E1�(UNABLE� '" �I 1t �., J_1 1, _ • Z \ \.. OPEN) ra 1 r \l 1 •;-ii-o'.- �\ I I I\1 ` \ J - l\• 9i 1 4- ♦ 8` \\ \ j; � RE.1A,N,�C .',.'Ac „I, L I `b.a.b 1 li \ \ 1 IS - rF LOT 2 1; \, \ rn.; 1 I / -� I I 1 LOT_3___ 1 \ 1 HOUSE TO I i'At. 1 LOT 4 ‘\ ; \ REMAIN -i ) I I jT HOU' E t 1' % 1 -i.. -.7,:s \ I s 1 __I_ 11 ;, t 1 s; POTENTIAL '\ \ , 1 1 1. r HOUSE \ .� 7?-- . h I I i;' �' / , // ‘\\\ \ `\tie o z1 , \ k c \ chi �— - —'&_,....„,,^A\us; sJjl ---� A C x4�\KN r t,'�d `\% \(,11 �r 7 -:.4:7r -,,,,,•,) Ys \\.. ~//moi \ ,j V/ 1 «,f ,15b;', \ \ 4, \ Y/ J ` �._ \ ii 4 \ \ S F r 1 b C , CFI `E Pa_ t— `H -'%r) I-t..Ct j ` ' I ('i/, / / \'.-) -,. „_. z___-_I,y _ v; CM CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392-8055 FAX (425) 392-0108 Copyright © 2009 Concept Engineering, Inc. All rights reserved. DWN. BY MSS CHKD. BY BNJ DATE JOB NO. 11-09-09 29033 SCALE SHEET 1" = 40' 1 OF 1 L_ 1 5 4 1 1 A 1 MINIMUM FIRE PROTECTION DESIGN CRITERIA - FM GLOBAL REQUIREMENTS AREA HAZARD CLASSIFICATION DESIGN DENSITY (GPM/ft2) MINIMUM REMOTE AREA (ft2) HOSE STREAMS (GPM) TRANSFER BUILDING: COMMERCIAL RECEIVING FLOOR 111, SELF -HAUL TIPPING FLOOR 112 ORDINARY HAZARD GROUP 2, MISCELLANEOUS STORAGE OVER 12 FT, 57 FT MAXIMUM BUILDING HEIGHT, PROTECTION IN ACCORDANCE WITH NFPA-13, CHAPTER 12 AND FM GLOBAL 0.45 3500 500 TRANSFER BUILDING: NORTH PROCESSING AREA (NPA) 401 ORDINARY HAZARD GROUP 2, SOLID PILED AND PALLETIZED STORAGE INCLUDING STORAGE OF BALED WASTE PAPER UNDER 30FT, 40 FT MAXIMUM BUILDING HEIGHT, PROTECTION IN ACCORDANCE WITH NFPA CHAPTER 12 AND FM GLOBAL 0.30 • 7 O 5000 750 TRANSFER BUILDING: STORAGE ROOM 113 TSO BUILDING: COMPACTOR BAY C01, COMPACTOR BAY EXTENSION CO1A, ELEVATOR MACHINE ROOM C04, HPU ROOM 107, LOADING AREA 109 EXTRA HAZARD GROUP 2 CONTAINING MINERAL OIL BASED HYDRAUUC FLUIDS, GAS POWERED MOWING EQUIPMENT 0,30 5000 500 TSO BUILDING: TOP LOAD BAY CO2, DUST COLLECTOR ROOM 108, SOUTH PROCESSING AREA (SPA) 701 EXTRA HAZARD GROUP 1 DUST COLLECTION/YARD WASTE DISPOSAL NO FLAMMABLE LIQUIDS EXCEPT MOTORIZED VEHICLES IN TOP LOAD BAY CO2 AND SPA 701 TSO BUILDING: ELECTRICAL ROOM C05, MECHANICAL ROOM C06, STORAGE ROOM C10 ORDINARY HAZARD GROUP 2 TRANSFER BUILDING: ELECTRICAL CLOSET 115, ARE SPRINKLER ROOM 114 TSO BUILDING: SPRINKLER ROOM 105, MISTING ROOM 106, ELECTRICAL ROOM 116, MECHANICAL ROOM 202, OFFICE STORAGE 208, CUSTODIAL 211 ORDINARY HAZARD GROUP 1 TSO BUILDING: UNISEX TOILETS C07, C08, 104, 110, 115, 207, BREAK ROOM C09, LOBBYS 101, 103, 201, MULTI-PURPOSE ROOM 102, CONFERENCE 203, OFFICES 204, 205, COMM/SERVER 206, SUPERVISORS OFFICE 209, BREAK ROOM 210, WOMEN'S RESTROOM, LOCKER, SHOWER, LAUNDRY 213, 216, 217, 218, HALLS 219, 220 CY 0lect ut, `/ G.'LD" f'' f7( TSO BU LDING - - TRANS a - BUILDING. SELF HAUL TIPPING FLOOR 112 FIRE SPRINKLER RIS R #2 SOUTH PROCESSING AREA (SPA) 701 FIRE SPRINKLER RISER #1 COMMERCIAL RECEIVING FLOOR 111 6 0 0 0 0 TSO BUILDING - TRANSFER BUILDING NOTES: 0 0 0 0 TSO /TRANSFER BUILDING LEVEL 1 SCALE: 1/32' = 1'-O' SEE DWG M193 FOR LEVEL 1 ROOM CALLOUTS. SEE DWG M192 FOR COMPACTOR LEVEL ROOM CALLOUTS. SEE DWG M194 FOR LEVEL 2 ROOM CALLOUTS AND TRANSFER BUILDING UPPER LEVEL FIRE SPRINKLER PLAN. SEE DWG M195 FOR SPRINKLER SYSTEM SCHEMATIC DIAGRAMS. INSIGNED LNS DARN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI 1r DRAWING 0 �1' 6/15/09 PRE PERMIT REV DATE CHK'D IAPP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LN S LNS ENGINEERS, INC. 7713 PIONEER WAY •SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .5175 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILl11ES CONTRACT TRANSFER/TSO BUILDING FIRE SPRINKLER PLAN AND CRITERIA PROJECT NUMBER C00405C09 CRAVING NUMBER M191 PRE PERMIT 1 —SPRINKtER MAIN—UP TO RISER ROOM, DOWN IU LOW POINT URNN i 1, l i;. F— F F� F— F— F� F /� J iiiiiiiiii i1i//77/1/7iiiiiiiiiiiii i/77///iiiiiiiiiiiiiiii{iiiiiiiiii/iiiiiiiii.// .//iiiiiiiiii.1 F LF F li FDC F F F�F F F F 10' 4" PN FOR FUTURE MAINTENANCE SHOP. LOCK CLOSED CAP 12" BELOW GRADE FOR FUTURE FDC RM NO RM NAME C01 COMPACTOR BAY CO1A COMPACTOR BAY EXTENSION CO2 TOP LOAD BAY CO3 VESTIBULE C04 ELEVATOR MACHINE ROOM C05 ELECTRICAL C06 MECHANICAL C07 UNISEX TOILET 1 C08 UNISEX TOILET 2 C09 BREAK ROOM C10 STORAGE F F I F rT SPRINKLER MAN UP TO FIRE SPRINKLER RISER #1, SE DWG M195 F— FIRE SPRINKLER COMPACTOR LEVEL SCALE: 1/8" = 1'-0" A 1/8 =1 —0 0 0 5 0 5 10 15 20 Scale Feet IIESGNED DRAWN LNS NBD VERIFY SCALE BAR IS ONE INCH ON — 6/15/09 ANSI "0" DRAWING IA1wIREs 1—�-10 I 0 i• REV DATE CHK'D APP'D PRE PERMIT REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY •SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT TRANSFER/TSO BUILDING COMPACTOR LEVEL FIRE SPRINKLER PLAN PROJECT MAIM C00405C09 OF: . DRAWING NUYBETt M192 PRE PERMIT 1/16'=1'-0' 5 0 10 20 Scale 40 Feet TCD'9'9 9 icx?cp 12 I I 1 I I< I I I I I —riM192r ------------i–COf4}•iNUED--- I .ice► F I F 10) F' 15 16 17 18 F I F I I SEE DWG M101 FOR OTHER! PIPING/UTIUTIES –ADJAG[DNT–TO–SPRINKLER–MAIN– f ------------ CONTINUED DWG M194 i I i I a-----i----+-i i i I O- O -- 0- 0-- ONTINU DWG M :4 ,COFjTINUED bWCl M194 111 I I at 1 -1 0- ---0 - L J ---J- +- L I of I I 0--- - �I _ I I I - FIRE SPRINKLER LEVEL 1 TRANSFER BUILDING & MECHANICAL SCALE: 1/16" = 1'-0' I I I I I I I I I I I I I I I I I I 1 1 1 1 1 I ,661615 +C1 6dA 13 18 401 RM NO RM NAME 101 LOBBY 102 MULTI—PURPOSE ROOM 103 LOBBY 104 UNISEX TOILET 3 105 RISER ROOM 106 MISTING ROOM 107 HPU ROOM 108 DUST COLLECTOR ROOM 109 LOADING AREA 110 UNISEX TOILET 5 111 COMMERCIAL RECEIVING FLOOR 112 SELF—HAUL TIPPING FLOOR 113 STORAGE 114 SPRINKLER ROOM 115 ELECTRICAL CLOSET 115 UNISEX TOILET 4 401 DESIGNED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI 0 DRAWING 0 1' 6/15/09 PRE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division LN S LNS ENGINEERS. INC. 7713 PIONEER WAY •SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .51 75 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUIIES CONTRACT TRANSFER/TSO BUILDING TIPPING/RECEIVING LEVEL FIRE SPRINKLER PLAN PROJECT NUMBER: C00405C09 OF: DRAWING MMIBQt M193 PRE PERMIT 'cD')'9T '919'919'9 I I I 11 11. I 1 1 I I I I 1 I I I 1 1 00TIN r !!P t o E l a o I�ti sl�uunll� ��ulril I ----+ —H- FIRE SPRINKLER LEVEL 2 OPERATIONS SCALE: 1/16' = 1'-0' ____COE SPRINK tI� FPING 1 CONCEALED jf. ROOF 'I WITH DRY F1ENDENT / ' I DESIGNED LNS SPRINKLER MAINS TO PENETRATE MAIN FRAMES REFER TO STRUCTURAL DRAWING FOR BEAM PENETRATION LOCATIONS (TYP? MANN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI 'D' DRAWING 0 �1' 6/15/09 PRE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION 13 La King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY •SUITE C GIG HARBOR, WASHINGTON 98335 PHONE: 253.851 .5175 LOW POINT DRAIN RM NO RM NAME 201 LOBBY 202 MECHANICAL 203 CONFERENCE 204 OFFICE 1 205 OFFICE 2 206 COMM/SERVER ROOM 207 UNISEX TOILET 6 208 OFFICE STORAGE 209 SUPERVISOR OFFICE 210 BREAK ROOM 211 CUSTODIAL 212 WOMEN'S RESTROOM 213 MEN'S RESTROOM 214 WOMEN'S LOCKER 215 WOMEN'S SHOWER 216 MEN'S LOCKER 217 MEN'S SHOWER 218 MEN'S LAUNDRY AREA 219 HALL 1 220 HALL 2 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACIUTIES CONTRACT TRANSFER/TSO BUILDING TSO LEVEL/TIPPING/RECEIVING UPPER LEVEL FIRE SPRINKLER PLAN PROJECT NUMBER C00405C09 SHT. OF: DRAWING NUMBER M194 PRE PERMIT a E N TSO BUILDING EXTERIOR WALL WATER MOTOR ALARM 0 0-Z a0 0-C7 C7 fr. o= az= a�W z,z W5 m . Fs J _ W Y Z Y m Z Y ° o 0 K 1 w w Z 1 x w Z 1� 6_TAdWN tr 40 f•-• 6. ac0u..0- N W Z Q 2 w Z Z N - w Z Z I.L. lx NFA --1a] aCC N�3 G_N1-Z OS&Y VALVE- W/TAMPER SWITCH (T(P) STRAINER •• • TS *TS LOW PRESSURE SWITCH (TYP) PRESSURE SWITCH (TYP) �- LOW PRESSURE DRY VALVE (TYP) AIR MAINTENANCE DEVISE (TYP). �- DRAIN VALVE (TYP) • TO DRAIN TS TO DRAIN 7( FIRE SPRINKLER RISER #2 rMAINTENANCE BUILDING FDC STUBOUT CAPPED 12' BELOW GRADE n 10" FIRE SPRINKLER TRANSFER BUILDING FIRE DEPARTMENT CONNECTION (FDC) FIRE SPRINKLER WATER SUPPLY VAULT SUPPLY FDC —n— DRIP CHECK DOUBLE DETECTOR CHECK VALVE ASSEMBLY DRIP CHECK PIV 4' FIRE SPRINKLER TO FUTURE MAINTENANCE BUILDING LOCKED SHUT PIV D4 TSO BUILDING EXTERIOR WALL WATER MOTOR ALARM FLOW SWITCH CHECK VALVE (TYP) WET PIPE VALVE OS&Y VALVE W/TAMPER SWITCH (TYP) STRAINER 7( 0 allo aaar -1 O'} (n2 - J&'—Csl Z N N Q Q^ Q w Z O o i TY O 14.0 -0-0 I_N HCJJU • a0 Elf -Jr Z Y � � 1 O wZ-J U N0 J0 t t t LOW PRESSURE SWITCH (TYP) PRESSURE SWITCH (TYP) TS * TS * TS * TS * TS POST INDICATOR VALVE W/TAMPER SWITCH FIRE PROTECTION SYSTEM RISER DIAGRAM NOT TO SCALE TO DRAIN FIRE SPRINKLER RISER #1 LOW PRESSURE DRY VALVE (TYP) AIR MAINTENANCE DEVISE (TYP) 1I DRAIN VALVE () TO DRAIN DEEMED LNS DRAWN NBD VERIFY SCALE BAR IS ONE INCH ON ANSI D DRAWING 0 1' 6/15/09 PRE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division LNS LNS ENGINEERS, INC. 7713 PIONEER WAY •SUITE C GIG HARBOR. WASHINGTON 98335 PHONE: 253.851.5175 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT FIRE PROTECTION SPRINKLER SYSTEM SCHEMATIC DIAGRAMS PROJECT NUMBBt 000405009 SRT. OF: DRAWING NUMBER M195 PRE PERMIT Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: June 28, 2011 Bow Lake Transfer Station Fire Alarm System 18800 Orillia Rd S 11-F-139 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Install a smoke detector at the top of the elevator hoistway to be part of elevator recall. 2. Ceiling smoke detectors and duct smoke detectors used for smoke damper actuation shall be located within 5 ft. of the damper. 3. Duct smoke detectors employed for HVAC shutdown shall be located on the return side of the system, be individually addressed and programmed as supervisory. 4. Flame detectors and pressure detectors shall be installed and tested per the manufacturers guidelines. 5. The elevator pit sprinkler shutoff valve shall be electrically super- vised with a tamper switch. 6. The area of refuge communications shall comply with International Building Code section 1007.8. 7. The exterior weatherproof bell/strobe on each building to face the direction of fire dept. access. 8. Extend audibility to all areas and visibility to all common -use areas. 9. Ensure manual pull stations are placed within 5 ft. of all exterior exits and entrances to exit stairways. 10. Install a breaker handle clamp on dedicated fire alarm control panel and power supplies circuit breakers. 11. All initiating devices shall have their own address and shall report individual addresses at central station. 12. Above ceiling detectors shall have remote L.E.D.'s placed below. 13. Install a fire dept. Knox keybox on each building. 14. Install a "Fire Alarm Control" sign on the door to rooms containing a fire alarm control panel. 15. An electrical permit from the Tukwila Building Dept. is required. 16. The dust collection system shall shut down if the building fire alarm system is activated. 17. The dust collection system shall shut down if the explosion Protection system is activated. Shutdown will be provided As a hardwire shutdown through the fire alarm system. 18. Provide a permanent, professionally done, detailed map of the building and sprinkler zones next to each annunciator and in each sprinkler riser room which matches the address descriptions of the annunciator. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-575-4407. No further comments at this time. Bow Lake Transfer StatiotAEngineering\CAD Files\FAS Drawings RevO\FA-000 Project Info.dwg PLOT DATE: 22—Feb-2011 SymbolLegend SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS MANUFACT. PART 1 :ER SEATTLE, WA 98133 1 Intelligent Fre km) System Control Paul Pad Includes Moor, Mod at 726 to Top Silent Knicjit 8K ,,, ., Ki. tail EMAIL: emontgomery@cachranic.com 1 kea of Rescue Assistance Panel; 1.8 Zones 0F151 . . - t to Top Telt* NC -150R K PHONE: 425-486-2600 1 Area of Rescue Assistaxe rsariunciator, 1.32 Zones OHM Mounted at Or to Top Tektite NC -110 T. I. EXT: 7612 1:11- 1 Area of Rescue Assistance Power Supply Includes Endostre . Itotmt in Acceutle Location Tektone 1115111K I 1 ki 1 DuctDetector Remote Indicator w! Test Switch 6 Area of Roue Assistance AudiolCall talon akin 1 .1.1BackboxmountedbetweenWto489oTop Tektone llt.150SS 1802 m 3 Manual Pull Station; A ' w1POPIT 2 RemoteAnnuns.-, ..8oCharacter 4 Sqnre bunted at 66' to Top SilentKnight 2 irlt 4 Squse Deep wl 1 Gang Ring; link(' at 801 to Bottom 0 ca 12 ,-, . 4 Square Deep wl r Round Ring Silent Knight SK.PHOTO w/B201LP Base 0--- 12 Miffed Nth Smoke Detector wi Photoelectric Head Mace (Ref. Mfg Information) Skit IC* SIOUCT 2 Duct Detector Remote IT t witch 1Gang;:onCeI1ingGdoronWallatWtoBottorn Silent KnOt RTS•16.1 ili E] 8 Intelligent Manual Pull Station • Dual Action 4 Square Deep w11 Gang Ring; Mounted at 48" to Top Silent Knight SK.PULL.DA 24 " '' iDualMonftorModule 4SquareDeep Silent KIVA SUWON LB 3 ,.. ! , Output . .. for NAN or Relays 0 4SquareDeep Silent knight SICCOKTROL 4 ,..„ , ., ... . le 4SquareDeep Skid Knitilt SK.RELAY IR 1 Savior Shunt Trip Heat Detsctor: 135' Red Tap; Dual Contacts 4 Square Deep wl r Round Nog Notifier 5623 ill 6 Manual Pull Station wI Key Lock -WP w1 RI Monkor Module 0 SE4410 Back Box; Strface Mount at 481' to Top Silent Knicjit PS.D wl K . ', 1 N 3 UV Flame Dote& Discount Keyswitch, Yellow, Bopper Cover wl Mini Monitor 4 Square Deep wl 1 Gang Ring., Mounted d 486 b Top STI SS22I3wISK1 1 D 12 UV RameDdector Surfte (Ref, Mfg Infomullon) Nolifier 30.2021.24 IMF HI 1 120VAC Prior Supervision Bldule 2. 4 Spam Der? or 4 Square Deep w1 Voltage Separation Barrier Nobler PR -1 3 Remote Slave Relay (DPDT) Part kW Bubo; Surface Mount Notiuier NOE ti 3 A ...8AFieldPowerSupplyw!OnboardConfrolModule Part hiclude BEIthog &dace Moimt Notifler FCPS.24S8 wi Moto! ais? Egi 7 Wall Nom wl Strobe 15cd: White 4 Square Deep w11 Gang Rkig; at to : . . , . KW . . Ell 5 Wall Hon) wl Strobe 30cd: WI& 4 Square Deep w11 Rbig; . 1 , . at ° to Bottom System Sensor p2w DI 8 Wall Horn wi Strobe 75cd: White 4 Scare Deep wl 1 Sztg Rhlg; . 1 - at 80e to Bottom SystemSensor p2w E34 2 Wall Hem wl Sfrobe 185cd: White 4SquareDeepw11GangRing;;F..at80toBottom System Seim MN '`..s.0 2 Wall Nom 0 Strobe 1 . Weathergoof: Red SA.WBB Back Box Surface Mood at 801 to Bottizi System Sensor p2RK P34 8 Wall Horn wl Strobe 75cd: Weatherproof . Red SA.WBB Back Bat Surface Mount at 80" to Bottom System Sensor li 8 Waillfom wl Strobe "Val: Weatherof: Red SA.W8B Back kr Mount at IOn to Bottom SystemSensor gli 10 Wall Rom wl Strobe Ind: %disproof. Red SA.WBB x: Surface Mount at 80! to Bottom System Sensor P2RHK 0> 12 Wall Strobe 15cd: Rite 4 Square Dap wl 1 Gang Ring; Muted at 80' to Bottom System Sensor SW ED 1 Wall Strobe Nut Wide 0 4SquareDeepwl 1 Gang Ring; Mounted at 80' to Bottom System Sensor SW Fil 3 Wall Strobe 15cd: Weatherproof: Red SA.WBB Back Box: brace 8r to Boftom SystemSensor II) 2 WallStrobe11ii:WeatheprootRed 0 SA.WES Back 13oir Surface at 80" to : ICI1 2 Ceiling Hom wl kobe 15cd: Whlle 4 Square Deep; Center on :41 i Tile 0 System Sensor paw 01 8 Ceiling Horn wl &robe 185cd: White 4SquareDeep,CenteronCellingTile System Sensor DC 2 Extric Bell; 10'; 24VDC: Red WBB Back BOEsurface MOSTA fir to Bottom 0 System Sensor SSM2440 EI 2 Strnp &rpm* 14-30VDC, 16.Navg 4SquareDeep 0 Dk DTK.41.APIV • ititt 1 FireSprintdeWaterfiowSitch 0 ,... , , by SpintWootactor 0 1 Fre Sprinkler: Taper Switch ED 2 Fre Spftler. Backllow Pmventer Tamper Switch , .. , . by SpriniktOrdrator @ 2 FireSprink1ePfVIOS&YSwitch (SD 7 Fre Sprinkler. Dry System: Alarm Pressure Switch @ 7 F Dry : Valve Tamper 0 0 0 0 ED 7 Fre Sprinkler Dpi Syste: ifighlow Presage Switth • 13 Motorized Smoke Ffre Damper 0 1 DustCollection,r, Control Panel FAS to Mordtor up to 6 hputs 0., . , by Dachanki Wats GE' 1 HYAC Fan blkiface 1 Discoed -t 0- Grounding Cable: IC 014AWG Green Insulation for Underground Illations ,.... ...byElcCtbye - Fire Alarm System Gutter Box Sized for Conductor RH 0 .,... .,by Elethal Cofactor .. 8 - 120VAC Emergency Circuit Dupla Receptacle for Fire Alarm Equipment Use Per RECTO &gib -ends . Verify Locations wl DLFP Alarm System `.1" Box (6x6x6) 0 0 Sized for Conductor Fill ... . by &trial Confractor Symbol Legend SYMBOL QTY DESCRIPTION MOWING REQUEMENTS 0 MANUFACT. PART SEATTLE, WA 98133 1 Combination Fre/Intrusion Control Panel Part Includes D8109 Fire Enclosure; Surface Moirit at 65" to top Bosch D9412GT343 bil•-Ai EMAIL: emontgomery@cachranic.com 1 Remote Annunciator . 80 Character D56 Surface ElICICISIffe at 66%o Top : 'ch D1256RB K PHONE: 425-486-2600 8 Addressable Photo Detector wl Base 4 Square Deep wl 3" Round Ring Bosch D7 wl D7050416 PROJECT MANAGER BRAD BURNHAM •bratibunthaitfs.utc.con EXT: 7612 1:11- i Duct Smoke Detector .4lifire Detector wl Relay Surface (Ref. Mfg hlonnation) System Sensor D4120 1 DuctDetector Remote Indicator w! Test Switch 1 Gang; Mounted on CeNng Grid or on Wall at Dr to Bottom System Sensor RTS.151 ID 3 Manual Pull Station; A ' w1POPIT 4 Squse Deep w11 Gang Ring., Molded at 481 to Top 0 GESecndty ES.10322 w1D9127U Ell 2 Wall Horn wl Strobe 15cd: White 4 Squse Deep wl 1 Gang Ring; link(' at 801 to Bottom 0 System Sensor pay E) 2 WallStrobe 15cd: White 4 Square Deep wl 1 Gang Ring; Mounted at 80° to Bottom 0 System Sensor Sy DEVICE DESIGNATION LEGEND: (ONYX) ADDRESSABLE INITIATING DEVICES: DEVICE '12x' PWS 't(7' '127' 'Da = DETECTOR V = MODU1E NOTE. A DETECTOR & MODULE WY HAVE THE SAME FIEW ADDRBS IMRE D D D s s 1D127 1M127 REMOVE TAB %I DIAL FOR MIMES 100 Ali) ABOVE NOTIFICATION VISUAL CIRCUITS: CIRCUIT TYPE 'C' FACP NAC CIRCUIT = APS NAC CIRCUIT • = 24VDC POWER CIRCUIT = 24VDC RESET POWER ORM 'S' = STROBE CIRCUIT ▪ = VOICEISPEAKER CIRCUIT T = AUDIO RISER CIRCUIT IT ME NOTIFICATION APPLIANCE• BELL SIZE DESIGNATION 'maim T=r8al. 90'.101Bal. '12•=12*BELL 41111--.7 VW WITHIN THE DEVICE DIDICATESTRAT MIS DEVICE IS WEATHERPROOF CAS TION '31= Mod '6' =60a1 'r :75 '9':95�1 '01= 110):I '15' =115:d • 135aI '50'2 150cti 'IT:lTlcd 185oi = HORN OILY = SPEAKER OILY SYMBOL & WIRE STYLE INDENTIFICATION MI 2C,D s �.s x 1111111MNIZI IN MIN= •l INN= IN II . RACEWAY WIRE/CABLE INDENTIFIER 2C?-.21YPE V CABLES D=1 TYPE IrCABLE ENLARGED VIEWPORT DETAIL INDENTIFIER TOPLINE ICAIEDDETAIL# BOTTOM LINE IS SHEET # 5 5 . ENLARGED VIEWPORT OUTLINE i SEE DETAIL IDENTIFIER SMOKE CONTROL ZONE BOUNDRIES alas ADA ROOM BOUNDRIES RACEWAY REQUIRED TO BE INSTALLED UTILIZING A 2Hr PROTECTION METHOD AC POWER (120, 240 or 480VAC) DIRECTION OF AIRFLOW THROUGH FSD DEVICE WIRING DETAIL NUMBER SHEET SPECIFIC ITEM NOTE FIRE ALARM GENERAL NOTES.. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH IfPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FORMAL CONDUIT ROUTING. ALL CONDUff &RIG AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. THE SYS'S! HU. BE MONITORED BY A U.L. LISTED MONITORING STATION BEFORE AHJ TEST. •VERIFY ALL LOCATIONS OF DEVICES WITH ELECTRICAUARCHITECTURAL PLANS. scaLE AND PLACE ALL DEVICE PER ELECTRICALIARCHITECTURAL PLANS. FIELD VERIFY WATERFLOW, SMOKE DAMPERSAND DUCT DETECTORS LOCATIONS. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. PEPA72 (2002)5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE MIAMI UNTIL AFTER FINAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN -IP MUST BE CLEANED OR RF2IJACED AND WILL BE INVOICED ON A T&M BASIS. - FACP SM. NOT BE ENERGIZED WITHOUT THE PRESENCE OF DETECTION LOGIC TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGEM TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER SID-OF-LINF RESISTANCE EACH CIRCUITS METER READING MUST BE DOCUMEiTED AIM PRESENTED TO DETECTION LOGIC FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 12. A SET OFO4STALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHAU. BE KEPT BY PROJECT FOREMAN FOR USE BY DETECTION LOGIC MINICAR. 13. AGREBENT AN3 CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH D.L. PROJECT; MANAGER ALL D.L FIELD SERVICES MUST BE SCHEDULED WITH Di. PROJECT MANAGER WITH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NOTAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF ME 4 ADDRESSABLE CIRCUITS IS ALLOWED PROADING A SPLICE IS PROFESSIONALLY INSTALLED, ROOMY IS OBSERVED AND SHIELDS ARE CONTINIZUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP OILY. CABLE SHE.DS SHALLBE SPLICED TOGETHER AT EVERY JWCTIM BETWEEN THE FACP AND TIE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TES TO GROUND ONLY AT THE FACP BY THE D.L FEED TECIVICIAN. 15. MOUNT AUDIBLENISUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80AFF TO A MAXIMUM OF 96' AFF. SEE FLOOR PLANS FOR CANDELA RATING OFEACH DEVICE INSTAUJED. 16. AS-BUILTS ARE REQUIRED AT NE OF AHJ ACCEPTANCE DETECTION LOGIC REQUIRED ELECTRICAL RED LINES MIN 2 WEEKS PRIOR TO ARJ TESTS. 17. NO LINE VOLTAGE IN SAME CONDUIT AS POWER UMITED FIRE AIM CABLE ALL /MAL PULL STATIONS ARE TO BE MOUNTED AT A HECHT NO GREATER THAN 48* TO TOP AtZ NO. LOWER THAN 36' TO BOTTOM. 4=5 Without Comments. • As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City sandards. Acceptance is subject to errors and omissions which do not authorize violations of adopted andards and ordinances. The responsibility for the quacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after tti4s date will void this acceptance and will require a resubmit -tat of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 6-g--1 I By: TUKWILA FIRE DEPARTMENT Please call 206-575-4107 and give this Fire Permit No. - F - and exact address for shut- down or restoration approval. PROJECT CONTACT INFORMATION: CUSTOMER: NAME: COCHRAN ELECTRIC ADDRESS: 120 AURORA AVE SEATTLE, WA 98133 CONTACT: ED MONTGOMERY M PHONE: 206-518-1375 FAX: 206-368-3191 EMAIL: emontgomery@cachranic.com FIRE ALARM I LIFE SAFETY PROVIDER: NAME:. DETECTION LOGIC FIRE PROTECTION ADDRESS: 2131230TH DRIVE SE, SUITE #103 • BOTHELL, WA 98021 PHONE: 425-486-2600 FAX 425-486-2611 SALESMAN: JOE SKVARLA •joe.skvarlags.utc.com OCT: 7616 PROJECT MANAGER BRAD BURNHAM •bratibunthaitfs.utc.con EXT: 7612 DESIGNER. BRIAN VANDERHEYDEN briarLvandetheydengs.utc.com EXT: 7906 NOTICE - A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fe and termination of the testing. PAID FEB 24 2011 TUKWILA FIRE Cicgigto it' 706 100% PERMIT SUBMITTAL SET FREALARM CONTRACTOR DETECTION LOGIC A UTC Fire & Security Company P: 425.488,2600 2131230th Drive SE, Suite 0103 F: 425488-2611 Bothell WA. 98021 E: ongsett@dlip.ccmt 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE M SCALE DEVELOPMENT RELEASE DATE O2N2O11 FIRE ALARM SYSTSA PROJECT INFORMATION & SITE PLAN FA•000 LLJCCW LLJ C7 L/7 c:v 0 0 Drawings RevO\FA-000 Project Info.dwg cn c c w LLJ0 0 v 1-- 0 J O O PLOT DATE: 22—Feb-2011 Wire legend SYMBOL DESCRIPTION WEST PEI PJI COLOR G TYPE OF CIRCUIT APPLICATION NOTES A 1 pair 16AWG Fro 'rq= CMS (FPIP) 1B Rad Jactet wl No Stripe Convent onai (®C) Circuit Route Cabe to Elevator Cornier for Auxl6asytiltrotor Ted Nat Felon C 1 pair 14AWG Fire Rated Cable (FPI.P) 8 Red Jacket OW* Stripe Ad* (NAC) or NAC Power Circuit Route Cable toINACFri Minn" GiantorkardHVACC�q Wird D 1 pair 16AWG Twisted I NON Shielded Fre Rated Cable (FPLP) q.:1B Red Jacket vd No Stripe Data (SIC) Chit R a120VACSwih2tLegfaHYAClfruMUT E 1 pair 22AWG T • 1 (CMP) ;y , ; Goy Jacket Emergency Phoned Area of Rescue Circuit Provide 314• or 1' EMT ' • Vetffy biro of 120VAC Power for Cabinet G 1 pair 16AWG Fire Rated Cable (FPLP) , „ B Red Jacket al Black Stripe Aux Reay Interface Non System Heat Detector for Beata Shunt Trip Cely, Mount TY t 18'' dot Sperber Head • DO NOTT•TAty Ilse 3412arc 1•110VACFaerfi Rehr toShmttTrip Breaker 13. Return 120VAC Porer The purpose of the 120VACPaw =; ,,4, wtoMays ensure powerteatfro last Stud TripHeat. Mie a0SiumtTrip Heats sothatanyHeatwSacmetheShagTripBreaker. Shunt Trip Breaker must be di e*ca bled byShad Trip Heat Detectors and carrot be routed bad FRCP(perWACE49642277) L 2 Coni 14AWG THHN (m EMT) 30 Polk Arra a 4I F P< Interface f for Alarm rr PttcStaftett N 1 pair 16AWG Twisted I Fire ;aa= Cable (FPLP) D991 Red Jacket wl Orange Stripe 466 Network Circuit Mount(C]NACC dro1.,4l;q:i:(or( 'lintels)' ' of FOPSSeriesPow w• use of provided Standoffs p 1 pair 14AWG Fire +;,4 4 Cece (FPLP) 40 Red Jacket elf Neon Green Stripe Aux Po tD rut ,'P ) Q 3 Cond. 18AWGTwisted ISNe did Cable (CMP) 253Q3B Gray Met AraofRescoe Asslstreme ss Lite Rororrte Cale AriiaOUttgrOund through Surge Suppressor for Lightning Protection prior to reconnection to any System DeyrceiCicut - R 1 patr 14AWG Are Rated Cable (FPLP) ; q ° K.: Red Jacket rd Neon Green Stripe Resellsble Aux Pov C'rcu t Num the use ofKiser Rated Ctleviten . - $ 1 pair 14AWG Fre Rated Cal* (FPLP) { ;: Red Jacket wd White Stripe Strobe (NAC) Circuit T 2patr24AWGTelephone Cattle CATS GoyJacket Telephone Circuit U 1 pair 14AWGFieRated Calle (FPLP) f q K,: Red halal wlYale Stripe NAC Sync C cu1t. W 4 Cont 16AWG tie liaised Cite (FPLP) Red Jacket wl It Blue Snipe Test ,Pq, w• C• it Flag Nates NOTE# DESCRPPIION 1 R, oro Cable ToFro Aron JBox onFloor Below 2 Rolm C ToF eAkanJBoxonRoorAbove 3 Route to for TPhasel) 4 Role CableteElevator Coddler for AXerndeRecall (Phase2) 5 Route Cabe to Elevator Cornier for Auxl6asytiltrotor Ted Nat Felon 7 Route Cable to FACP Gutter 8 Route Cable to FATC on same Level 9 Route Cable toINACFri Minn" GiantorkardHVACC�q Wird 10 Route 120VAC Switch Leg of Ct ter ►. „4 sft (on Alen) tin 15201 11 Route 120VACtenth lagofDo Cia for Door MR•201 12 R a120VACSwih2tLegfaHYAClfruMUT 14 Route Cable to Tel itOne ,A, ,a4. - Room and Terminate Plane tires ori 2• RJ•31X Jacks that are located with 36' of FRCP. D'Igrlal ComrstilitAIDiakr Fronded and Programmed by _ Agency. DLFP MIL NOT Program any Met whew bribed by an Agency other than DLFP. 22 Provide Properly SSitaadGutter ttbe rFACP,YECPorFCPStoaraatsthe ' ofNEC70 23 Provide 314• or 1' EMT ' • Vetffy biro of 120VAC Power for Cabinet 24 Catnecffal::: fA4El1 27 Provide Fre Alarm of Shunt Trip lied Detectors. Loop type 11 Calve fq 4. ;{, N.O. C rets cm Strood Tip float Dete tors and place EOLq : �,q� inside J•Box it Mach Room. 28 Non System Heat Detector for Beata Shunt Trip Cely, Mount TY t 18'' dot Sperber Head • DO NOTT•TAty Ilse 3412arc 1•110VACFaerfi Rehr toShmttTrip Breaker 13. Return 120VAC Porer The purpose of the 120VACPaw =; ,,4, wtoMays ensure powerteatfro last Stud TripHeat. Mie a0SiumtTrip Heats sothatanyHeatwSacmetheShagTripBreaker. Shunt Trip Breaker must be di e*ca bled byShad Trip Heat Detectors and carrot be routed bad FRCP(perWACE49642277) 29 Coon:bate with FIN Sp tinkkter for ConnecGorts 30 Smdce Detednr cloth 6Q' of Doors. See NEPA 72• Chap 6.16.6 Smoke Detectors for Door ire Service' 31 f for Alarm rr PttcStaftett 32 Prov WreO d"WG"fccFroAl mDevice 33 D toxon ainffimTop ofthe Shaft, oronSidewail IfnairriedonSidewallmotmdb en 4' rid 12'fiOnliheCedmg 35 Mount(C]NACC dro1.,4l;q:i:(or( 'lintels)' ' of FOPSSeriesPow w• use of provided Standoffs 39 iOo 4111t6'backboxil tri :` °: rPr. Unitfa b r,4,,r .,;,4 futreVizi Expansionre r porIFCRekp 40 For 8kapbtgAr s, rnAAurioMsualfievlceswrilm't14' Arequired Arrosnv tllfretepollte Dodo rlhan24'citheCe0Ing 42 ,'P ) 46 PowerSt yfOr tt : hxnittl ar tfiACE1 &NAC#2atd is r fforNACDevfoe$: Input 12 Controls NAC 13 d MAC 14 is used fa24VDC Continuous Poo Output 48 This FSD is protected by an Area Smoke Detectors located it a0 mea%that this FSD Is supplying ate to. 49 Rororrte Cale AriiaOUttgrOund through Surge Suppressor for Lightning Protection prior to reconnection to any System DeyrceiCicut - 70 Rate Cori le to 4x4x24 Gutter located it Electrical Roam C05 71 Route Cable batsmen Asea of (ARA) it TSO d Sale House Bullfrogs . 96 Num the use ofKiser Rated Ctleviten . - 4 35 42 LEVEL "CII ELEVATION VIE SCALE: MS D,2N,P UNDERGROUND JLEVEL 01 ELEVATION VIEW (9LEVEL 02 ELEVATION VIEW SCALE: NTS SCALE NTS TSO BUILDING FIRE ALARM SYSTEM DISTRIBUTION RISER 5 SCALE: WS THIS SD11tON HAS NO moil G4PAf(lf. 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NONE LAST MOOED ON: MIG 13, ZOQsrt FILENAME FA -01_44-5 INNE hvg FIRE ALARM CONTRACTOR DETE'CTION L.OGIC A UTC Fire & Security Company P:4254852600 21312 30th Dave SE, Suite 0103 F: 425186-2611 &M8, WA. 98021 E: engseat§dNp.com 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE 1 1 SCALE: DE11ELOPEMENT RELEASE DADA 2011 FIRE ALARM WIRING DETAILS FAO11 ao N Cn -c a, 0 d L▪ acr▪ t LL 0 a rn .0 tuW 0 0 Cr) 0 Y J O S]7 O 0 i 'E J 1% Q v PLOT DATE: 22—Feb-2011 SLC {)aITA • 1 11 .1 L SBUS POWER SBUS DATA OUT CCCC PP SK -5820 CONTROL PANEL WIRING SCALE: NONE DEVICEONE4INELAYOUT ASSHOWNONFLOORPLANS MAC CIRCUIT #4 NAC man MAC CIRCUIT # RAC CR1 TI1. 24VDC OUT 24VDC OUT LAST HOOFED ON: JAM 31, 2011 FILENAME SBUS DATA SBUS POWER 1 E 42.4 PE es• .L a tiM� i f, • i f3 aew,wu..• Sao = li , • e rig E na.ae'aa rerevactx M DEVIOE ONE•I NE LAYOUT A ASSHOWNONFLOOR PLANS SK -5860 REMOTE FIRE ALARM ANNUNCIATOR SCALE: NONE LAST MODIFIED ON: JAN 31, 2011 FILENAME: rte----.. I `. - ".\ y ';�yj 1 i i V.- 1., /�I 1 {- i• i % I ` , j • • .. 1� O ss I 1 • MOUNTING ISOMETRIC FOR DETECTORS &MODULES ;;iI; ;E LAST QED ON: OCT 30, 2009 FILENAME: FA -Dili -D-1 --- • `s: rte, ,l • r' ' 1 i• t . 1 { % • ,1.1.1.40..J. -..N31----%•... . r ---i c_i _...07.1i,- ' J .i -...._.' ....:_,I. -..-...... ,• ..J 1 '3S �1Ir• - ("): `, 'r ' I)` 1i • ;, r \ 6,--i���'> Li I �L '' I- I 1 1• •, t.;mo�"'�•`L �<pi I s r I I , •�,, _••.� i I P - `, MOUNTING ISOMETRIC FOR HORNISTROBES SCALE: NONE LAST MODIFIED ON: _OCT 30, 293 FII . FA -1111.5-D-2 (i1 f ' 11 it jtf-3!;iI Kg; 3 11 i ..E 1 act.. 13 k....,.....,.,-........_C�c,®i I 1 if . I 1:1 426,7 9-2 '7? r 1112 Uits 1117,Etin'3'Ia"2 08103 ENCLOSURE �DEVICE ONE•U NE LAYOUT AS SHOWN ON FLOOR PLANS N,P nI I� , _-_ III tiS 1 1 jl D9412 SERIES CONTROL PANEL WIRING - SCALE HOUSE SCALE: NONE LAST MODIFIED ON: JAM 31, 2011 F1IENAME - - DEV EONEUNELAYOUT 1 ASSHOWNONFLOORPLANS D9127U POPIT $CALE: NONE ONITORING WIRING - SCALE HOUSE LAST MODIFIED ON: JAN31, 2011 FILENAME FIRE ALARM CONTRACTOR DETECTION LOGIC A UTC Fire & Security Company P:42saas soo 21312 30th Drive SE, Suite *103 F: 425r485-2811 Bothell, WA. 98021 • E: engsea@difp com 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE 1 1I1 SCALE: DEVELOPEMHI T RELEASE DATE: 0210512011 • FIRE ALARM WIRING DETAILS FA.012 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. rn CU W W J U PLOT DATE: 22—Feb-2011 NEC. 760.10 Fire Alarm Wiring Installation Facts Nov 1, 2006 12:00 PM, By Mike Holt, NEC Consultant Article 760 tells us how to install wiring and equipment for fire alarm systems, including all circuits these devices control and provide power to. What it doesn't tell us is when a fire alarm system is required to be installed in the first place — or where to place the alarm equipment, such as pull stations or homistrobe units. For installation information, consult the locally adopted building code or NFPA 101, life Safety Code. For placement of such equipment, tum to NFPA 72, National Fire Alarm Code. As defined in NFPA 72, residential smoke alarm systems (including interconnecting wiring) are not powered by a fire alarm system. Therefore, Art. 760 does not cover them. Fire alarm systems include fire detection and alarm notification, voice communications, guard's tour, sprinkler water flow, and sprinkler supervisory systems [760.1 FPN 1]. Chapter 3 in reverse. When. applying most Articles in Chapters 5 through 8, Chapter 3 wiring methods apply — except as noted. When applying Art 760, Chapter 3 wiring methods do not apply, except as noted. You'll find the Chapter 3 references, as well as some other Article references, in 760.3. One of the requirements is, naturally, that of firestopping. Openings in fire-resistant walls, floors, and ceilings must be sealed to minimize the possible spread of fire or products of combustion [300.21]. This requirement logically leads into the requirement to remove abandoned cable. Doing so limits the accumulation of products of combustion within a building. You must remove the accessible portion of fire alarm cable that isn't terminated at equipment and not identified for future use with a tag [760.2]. This rule doesn't require the removal of concealed cables that are abandoned in place. Cables in raceways are concealed cables, per the definition of "concealed" in Art. 100. Some Chapter 3 wiring methods apply conditionally. For example, suppose you want to install fire alarm cables in ducts or plenums. if this is necessary for the direct action upon. (or sensing of) the contained air, such as for a smoke detector inside of an air duct, you can do it, but only if you install those cables in electrical metallic tubing, intermediate metal conduit, or rigid metal conduit per 300.22(8) (Fig. 1). When necessary for direct action upon, or sensing of contained air, NPLFA cables. can be installed in ducts or plenums if Installed in EMT, iMC, or RMC. (30022(B)]. Fig. 1. If you want to install fire alarm cables in ducts or plenums for the direct action upon (or sensing of) the contained air, such gG NEC 760.10 FIRE ALARM INSTALLATION WIRING PRACTICES 25 SCALE: NONE as for a smoke detector inside of an air duct, you may do so, only if you install those cables in electrical metallic tubing, intermediate metal conduit, or rigid metal conduit per 300.22(8). You can install plenum -rated fire alarm cables above a suspended ceiling or below a raised floor used for environmental air movement [760.30(8)(1) and (2), 760.61(A), and 760.82(A)]. You can also install nonplenum-rated fire alarm cables above a suspended ceiling or below a raised floor used for environmental air, but only if you install the cable within electrical metallic tubing or one of the other raceways identified in 300.22(C)(1). Nonplenum-rated fire alarm cables are; of course, allowed above a suspended ceiling that is not used for environmental air. Fire alarm cables installed beneath a raised floor in an information technology (IT) equipment room aren't required to be plenum rated [300.22(D) and 645.5(D)(5)(c)j. The power source for a fire alarm circuit must not be supplied through a GFCI or an AFCI [760.21]. But this limitation applies only to the circuit that supplies a power -limited fire alarm system (PLFA) or a nonpower -limited fire alarm system (NPLFA). This rule is • not intended to apply to the single station smoke alarms commonly found in a dwelling unit. Once again, Art. 760 does not cover these types of devices. Fire alarm cir'cutts must be identified at all terminal and junction locations: Fig. 2. Labeling is required for fire alarm circuits at all terminal and junction locations. Access and execution. As with many other Articles, Art. 760 requires you to install equipment and cabling in a neat and workmanlike manner [760.8]. Although the NEC doesn't define this, qualified workers know the difference between sloppy and neat work. Article 760 also provides a few hints as to what the AHJ will expect For example, one aspect of 'sloppy' is allowing ceiling -routed cables to accumulate in a way that prevents moving the ceiling panels so a person can get to them [760.7]. Article 760 also tells us that one aspect of good workmanship is supporting the cables by the structural components of the building so the cable won't be damaged by normal building use. Secure those cables with the right hardware, and take care not to pinch or damage the cable when you do. Common sense says you haven't done quality work unless you have properly labeled the circuits at terminal and junction locations. This labeling is a requirement for fire alarm circuits [760.10] (Fig. 2). But, contrary to some manufacturers' statements, Art. 760 does not require you to mark raceways and cables [760.42]. Where Art. 760 is silent on other aspects of good workmanship, don't read something that's not there. To avoid being forced to rewire or reinstall, don't ignore the generally accepted workmanship practices. Circuit types. A fire alarm system circuit can be one of two types: NPLFA or PLFA. What's the difference between the two? • An NPLFA can operate at up to 600V, and the power output isn't limited [760.21]. • A PLFA has the voltage and power limited by a listed power source that complies with 760.41. This difference means easier installation requirements for PLFA circuits, but these two types of circuits share all of the requirements detailed in Part I. NPLFA. To meet NPLFA requirements, you'll need to refer to Chapter 3 and use those wiring methods where specified. Here are some highlights. Overcurrent protection. For conductors 14 AWG and larger, this must be limited to the conductor ampacity per Table 310.16 and 240.6(A). Overcurrent protection can't exceed 7A for 18 AWG conductors, or 10A for 16 AWG conductors [760.23]. Wiring methods. NPLFA circuits must be installed using Chapter 3 wiring methods, and all splices must be in enclosures [300.15], except for splices and terminations in fire alarm devices and utilization equipment (e.g., detectors) [760.30(A)(1)]. This rule does not apply to multiconductor NPLFA cables for circuits operating at 150V or less [760.30]. Conductor size. Only copper conductors can. be used for fire alarm systems. You can use conductors of sizes 18 AWG and 16 AWG (installed in a raceway, enclosure, or listed cable) if they do not supply a load that exceeds the ampacities given in 402.5. Conductors larger than 16 AWG must not supply loads greater than the ampacities given in 310.15 [760.27(A)]. Conductor insulation. Use conductors with a 600V insulation rating, and comply with Art. 310. For conductors 18 AWG and 16 AWG, comply with 760.27(8). Table 402.3 provides application provisions [760.27(B) FPN]. Number of conductors in a raceway. Comply with the fill requirements of 300.17 [760.25]. PLFA. PLFA requirements, found in Part III of Art. 760, apply to the load side of the circuit. For supply side wiring and equipment, use Part Il (NPLFA), as well as the general installation rules in Chapters 1 through 4 [760.51]. Fig. 3. Splices and terminations of power -limited fire alarm circuits must be made in listed fittings, boxes, enclosures, fire alarm devices, or utilization equipment. Wiring methods. You can use NPLFA wiring methods and materials [760.52(A)], if you choose, instead of PLFA. The PLFA wiring requirements are minimal 760.52(B)]. You can sum them up this way: Put cable splices or terminations in listed fittings, boxes, etc., and ensure exposed cables are adequately supported (Fig. 3). Separation from power conductors: Provide a minimum of 2 inches of separation between PLFA conductors and conductors of electric light, power, Class 1, or NPLFA circuits, unless you meet the requirements of 760.55(G) (Fig. 4). Don't put PLFA conductors in any enclosure, raceway, or cable with conductors of electric light, power, Class 1, or NPLFA circuit conductors, except when you: • Provide barriers. • Meet the requirements outlined in 760.55(D), one of which is that these conductors are present solely for connection to the same equipment. Fig. 4. Provide a minimum of 2 inches of separation between PLFA conductors and conductors of electric light, power, Class 1, or NPLFA circuits, unless you meet the requirements of 760.55(G). Class 2, Class 3, and communications circuits. Class 3 and communications circuits can be in the same cable, enclosure, or raceway as PLFA circuits [760.56(A)]. Class 2 circuits can be in the same cable, enclosure, or raceway as PLFA circuits — if the Class 2 circuit conductor insulation isn't less than that required for the PLFA circuits [760.56(B), 760.82(C)]. You can't install audio system circuits [760.56(D), 640.9(C)] (using Class 2 or Class 3 wiring methods) in the same cable or raceway with PLFA conductors or cables. Listing. Part IV of Art. 760 details the listing requirements. This information is primarily for manufacturers. What does this mean for you? Use the cables listed for the application. The NEC doesn't require outside or underground cable to be listed, but the cable must be approved by the AHJ as suitable for the application per 90.4, 90.7, and 110.2. Give special consideration to cables in areas that move or transport environmental air, so as to reduce the hazards that arise from the burning of conductor insulation and cable jackets. Because listed plenum -rated cables have adequate fire -resistance and low smoke -producing characteristics, you can use them in environmental air space. But you can't use them in ducts or plenums. Before deciding how to install fire system equipment or wiring, tum to Art.' 760. Apply the requirements of PartI, regardless of the power level. Apply the requirements of Part II to the supply side and to load side wiring and equipment of NPLFA Don't apply Part III requirements unless the power source for the circuit is a Class 3 transformer or power supply, or it's a listed PLFA power source [760.41]. if you find it more economical to apply Part 11 requirements in place of PartIll requirements, Art. 760 allows you to do so: Review a line drawing of the circuits involved, before making this determination. LAST MODIFIED ON: FEB 23, 2009 FILENAME: FA -DILE -D-1 I: "1.0"Iri e NE dag SCALE: DEVELOPE#IENT RELEASE DATE: Q2ttt5t1o11 FIRE ALARM WIRING DETAILS FA -013 ! t 9 -1 FA.200 ••••• I /\ • - „ -- / • • MO .111111111MON110 11111• ,11.10 .111.1 MS MO =I MO 0111 I= MN MI OW OM UM Mb OM 4•11. . • • .1 • BUILDING CRSS S CTI SCALE: I/16' = l'-0' • TRANSFER RIJILD110 ROOF TOc, • L • 3LJ— 4 TO pnn TSO LEVEL 288'— 7" NC LEVEL RECEIV!1•Y4 LEVEL /._ — TOP LOAD LEVEL ' 6 iktPt, ' 6 -):p —. • COMPACTOR EVE —0 ..•••°". it= - -cc Cr) a> a> TRANSFER BUILDING ROOF TOS • c.) 7125'-4' C$ t. - a> sc .44,, ISO. Roor (Nom). c., 3c)-Y—Q" CN.1 LEvF' --:-: m ej 4,, TIPPING LEVEL (N)m) _... t=1 ecC C., 1 _ 41 RI- ;.- - C.0 ' 1 1 r.sic, EVEL(., NOM) ' 26P;-6" — , --;- • TOP LOAD LFVEL I.; r) r• - ' • " ' - % Logy -6 (NOM) , PLOT DATE: 22—Feb-2011 ) 1 ; • • 14 • I ' • i de 16 , - • 1 1 ! I I- t 1 I I • nl• ! . I ' f ' 1111111.11111ill" 11! - • • : I"J: • ' .1 It! F1 i !!P • • • . i! - • • •• 1 1,•,',1 I • -1•:•-t . " - I _7 • ' • ••• I:P- : • •• .Th P-.—• • BUILDING CROSS SECT ON - ALONG GRIDLINE A.2 LOOKING WEST 1 ; • 1! t • • , I • / • .• t0 SCALE: 1/16' = l'-0' fr, 1 • ••• i in i .- • • • - ( 15 t1E) ••• /• I •• I ,• d 1 -1- ! 1 - I 1 I I I_ I i ' t 1 I -11 f 1-;-"trri I 11 Fr - .1 11111 '1 11•1 '111V 11' j 1! I I 1 1 T T111 41111 ,„„, r. 1111 1 1111 i trui I I it Ifift [WO Iry11:I9' nr-pietlioN 111 , 11::1111 • 17 • .. •-‘• -------------------- • 111 -- 3 -- - 11111.-I II 11111 I 1101 1111 1 11 - 1 I 1111 rl 101 „ . LL • „it • . . . • . • • . - . . • ' . . .• • COMPACTOR LEVEL (NOW EVIEVV OF, EAT ELEVATION D • 32 SCALE: in = 1'4" 16 128 4 0 1— LIJ =::–'f2113d5B5 • • FIRE ALARM CONTRACTOR • • • • • • DETECTION LOGIC A UTC Fire & Security Company P:425488-2800 21312 3Oth Drive SE, Suite *103 F: 425486.2611 Bathe% WA. 98021 . . engsea@dIfp.com 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE gl SCALE: men r• 114)" DEVELMENT RELEASE DM: 02105/2011 EAST ELEVATION. .. & WEST CROSS SECTION FA•090 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESE PLOT DATE: 22—Feb--20 1 I; FA•200 ✓ r r r r r r r r r r r r r r r r r r BUILOWGCROSSSECTION- ALONGE 11.7 LOO SOl7Tf� SCALE: 1/16=1'-0' TRANSFER BUIL IFN^ ROO • 3 tiT-SO ROOF • '029 � _'.. `• !; ;PIE1 —7z' -.J" • 4 Ec'EIV!N� LEVEL • t00_t:, int am ON SIM BUILDING CROSS SECTION -ALONG GRIDLINE 11.7 LOOKING SOUTH SCALE: 1/16' 1'-0' T ANSFEI r ILCill G ROS i= ..0.S. A „ ▪ TIPPING •LEVETs .(NOM) • RE„E IVING LEVEL (NOM) r -. 8 —6 VIEW OF NORTH ELEVATION SCALE: 1/16 =1'-0' n f -p 0 '- 32 C41 SCALE: s" - 16. 12 8 4 0 tQuzrtt SCALE; 1116:1'-0° DEVELOPEME T RELEASE DATE: 02/0512011 NORTH ELEVATION & SOUTH CROSS SECTION FAo91; © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. What Is Meant By Polar Light Dislribution? UL 1971 requires a polar light distribution pattern to enhance the likelihood of alerting hear- ing impaired individuals throughout an area. Polar refers to the way the standard measures light intensity -both hori- zontally and vertically -at viewing angles ranging from 0 to 180 degrees. The adjacent diagrams show the values required for wall mounted and ceiling mounted units. Ligid Output - - Vortical Distribution, Woll To Roar Light Output - WOW Dispersion, Coiling To walls And Floor 0050 SO . 4S 40 Roof Degrees Percent of Rating 103 90 65 - 46 34 0 5-30 35 40 45 50 S5 60 65 70 75 80 85 90 27 • 22 • 18 16 15 13 12 12 12 Degrees 0 5-25 30-45 50 - 55 60 65 70 75 80 85 - XI floor Percent of Rating 100 90 75 55 45 40 35 35 30 30 25 25 I •• ! i‘ I •• • WALL: MOUNT LUMEN CALCULATION • .GRIDLINE "0" CEILING -.MOUNT LUMEN. CALCULATION : GRIDLINE -"D" CEILNG MOUNT LUMEN CALCULATION -GRIDLINE "A" WALLMOUNIUMEN CALCULATION tor Milmoyitits iscoor.coreforciptigi 3tioncecdtlipleSitivits.93- Pyroci.S4o.44 Eqiiv.lect Facthial1°.11."-.7""7".."0.4friPTi4-21,,41/...01.1e12$11441752-i 131...."...F..O..10. 10P- Mr kfr.a.:0.444 . oil macre • • NOTE This calculator uses data provided by the user In perform the calculations described In Chapter 7 of the 2002 edition of NFPA 72, which permits the use of a performance-based alternative In lieu of tables for spacing ceilhg mounted auclible/visble devices. The user must utilize either Table 7.5.4.1.1(b) Room Spacing Table for Celling-Mounted Visible Appliances or the performance-based alternative to determine the required light output, not both. • Square Room Ste: Up to 161 16' • • Ceiling Height: 50' ' Candela: 185 Inscrbed Circle Radius: 8' • _____. Inecrbed ..qt.ilvalerit Fadlitation. _ ., - Inscr bed Equivalent Fadlitation Angie UL Required Distance LunensiFt2 Angle le_ Required Distance Lumens/Ft2 I i 0 185.00 ' • 50.00 0.0740 0 185.00 46.00 0.0874 i -5 166.50 50.19 0.0661 10 166.50 46.07 0.0784 15 166.50 30.91 0.1743 . • •20 166.50 23.39 0.3043 . i 25 166.50 18.93 0.4647 30 138.75 16.00 . 0.5420 20 166.50 48.95 0.0695 35 - 138.75 13.95 • 0.7132 - • 40 138.75 12.45 0.8958 45 138.75 11.31 1.0840 45 138.75 42.43 0.0771 50 101.75 • 10.44 0.9330 50 101.75 39.16 0.0663 55 83.25 9.77 .. 0.8728 5583.25 36.62 0.0621 60 74.00 9.24 0.8672 • ' 65 .64.75 8.83 0.8310 65 64.75 33.10 0.0591 70 64.75 8.51 .0.8934 70 64.75 31.93 0.0635 75 55.50 8.28 . 0.8091 . 80 - 55.50 8.12 0.8410 80 55.50 30.46 0.0598 85. 46.25 8.03 . 0.7172 • 90 46.25 8.00 0.7227 .75 90 46.25 30.00 0.0514 Assumptions: 1. Minkmrn calculated Illunination requirement of 0.0375 knift2. 2. Square rooms wtth ceiling mounted strobes h the center of the ceilhg. • 3. Illumination is calculated for two perpendicular planes with brightest profile. • 172011 2:44714 cf I NOTE Tints calculator uses data provided by the user to perform the calculations described In Chapter 7 of the 2002 edition of NEPA 72, which pernits the use of a peformance-based alternative In lieu of tables for spacing ceiling mounted aubia/visible devices. The user must utilize either Teble 7.5.4.1.1(b) Room Spacing Table for Ceiling -Mounted Visible Appliences or the Performance-based alternative to &biotite the rewired light output, not both. • Squae Room Size: Up to 60' x 60' Ceiling Height: 52' • Candela: 185 Inscrbed Circks Radius: 30' . Inscrbed Equivalent Facilitation • _ _ _ , _ _ - Inscr bed Equivalent Fadlitation i Angle ti. Required Distance LurnensiFt2 Angle le_ Required Distance Lumens/Ft2 I 0 ' 185.00 52.00 0.0684 0 185.00 46.00 0.0874 5 166.50 52.20 0.0611 10 166.50 52.80 0.0597 15 166.50 53.83 0.0575 10 166.50 46.71 0.0763 20 166.50 55.34 0.0544 . 25 166.50 57.38 0.0506 . 30 138.75 60.00 0.0385 20 166.50 48.95 0.0695 ! 35 138.75 52.30 0.0507 - • ' 40 138.75 46.67 0.0637 45 138.75 42.43 0.0771 50 101.75 39.16 0.0663 • 5583.25 36.62 0.0621 60 74.00 34.64 0.0617 ' 65 64.75 33.10 0.0591 • 70 64.75 31.93 0.0635 • • 75 55.50 31.06 0.0575 80 55.50 30.46 0.0598 " 85 46.25 ' 30.11 0.0510 .75 90 46.25 30.00 0.0514 80 55.50 30.46 • 0.0598 Assumptions: 1. Minirntrn calculated Illumination requirement of 0.0375 imift2. 2. Square rooms with ceiling moulted strobes In the center of the ceiling. 3. Ilk/m 'nation is calculated for two perpendicular planes with b'Ightest profile. /27001. I 2:37? • .... 30 • • ; , 1 : i, • 1 i. . ., ., : i ...___•::_.--i.".., ;--- --...ee-r--- . . . , . .1,.._,.........-; • ' -.... -.L..-- -.... - --... • :; - --- :....• ••.'''' „...„,f,„, .__--...._---.•.-,..r.-----r-7-- e,.7.•-•'=-7-rt-__„-r2L.,..':.-F5F.::.---"-----';::::-."-r"---- • --- -.-e-7--:;:--;ee--es:..-?-.-------- . ; . ...... ...... •- •._ . • - ^ ... E I LOCATION OF CEILING MOUNT HdRN/STROBE NOTE: This calculator uses data provided by the user to perform the calculations descried In Chapter 7 of the 2002 edition of NFPA 72, which permits the use of a performance-based alternative In lieu of Woes for sparing ceiling mounted audible/visible devices. The user must utilize either Table 7.5.4.1.1(b) Room Spacing Table fix Ceiling -Mounted Visible Appliances or the performance-based - alternative to determine the required fight output, not both. Squa-e Room Ste: Up to 60' x 60' •• Ceiling Height: 46' Candela: 185 Inscrbed Circle Radius: 30' . • - Inscr bed Equivalent Fadlitation • Angle le_ Required Distance Lumens/Ft2 I 0 185.00 46.00 0.0874 • • 5 166.50 46.18 0.0781 10 166.50 46.71 0.0763 • - . 15 166.50 • 47.62 0.0734 20 166.50 48.95 0.0695 - • 25 166.50 50.76 0.0646 30 138:75 53.12 0.0492 35 138.75 - 52.30 0.0507 • 40 138.75 46.67 0.0637 45 138.75 42.43 • 0.0771 ' 50 • 101.75 39.16 0.0663 • 55 . 83.25 . 36.62 0.0621 • • 60 74.00 34.64 0.0617 65 64.75 .33.10 0.0591 " 70 64.75 31.93 0.0635 .75 55.50 31.06 0.0575 80 55.50 30.46 • 0.0598 85 46.25 30.11 0.0510 . 90 46.25 . 30.00 0.0514 - • Assurnptbns: . 1. Minimum calculated Illumination requirement of 0.0375 Im/ft2. 2. Squere rooms with ceiling mounted strobes In the center of the ceiling. 3. 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The user must utilize either Table 7.5.4.1.1N Room Spacing Table for Ceiling -Mounted Visble Appliances or the performance-based alternative to determine the required light output, not both. - Square Room Size: Up to 16' x 16' ' Ceiling Height 55' • Candela: 185 Inscrbed Circle Radius: 8' - • .inscribed Equivalent. Facilitation . Angle UL Required Distance LumenS./R21 • . - . • - . • . - - . - . • 0. 185.00 55.00 0.0612 5 . 166.50 55.21 0.0546 10 166.50 46.07 0.0784 j; 15 166.50 30.91 0.1743 - 20 166.50 23.39 0.3043 i• 25 166.50 • 18.93 • 0.4647 '• 30 138.75 16.00 0.5420 * . • 35 - 138.75 13.95 • 0.7132 40 138.75 • 12.45 0.8958 . i 45 138.75 11.31 1.0840 50 . 101.75 10.44 0.9330 . 55 83.25 9.77 0.8728 60 74.00 9.24 0.8672 65 • 64.75 8.83 0.8310 70 64.75 " 8.51 0.8934 75 - 55.50 8.28 0.8091 80 55.50 8.12 0.8410 85 46.25 . 8.03 0.7172 . . 90 46.25 - 8.00 0.7227 Assimptions: - 1. Minimum calculated Illumination requirement of 0.0375 Irrifft2. . 2. Square rooms with ceiling mounted strobes In the center of the ceiling. - • 3. Illurnhation is calculated for two perpendicular planes with brightest profile. • • 1 /37/3011 21479 • CAD FILE: M:\Projects\201 PLOT DATE: 22—Feb-2011 -- 4-e "••••• i I -- • -.\\\ r:..211--: t„, • .• • • •z-• 11111\\\\ , : • • T;;‘ - • • • .• . ‘‘ "- afi ' . it: • ' - ^ s e • • 'a 'a I ! I i ! i •- --•- • • LUMEN CALCULATION, BUILDING CROSS SECTION - ALONG GRIDLINE 12 LOOKING SOUTH SCALE: 1/8V-01 41. is 16 SO1 M Ct. C$ ' 11 11 11 't••13 LLI I .411 Ca CO SCALE:I" ra 11-0" ig 8 6 4 20 ti FIRE ALARM CONTRACTOR DETECTIONLOGIC A UTC Fire & Security Company 11 P: 4254084M 21312 30th Drive SE, Suite #103 F: 425.186-2611 te"""."'"-- Bothell, WA. 08021 E: engsenedifp.ecen 18800 ORILLA ROAD SOUTH, TUICWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE • I M SCALE 118"=11.0`. DEVELOPMENT RELEASE DATE: •0=011 ez, MAIN LEVEL CEIUNG & WALL DEVICE LUMENS CALCULATIONS •FA -092 crh d CD J V O CD cr▪ ha CD CD v a> J Cn iv o L J PLOT DATE: 22—Feb-201. 1•111M111•1111111• NM. IBM Mal 16 N SCALE: 8" = 1' 8 6 4 2 0 a 1 ED H CZ EL IW 0 g ISMER tiW FIRE ALARM CONTRACTOR EPPETECTION LOGIC A UTC Fire & Security Company P:425-488,2600 2131230th Drtvo SE, Suite #103 F: 425488.2811 Bothell, WA. 98021 E: itp.eorn 1 1 , • !Ill mi v. 11 ' _gi RI. 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE x 0 c�c� c G nI 11.1111 SCALE: . 118•:l'.O DEVELOPMENT RELEASE DATE: MOM 1 COMPACTOR LEVEL FIRE ALARM LAYOUT FA.100 1 LL - CD CDJ 0 Li cD cD CO crt0 PLOT DATE: 22—Feb-2 i 1• 1 i-------t-----nuu COMPACTOR BAY i COMPACTOR BAY 1 CO1 J: ININ FIRE ALARM CONTRACTOR ETECTIO LOGIC A UTC Fire & Security Company F: 4254864800 21312 3001 Drive SE, Suite 6103 F: 425486-2811 Bothell, WA. 98021 E: engaes?dIp.eom fs ej• - - i 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE . 0 O ii EI N SCALE: in =1'-0" 8 6 4 2 0 W CL. 0 0 SCALE: 118'=1'.O' DEVELOPEMENT RELEASE DATE: 02105/2011 COMPACTOR LEVEL FIRE ALARM LAYOUT FA -101 . . ggg-gg-gggggggg -aaa • • . . • . • • . — . . - • . . 4 -- D / . /I • ti ISER ROOM #105ENLARGED VIE* Was 71. DPII1089 f -f i 1•1 , i • ' , I f ' I 1 f i ; ,____ , • •-1 -__ ' L._ , • i . . 777 777.77-77rT= -7 77777- - 7 77:77 7 7 7: 7777 ALD -777-7 ------7 -7r.7 Sou -- - - - SCALE: 1/4' =1-0' 0 } • CUR On STRICINE "cP • SW—HAUciol _llp_pR N1A-2 - _ CUR CNID STRIKNIRE C -c6 NIA -1 4.7K 1 \ • • - -771-ff C cp- cip . N2 ,...tzwffeu --41> 4,11 11 ilog-101 A.F.F. r --e---5 TO O.OSET •• 111111.• • MI PLOT DATE: 22—Feb-2011 2c4 1 I !VI r.4• !-•••••11, ("DID A • in MINN. • • • • IMMO III 11111.• IR IR .111111111 111,1.1111111011 In =Mfg 1• aEc 115 • 1111.1M=M11 • • MOM • • MOND IS MINIM OM IN • IN 6.11•1101.114 MI • • • SWIM& MO OP N. MEM. IS • ••••• • lit 2C -cp 1A-2 FA102 II MOND MI MOM • IMMO • • MINIM • 10/11.0 • FA104 - 1 1• 1 1 • 1 1 1 - IS • 1 FIRE AtARM CONTRACTOR • DETECTION LOGIC A UTC Fire & Security Company P:425-48&2600 21312 30th Drtve SE, Sults 0103 F:.425488.2511 Bothell, WA. 98021 •E: enteroat*Efluxom , . ,.,.. ,...,;.,. L .—, 11 1, .. _ • 18800 ORILLA ROAD SOUTH, TUBWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE P LlJ • • SCALLDEVELOPEM. ENTRusE1tB1' . . DATE:021051 • SCALE: in = VOn 16 8 6 4 2 0 hu. MAIN LEVEL FIRE ALARM LAYOUT FA -102 © 2008 BY ---_'—. LOGIC SEATTLE: ALL RIGHTS RESERVED. PLOT DATE: 22—Feb-2011 • N1A-1 4.7K f OP OHM MUNE --cp 2C -ch OM WO STRUCTURE 4 2C -c1) __BUL Y—M TIPPING fl CIOR 112 ) 1A-2 1 FA102 11.110 10 0•10111. • NI 01•000 0•101Mtin 0111•10, 10 ./.00/1 PAW • ••••• • 01 • M, I 0•110 • • 01 • • • 01,0 =NM 10 • • • • ••01101 Al • 10 • 10•0110 • • 0.1/1000 • • =1,1100 • • ISMIMO • I0 • lb • • • • 11100 • IS • • 112 400•1101 • • 01100116 • • 011100• •••••••11080 •01011011M•0 10•011111111110•0 • • 0,011•07 • • IMINIS 10 .0110 1111001100 01 • 01 0•1111110. • • \\ \ CID' \ • - URN ELECTICAL ROOM #115 & RISER ROOM #114 ENLARGED VIEW SCALE: 114' =1'-O' I -1 • Tplin AA'P am- 1115- -- --1 .0•1,11100•0111110101001MMII•••••••••••0100=10• 11M4 4 111045 •47K . • • • • • V10(43 91042 • • SIMMS. If • C 1 I I 11 I II: III • I • 7.1•• ontri • sumo. 1 I i• IMMO; • 1 1 . 1 1 11 16 N SCALE: in = 1'.0" 8 6 4.2 0 SCALE: DEVELOPMENT RELEASE DATE: M1 LEVEL - F1RE M LAYOUT FA -103 (F 471((,1'P 110111161t IR' TO 6 DUST COLLFC€ICRI SY51131 KAN PORIiSS 111052 47K .1 IMMO SO 2C ••i/•0111010•• 11A-4 VOE1104.NTED AT (MEAL ON THIS /i//••i//i/•i••//i////i/•i/•//i/•i/■i••i/•//i••//i//��//�////t•�//i//��/•i//�■•i . M104 FA105 818 FA102 FA103 —O' AFL COMVERCIAL RICE 2C-9) •\ i• • 11•0111111•• 1 IA -4 115 FA -091 16 W N SCALE: a" =11-0" 8 6 4 2 0 NMI Leg agig FIRE ALARM CONTRACTOR DETECTION LOGIC A UTC Fire & Security Company P: 425.486.2600 21312 3081 Drive SE, Sutte #103 F: 425486.2611 Bothell, WA. 96021 E: .eat tilt r ill !II 1 H ='n 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM .w/ AREA OF RESCUE ASSISTANCE ISSUE DATE BY DESCRIPTION 11 I I SCALE; 118' =1'-0' DE/ELOPE-MENTRELEASE DAME: 0210512011 MAIN LEVEL FIRE ALARM LAYOUT FA -104 g, 41k4 2c -1 ONID SOLVE - •• • • • • • • • • • 48 7K 1f 47i(9�� �7K . 2C� tk3 CO.MMERCLAL REC • F FLOOR NS • atbLI 111044`���✓ 471(43 • 115 47K 1142 • 2C -c1;; CM ONTO STRUCTURE -c[> L IA -3 • ammo mium. • owls:, • • mom. s • mom • mo man • a ammo • • • MOS IV SIMS • l• SONO • • SIMS S ai at la FA103 FA105 N1 / /f / / Y • // / // / • / 1 2C,D CLAMP OR STRUCTURE -c) • • /• • • • PLOT DATE: 22—Feb-201 17- i l I 1 16 t�l►i � CO A SCALE: e" =1'-0" W 8 6 4 2 0 a o 11 s acig FIRE ALARM CONTRACTOR DETECTION LOGIC A UTC Pre & Security Company F: 42548842600 21312 30th Drive SE, Suite 5103 F: 4254884611 Bothell, WA. 98021 E: Npeom jj 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/. AREA OF RESCUE ASSISTANCE SCALE: 118, 21'4" DEVELOPEMENT RELEASE DATE: 0110512011 MAIN LEVEL FIRE ALARM LAYOUT FA•105 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RE PLOT DATE: 22—Feb-201 CJ ROOF PLAN - SCALE: 114'=1=0' 1 i-..._ - '.(: i 1) 1 : 2C , E . � UJ OuL'4 E 1 a'` - . t � \ \\\ , c\ 1 \\ \ OFFIff \ 1 € f \\ t i fki �_ 1 . \\\—'-- —t n�LW�1{��py�/4�� �{�j) L 1 -LW,- A ii-� �'®� r HiQ N(}Ri l ELEG CLOSET 1115 i \ \",,',1 � 1 Y>_l lAit 2 N2.3:\;( — D,U ; ..1 5 TO 1st'Fl J -SOX t ` i t o-2C,i1,2N,F.V ; D FLOOR PLAN SCALE 1/41.1-0' N SCALE: in 1' 16 8 6 4 2 W 0) W . 0co cc a. 0 0 FIRE ALARM CONTRACTOR DETECTION LOGIC A UTC Fire & Security Company 4234664000 2131230th Orire SE, Suits 0103 F: 425.486-2611 Bothell, WA. 00021 E: 0111P1006dEluxqn t 1111111 a ��� 11 ■ N1 r, ...X 't 1111 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE 1 m c III. .I SCALE . 119'-1'-0" DEVELOPMENT RELEASE DATE: 02162011 UPPER ADMIN & ROOF FIRE ALARM LAYOUT FA -106 DETECTION LOGIC SEATTLE: ALL RIGHTS RESER PLOT DATE: 22—Feb-2011 / /_. / l / ' W 11 11 ATTIC SPACE /- / -!f 1-016 - =1K -� I 'I II' ''' I1. --' I 1-- SCALE HOUSE FLOOR &ATTIC PLAN FAS LAYOUT • [777, Fi r• IL1 ` 1 `~lIf �1_ tj ,I _ o i• /h !' - ,t- SGLEF,UQUSE1TE PLAN SCALE: NTS 0 • 7' FS G ': \,ulu ti 1 " \\ 1 - v ss- f?F� • %;'•ice. -...., '__ r^:�—.--�,.,_-----_ - ; .r•q - - ---.-- = � �i', ii 'i„ •L-._. ='sem t "�•. : % `•..,ic ' i' �: • _ -—".�-t_:�., � - •. ,; il� ` t �/ --...4,„,,,,,_.4,..:7...-->„ w / r \ = i ii ij !, f 41 • -f � • UNDERGROUND CABLE TO SCALE HOUSE SCALE: NTS SCALE: r= 1%0" INNE FIRE ALARM CONTRACTOR �r�cri�o OGIc A WIC Fire & Security Company P:425488 4600 2131230th Drive SE, Suite 0103 F:4,25488-2811 Bother►, WA. 98021 E: .com anbroetoxii• *so. it ,�: 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE W 11 11 ATTIC SPACE /- / -!f 1-016 - =1K -� I 'I II' ''' I1. --' I 1-- SCALE HOUSE FLOOR &ATTIC PLAN FAS LAYOUT • [777, Fi r• IL1 ` 1 `~lIf �1_ tj ,I _ o i• /h !' - ,t- SGLEF,UQUSE1TE PLAN SCALE: NTS 0 • 7' FS G ': \,ulu ti 1 " \\ 1 - v ss- f?F� • %;'•ice. -...., '__ r^:�—.--�,.,_-----_ - ; .r•q - - ---.-- = � �i', ii 'i„ •L-._. ='sem t "�•. : % `•..,ic ' i' �: • _ -—".�-t_:�., � - •. ,; il� ` t �/ --...4,„,,,,,_.4,..:7...-->„ w / r \ = i ii ij !, f 41 • -f � • UNDERGROUND CABLE TO SCALE HOUSE SCALE: NTS SCALE: r= 1%0" INNE FIRE ALARM CONTRACTOR �r�cri�o OGIc A WIC Fire & Security Company P:425488 4600 2131230th Drive SE, Suite 0103 F:4,25488-2811 Bother►, WA. 98021 E: .com anbroetoxii• *so. it 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE • CO DEVELOPEMENT RELEASE DATE: 02/0011 SCALE HOUSE FIRE ALARM LAYOUT & SITE PLAN FA -107 N I N 0 d FM Approvals Description and Performance Report — Continued HELD OF VIEW Very High Sensitivity Wel Size Distance reeton) Horizontal (degrees) Avg. Horlz. R(esponseTlmeseconds)'"' Vertical (degrees) Avg. Vert. Res (ponseTime seconds)•'• n-Heptane 1 x 1 Toot 150* (45.7) +45 -45 12 14 +45 -30 13 5 n-Heptane 1 x 1 toot 100 (305) +45 -45 6 3 +45 -30 3 2 n-Heptane 61n. x 6 in. 80 (24.4) +45 -45 5 6 +45 -30 -30 4 4 Isopropanol 6 in. x 6 in. 70 (21.3) +45 -45 5 5 -30 -30 4 6 Diesel" 1 X 1 toot 100 (30.5) +45 -45 2 3 +45 -30 4 3 Ethanol150 1 x 1 toot (45.7) +45 -45 13 10 +45 -30 10 . 8 Methanol 6 in. x 6 in. 40 (12.2) +45 -45 4 6 +45 -30 3 3 Methanol 1 x 1 toot 110 (33.5) +45 -45 9 7 +45 -30 9 3 Methane 30 Inch plume 103 (30.5) +45 -45 7 3 +45 -30 2 2 JP -5" 1 X 1 too[ 100 (30.5) +45 -45 • 2 4 +45 -30 3 2 JP -5'• 2 x 21eet 180• (54.9) +45 -45 2 5 +45 -30 3 2 JP -5"2 x 2 feet 90 (27.4) +45 -45 2 3 +45 -30 1 2 Office Paper 0.5 Ib. 19' x 19' x 8' 80 (24.4) +45 -45 4 2 -30 -30 2 1 Corrugated Panel 18'x36' 80 (24.4) +45 -45 1 1 -30 -30 3 2 • Outdoor test condition. " Pre -burn from ignition. ***Add 2 seconds for EQP Model. 13.2 25 95-8527 COX3301�IR DETECTOR FIELD OF VIEW MATRIX 76]01 FELD OF l9 F [10241 76101 0070 OF MI MAN ssenor cuss rut (pet sem) YOWL PINE sdir 111(92 1r "s (am 0.r sac L71f1ER [34 --. -- 12 LINER [0.011 70011 FED OF 7R7 pass -scram 50' RAE T.*RGET FRE SUES wn 51/1 WEE 01000.518 WANT CONEwm PN¢ 3 X3301 IR DETECTOR CONE OF VIEW CHART FOR CLASS A FIRES SCALE: NOTE FRONT VIEW TOP VIEW POIEIRATE i5' RIGID CDIDUT 111ROU H BASE ROUTE CABLES FOR R DEIECTOR TFRO(K3F1 MGM COMM TOP ISOMETRIC BOTTOM ISOMETRIC IR DEFECTOR MOUNTING BASE PROVIDED BY COCHRAN ELECTRIC (1 PER LOCATION) (JR DETECTOR MOUNTING BASE CALE: NONE 10.6 (27.0) 13.1 (33.4) NOTE: THIS ILLUSTRATION SHOWS THE DETECTOR MOUNTED AT THE 10° MINIMUM. THESE DIMENSIONS WILL CHANGE BASED ON THE DETECTOR'S MOUNTING ANGLE Figure 3—Q9033 Mounting Bracket Dimensions in Inches (an) (See Figure 1 for Correct Detector Orientation.) (J)Q9033 SWIVEL MOUNTING BRACKET APPROX LOCATION OF MULTI—SPECTRUM IR DETECTORS, MOUNTED AT A 45' DOWNWARD ANGLE CLUSTER OF 4 DETECTORS AT EACH LOCATION 87'-101' vJ • ATTACH CONDUIT TO TRUSS VIA NEC APPROVED MOUNTING CLAMPS 4' ROTATE MOUNTING BASE AT A 45' ANGLE vs TRUSS IR DETECTOR MOUNTING BASE ISOMETRIC SCALE: NOW NOM Q 0 ol� Ft�i as 0.M •• M INNN N 0 �-- 7 1 1 I.: • 2 SECOND RESPONS TIME FOR 19'x19'x8' OFFICE PAPER FIRE :1.511)) AT 80' FROM DETECTOR 3 SECOND RESPONS: TIME FOR 18"x36" CORROGATED PANEL FIR AT 80' FROM DETECTOR -15 -39 - 5 45' • FLAME DETECTION AREA OF COVERAG= FIELD OF VIEW, DISTANCE AND ANGLE SCALE: 1/8"=1'-0' a' SCALE: $" =11.0" 16 8 6 4 2 0 m co 1 - SCALE: 118'1'O" DEVELOPEMENT RELEASE DATE: 0210512011 FLAME DETECTION AREA OF COVERAGE FA -094 ® COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL PLOT DATE: 22—Feb-2011 Symbol Legend SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS MOUNTING REQUIREMENTS PART ' MANUFACT. PART 'i: ER Cmnbiretimn Fion Control Panel 1 Intelligent Fm; Alarm System Control Panel D9412GV3•B Part Encloswe; Mount at7YtoTop Silent Knight SK•5820XL FACP D56 Sotto Enclosure at66'toTop Bosch 1 Area of Rescue Assistance Panel; 141 Zones OF151 at66'toTop N; . Tektone NC -150R ARABS D7050 D7059436 tr 1 Area of Rescue Assistance Annunciator, l42Zones 1 OFI51 Mounted at 66' to Top i' Tektone NC•110 ® I Dud Detector Remote hndlcatorwlTest Switch I Area of Rescue Assistance Power Supply RTS -151 Includes Etufosure• uritInAccessIle Location 3 Tektone 8I151NK Lu_ri ES -10322 wI D9127U P 6 Area ofRescue hutttiolCalStationwlSign 2 x between 36' to 48" to Top 4 Square Deep w11 Gang Ring; Mounted at 80° to Bottom Tektone 1R•ISOSSISIOO2 © 2 Wall Strobe 15cd: While 2 Remote Annunciator. 80 Character SW 4 Square Deep; at 66" to Top Silent Knight ,; e • ii. © 12 niPhotoSn a 4ector 4Square Deep wl3"Round Ring Silent Knight SK -PHOTO w!B201LPBase 14--- 11 intelligent Duct Smoke Detect wl PR>otoelectric Head Surface (Ref. Mfg Information) Sllent Knight SK -DUCT 2 DuctDe dorRem wITestSwitch 1 Gang; Mauntedon Ceiling Grid oronWall at 96"to Bottom Silent Krdght RTS451 8 IntellgentMarural Pull Station • DualAction 4 Square Deep wII Gang Ring; at 48" to Top Silent Knight SK4'l1Ll-0A F 24 ,c.li,,, Dual ' Module 4SquareDeep Silent Knkght SK•MOffOR•2 El 3 Output Control for NAC's or Relays 4 Square Deep Silent Knight SK -CONTROL lc 4 ta;, Relay 4areDeep Silent Knight SK•RELAY.. IA 0135 1 Elevator Shunt Trip Heat ►, at Ndi ° , 135' Fixed Temp; Dual Contacts 4 Square Deep wl3' Rows Ring Notifier 5823 8 6 Manual Pull Station wlKey Loci . VPwlMlni Molkile SB410 Back x; Surface Mountat48"toTop Silent Knlght PS DALOBwISK .3 WA rn Detector ' ctKeyswifch, Yellow, Hopper coverw!Mini •t 4SquareDeep wl1 Gang Rug; Mounted at 48' to Top Sli SS•2213w1SK N 12 UVFlame Detector Surface (Ref. Mfg Information) tom' Ler 30.2021.24 w I 11411AC 2.4 Deep or4Spare Deep wIV' Ri p° Separation Balder Noifier PR I [;'v 3 Runde Slave Relay (DPDT) PartInclude BackboESurlaceMmmtNotif r R20E to 3 Auxlary 8A Field Power Supply w10r and Control Module Part hKdrrde Backbox Surface Mount Hoffer FCPS•2458 w! SK-Dontrol APs? CA 7 Wall Hon wlStrobe 15cd: White 4Square Deepwit Gang Ring; Mounted at 80" to Bottom System Sensor PZW a 5 Wall Hom wl Obe30cd:White . 4Square Deep wll Gang «'m !; Mounted at84'bo : oom r p2W IDS 8 Wall Horn wl Strobe 75cd: White 4 Square Deep wl 1 Gang Rung; Mounted at 80' to Bottom System Sensor P2W D4 2 Wall HomwlStrobe 18 zl: White 4Square Deep wl1 Gang Ring; Mounted Bottom System Sensor p2WH 2 Wali Hom wl&robe 15cHeatherproof:: Red SA-WBB Back Boz: Surface Mountattdll"to Bottom System Sensor P2RK E4 8 WallH nwlSf obe75Id: rprocd:Red SAAB Back BOE Surface Moundat80'toBatten SysteTfSensor P2RK Ell 8 Wall Horn wl Strobe 110cd: W . + , ,, . Red SA.WBB Bade Bone Slnface Mount at 80't° Bottom System Serwor P2RK RN 10 Wall Horn wlStrobe 185cd:Weath of: Red SA-WBB Ba kBox: $urfae at to om System Sensor P2RHK El 12 Wall Strobe 15cd: Wfiite 4ware Deap w11 Gang Ring; Mounted at 80' to Bottom System Sensor SW iD 1 Wall Strobe 30cd: White 4 Square Deep wl 1 Gang Ring; l surded at 80'to Bottom Sysm Sensor SW ta 3 Wall Strobe 15cd: Weatherproof: Red SA. Back Box: Surface Mout at80'to Bottom Sym Sensor SRK 2 Wall Strobe 110cd: oof: Red SA-WBB Back Borc Surface Mount at 80't° Bottom SystemSRK 0 2 Ceiling Horn wlStrobe 15cd: White 4Square Deep; Center on Ce nglde System Sensor PC2lr! .0 8 Ceiling Horn wlStrobe 185cd: White 4Square Deep; CerderonCe gTile System Sensor PC2WH NO 2 Electric Bell; 10'; 24VDC: Red WBB Back RoE Surface Mountat80'to Bottom System Sensor 02410 2 Surge ,4pr,14ti ,1ta• 4Square Deep Dltek DTK4LVLP.LV p ® 1 Fire Sp hiller Waterflow Switch br ® 1 Fire Sprinider;Yam perSwitch „a.,.- er • 2 Fre Sprink r PreventerrTamper Switcb s rdbysprkikweb. 2 Fire Sliriniden PN 10S&Y Switch ' _ . Sid ry Wok u 7 Fire Sprinkler. Dry System: Alarm Pressure Switch ey ® 7 ReSplmkler:Dry System: Valve Tamper SIP* bY ' ® 7 FIYO 'ntder Dry Systan IfighlLow Pressure Switch by Scakkr Contrada ® 13 Motorized Smoke Fire Damper swaeamynitxhi4c4th 1 DustColleldiorl GontrolPanel FAS to • upto =° by Cab* or P 1 HVAC Fan Interface I Disconnect liedaid Oxinda �. — Grouendnrg Cable: 1C #14AWG Gremn Insulation for Un l �r�i :mt ars derground ; , �yBOWC Cott* — Fire AlarmSystemG,eriterBox Sized for Conductor Fill &dial Uchida ?►t?? 8 — 120VAC Circuit; Duplex for Fre Alarm Equi Use . Per RECTO R ' nris.VerifyLocations wIDLFP emuCo — Fire Alarm System 'J"13oz(6dx6) Sized for CcxrductorFdl *led by BI co J Symbol Legend SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS MANUFACT. PART ' . 1 Cmnbiretimn Fion Control Panel PartInchudes 06109 FreEnclosure; SurfaCeMount at86"totop Bosch D9412GV3•B PHONE: 206-518-1375 1 Remote Annunaato•80 Character D56 Sotto Enclosure at66'toTop Bosch D1256RB Cl 8 Addressable Phorio De orwi Base 4Square Deep wl 3" Round Ring Bosch D7050 D7059436 tr BOTHELL, WA 98021 1:1— 1 Duct Smoke Detector -Wire De ectorwf Relay Surface (Ref. Mfg Information)System Sensrsor D4120 ® I Dud Detector Remote hndlcatorwlTest Switch I Gang; Mounted on Ce rg Grid oronWall at96"to Bottom System Sensor RTS -151 brad.bunhamttfs.utccam 3 Manual Pull Station; Dual Action wI POPEf 4 Square Deep wf 1 Gang Rliig; hk at 48'to Top BE Security ES -10322 wI D9127U P Ell 2 Wall Horn wl Strobe 15cd: White 4 Square Deep w11 Gang Ring; Mounted at 80° to Bottom System Sensor P2W 2 Wall Strobe 15cd: While 4Square Deep 01 Gang Ring, at80"to Bottom System Sensor SW DEVICE DESIGNATION LEGEND: (ONYX) ADDRESSABLE INITIATING DEVICES: ADDRESS '12x' EQUALS '127' 'D'=DETECTOR 'M'=MODULE NOTE DETECTOR & MODULE MAY HAVE THE SAME REID ADDRESS EXAMPLE: D • D D s 10127 1M127 D 5 NOTIFICATION /VISUAL CIRCUITS: CROW TYPE 'C'=FACPNACCIRCUIT 'M=APS NAC CIRCUiF ▪ = 24VDC POWER CIRCUIT ' R' = 24VDC RESET POWER COtCUIT ▪ =STROBE CIRCUIT 'V'=VOICE/SPEAKER CIRCI T T :WO RISER CIRCUIT NOTIFICATION APPLIANCES: BELL SCE DESIGNATION '6':6' BELL '8'=8' BELL =10'Bat =12'BELL A'W' WITHIN THE DEVICE INDICATES THAT THIS DEVICE IS WEATHERPROOF . • 15a1 '3"=3Ocd "j :; T=75cd '9'2 95:d '0'=110x! 15'=115cd `35'=135cd '50'=150ad 7r'=177cd_ '85'=185cd ' H'=HORN ONLY 'F'=SPEAKER ONLY `NAS SY NBOL & WIRE STYLE INDENTIFICATION 2C,D S x XX r•Ilell•MI • • MIMI • al MOM III • ■ IN 5 s- 5 • —5 RACEWAY WIRE/CABLE INDENTIFIER 2C=2 TYPE 'C' CABLES D=1 TYPE '0'CABLE ENLARGED VIEWPORT DETAIL INDENTIFIER TOP UNE INDICKTED DETAIL # - BOTTOMUNE ISSHEET # • ENLARGED V1EWPORT OUTLINE SEE DETAIL IDENTIFIER SMOKE CONTROL ZONE BC fNDRiES ADA ROOM BOUNDRiES RACEWAY REQUIRED TO BE INSTALLED UTILIZING A 2Hr PROTECTION METHOD AC POWER (120, 240 or 480VAC) DIRECTION OF AIRFLOW THROUGH FSD DEVICE WIRING DETAIL NUMBER SHEET SPECIFIC ITEM NOTE FiRE ALARM GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHJ's, NEC AND CONTRACT DRAWINGS 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL COMM SIZNG AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY AUL LISTED MONiTORING STATION BEFORE AHJ TEST. 5. VERIFY All LOCATIONS OF DEVICES WITH ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAUARCHRTECTURAI. PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7. FIELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 8, SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER R IAi. CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON AT&M BASIS. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF DETECTION LOGIC TECHNICIANS. 11. ALL CIRCUiTS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER 'END -OF -LINE' RESISTANCE EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO DETECTION LOGIC FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 12. A MOP INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY DETECTION LOGIC TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH DL PROJECT MANAGER ALL D.L FIELD SERVICES MUST BE SCHEDULE) WITH D.L PROJECT MANAGER WITH A MINIMUM OF 10 WORKING DAYSADVANCE NOTICE. 14. NOTAL OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVE A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THEFACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS ANDOTHER FIRE ALARM CtNNDUCTORLS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR EARTH GROUNDS. SHIELDS WILL BE TIES TO GROUND ONLY AT THE FACP BY THE DL FIELD TECHNICIAN. 15. MOUNT AUDiBLEMSUAL DEVICE BACKBOX BETWEEN A MINIMUM OF 80' AFF TO A MAXIMUM OF 96' AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS•BUiLTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE DETECTION LOGIC REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TOAHJ TESTS. 17. NO LIE VOLTAGE IN SAME CONDUIT AS POWER LIMITED FiRE ALARM CABLE. 18. . ALL MAN IAL PULL STATIONS ARE TO BE MOUNTED ATAHEIGHTNO GREATER THAN 48'TOTOPAND NO LOWER THAN 36' TO BOTTOM. • Without Comments As Noted in Red Per The Attached Letter -These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City :tendards.. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after tills date will void this acceptance and will require a resubmittal of rev;sed drawings for subsequent approval. Final acceptance Is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: (e- S I R TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Flee Permit No. • F- I 3 and exact address for shut - I: or restoration approval. PROJECT CONTACT INFORMATION: CUSTOMER: `NAME: COCHRAN ELECTRIC . ADDRESS: 12500 AURORA AVE . SEATTLE WA 98133 - ' •. CONTACT: ED MONTGOMERY PHONE: 206-518-1375 FAX: .. 206-3653191 EMAIL: ernantgatnery@cochranic.com . FIRE ALARM I LIFE SAFETY PROVIDER: NAME: ' DETECTION LOGIC FIRE PROTECTION ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 . PHONE: 425.486.2600 - FAX: 425.486.2611 . SALESMAN: JOE SKVARLA joe.skvarla fs.utc.c:om EXT: 7616 PROJECT MANAGER: BRAD BURNHAM brad.bunhamttfs.utccam EXT: 7612 DESIGNER: BRIAN VANDERHEYDEN brim aaderheyden©fs.iitc com EXT: 7906 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to - commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing: PAID FEB 24 2017 TUKWILA FIRE Ck 4st18/0 Ac,.70 1%a6rf 100% PERMIT SUBM SCALE DEVELOPMENT RELEASE DATE 021051!011 'FIRE ALARM SYSTEM PROJECT INFORMATION . & SITE PLAN FA -000 Wire Legend SYMBOL DESCRIPTION WEST PENN P.N. COLOR COOING tYPE OF CEINT IHUCATION NOTES A 1 pak ilAWG • 0.. 7.14.4 B Red Mat w/ No Stripe Covatonal pc) Cbcult RouteCableloElevator" , I tfor HI ' 1*., "4 RedHat'Function C 1 Fir 14AWG Fn Wad ) 7.1:4. : Red Jacket wl ?fhb Sits ,',,e) or NAC Poor Circuff RouteCab!etoHvACFanShutdownbrterfaceon.boardFACEqutpment D ..*, t wg T „.„ .1 • • ,., Catie(FYi?) 7144 g ReClacket vd No Stripe ,,,, (SIC) Circuit Route 129VAC Sated fug NY , ' .201 E 1 . -122AWGTwistedlShIeIdedcabIe () . ,„: : Gray Jacket Eargetcy Phone & kea of Piescetrcult Provide' 314” or 1* INT Conti Between Catitets • lidy bcdon of 120 VAC Power for each Gobbet G 1fr1MWGFIrr,, ,.. ) 414' B Red Jacket al Black Stripe km Relay Interface Non System Heat Detector for EkrAor Shmillp (Mly, Mould Within 11' of each *bit Bead • DO NOT T•TAP: Use 3 • 912awi, 1. 120VAC Feed; 2. Rolm to Shunt Trip Breaker & 3. Returnto 1MJVAC Pout ., ,•,.1, . . The impose of the 1NVAC Power , ,letoalwayseneporisatthelastShuntTripHeat i'ffre all Stunt TrO Heats so tlmt ey fleet wil acfnmte the Shtmt Trip Blotter. Shunt Trh) Ws , ,i be , , -; .. , , . by Shot Trip Heat Detectors mal cannot be routed through FACP fper RAC 2964842277) L 2 Cond. 14ARG THIN cm EMT) 30 Rd A- Intedace Provide Hinged' '414CoverforFire Alarm,. , , "4 4 dStetion N• 1pafr16AWGTwlstedt.FketCaNe (FPLP) ppm Red Jacket tvl °two Stripe 455 Nita& Omit bloat [CI NAC , . ,(or[IM], , „, ,Wo&.de)insideofFCPSSedesPower•• . . : _withuseofprovidedStendoffs P 1 pir 14AVYG Ftre *• ,, .Cable (FPLP) ,,,,,,, : Red Jacket wl Neon Green Stripe Au Power Circuit Configure Power &TO/ for Goma! /dam Cverafion (4 RAC Outcts) Q 3 Cond. 18AWG I -, i 1 {CMP) 2.53033 Qv/1dd kelt •AssBuis the Route Cable kialOnderglound bough Surge Suppressor for Lightning Protection ptior to reconnection to any System DelicelCircult. R 1 pair MAAS *, , ) 71 Rethladtet al Neon Green Stripe 96 seofRiserRatedCabteafien,,r '1. 4 S i pair 14AWG •• ,cable (FRP) 4144 •: Red Jacket wl White Stripe ',,, „(NAC)Cfrcult T 2 pair 24AWG Tekipkone Cdge CAT3 Gmy Add T ..... 4 4 " ' • U ligir um ., 4' 41Cable (FPO) '/".! ": Red Jacket wl White Stripe NAC Sync Ckctui W 4 Cott 11AWG Fire (FPLP) ,,,, , ,: ftethlaciet vrf It Blue Stlipe Flag Notes NO1E 8 DESCRIPTION 1 Route Cable To fn Almm J Box on Fbor I3elow 2 • . ,CableToFnnJBoxonFIoorove 3 .(1 tO : 11CcnfrollerforYIinaiy44 1,4 1) 4 Route« , to Bevator, , 4 , ,for Alternate., - , 5 RouteCableloElevator" , I tfor HI ' 1*., "4 RedHat'Function 7 ,,,CablebFACPGutter 8 Route Cable to FATC on same Level - 9 RouteCab!etoHvACFanShutdownbrterfaceon.boardFACEqutpment 10 Route 120VAC Switch Leg of * * - ,, 1144 4 (on Alamt) Oyu IiI•201 11 Rotdel29VACSDoorReleasethrnMR•201 12 Route 129VAC Sated fug NY , ' .201 14 RouteCablebTeleploene• . ,RoornandTernnatePhoneVnes , ,i. 2. R.1•31X Jacks that me balled with 36%f FACP. , , " • EldProgranvaedby A il , 1 Agoncy, up ygu, 110T Norm any ,,, „„Men„, „,, , by es Agency °thetas Blip, 22 roperlySedGuttertobe, , 4, °tar FACP, VECP otICPS to meets the regain:sterile of NECTO 23 Provide' 314” or 1* INT Conti Between Catitets • lidy bcdon of 120 VAC Power for each Gobbet 24 Reference Conneclion'. ,. on •., . FAOOI to Y&lng 27 ProvideFfreNann. ,, . .ofSbuotThpHeatDetectorLoptype'A'CablethroughalltLO.ContecteonNI , TrHeatDetedorsendplaceECL *,,,,,-.. biside ,I.Box in Math Room. 28 Non System Heat Detector for EkrAor Shmillp (Mly, Mould Within 11' of each *bit Bead • DO NOT T•TAP: Use 3 • 912awi, 1. 120VAC Feed; 2. Rolm to Shunt Trip Breaker & 3. Returnto 1MJVAC Pout ., ,•,.1, . . The impose of the 1NVAC Power , ,letoalwayseneporisatthelastShuntTripHeat i'ffre all Stunt TrO Heats so tlmt ey fleet wil acfnmte the Shtmt Trip Blotter. Shunt Trh) Ws , ,i be , , -; .. , , . by Shot Trip Heat Detectors mal cannot be routed through FACP fper RAC 2964842277) 29 Coordinate eith',,,, ,Confractor for rConnections 30 Mot Smoke Detectorwhin63'of Doors. SPAThChap5.16.6SketforDoorReleaseSeMce" • 31 Provide Hinged' '414CoverforFire Alarm,. , , "4 4 dStetion 32 • to, ,G'forFn'eA1annDevice 33 1, 1 • kt the ToftbeSbaft,oronSidewall. ff ' mourd betteen 41 and 12' from the CetTmg 35 bloat [CI NAC , . ,(or[IM], , „, ,Wo&.de)insideofFCPSSedesPower•• . . : _withuseofprovidedStendoffs 39 Lccate4llflrbackboxinclosett• ,,.. , „,,,Uconnectiontoresldences,r„ , , Ill I 1,,,,,ill , fataeVEansionrmntepedFCRequfrernente. 40 For if Seeping Inas, Mount Rai:goal Devices within 14' of the .1 . Far ADA required Sleeping Areas mould the top of the Strobe DO ober than 241 of the Cobg. 42 Configure Power &TO/ for Goma! /dam Cverafion (4 RAC Outcts) 46 Cagure Power : leput#IcsNAC#&NAC#2andinusedforNACDv�s:input#2ConfrolsNAC#3&NACdisusedforl4vDCContinuousPowerOutput 43 This FSD is profs:tat by mt Area Smoke Detectorel csted in al ands that this FSD Is spitting air to. 49 Route Cable kialOnderglound bough Surge Suppressor for Lightning Protection ptior to reconnection to any System DelicelCircult. 70 Route Cable to 4x4124 — , InElectricalRoorncOs 71 ,' , ,CaNebetweenAreaofRescue(ARA)Haster',,„,„htO&ScaleHouse&oldings 96 seofRiserRatedCabteafien,,r '1. 4 PLOT DATE: 22—Feb-2011 42 71 I FNA I 2N,P DAP UNDERGROUND crAf • I P.JUOL .5 5— LE• e_ 02 LEVF cr, [--14H LEVEL 01 ELEVATION VIEW SCALE: NTS 2C,D TO LEVEL 02 tDinf • FRIO DIMS 126VAC DBCAID) v 2C10 TO 2G,D,211?,11 4 72 11 LEVEL 02 ELEVATION VIEW SCALE: NTS 5C,D 44DTPR6110OR • Al 2C,D,P TO R� tins 6 [so D,2N,P,U BUI: 1..310 (---cTSO BUILDING FIRE ALARM SYSTEM DISTRIBUTION RISER v SCALE: tvrs I ARMP ' THIS SWOON IRS 6FJP 'cl) NO AUDIO MAR c( •ALF I--nt (cr • 1'1 t,, AMC 1'-4' FN* WILK FOR ISO SUNG (SIGNS BY OTHERS) 96' BELUSTROBE MOUNTING 4 SCALE: NTS RON ISO BUILDING . . TSO BUILDING AREA OF RESCUE ASSISTANCE DEVICE RISER SCALE: NTS r SCALEHOUSE DEVICE RISER SCALE: NTS E co EIo DdirED-4.--411-4FstP1 EIRE gai FIRE ALARM CONTRACTOR • DETECTION LOGIC A UTC Fire & Security Company P: 425.4864600 21312 30th Drive SE, Sults #103 F: 425-4084611 Sothatt, WA. 88021 E: 0thIstmadtfp.com 18800 ORILLA. ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE b3 IIItIII LU SCALE: DEVELOPBABIT RELEASE DATE: 02/05/2011 FIRE ALARM RISER & ELEVATION VIEWS FA -001 D 0 I Y I DEVEE OLAYOUT J t D I DEVICE OHRE LAYOUT t. c ---REMOVE SCREW BACKSIDE TO ROTATE DETECTOR CONFIGURATION AS SHOWN ON FLOOR PLANS ( D D ON FLOOR SLC (•� -- ._..D P_.... D DATA LOOP (+-+ DATA IS. '' --am LO FLOOR A .. ii) :Ej p ! .. ' , 11 DATA LOOP (+1 11 (+) DATA I x =a:asaaaas‘1411- El / ii., \ t• itII, 11 it II t rid'{. —� i x • © • .� �' '•\ �. li 1 / N • 'a i ELI .......: T i ;� -,;*r'0 V- I Y b ' -e I p --- '�� `' (`"� -. - ; a P a i : y, `• €7 :.1 .:: /r r5-=::::•: •' i RI {:0. f; 1 ii' . ' 11 1. ' Milk Y, fi ;�r—' I; I! ill) o if 1 el j 4 , "` T. C A r CONTACT DECES ;� �,� �: rn�.� ,� tin `. �C r . w- r•,i .� t .. p A ,� PLACE SCREW Bot ( INTO LOCK CONFIGURATION N PLACE 41. - '- -, TERNNATION OF- - WIRE AT �::j L• NO z -i. _--� 111A nTiaaaaaaaa i i Y! ` /�• Tie xF�•_.- , , _ TERMNATION OF D D OF•' WIRE AT ' YES NO ITEININATION ' • WIRE AT DEVICE - i WIRE AT DEVICE +-ti _--- A �,�' ,t� { ) CS)NiACi DEVEES ::+ 7 ' II r , I LOCAL FAN SHUTDOWN INTERFACE - I I ..f;;.! tme- Y`�E3 NO L , ik. YESYES NO i • ouLL-DA INTELLIGENT - STATION _ -- ' L AUX - (+J) SLC (• DATA LOOP (+) �__ ----- .)SIC (+) DATA LLOOP - i2iv,.. E ° i F 0 W$ 1 i i `C 1 L (jam OOP <• �\, t� til ^ ` , 1 `moi s:O9taa=saaaas- 1• 1 . +..._,�'i�•+. li -'S.t• t�`t 'C i--f...-�z • / .v.� { r �, � ` „ 4.'7,0 z max€ , '�' Y": �� - - - - --___- ,` { f nn '` SLC DATA N .T! k -�f- (J ( •'•.._ 1�_ N P 1 Ld (, .i , i �. ti - - incl :x 15 f' _%' ;�- �- -- � 1 • 1 ,5 )ji,;,�4!•(t�.. /�_'1 , (- iF( 1 '•I e •�• .'/ t EL .�in- � 3.'�%"_M_.1 `I !T` -_-/' II) a t, L„ ' ° _s ;; ^. s J' iJf �.lt •Ft:F.fi -�, • • � . /7 .____`,7/ , {F.t ___, M O 1•'/ ✓ \� J! , j , r� •�c� z � r. — j i•.. '_�.t St _- ,- T1E»T. t a.nT{ 1 _ ---__ -----I Yi "- r g,4s�- _ v' ' 1 `w .'^S j en v: ; v ., _ L-__ __- A fvurr�—tom' DUCES CONTOC DUCES ' D - VV,1 RA -4,n_ 1. ,, SK-DIC Y 1Nv 2 DETECTORS MONITOR MODULES • TYPICAL UIRING• _rFROM • SIC +)DATA LOOP •M�� 13,1•T t:: ,:; s�n�er,, x a, arrlliCIM, = re v:la ,ns as r nz T f �"i &MAY •'9••� B201 LP INTELLIGENT BASE for SMOKE & HEAT DETECTORS 1,, s OE F LOCAL brui um OCCURS) SK-DUGT SMOKE wl SK -RELAY CONTROL iNTEREAOE SCALE: NONE - LAST MODiRED.ON: FILENAME: FA A 07, 2011 -DILA -A-14 SCALE: NONE LAST MED %I: 4, 2009x1OD FILIMME FA -DU -C-1 SCALE: NONE LAST MIRED ON: MX 5, i 1LfNAE FA-DiL-C-2 )SCALE: NONE LAST i ODRED ON: AUG. 5 2009r1 / FA -0111-A-1 CNE YOUT l - _- - --- - -- - ;i —JDEVICE OSLINE IMOUr J DEVICE ° A ' • . • - - . �` SLC DATA N D P D 24UDCAUX ( -_ --( FROM SLC <-- --• MRLOOP(3 (DATA LOOP AS PLANS C .. D p NO PLANS 4 47K t` A A ` , {i� • i r• > >� f j :Attu 1 2C,P (?) _,: I , i-' r: Cas0&'.fir0 ist.'' 0. s. �' •© p ,.• I I •LiT�',� TIS USE --- „+ ' SYNC — �# ,,'•.: ucryj¢¢assaa.' a► D aFsuEPAI—C ,� i I i a . _ ` _ s ;`_.:y , C''l.`si •� �oia t F R i ® • " D I p• — _ :�II - !_. -1 �—• _ - �_ D I . il s a>et no p >®r en il ,- P 24VDC AUX (• --. PV,�R LOOP (+� - . IR MOUS i ,'; i„ 5• L` i - t, , : i i __- _. - . -- - - __ _ -- - - - -- 1,111 1 i , 1 ' . INSTALL DTK SURGE SDR N A ASQ DEEP. slim BOX AS CABLE BITERS OR LEAVES A i VIA OR ATITN_ OBIE SURGE 1 WIREIATDE1AiTION �E �.iv!). = TE IF { TO T6 * OF THEFDV-1 SNOUID BE DE EVEN ADDRESS • ''' O O . ca.p.•sF-%i��.Q,r 1 e ,.;G; ° z II_ 1 TERMINATKINOF WIREATDEVIcE CUSA —G �, ,. . rd -- a� {.70 •-... �� •.., .. Tx-+ ^ �. = YES NO -enc i Te t• r1/4 �, I , r` Te , �-_1 p SUPPESSOR MUST BE NSTALI� FOR THE PREVENiL0p1 OF DUE TO LlGNTNi; SIMS. f % , 0 0 -.- - a1 Ii G 1ni� , ,r - --- T✓-- • ..p _ k .*, • I °� ( ' �� ())FROM SLC t _ - + DATA LOOP A -_ J i ` S 171,- � D , Ezrexe � n� ; WINS • I i get Ea s, i Dr - i I ----. e --� :',,,, Sri .i CONTROL MODULE for NAC's, D _-'-- RELAY's }FROM SLC. - - • & INTERFACES — - - • SPRINKLER WF & TS DUAL.MONITORING i SLE DATA D I ,•. .o,. •' - - - . , I,.;: DN:; 2 LOW VOLTAGE SURGE SUPPRESSOR SCALE: NONE LAST IMODiFIED ON: -AIG 5, 2009r1 FILENAME: FA-DU—C-3 SCALE: NONE LAST 11ODRED ON: AUG 20, 2009. FILENAME FA -01U -D-3 SCALE: NONE LAST MODIFED ON: AUG 6, 20 1 FILENAME. Fii-1/iL2-B-1 PLOT DATE: 22—Feb-20 -s$asas 2 - § 11 A a1iIIjig. :ANNE 1 . 100% PERMIT SU SCALE: DEVELOPEMENT RELEASE DATE: 02!0512011 FIRE ALARM WIRING DETAILS FAIOlO i DEVICEINE l• ` ` DEM MUNE RYPLS ` ✓ AS SHOWN DUE %SLOE LAYOUT J ON ON FIODR PLANS AS SHOWN FLOOR AS SHOWN .00RPLLAANS IX 1xovAc� _:_:_:_:_ _ r:_._.__:_:_:_:=:—'r'.:.:_:__— •-1 f •_•_4�.j. 1200 CN -•- •- rf_._ �._. _. _._._._j1_ - _._._ I I Iii III — ASSHOWNONROI�iPLANSA 1 ILIV. 10 -. .. �i-1 ,: I" •; i1 gC • , 11� -� • T : s �- i �) - 1 I Ell ( r�' : •'•.\ r° I .1 t ---, I i j\• ' t 1 i I j - C ® C 4► 12€Ni1G 4.> 4► Lr - - 24VOCAUX(• PWRLOOPI+) - NAcci cuiT 1 , - _ _ -, , I i iJ P P 4► 1ZDYAC ... 4./15 k 4.7K 4 C NACt2RCUiT#3 NACGIRCUITI!2 } . . I - 4.7K +S i 47K � ... 4.7K !! 4.7K t ♦ I �:; { 120VAC �i I �U I Ii ..�_,1}i• UZI i t,s� P C -__ __� �• (, -- ..,_•AP ----• C C •---- --- -•-•j�• [ ! 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J -1000 Bow Lake Transfer Station N Cr) 0 W —J L.L PLOT DATE: 22—Feb-2011 SLG DATA • 12U1TAC: _.: _ :_:: '�1 ;,1 1 IWC Tri 11 ;0 L SBUS POW r--"---- SBUS DATA OUT i•) ' 41 [[E• DEVICE Ce-LIMAYOUr 1 AS SHOWN ON FLOOR PLANS WC CRUST •14 NAC CIRCUIT #3 NAG CRCUIT #2 NAG CIRCUIT #1 SK -5820 CONTROL PANEL WIRING SCALE: NONE 24VDC OUT 24VDC OUT LAST MODIFIED ON: 4N 31, 2411 FILENAME SBUS DATA SECS POWER 18 II' • (amu: { 7 Ft'. i r rk�.m a otter." tutu e u.cm is,E ala.ru a I . 1 ,-- 1il- •c•�c f a 7..t...., R f ' • r DEVICE INE LAYOUT l AS SHOWN ONROM PLANS SK -5860 REMOTE FIRE ALARM ANNUNCIATOR SCALE: NONE LAST MED ON: 3N31,2011 RENAME: `� • • I I•{ -.5- '¼'71 • 2 r` 't < '•- "•••• MOUNTING ISOMETRIC FOR DETECTORS & MODULES SCALE: NONE LAST LFIED ON: 0CT 34, 2409 " f1LENAME FA-DIL5-D=1- t1' I is -r..r r ) Lel.: t • 1 (..,/ 1:; ;r�1/ tit k : I 3 r .,...„,,,,,,. , ... • ..._ , 1 :_. ...... . u I.....-,..,..--0' :j • .at ,+ L__„} Lj (, 1 :, ! 1 t .'�i� MOUNTING ISOMETRIC FOR.HORN/STROBES- 20 SCALE: NONE UST MODIFIED ON: .0C1 30, 20Ev3 REM: FA—DIU—D-2 tf-"TZ, NoP 1; f sg i BOSCH .\-1 ",Lo } w...1 ; ae.c I x,,. 6103 EttlaOSURE • 01 CSII2Gi2 yw1M x i a.r•i.r- y >'112U11 ti 7617 ti L++it tl L• DEVICE URINE LAYOUT A AS SHOWN ON FLOORPLANS N,P Lgarll D9412 SERIES CONTROL PANEL WIRING -SCALE HOUSE SCALE: NONE LAST MODIFIED ON: SAN 31, 2011 RENAME: 24VDC MR IDEICEONELNELAYOLIT AS SHOAWNONFLOORPLANS D9127U POPIT MONITORING WIRING -SCALE HOUSE SCALE: NONE LAST MODIFIED ON: IIN 31, 2011 ROANE fr 114;iri idgni s gg SCALE: DEVELOPMENT RELEASE DATE: X11 CZ Lu 0 FIRE ALARM WIRING DETAILS FA012 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RE PLOT DATE: 22—Feb-2011 NEC. 760.10 Fire Alarm Wiring Installation Facts Nov 1, 2006 12:00 PM, By Mike Holt, NEC Consultant Article 760 tells us how to install wiring and equipment for fire alarm systems, including all circuits these devices control and provide power to. What it doesn't tell us is when a fire alarm system is required to be installed in the first place — or where to place the alarm equipment, such as pull stations or homistrobe units. For installation information, consult the locally adopted building code or NFPA 101, Life Safety Code. For placement of such equipment, turn to NFPA 72, National Fire Alarm Code. As defined in NFPA 72, residential smoke alarm systems (including interconnecting wiring) are not powered by a fire alarm system. Therefore, Art. 760 does not cover them. Fire alarm systems include fire detection and alarm notification, voice communications, guard's tour, sprinkler water flow, and sprinkler supervisory systems [760.1 FPN 1]. Chapter 3 in reverse. When applying most Articles in Chapters 5 through 8, Chapter 3 wiring methods apply — except as noted. When applying Art. 760, Chapter 3 wiring methods do not apply, except as noted. You'll find the Chapter 3 references, as well as some other Article references, in 760.3. One of the requirements is, naturally, that of firestopping. Openings in fire-resistant walls, floors, and ceilings must be sealed to minimize the possible spread of fire or products of combustion [300.21]. This requirement logically leads into the requirement to remove abandoned cable. Doing so limits the accumulation of products of combustion within a building. You must remove the accessible portion of fire alarm cable that isn't terminated at equipment and not identified for future use with a tag [760.2]. This rule doesn't require the removal of concealed cables that are abandoned in place. Cables in raceways are concealed cables, per the definition of 'concealed' in Art. 100. Some Chapter 3 wiring methods apply conditionally. For example, suppose you want to install fire alarm cables in ducts or plenums. If this is necessary for the direct action upon (or sensing of) the contained air, such as for a smoke detector inside of an air duct, you can do it, but only if you install those cables in electrical metallic tubing, intermediate metal conduit, or rigid metal conduit per 300.22(8) (Fig. 1). When necessary for direct action upon, or sensing of the contained air, NPLFA cables. can be installed in duds or plenums if installed In EMT, 'MC. or RMC. [30022(B)].. Fig. 1. If you want to install fire alarm cables in ducts or plenums for the direct action upon (or sensing of) the contained air, such NEC 760.10 FIRE ALARM INSTALLATION WIRING PRACTICES SCALE: NONE as for a smoke detector inside of an air duct, you may do so, only if you install those cables in electrical metallic tubing, intermediate metal conduit, or rigid metal conduit per 300.22(B). You can install plenum -rated fire alarm cables above a suspended ceiling or below a raised floor used for environmental air movement [760.30(B)(1) and (2), 760.61(A), and 760.82(A)]. You can also install nonplenum-rated fire alarm cables above a suspended ceiling or below a raised floor used for environmental air, but only if you install the cable within electrical metallic tubing or one of the other raceways identified in 300.22(C)(1). Nonplenum-rated fire alarm cables are; of course, allowed above a suspended ceiling that is not used for environmental air. Fire alarm cables installed beneath a raised floor in an information technology (IT) equipment room aren't required to be plenum rated [300.22(0) and 645.5(D)(5)(c)]. The power source for a fire alarm circuit must not be supplied through a GFCI or an AFCI [760.21]. But this limitation applies only to the circuit that supplies a power -limited fire alarm system (PLFA) or a nonpower -limited fire alarm system (NPLFA). This rule is not intended to apply to the single station smoke alarms commonly found in a dwelling unit. Once again, Art. 760 does not cover these types of devices. Fire alarm circuits must be identified at all terminal and )unction locations: Fig. 2. Labeling is required for fire alarm circuits at all terminal and junction locations. Access and execution. As with many other Articles, Art. 760 requires you to install equipment and cabling in a neat and workmanlike manner [760.8]. Although the NEC doesn't define this, qualified workers know the difference between sloppy and neat work. Article 760 also provides a few hints as to what the AHJ will expect. For example, one aspect of 'sloppy' is allowing ceiling -routed cables to accumulate in a way that prevents moving the ceiling panels so a person can get to them [760.7]. Article 760 also tells us that one aspect of good workmanship is supporting the cables by the structural components of the building so the cable won't be damaged by normal building use. Secure those cables with the right hardware, and take care not to pinch or damage the cable when you do. Common sense says you haven't done quality work unless you have properly labeled the circuits at terminal and junction locations. This labeling is a requirement for fire alarm circuits [760.10] (Fig. 2). But, contrary to some manufacturers' statements, Art. 760 does not require you to mark raceways and cables [760.42]. . Where Art. 760 is silent on other aspects of good workmanship, don't read something that's not there. To avoid being forced to rewire or reinstall, don't ignore the generally accepted workmanship practices. Circuit types. A fire alarm system circuit can be one of two types: NPLFA or PLFA. What's the difference between the two? • An NPLFA can operate at up to 600V, and the power output isn't limited [760.21]. • . A PLFA has the voltage and power limited by a listed power source that complies with 760.41. This difference means easier installation requirements for PLFA circuits, but these two types of circuits share ail of the requirements detailed in Part I. NPLFA. To meet NPLFA requirements, you'll need to refer to Chapter 3 and use those wiring methods where specified. Here are some highlights. . Overcurrent protection. For conductors 14 AWG and larger, this must be limited to the conductor ampacity per Table 310.16 and - 240.6(A). Overcurrent protection can't exceed 7A for 18 AWG conductors, or 1 OA for 16 AWG conductors [760.23]. Wiring methods. NPLEA circuits must be installed using Chapter 3 wiring methods, and all splices must be in enclosures [300.15], except for splices and terminations in fire alarm devices and utilization equipment (e.g., detectors) [760.30(A)(1)]. This rule does not apply to multiconductor NPLFA cables for circuits operating at 150V or less [760.30]. Conductor size. Only copper conductors can be used for fire alarm systems. You can use conductors of sizes 18 AWG and 16 AWG (installed in a raceway, enclosure, or listed cable) if they do not supply a load that exceeds the ampacities given in 402.5. Conductors larger than 16 AWG must not supply loads greater than the ampacities given in 310.15 [760.27(A)]. Conductor nsulation. Use conductors with a 600V insulation rating, and comply with Art. 310. For conductors 18 AWG and 16 AWG, comply with 760.27(B). Table 402.3 provides application provisions [760.27(8) FPN]. Number of conductors in a raceway. Comply with the fill requirements of 300.17 [760.25]. PLFA. PLFA requirements, found in Part IIi of Art. 760, apply to the load side of the circuit For supply side wiring and equipment use Part II (NPLFA), as well as the general installation rules in Chapters 1 through 4 [760.51]. Fig. 3. Splices and terminations of power -limited fire alarm circuits must be made in listed fittings, boxes, enclosures, fire alarm devices, or utilization equipment. Wiring methods. You can use NPLFA wiring methods and materials [760.52(A)], if you choose, instead of PLFA. The PLFA wiring requirements are minimal 760.52(B)]. You can sum them up this way: Put cable splices or terminations in listed fittings, boxes, etc., and ensure exposed cables are adequately supported (Fig. 3). Separation from power conductors. Provide a minimum of 2 inches of separation between PLFA conductors and conductors of electric light, power, Class 1, or NPLFA circuits, unless you meet the requirements of 760.55(G) (Fig. 4). Don't put PLFA conductors in any enclosure, raceway, or cable with conductors of electric light, power, Class 1, or NPLFA circuit conductors, except when you: • Provide barriers. • Meet t the requirements outlined in 760.55(0), one of which is that these conductors are present solely for connection to the same equipment. Fig. 4. Provide a minimum of 2 inches of separation between PLFA conductors and conductors of electric light, power, Class 1, or NPLFA circuits, unless you meet the requirements of 760.55(G). Class 2, Class 3,.and communications circuits. Class 3 and communications circuits can be in the same cable, enclosure, or raceway as PLFA circuits [760.56(A)]. Class 2 circuits can be in the same cable, enclosure, or raceway as PLFA circuits -- if the Class 2 circuit conductor insulation isn't less than that required for the PLFA circuits [760.56(B), 760.82(C)]. You can't install audio system circuits [760.56(0), 640.9(C)] (using Class 2 or Class 3 wiring methods) in the same cable or raceway with PLFA conductors or cables. Listing. Part iV of Art. 760 details the listing requirements. This information is primarily for manufacturers. What does this mean for you? Use the cables listed for the application. The NEC doesn't require outside or underground cable to be listed, but the cable must be approved by the AHJ as suitable for the application per 90.4, 90.7, and 110.2. Give special consideration to cables in areas that move or transport environmental air, so as to reduce the hazards that arise from the burning of conductor insulation and cable jackets. Because listed plenum -rated cables have adequate fire -resistance and low smoke -producing characteristics, you can use them in environmental air space. But you can't use them in ducts or - pienums. Before deciding how to install fire system equipment or wiring, turn to Arta 760. Apply the requirements of Part I, regardless of the power level. Apply the requirements of Part II to the supply side and to load side wiring and equipment of NPLFA. Don't apply Part III requirements unless the power source for the circuit is a Class 3 transformer or power supply, or ifs a listed PLEA power source [760.41]. If you find it more economical to apply Part II requirements in place of Part III requirements, Art. 760 allows you to do so: Review a line drawing of the circuits involved, before making this determination: LAST MOOTED ON: FEB 23, 2009 FILENAME FA-D1L64-1 BS FIRE ALARM CONTRACTOR DETECTION LOGIC A UTC Fire & Security Company P: 425488,2600 21312 30th Drtve SE, Butte 4103 F: 425-488-2811 Bothell, WA. 98021 E: engsee�difp.corn z 18800 ORILLA ROAD SOUTH, TUKWILLA., WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE 1 �7Y VY■ ISSUE DATE BY DESCRIPTION SCALE: DEVELOPMENT RELEASE DATE: 02!05/2011 FIRE ALARM WIRING DETAILS FAOi3 () COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESERVED. ck3 cto • _ C 1 ; LI i LL FA.200 M ,MI MN IIM Mi IIMMIIIIIMMill a UN NM MI MIIIMMIO MI Mt IMMIIIMM IM 1111111 Mt M. IM IM IM AM aim m ow. no a on MOa IM MIP SE . . ". tt. \ , .., i t.t..., • . 1 I ‘.. • /. I I• TRANSFER RAMC ROOF TOS 3z..) 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WIIIiII !IIIII IIIIIIIIIt IiiIII:JI ilifIll iiatIIII:! ! --t-----• --'I I 1 f i715Li, • t • i • .11 rt 2--• 1'; . • r.. ., t• It - I •,•• I 1 I. 1:;;IU .- :* : 1;•:•i 1 1":'.1 - •. • .- . i. . •• 1:,, 1 F-14 • • " - ...,„ . l:,:: I Li'', - .r. - . 11. --•,,-.-.1.;-;.- 1 (..i; • •• ••I 3-‘ ..::: I c..1! • It% 1 ' ';; „ . • • • 2 1 22 • /1 1 • • -5 1, • ! • BUILDING CROSS SECTION - ALONG GRIDLINE A.2 LOOKING WEST SCALE 1/16' = l'-0' N 77,77---2••• • . . - • . - . . • • A; 8f. 15 III 1 11 1 t 1 1 if • 1 1 . • ,1 ; cl • lb • • - • • 4 fs 10 - ; • 1 1 P. • .1 1 I I 1HH I nii-1171-fii...1 1: --1.11 .......... 1.11--. _11111111 [1.1.1]. , I 1,1IThI 1 11 ` rr I 1 1 11I1 1 ill 111 I ii 1 ' • I # I I t • t 1 • t ! 1.1 i • ; . . • • • • 1 . Trrril • COMPACTOR LEVEL (NOW f.ct - 4 , 22. - 0 !i• ". . .1• 1, t.WUi . • ; • I • VIEW OF EAST ELEVATION SCALE: 1/16' = r -o' 32 SALE: j = 1%0" 16 12 8 4 0 / FIRE ALARM CONTRACTOR DETECTION LOGIC A UTC Fire & Security Company P: 4254884600 21312 31111) Drive 3E, Suit. #103 F: 4254884611 4Elottrell, WA. 98021 E: engsemgdffp.com 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE = ff .......W Oa, 4.1 = 153 SCALE; VW 1'41'1 DEVELOPEMENT RBEASE DATE: 02E12011 0.! C:0 EAST ELEVATION &WEST CROSS SECTION FA -090 PLOT DATE: 22—Feb--2011 Li -,-- g, .,..,‘ ,. ,,,.-g • i • i i —7 i \--- .--; Er. , g, . ; t-L-t•ri. 1 i--- / - 1 BUILDING CROSS SECTION -'ALONG SCALE: 1/161=1"-C7 TRANSFER BUILDING ROOF 'FOS .• . Tcls ROOF N -es .3Q2 TIPPING LEVEL • - u _ RECEIVING LEVEL • 268"-6: ; • 1; li• FA•200 ▪ an MI E11.71.0 S MN NO • MI5 NO. Mal 11111101.111111•1•11• OD AM 2 inn om ▪ Im itamom tm 111111.111111111=11.• IMO OR IIIMMIIMENt ME IMO , • - t., . ',.; 1 , , 1 - I it ‘ , , 1 il 1 i I I i . i ; ! I : i i I i I - • BUILDING CROSS SECTION - ALONG GRIDLINE 11.7 LOOKING SOUTH SCALE: 1/16,11-0' I I , I i 114 I1 A„, TRANSFER BUILDING ROOF .T.O.S. • TpPit,r- PIEI (NOM), •-•• liG LP -VP, (r. 1 ) y68 VIEW OF NORTH ELEVATION SCALE: I/16V-0' . . ___I III n_,....--_,--_-_;;--,--- ri-1 liIIIr lilt! 1 I ii I 1.1 I I Ili' 11 i l! It 11 I I 1 It 111 1 i 1 1 i 1 ' 1 WI lliI 1I 1 I - 1 • 1 I • I it It 1 it I 11H I II !I. 1 1 i! il I 1 0 . - - " r - " ---'1 11' ----- - 7-7—; .2111--11-111-- 11111 11117 1-11:1 T1 fil' III 111 11 11 III 111 11 lilt i1,;111 I1111111 Tipor 111 1 "II 1111111 li II 1110 111.1 111 Li 11'1_ J• I 11 1 I lilt f' I 1 1 fl ; I ' I • ▪ . I .1 1 1 h.flfrf !1 1111' I P 111 Ili 1Tri I 11 TITIT -'..... ' • .-4' r' . ' • " . 1 I rim:. I 111111' - - '---- ' . ' ' • ' I 1 ! 1 I 1 I 1 l• 1 Itte 1 I.; 1! i I I j 11 i I .• ' 1 I I i ' I 1 I 11 -' - fi-.- I: 1 1 , 11 i I i I I i 1 I I i I 1 i I I I I ; III" I 1" 1 I i I 1 i•II II i 11 1 1 „ . 1 it I I ' i 1: I .I I tl 1 1 I i i.p . * A • " . • • • ..., . - . • • ' 32 LIJ 0 -- SCALE . 1116' =1%0" DEVELOPEMENT RELEASE DATE: 02/05/2011 SCALE: it" = 11-0" cl 16 12 8 4 0gi I I. NORTH ELEVATION & SOLIDI CROSS SECTION FA -091 lvi What Is Meant By Polar Light Distribution? UL 1971 requires a polar light distribution pattern to enhance the likelihood of alerting hear- ing impaired individuals thmughout an area. Polar refers to the way the standard measures light intensity -both hori- zontally and vertically -at viewing angles ranging from 0 to 180 degrees. The adjacent diagrams show the values required for wall mounted and rpiling mounted units. Light Output- • Light Output - Vortical Distribution, Will To Floor Vadat Disporsion, Coiling To Walls And Floor Mtn SS SO Floor Degrees Percent of Rating 0 100 5-30 35 ' 40 45 50 90 65 46 34 55 60 65 70 75 80 85 90 27 22 18 16 15 13 12 12 12 Degrees 0 5-25 30-45 50 55 60 floor Percent of Rating 100 90 75 55 45 40 65 70 75 80 as 35 35 30 30 2S 90 25 - • • • 11:'!1 -- ............. • ! A 11: 11 , / ': t; 1, 1 t. 1. "1 ', .1 ''' • _, err ...toss I:twills r•-ri ---- -471;:o.p._515.-- - , GRIDLINE "M" WALL: MOUNT LUMEN CALCULATION. GRIDLINE "G" CEILING MOUNT LUMEN CALCULATION GRIDLINE -"D" CEILNG MOUNT LUMEN CALCULATION tRLDLINLIA.". WALL IMOUNT LUMEN CALCULATION %mina Same Egtovalet. Fuslitahon tertionro,spoasormsor.comisfetria 2..tisol7corddraUtheiefc1.50- byrtooL Sumo Stpoolln!iFoollttaseck teplhrow.ortamoosor.oubtOdrut 2.11m17cooidr1/15&boi#O•52 tystesSenow EgtioolatFaeahtatsti leicllinnrsyonnoseor.coohfdpost 2 los17oacdal.r1854rJai p.4 -. . Orr brorrAratoomo.coolofdp not 21tod7usolals.12Sebeito.55-. • NOTE This calculator uses data provided by the user to perform the calculations described In Chapter 7 of the 2002 edition of NFPA 72, which permits the use of a performance-based alternative In lieu of tables for spacing ceiling mounted audible/visible devices. The user must utilize either Table 7.5.4.1.1(b) Room Spacing Table for Ceiling -Mounted Visible Appliances or the performance-based alternative to determine the required light output, not both. Square Room Size: Up to 16' x 16' . Ceiling Height: 50' ' . Candela: 185 Inscribed Circle Radius: 8' ! ; ----- __Ieecrlbed Equivedent Fedlitetion. i Angle UL RequIreci Distance Lumens/Ft2 • . - • • i 0 185.00.. 50.00 0.0740 I , - 5 166.50 50.19 0.0661 10 166.50 46.07 0.0784 15 166.50 30.91 0.1743 20 165.50 23.39 0.3043 25 . 166.50 18.93 0.4647 30 138.75 16.00 0.5420 35 . 138.75 13.95 - 0.7132 40 138.75 12.45 0.8958 45 138.75 11.31 1.0840 50 101.75 - 10.44 0.9330 55 83.25 9.77 . 0.8728 60 74.00 9.24 0.8672 65 .64.75 8.83 0.8310 70 64.75 8.51 0.8934 75 55.50 8.28 0.8091 80 55.50 8.12 0.8410 85 46.25 8.03 . 0.7172 90 46.25 8.00 0.7227 • Assumptions: . 1. Minimum calculated likmination requirement of 0.0375 Im/ft2.. 2. Square rooms with ceiling mounted strobes in the center of the ceiling. • 3. Illumination is calculated for two perpendicular planes with brightest profile. . en 11770011 2,44 CII 13 • NOTE: This calculator uses data provided by the user to perform the calculations described In Chapter 7 of the 2002 edition of NFPA 72, which permits the use of a performance-based alternative In lieu of tables for spacing ceiling mounted audible/visible devices. The user must utlitze either Table 7.5.4.1.1(b) Room Specing Teble for Ceiling -Mounted Visible Appliances or the performance-based alternative to determine the requirai light output, not both. Square Room Size: Up to 60' x 60' Ceiling Height: 52' Candela: 185 Inscribed Circle Radius: 30' . • Inset bed Equivalent Facilitation i Angle I.A. Required Distance Lumens/Ft2 Angle UL Required Distance LtrneosiFf2 Inscribed Circle Radius: 8' . 0 - 185.00 52.00 0.0684 0 185.00 46.00 • 0.0874 5 166.50 46.18 0.0781 5 166.50 52.20 0.0611 ; 10 166.50 52.80 0.0597 • - : 15 166.50 53.83 0.0575 15 166.50 • 47.62 0.0734 20 166.50 55.34 0.0544 • 20 166.50 48.95 0.0695 25 166.50 57.38 0.0506 • - 25 166.50 50.76 0.0646 30 138.75 60.00 0.0385 • - : 30 13875 53.12 0.0492 35 138.75 52.30 0.0507 • 35 138.75- 52.30 0.0507 .4.o 138.75 46.67 0.0637 •1 40 138.75 46.67 0.0637 45 138.75 42.43 0.0771 . 45 138.75 42.43 0.0771 50 101.75 39.16 0.0663 50 101.75 39.16 0.0663 55 83.25 36.62 0.0621 55 83.25 36.62 0.0621 60 74.00 34.64 0.0617 • . 60 .74.00 34.64 0.0617 65 64.75 33.10 0.0591 . 65 64.75 .33.10 0.0591 70 64.75 31.93 0.0635 70 64.75 31.93 0.0635 75 55.50 31.06 0.0575 75 55.50 31.06 0.0575 80 55.50 30.46 0.0598 80 55.50 30.46 0.0598 85 46.25 30.11 0.0510 46.25 30.11 0.0510 90 45.25 30.00 0.0514 .85 90 46.25 . 30.00 0.0514 - Assumptions: 1. Minimum calculated lifurnination requirement of 0.0375 bm/ft2. 2. Square rooms with ceiling mounted strobes In the center of the celing. 3. fihmination is calculated for two perpendicular planes with brightest profile. en , ! . . '. •:. - ____'„,e-.---_- -..,:-•';'''' .• '• % v--.--...--7,=:::::,--____ 1 ! ! ! •1111=. I 4.,„„,.....•••• ...••• ...... •••••••••• ...mu. ...ow. --- •,-..r. ... ! ! i . . ; ;.• 111\1 ,....---- •------ --- '' 1 1 -.. .......„ ........"- ....... -- ! , -;-- --4- -.-.„ LI 1 1 \\.\._\ \__ i; \_\:_j.1 1. . 1 : .: -4 A -'•-a: S.,p.. . . . so• --f - __.•, - • p *:. e, 0 (19 • _.,,I,•E 4 .a - ,- -------- ----%%:%;,./ 1 tIiIl%tA\\ // 1/1 II IA ', / / / / / / / 1 / I / i 1- , /11/• r z /// / /// / /I- •// 1 i 1 ti '' 0,•,‘ el_ / ' / / /../ //I/./I _,-'' _. ••4.'-;),' / I / . /-. / ' / i / / / / / / 1-/ 11 / , / / / , • I I 1/ , , / , ! i / i A / , / / / - - 4/ :".-/ // // // ' // / // / - II II e - / / / / / I . 1 6" /- / / / / / I ie ,../ II. ,' /',/ / , ,. ,•-!, , / , - I 1 - - ,,.v . i• /F.., / I. • ./ 1 • -, 1., . / .,. ,.. , -.. • (-- . 1 • I - NV• . 1 I/ • i / - / I • I . - 0- / .4) • " - / : : / • I . : 1 - . - I / . I / : . I ; -!:-.1 - -,--.,-- ! 1 t• ; • ' 'r ' - '.... ....-".. 2‘ 0:6740nulacLUMEN1172"/70 / / / 1 ..'.: l. •::-::) !I - I ...., , # 11/ .:y g 4f/. •ii S . •"1 5 ...,/ • -,/ ,1 .,1 - - / ; / 1 i , A I , - \ -1 / , - ''' , 7/* _ • . I/ 17/ 51 . 511 H t,;-Ii„.4-M7 -... -i tilt; '1-24*/FV I 4/ - **••.. N., es,. N 8cr-zP.,..0398 Lofts --. • • \ !\\ • • \\\ \\, \N • 75. :\ • \ • N \ \\‘\\\\\\\\\ \NN\N .701 os ikts 30' LOCATION OF CEILING LI HORN/STROBE 40575 . !se - • 0514 WMENSJfF2 \\\ \ N N N 451:%. 4.C49S• N N 44.141SS \\ \\ N NW/ N 47. \`(/ NK1( 1 I I/27/2011 2:57 PM adicnoedideis.edvcricedsohdicae NOTE This calculator uses data provided by the user to perform the calculations described In Chapter 7 of the 2002 edition of NFPA 72, which permits the use of a pe -based -based alternative in lieu of tables for spacing ceiling mounted audible/visible devices. The user must utilize either 'Male 7.5.4.1.1(b) Room Spacing Table for Ceiling -Mounted Visible Appliances or the performance-based - alternative to determine the required light output, not both. • Square Room Size: Up to 60' x 60' • •Ceiling Height: 46' Candela: 185 •. Inscribed Circle Radius: 30' . • Inscribed Eguivalent Fadlitstion . Angle UL Required Distance LtrneosiFf2 Inscribed Circle Radius: 8' . • 0 185.00 46.00 • 0.0874 5 166.50 46.18 0.0781 • - - ; 10 166.50 46.71 0.0763 • - . 15 166.50 • 47.62 0.0734 • 20 166.50 48.95 0.0695 • - 25 166.50 50.76 0.0646 - • - : 30 13875 53.12 0.0492 • 35 138.75- 52.30 0.0507 •1 40 138.75 46.67 0.0637 . 45 138.75 42.43 0.0771 - 50 101.75 39.16 0.0663 55 83.25 36.62 0.0621 . • . 60 .74.00 34.64 0.0617 . 65 64.75 .33.10 0.0591 • 70 64.75 31.93 0.0635 . . 75 55.50 31.06 0.0575 80 55.50 30.46 0.0598 46.25 30.11 0.0510 .85 90 46.25 . 30.00 0.0514 - 85 46.25 . 8.03 0.7172 Assumptions: 1. Minimum calculated Illumination requirement of 0.0375 Irn/ft2. 2. Square rooms with ceiling mounted strobes In the center of the ceiling. 3. Illumination is calculated for two perpendicular planes with brightest profile. . of I tr/7/201.1 3:02 P r -,U or 1 VOTE This calculator uses data provided by the user to perform - the calculations described In Chapter 7 of the 2002 edition of NFPA 72, which permits the use of a performance-based alternative In lieu of tables for spacing ceiling mounted audible/visible devices. The user must utilize either Table 7.5.4.1.1(b) Room Spacing Table for Ceiling -Mounted Visible Appliances or the performance-based alternative to determhe the required light output, not both. - 1 . li-11.8 • Square Room Size: Up to 16' x 16' EINNI1 : Ceiling Height: 55' Candela: 185 -. Inscribed Circle Radius: 8' . . .__ _ Inscribtld EquivalentFAcilitIttiOn ._ . : Angle U_ Required Distance Lurnens/Ft2 ; 0. 185.00 55.00 0.0612 •5 . 166.50 55.21 0.0546 10 166.50 46.07 0.0784 ii 15 166.50 30.91 0.1743 • - : 20 166.50 23.39 0.3043 i 25 166.50 18.93 0.4647 •1 30 138.75 16.00 0.5420 . 35 • 138.75 13.95 0.7132 - 40 138.75 12.45 0.8958 45 138.75 11.31 1.0840 . 50 .101.75 10.44 0.9330 . 55 83.25 9.77 0.8728 60 74.00 9.24 0.8672 . . 65 • 64.75 8.83 0.8310 70 64.75 8.51 0.8934 75 55.50 • 8.28 , 0.8091 80 55.50 8.12 0.8410 85 46.25 . 8.03 0.7172 . i 90 46.25 . 8.00 0.7227 Assumptions: 1. Whiten calculated Illumination requirement of 0.0375 Im/ft2. 2. Square rooms with ceiling mounted strobes In the canter of the ceiling. •• 3. Illumination is calculated for two perpendicular planes with brightest profile. . 1117/21311 2,311 P 1 - - 6.1 ------. 1 . li-11.8 gMM . M EINNI1 : 11-ig • __..... ..•••• .....117.2 ......... .....„, ....- - • •••••• •••••••• --; --- -:--- -;-:" •••••• ..-- .,... --;,*, ,...- / ,/ id, :.;:. :-;-1--:;'-;r)//////://iiii ...•••' .••••• •••••• „„.... ....- •••••• V' //////I //// / //I / 1 / / /1 / / I i ,/ / / / / / ,- / / i I •---------/--/--/-7 /--, i I )1- /' / / / /1 / / i I; I i /• / / / - / ' tg.059 11-4INS - - - /. -/ - -1-• -• - PLOT DATE: 22—Feb-2011 \ \ \ - 454., •\;" I \ \ \ . 4- */- \ , \--;-•"7 ‘6,z! ,/ \- 11 .1; "/ ' - ,.1; • \ • - •- \ • k \ V - I\ ‘ • • I I / • • / / . I I•. / I 1 1 \ c._/ / */ / •I 1 // / * I \ \ 1- fi \\*(6* .;f4'47 / / -NI •0 \e., A • II ta/ i5/ !" IT • p I \ R,/ ki • -t-2/ •§4 tg',1 _ -- • • . • • • I / / I / / I -/ ; / ; • / /• LUMEN CALCULATION, BUILDING CROSS SECTION - ALONG GRIDLINE 12 LOOKING SOUTH SCALE: I/8'41-01 ,• • • ' • .• • • • 0 \\-77---\• - --'••A\ . \ \\ ; - \ ;/'' I \ \ i \ \ fp I • \ \ i \- \q, , \ \ \ ' '''', i ‘ \ • \ • \ \ - ‘'s ! • \ f, . `,,4 I. .1 - A - V \ \ . !. \ I. \ 4 ‘ N. li } • \ . A \ \\*i \ NIA Cf =0.0612 . • . • \ \• .•\ - . i \ II \ \• \\ \ : \.6%--11 \"\--* •• in\ IMEN: Ili • 11:, \ '.--‘40 \ icl, \ co li If: •K Iv ; 7. - i •---4- 1 , . • / 11 ....%•_ ._._ti / F. i :, Mt 14 V i, VI VI 1 NI , - II 11 1 5 It fi i S tt g . I % i \ - \ it- 1 I 1 • 1 _ _ 4 •"I ____ 16 I/ cof co; • ' - - • „ • I . • -• SCALE: in 1'-0" 8 6 4 2 0 SCALE: DEVELOP 1V r• ENT RELEASE DATE: 021037011 MAIN LEVEL CEIUNG & WALL DEVICE LUMENS CALCULATIONS FA -092 PLOT DATE: 22—Feb-2011 IMIL NI SS 16 N SCALE: ir =1'-0" 8 6 4 2 0 w nu ego FIRE ALARM CONTRACTOR bETEcTIof4 O.GIC A UTC Fire & Security Compan "-----"""""""""'""""mmielk P: 425486.2800 21312 30th Drive SE, Suite #103 F: 42546642611 Sottiett, WA. 98021 E engsie d►fp Com 1 «ir�* Oiu .. .. 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE ISSUE DATE BY DESCRIPTION SCALE: . 118' =11yn DEVELOPMENT RELEASE DATE: 0210511011 COMPACTOR LEVEL FIRE ALARM LAYOUT FA100 PLOT DATE: 22—Feb-2011 COMPACTOR BAY _ • (.OA : MS IMO i FA -100 FA -101 1 COMPACTOR RAY 1CO11f NC -2 02 1 20 .7K ON COHIRO OOCS ( W CO itt m OAC W CL 0 lt 9,E FIRE ALARM CONTRACTOR ii DETECTION OGIC A UTC Fire & Security Company F. 425486-2800 21312 30th Drive SE, Sefte #103 F: 425488-2611 Bothell, WA. 00021 E ongsettedIfp.com f 18800 ORILLA ROAD SOUTH, TUBWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE 0 }1.1 il I 1.11 SCALE: 1t8'=i'-0° DEVELOPMENT RELEASE DATE: 0210512011 i COMPACTOR LEVEL PRE ALARM LAYOUT FA -101 1_0g3 ---ggKg-KKKKKgKKK 949' 94- ama•-mi--.01,-.011- me al. ..e•—alt.- .101 • / e. . -- " ; • • : E i • . I ----- ID,P ,/ 4 -fox :!! ; DOWN- - • - • 1- I ; I • I - . 17:=1 • • __ _ _ _ N1A-2 6 ; I ; ISER ROOM #105ENLARGED VIE JO, SCALE: I/4' = r0' .•' (7 L ae. • SO MOOMMOM NO m looMoMmi m 17. • attle ONTO SIROCRIRE SELF -HAUL TIPPitr F (X)R ••• cutrir two siRucluRE—cp • • j.zr D-• , tit tit ttt itt-tti )) 11 UNIS • " .1. • N241 Ft s• LAN, if // ' LLIJ ; I . I /' OXIITUCT- 2c -q' 2C p 1A-2 Mill/RED itT45'-101 Aff. Mal ON THIS NM • 1 FA102 I I, ti moor • =mat • 't • . . . INSIONSO Si PLOT DATE: 22—Feb-2011 2C (13- CD • CIAID A %./ 00OOMMIOS SSOOSSOO OS IMIIMOO BEC 115 SIOOMOSSO SOSSOMO• OSOMMIVONMOSSOOMMO • O S • • 10 O. MOM = S • S • = MOO S • OMI=11 OS MI= SS 1•• •0 OS .00SIMMSSSMOIOOSO 1A-2 • FA107 • MOM Of 11. MOM FA104 16 1 1 1 25 a 14 FA103 • MOM IS • FA105 16• ILI W SCALE: in 1%0" 8 6 4 2 0 crs SCALE: lir 211.0" DEVELOPMENT RELEASE DATE: OV05/2011 MAIN LEVEL FIRE ALARPA LAYOUT FA -102 a . _ •_ Z3 . ; •-- -•-_-• .• FLANE DET. MODULES 11042/43 11044/45 47 KKKKK.ggKg itt D,U --1 _ OP OR STRUCTURE -1> 2C 1 • 111A-1 4.7K 1 • — • • ; ••••''''' : •••••• ; _ : - 1 — --. . 2 . 1 .,. . I i ...... 2 i I ...-' j L cue STRuc!uRE.4 2C -4:1, ( 112 J 4, • 4 6 ELECTICAL ROOM #115 & RISER ROOM #114 ENLARGED VIEW SCALE: I/4' = l'-0' I ; 2C -p 1A-2 a c1NJPoiro STRUCILIRE4 • • . • • • • • • • • PLOT DATE: 22—Feb-2011 • .11•01 W MOWIWWWWS FA102 FA104 FA103 FA105 W•WWWWWWW ..WWWWWWWW .WWWWWW1 WO We 11A948 47K 111049 .47K 4A,P ir 111047 47K I�EC 115 ▪ W• WMIMMIWWW=11111•11•0•1111WO • W 'MOW/ la MO WO MISIMIWWWWIMIWWWWWWWWWWWWWWWWIWO• . . • W•1••=1.• MIWOMMWOO W•giall•WW 11043 47K - 4111042 71( 1•WWWW=IWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWIMWW 1.0 1 : 1 I r H O W W.I.WWW•010 18-1 li• ' W• WWWWIONWO NIB -1 4.7K I . • 1 i 1 44 WPM " 1 • FA103 T SCALE: in r• i -o" 16 8 6 4 2 0 SCALE 1181:14)" DEVELOPEMENT RELEASE DATE: 02/0512011 MAIN LEVEL FIRE ALARM LAYOUT FAE103 LLJW LrJ C- J 10 47K;(lYP 16/611RUP1O6Du SYSIEN Amu POINTS 1 PLOT DATE: 22—Feb-2011 2C -d) CLAD ONTO 5m ucwRE 1 N1A-3 I 4.7K 1T2!3 FA491 41A-4 YD AT 5 -0' AFL trnIAL ON MS .. .. .. ....�a.�....�.._.._.._..-..>_.. ..�...�••MOM MA102 MOO fA103 €! S COMMERCIAL RECE OOR 2C-? 2C-cL Cuu° ONTO SiRUCREE . FA104 FA105 5.�• 11A-4 I i 1 r— W N SCALE: $"=1'-0" 16 8 6 4 2 0 EMU O FIRE ALARM CONTRACTOR DETECTION L. ODIC A UTC Fire & Security Company P: 425.48&2600 21312 30th Drive SE, Suite 8103 F: 425.488-2611 Bothell, WA. 98021 E: engsea0dffp.com -nil I ` n _ ` j v�/ MIN NM i , " .. >_Iltaq.il ' • Ill I II • SCALE: 118'=1'-0" DEVELOPEMENT RELEASE DATE: 021il5r2011 1 MAIN LEVEL FIRE ALARM LAYOUT FA -104 © COPYRIGHT 2008 BY DETECTION LOGIC SEATTLE: ALL RIGHTS RESER PLOT DATE: 22—Feb-201 WWII • MO MS WO -Cp -ct) tIP ONTO STRUCTURE 1 sIs FA102 FA103 FAIN FA105 Li..I� WO SO x1 to -3 COMMERCIAL RECO, t r' FLOOR LUISti #»b'. 1 14043 47K ��^' 4 1147K �'u 417K42 t(1 FA103 • FA105 ININ 20-4) CM' ONTO SIRUCIIRE VU -3 7. Y • i / . / / / / / / // - / / / // i /7 / / // /. /• / / / /. / / /-/ i / / / • 2C,D COO ONTO STRUCTURE -c-) / / SCALE: 8" =1 % On - W 16 8 6 4 2 00 1t,><f SCALE 1T8"=1%0" DEVET.OPETIIENT RELEASE DATE: 0210512011 MAIN LEVEL FIRE ALARM LAYOUT FA.105 PLOT DATE: 22—Feb-2011 CC 10�C�� (11 T I T 1 i I • in 70;11. fl • I . W N SCALE: g"=1%0" 16 8 6 4 2 0 a PRIM o Nig FIRE ALARM CONTRACTOR DETECTION A UTC Fire & Security Company P: 425466 2600 21312 30th Drive SE, Sults #103 F: 425486-2811 Bothell, WA. 98021 E: Mp.com 11Iu ,3-M III'ncatsie MI1 _� iII .. �m• a a ,11 A. • 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 • • . . .FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE I kiI I ( • SCALE: 1(8"=1'-0" DEVELOPEMENT RELEASE DATE: 02115120/1 UPPER ADMIN & ROOF FIRE ALARM LAYOUT FA -106 LLJ U O 07 ScaleHouse FAS Layout.dwg PLOT DATE: 22—Feb-20 / / i / / / / m [0,1, •w w w w w w .' - U 0.1111 • I / / / / /. / / / •/1 ATTIC SPACE /• vd- / '--- SCALE HOUSE FLOOR &ATTIC. PLAN FAS LAYOUT • • SCALE: 1/4'4-01 t -I yam•. L moo„e ;•-• `•� C f �, it J�SCALEHOI�SE.SITE PLAN 2 SCALE: WS • \\ • \\ i' iri rr i_i 11rl �� r_ • . 'T 3UNDER6ROUND CABLE TO SCALE HOUSE SCALE: NTS !t? r. • •.,yt fi v �` - • • E SCALE: in =1'-O” 4.3 2 1 0 9, URN FIRE ALARM CONTRACTOR ETECTIONLLo�tc A UTC Fire & Secuff y Company P: 4254884800 21312 30th Drive SE, Suite *103 F:425488-2611 Bothell, WA. 98021 • E: engseaadtp.com . , .---- }, „ sr •w w w w w w .' - U 0.1111 • I / / / / /. / / / •/1 ATTIC SPACE /• vd- / '--- SCALE HOUSE FLOOR &ATTIC. PLAN FAS LAYOUT • • SCALE: 1/4'4-01 t -I yam•. L moo„e ;•-• `•� C f �, it J�SCALEHOI�SE.SITE PLAN 2 SCALE: WS • \\ • \\ i' iri rr i_i 11rl �� r_ • . 'T 3UNDER6ROUND CABLE TO SCALE HOUSE SCALE: NTS !t? r. • •.,yt fi v �` - • • E SCALE: in =1'-O” 4.3 2 1 0 9, URN FIRE ALARM CONTRACTOR ETECTIONLLo�tc A UTC Fire & Secuff y Company P: 4254884800 21312 30th Drive SE, Suite *103 F:425488-2611 Bothell, WA. 98021 • E: engseaadtp.com .---- }, sr •,Zf , 18800 ORILLA ROAD SOUTH, TUKWILLA, WA 98188 FIRE ALARM SYSTEM w/ AREA OF RESCUE ASSISTANCE ISSUE DATE BY DESCRIPTION 0 SCALE: 1!4U 1r.0e DEVELOPMENT RELEASE D 011 SCALE HOUSE • FIRE ALARM LAYOUT & SITE PLAN FA -107. Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: June 28, 2011 Bow Lake Transfer Station Fire Alarm System 18800 Orillia Rd S 11-F-139 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Install a smoke detector at the top of the elevator hoistway to be part of elevator recall. 2. Ceiling smoke detectors and duct smoke detectors used for smoke damper actuation shall be located within 5 ft. of the damper. 3. Duct smoke detectors employed for HVAC shutdown shall be located on the return side of the system, be individually addressed and programmed as supervisory. 4. Flame detectors and pressure detectors shall be installed and tested per the manufacturers guidelines. 5. The elevator pit sprinkler shutoff valve shall be electrically super- vised with a tamper switch. 6. The area of refuge communications shall comply with International Building Code section 1007.8. 7. The exterior weatherproof bell/strobe on each building to face the direction of fire dept. access. 8. Extend audibility to all areas and visibility to all common -use areas. 9. Ensure manual pull stations are placed within 5 ft. of all exterior exits and entrances to exit stairways. 10. Install a breaker handle clamp on dedicated fire alarm control panel and power supplies circuit breakers. 11. All initiating devices shall have their own address and shall report individual addresses at central station. 12. Above ceiling detectors shall have remote L.E.D.'s placed below. 13. Install a fire dept. Knox keybox on each building. 14. Install a "Fire Alarm Control" sign on the door to rooms containing a fire alarm control panel. 15. An electrical permit from the Tukwila Building Dept. is required. 16. The dust collection system shall shut down if the building fire alarm system is activated. 17. The dust collection system shall shut down if the explosion Protection system is activated. Shutdown will be provided As a hardwire shutdown through the fire alarm system. 18. Provide a permanent, professionally done, detailed map of the building and sprinkler zones next to each annunciator and in each sprinkler riser room which matches the address descriptions of the annunciator. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-575-4407. No further comments at this time. iautt�i Nov 02. ;i007 — t: King County Department of Natural Resources and Parks Solid Waste Division BOW LAKE PROCESSING/TRANSFER FACILITY KING COUNTY OFFICIALS: KING COUNTY EXECUTIVE RON SIMS COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER DOW CONSTANTINE LARRY GOSSETT JANE HAGUE JULIA PATTERSON BOB FERGUSON REAGAN DUNN DESIGNED LOCATION MAP VERIFY SCALE BAR IS ONE INCH ON A OCT 07 ANSI 'O" DRAWING 0 1 REV DATE CHK'D APP'D UNCLASSIFIED USE PERMIT REVISION DESCRIPTION EXISTING BOW LAKE TRANSFER/ RECYCLING STATION La King County Department of Natural Resources and Parks Solid Waste Division VICINITY MAP ll[IJ}{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 ;'!O ti, 1 � 1 CO1� DEVELOP,,,i,�T DRAWING INDEX UUPT - COVER SHEET, VICINITY AND LOCATION MAPS UUP2 - GENERAL ARRANGEMENT SITE PLAN UUP3 - SITE PLAN UUP4 - SITE DETAILS UUP5 - OVERALL SITE LANDSCAPE PLAN UUP6.1 - LANDSCAPE PLAN SHEET 1 UUP6.2 - LANDSCAPE PLAN SHEET 2 UUP6.3 - LANDSCAPE PLAN SHEET 3 UUP6.4 - LANDSCAPE PLAN SHEET 4 UUP6.5 - LANDSCAPE PLAN SHEET 5 UUP6.6 - LANDSCAPE SCHEDULE AND DETAILS UUP7.1 - EXISTING TREE PLAN SHEET 1 UUP7.2 - EXISTING TREE PLAN SHEET 2 UUP7.3 - EXISTING TREE PLAN SHEET 3 UUP7.4 - EXISTING TREE PLAN SHEET 4 UUP7.5 - EXISTING TREE PLAN SHEET 5 UUP8.1 - EXISTING TREE SCHEDULE SHEET 1 UUP8.2 - EXISTING TREE SCHEDULE SHEET 2 UUP8.3 - EXISTING TREE SCHEDULE SHEET 3 UUP8.4 - EXISTING TREE SCHEDULE SHEET 4 UUP8.5 - EXISTING TREE SCHEDULE SHEET 5 UUP8.6 - EXISTING TREE SCHEDULE SHEET 6 UUP9.1 - TREE REMOVAL PLAN SHEET 1 UUP9.2 - TREE REMOVAL PLAN SHEET 2 UUP9.3 - TREE REMOVAL PLAN SHEET 3 UUP9.4 - TREE REMOVAL PLAN SHEET 4 UUP9.5 - TREE REMOVAL SCHEDULE SHEET 1 UUP9.6 - TREE REMOVAL SCHEDULE SHEET 2 UUP9.7 - TREE REMOVAL SCHEDULE SHEET 3 UUP9.8 - TREE REMOVAL SCHEDULE SHEET 4 UUP10.1 - TREE REPLACEMENT PLAN SHEET 1 UUP10.2 - TREE REPLACEMENT PLAN SHEET 2 UUP10.3 - TREE REPLACEMENT PLAN SHEET 3 UUP10.4 - TREE REPLACEMENT PLAN SHEET 4 UUP11.1 - SENSITIVE AREAS PLAN SHEET 1 UUP11.2 - SENSITIVE AREAS PLAN SHEET 2 UUP12.1 - CONCEPTUAL MITIGATION PLAN SHEET UUP12.2 - CONCEPTUAL MITIGATION PLAN SHEET UUP12.3 - CONCEPTUAL MITIGATION PLAN SHEET UUP13.1 - TRANSFER/TSO BUILDING SOUTH AND UUP13.2 - TRANSFER/TSO BUILDING NORTH AND UUP13.3 - SOUTH SCALE HOUSE, SCALE BOOTH. AND MAINTENANCE BLDG ELEVATIONS UUP14.1 - EXISTING CONDITIONS AND SURVEY CONTROL UUP14.2 - SITE GRADING PLAN UUP15.1 - SITE UTILITY SYSTEMS PLAN UUP1 5.2 - SITE WATER SYSTEM PLAN UUP15.3 - SITE WASTEWATER SYSTEM PLAN UUP15.4 - SURFACE WATER SYSTEM PLAN SHEET 1 UUP15.5 - SURFACE WATER SYSTEM PLAN SHEET 2 UUP16.1 - ELECTRICAL SITE PLAN - UGHTING UUP16.2 - ELECTRICAL SIZE PLAN - POWER AND SIGNAL UUP17.1 - SIGNING PLAN UUP17.2 - SIGNING DETAILS SHEET 1 UUP17.3 - SIGNING DETAILS SHEET 2 UUP17.4 - SIGNING DETAILS SHEET 3 UUP17.5 - SIGNING DETAILS SHEET 4 1 2 3 EAST ELEVATIONS WEST ELEVATIONS SCALE BREAK AREA BOW LAKE PROCESSING/TRANSFER FACILTTY COVER SHEET, VICINITY AND LOCATION MAPS PROJECT NUMBER 11-00839-2000 9R. OF: CRAVING NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION h! )l 90 O 22R ' / Ye_-\ / cb/ • -- \ \� FREE RECYCLING —AREA SITE ENTRANCE ----::- ` _ CELL TOWER T— - ACCESS ROAD. : ` - SELF -HAUL ENTRANCE/EXIT ROAD • --'\ _\--_ <J ..`�.'=.=_'--23°--` .—_.- --- 240-__.------ - --�' `_l -. ���.� _`_� -220----___.._� �L_ 1y-1. 220 0z- } { R ! SOUTH I -.: -f/'F` ' / / � / PERIMETER -X50 I J f �/ �/ \ /`N \ ROAD CONSTRUCTION LIMIT _ DEVE v.r. i FACIUTY ROAD ' l � GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF TUKWILLA ENGINEERING STANDARDS, KING COUNTY ENGINEERING DESIGN AND DEVELOPMENT STANDARDS, AND HIGHLINE WATER DISTRICT FOR WATER AND SEWER SYSTEMS. REFER TO SPECIFICATION SECTION 01095 FOR ORDER OF PRECEDENCE. 2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE COUNTY INSPECTOR OR DESIGNATED REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE OWNER'S SITE REPRESENTATIVE AT (206) 263-6476 TO SCHEDULE A PRECONSTRUCTION CONFERENCE. 3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, LOGGING OR GRADING, THE SITE CLEARING UNITS AS SHOWN ON THESE PLANS SHALL BE LOCATED AND HELD IDENTIFIED BY THE COUNTY'S PROJECT SURVEYOR. THE OWNER'S SITE REPRESENTATIVE'S NAME AND TELEPHONE NUMBER ARE: NAME: TOM CREEGAN, KING COUNTY PHONE: (206) 263-6476 4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING SURFACE WATER AND GROUNDWATER QUALITY. A SURFACE WATER MONITORING PROGRAM SHALL BE ESTABLISHED BY THE OWNER'S SITE REPRESENTATIVE. THE OWNER'S SITE REPRESENTATIVE'S NAME AND PHONE NUMBER ARE: NAME: TOM CREEGAN, KING COUNTY PHONE: (206) 263-6476 /1/ -71D1 .y\ / ,ye \J) NORTH PERIMETER-, J/ ROADii--� N. HOT LOAD AREA - zea 200- -v . \ r J� \ ` \ \ \ I PROPERTY UNE ` 1, \ `} • •I \ 1\ aQ \ \ \. `I - •,' \\ \ \ \\\ 'Jo, _ I- I MAINTENANCE I BULDING II I FUELING STATIONS / ;r' _ 260. FACILITY / 1,/,,/ ,/ N " --- , \\\ ,\ COMMERCIAL ��'� ' «c— \ \ N \�— ENTRANCE ROAD \k\-. — - \ �\ ---,/a \„_-- �230� — a - Y- 220 -220- (---,/. / n LN▪ . „4.4-•� 230 , 9G % 11 II I z• \ (I ,i t RETAINING :\ / J /WALL, TYP- /`/1/i 61/ - l(\ i ) )jl i\ \ PLAN \ EAST SLOPE 'JILL AREA -� \• 1 ��. \ \ \• -17 2.0_ TEMPORARY CONSTRUCTION ACCESS EASEMENT SITE GRADING SCALE: 1' = 80' • /,,. \ , \_ `\ I /{ � \ \ X / / _\\-' / / ."' / '' / i \ - J\. \\ ------N \\ / �� _ 1 J -1:T\ , \ \ / j`'/ ' N 1 ) / \ I =� ~` \ / - r—,--- _ _\.__ —� ��%� l \ \ ,\ 1 f-\ - i . / m \ 1 ,\ \ A \\ { 1 //-��-"- ---r __ �_'.-_` STREAM Et� ` ;�\\\ l/ - I 4 •cY - - �` \ 444:- 30 �\•` /"-.'� DRIVING RANGE \30 r) �`•�`�\ �•�0�\ \i \ 80 160 -) cc e Feet moi' \4. -\ \� \ \�_ I \ _moo• / k DESIGNED DRAWN UUP2 i VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING 0 �1' A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D APP'D REVISION DESCRIPTION IA King County Department of Natural Resources and Parks Solid Waste Division IIIINII)IE[1( R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY GENERAL ARRANGEMENT SETE PLAN PROJECT NIA11310t 1 1-00839-2000 SHE OF: 6 DIMING NIAIIIIEFO UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION CELL TOWER ACCESS ROAD ERSTATE 5 FREE RECYCUNG AREA [ y (2 ` RETAINING WALLA SHE PLAN SCALE: 1" = 50' X PROPERTY UNE RETAINING WALL A TH SCALE ILITY RETAINING WALL D MATCH LINE BELOW >� ACCESS / GATE/ / HOT LOAD PAD RETAINING WALL F FEE RECYCUNG AREA BUILDING FUEL ACIL PERSONNEL GATE 42-12'Wx4O'L TRANSFER TRAILER PARKING SPACES 1n FEE RECYCLING AREA TRANSFER/TS0 BUILDING NORTH SCALE TRANSFER TRAILER YARD FUTURE PROCESSING FACILITY MAINTENANCE BUILDING EXISTING TRANSFER BUILDING RETAINING WALL E FUELING FACILITY 8 e VI I \ I� PROPERT\ UNE •/ CONSTRUCTION LIMITS, TYP PERSONNEL GATE RETAINING WALL G E lo/L5/07. DESIGNED V / PLAN ROPERTY UNE, TYP SITE PLAN SCALE: 1' = 50' La King County Department of Natural Resources and Parks Solid Waste Division 2 UUP3 on.ea 3-20- I VERIFY SCALE BAR IS ONE INCH ON ANSI *Dr DRAWING A OCT 07 UNCLASSIFIED USE PERMIT REVISION DESCRIPTION RETAINING WALL C —_ —. GENERAL NOTES 1. FIRE DEPARTMENT HAS ACCESS TO All BUILDINGS VIA ON -SHE ROADS WHICH PROVIDE A FULL LOOP AROUND THE SITE. 2. NO PEDLSIRLAN CONNECTIONS ARE PROVIDED ALONG THE PROPERTY FRONTAGE TO DISCOURAGE PEDESTRIAN ACTIVITY. IN ORDER TO HELP KEEP CUSTOMERS AND VISITORS SAFE WHILE ON-SITE, LIMITED PEDESIRUW ACCESS IS PROVIDED ON-SITE. 3. THE PROJECT PROPERTY IS WITHIN THE CITY OF TUKWILA'S TUKWILA VALLEY SOUTH ZONING DESIGNATION WHICH REQUIRES SETBACKS OF 25 FEET AT THE FRONT, 5 FEET ON THE SIDES, AND 5 FEET AT THE REAR.SETBACKS HAVE NOT BEEN SHOWN DUE TO ,DRAWING 'SCALE 4. THE STTE-IS,A DROP-OFF AND LOAD -OUT FACILITY i DESIGNATING ALL ACTIVE AREAS AS LOADING AND SERVICE AREA$./ 50 0 50 100 1=50'-0" G1Giil Scale Feet BOW LAKE PROCESSING/TRANSFER FACILITY It!uj} lEE ft R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 NUMBER 11-00839-2000 OF: SITE PLAN ORAMMIG NUMBER: DETAIL NUMBER OF STALLS A — PARKING ANGLE B — STALL WIDTH C — STALL DEPTH (PERP) D — STALL DEPTH (ALIGN) E — CURB LENGTH 1/UUP3 4 + 1 HC 60' 9' 23.6' 20' 10.4' 2/UUP3 3 90' 9' 22' 20' 9' 3/UUP3 3 90' 9' 22' 20' 9' 4/UUP3 1 HC 90' 12' 22' 20' 12' 5/UUP3 10 + 1 BUS 45' 9' 21.9' 20' 12.7' N6 -_J DETAIL SOUTH SCALE FACILITY PARKING SCALE: 1" = 10' 15' ---- ___ PEDESTRIAN ACCESS 15' J MAINTENANCE BLDG DETAIL MAINTENANCE BLDG PARKING SCALE: 1" = 10' TRANSFER/TS0 BLDG DETAIL SE CORNER OF TRANSER/TSO BLDG SCALE: 1' = 10' GENERAL NOTES 1. THE SOUTH SCALE FACILITY PARKING PROVIDES 4 STANDARD PARKING SPACES AND 1 HANDICAPPED PARKING SPACE. 2. ADDITIONAL HANDICAPPED PARKING SPACE PROVIDED AT THE SOUTHWEST CORNER OF THE TRANSFER/TSO BUILDING. 3. PARKING STALL DIMENSIONS EXCEED MINIMUM REQUIREMENTS PER TUKWILA MUNICIPAL CODE 18.56.040 GENERAL REQUIREMENTS FIGURE 18-6. 4. HANDICAPPED STALL DIMENSIONS EXCEED MINIMUM REQUIREMENTS PER TUKWILA MUNICIPAL CODE 18.56.080 PARKING FOR THE HANDICAPPED FIGURE 18-8. HANDICAPPED PARKING AT SW CORNER OF TRANSFER/TS0 BLDG SCALE: 1" = 10' TRANSFER/TS0 BLDG it.)/5/D7- DETAIL WEST OF TRANSFER/TSO BLDG SCALE: 1" = 10' PEDESTRIAN ACCESS 10 5 0 10 20 1"=10'-0" I Feet Scale UUP4 -' DEED .)9 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 — 1' A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division II't' ECK R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SITE DETAILS PROJECT NUMBOt 11-00839-2000 SRT. OF: DRAWING NURSER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION I— w w WSDOT SCREENING SUFFER sLgngU 0000000 OOO PLAN OVERALL SITE LANDSCAPE SCALE: 1" = 50' ;' PLAN OVERALL SITE LANDSCAPE SCALE: 1 " = 50' 50 0 50 100 1 =50 —0 G Feet Scale SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS n rte_ STATE OF WASH NGTON REGISTERED E ARCHITECT ELIZA -SCOTT CERTI ICATE NO. 538 •8 2 a UUP5 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI D� DRAWING 0 fit' A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION IA King County Department of Natural Resources and Parks Solid Waste Division IKPQ Architecture Londa pe Architecture Urban esign 753 9th Avenue North Seettle, WA 98109 (206) 286-1640 BOW LAKE PROCESSING/T R.(FACiUTYT OVERALL SITE LANDSCAPE PLAN raoaEcr NIIM9FR 11-00839-2000 SHE 0F: ORrw.+c NUMBER: L100 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION C g +00 SHEET L102 KEY MAP MATCH LINE STA 2+50 THIS SHEET LANDSCAPE PLAN 0 20 40 Feet SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS STATE OF WASH NGTON REGISTERED ARCHITECT AIL - ELIZA:%. S SCOTT CERT ICATE NO. 538 UUP6.1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI 'D' DRAWING 0�1' A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK D APP.D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division KPG Architecture Landscape Architecture Civil Engineering Urban Design 753 9th Avenue North Seattle. WA 98109 (206) 286-1840 BOW LAKE PROCESSING/TRANSFER FACILITY 7 I LANDSCAPE PLAN C :- SHEET�i =-�-�- PROJECT NUMBER: I 1-00839-2000 SHE Or: DRAWING NUMBER: L101 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION • a 8 E 0 i MATCH LINE STA 9+00 SHEET L103 // i;' If �.O ij 444181 �O' 'W :vim" LINE STA 0` SHEET L101 KEY MAP i 20 0 20 40 Scale Feet PLAN LANDSCAPE PLAN SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS PLANT SYMBOL PLANT QUANTITY STATE OF WASH NGTON REGISTERED ARCHITECT ELIZA SCOTT CERT I ICATE NO. 538 UUP6.2 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D' DRAWING A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION 111 King County Department of Natural Resources and Parks Solid Waste Division MPG Architecture Landscape Architecture Civil Engineering Urban Design 753 9th Avenue North Seattle, WA 98109 (206) 286-1640 BOW LAKE PROCESSING/TRANSFER FACILITY LANDSCAPE PLANK SHEET 2 Cr DE'. PROJECT HUMBER: 11-00839-2000 SHT. OF: ORAwIG NUMBER L102 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 8 CT .11 E 8 0 MATCH LINE �12+00- SHEET L104 eill•tt ■ O� • IO■ 1'■ 1 igv %Di01.4O ■ O % ■ fp fo' %'0 / i0 / ,O /g,OI go" 40 paw qy PlEp o ;o, i� l ��0 #0 Ole MATCH LINE STA 9+00 SHEET L102 KEY MAP PLAN LANDSCAPE PLAN 20 0 20 40 Scale Feet PLANT SYMBOL PLANT QUANTITY TRAILER YARD SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS , Atte , : /. 14* vlw ♦♦♦eta!� ♦,,,IliP. • Oyob, A STATE OF WASH NGTON REGISTERED ARCHITECT ELIZA N -SCOTT CERT I ICATE NO. 538 UUP6.3 DESIGNED DRAWN VERIFY SCALE EiAR IS ONE INCH ON ANSI D DRAWING 0 �1' A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHKO APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division IKPQ Architecture Landscape Architecture Civil Engineering Urban Design 753 9th Avenue North Seattle. WA 98109 (208) 288-1640 BOW LAKE PROCESSING/TRANSFER FACILITY I 1 LANDSCAPE PLAN'' SHEET 33011.,..0,0 DEVEL.OPI..- PROJECT NUMBER: 11-00839-2000 SHT. OF: DRAWING NUMBER: L103 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 2007 — 8:14am 0 MATCH i�VNE STA 15+00 SHEET 1105 #Q ;n. 40 154 wAR 10" Nicir APS Tor 111/ ;b4114 0i PeP �0, o, +++ + yr / r i IOC I,dif1�+ te ��� t + �9�VIA „�` AD ilkh Tor tp 47. 7 2. OAi /iI MATCH LINE STA 12+00 SHEET L103 PLAN LANDSCAPE PIAN (1) 20 Scale 0 20 40 Feet FUELING FACILITY SEE SHEET L106 FOR PLANTING SCHEDULE AND DETAILS PLANT SYMBOL PLANT QUANTITY KEY MAP STATE OF WASH NGTON REGISTERED ARCHITECT EUZA N -SCOTT CERTI KATE NO. 538 UUP6.4 BAR IS ONE INCH ON ANSI "D" DRAWING 0�1* A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION IKPCr Architecture Landscape Architecture Civil Engineering Urban Design 753 9th Avenue North Seattle. WA 98109 (208) 286-1640 BOW LAKE PROCESSING/TRANSFER FACILITY, LANDSCAPE:PLAN L,,,, SHEET c,4j..,..�, , . Daf.LC-1.'_ PROJECT NUMBER 11-00839-2000 SHT. OF DRPANG NUMBER: L104 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION trl 1 E 0 Dln I lo r 'Iiw MATCH LINE STA 15+00 SHEET L104 PLAN LANDSCAPE PLAN 20 0 Scale 20 40 Feet SEE SHEET 1106 FOR PLANTING SCHEDULE AND DETAILS PLANT SYMBOL PLANT QUANTITY KEY MAP STATE OF WASH NGTON REGISTERED E ARCHITECT ELIZA SCOTT CERT I ICATE NO. 538 UUP6.5 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 1- A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP') REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division XPQ Architecture Landscape Architecture Civil Engineering Urban Design 753 9th Avenue North Seattle. WA 98109 (206) 286-1640 BOW LAKE PROCESSING/TRANSFER FACILITY LANDSCAPE PLAN •r SHEET 5•• Cr PROJECT NUMBER: 11-00839-2000 SHT. OF: DRAWING NUMBER: L105 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 0 g PLANT SCHEDULE SYMBOL BOTANICAL NAME/ COMMON NAME SIZE QTY REMARKS TREES OTi ACER CIRCINATUM/ VINE MAPLE 7'-8' HT. 106 B&B 3-5 CANES MIN. T2 PHYSOCARPUS CAPITATUS/ PACIFIC NINEBARK 7'-8' HT. 52 B&B 3-5 CANES MIN. 0 T3 BETULA JACQUEMONTII/ JACQUEMONTII BIRCH 2' CAL 10'-12' HT 40 B&B WELL—BRANCHED T4 BETULA PAPYRIFERA/ PAPER BARK BIRCH 2" CAL 10'-12' HT 12 B&B WELL—BRANCHED T5 FRAXINUS OXYCARPA/ RAYWOOD ASH 2" CAL. 10'-12' HT 13 B&B WELL—BRANCHED T6 PRUNUS SAGENTII 'COLUMNARIS./ COLUMNAR SARGENT FLOWERING CHERRY 2" CAL 10'-12' HT 4 B&B WELL—BRANCHED 17 MAGNOLIA GALAXY/ GALAXY MAGNOLIA0' 12' HT 5 B&B WELL—BRANCHED TB ZELKOVA SERRATA/ SAWTOOTH ZELKOVA 2 CAL 10'-12' HT 33 B&B WELL—BRANCHED OM T9 PSEUDOTSUGA MENZIESII/ DOUGLAS FIR 6'-7' HT. 67 B&B WELL—BRANCHED T10 THUJA PUCATA/ WESTERN RED CEDAR 6'-7' HT. 57 B&B WELL—BRANCHED Til CALOCEDRUS DECURRENS/ INCENSE CEDAR 6'-7' HT. 95 B&B WELL—BRANCHED SHRUBS Op Si EUONYMUS ALATA 'COMPACTA'/ DWARF BURNING BUSH 18"-24" HT. 139 CONT. FULL AND BUSHY S2 ESCALLONIA LANGLEYENSIS/179 APPLE BLOSSOM ESCALLONIA 18"-24" HT. CONT. FULL AND BUSHY S3 RIBES SANGUINEUM/ RED FLOWERING CURRANT 18"-24" HT. 122 CONT. FULL AND BUSHY S4 PHILADELPHUS LEWISII/ MOCK ORANGE 18"-24" HT. 107 CONT. FULL AND BUSHY SS OSMANTHUS DELAVAYII/ DELAVAY OSMANTHUS 18"-24" HT. 62 CONT. FULL AND BUSHY ® S6 ABELIA GRANDIFLORA/ EDWARD GOUCHER ABEUA 15"-18" HT. 21 CONT. FULL AND BUSHY S7 CISTUS HYBRIDUS/ WHITE ROCK ROSE 15"-18" HT. 109 CONT. FULL AND BUSHY S8 CISTUS PUPUREUS/ PURPLE ROCK ROSE 15"-18" HT. 127 CONT. FULL AND BUSHY S9 ROSA PISOCARPA/ WILD CLUSTERED ROSE 15"-18" HT. 137 S10 VIBURNUM OPULUS 'NANUM'/ DWARF EUROPEAN CRANBERRY BUSH 15"-18" HT. 89 CONT. FULL AND BUSHY + NOTE G1+ LAVANDULA AUGUSTIFOUA/ ENGUSH LAVENDER 1 GALLON CONT 30 ONE PLANT G2+ DESCHAMPSIA CAESPITOSA/ TUFTED HAIR GRASS 1 GALLON CONT 54 SYMBOL FQUALS G3+ ELY1AUS GLAUCUS/ BLUE WILD RYE 1 GALLON CONT 60 TWO G4+ POLYSTICHUM MUNITUM/ SWORD FERN 1 GALLON CONT 235 PLANTS GROUNDCOVERS :•:: a 8 8 B B z `• \ \ • N NNN / / / / / / // // II/ / -_, -„, i'---- -...._ •• ...,.., N -..„ ---NN"•..., / N.,.N . ...,.... '-----::::_---- . , •,„.. ,...„ N -•-• 'N.,,, N.,.... •,,, N..•,, N.••.,, .."---- •-•, '--... N...„ N, N., "...„ "..-. ---,,, •-•,.. -...„. •-..., N., N, -`,..,,,,, •..,_ •,,.. N, '"--• --..., N......... N..., ,-.., 'N.... •-•-,.... N,.... .....,.... •... .--N._ ....., ......, --,,, N.... --.., "----. NEW FENCE, TYP X - x x FREE RECYCLING AREA RAMP CONSTRUCTION UNITS, TYP N. 1 I - NN 1%10 g 4- N co4 - • - \ X- ----- PLAN SITE PLAN. SCALE: 1 = V411 GENERAL NOTES 1. SEE THE UUP8 DWGS FOR THE EXISTING TREE SCHEDULE FOR TREES SHOWN ON 2. SEE THE UUP9 REPLACEMENT. THIS AND DWG. UUP10 DWGS FOR TREE REMOVAL AND 7 - KEY MAP 30 0 30 60 1=30.-0" Scale Feet UUP7.1 DESIGNED DRAWN VERIFY SCALE BAANSI DONEDRAINC041,14.?0N 0 A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP.() REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY C... EXISTING TREES -21:1AN.' SHEET 1 PROJECT NUMBER: 11-00839-2000 SW. OF: DRG NUWBOt UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 8 .Q S A CELL TOWER- sem_ ACCESS ROAD / ttk PROPERTY UNE, TYP INTERSTATE 5 l 0#678 15170 rl #B9 #523 #520 0 #5250# #529 000#527 #532 6-M10#531 #533 0 NEW FENCE, 4534 A CL 0 2 PROPERTY UNE, TYP CONSTRUCTION LIMITS, TYP 0 #539 9 01537 ?[ 8 # 0 0 #545 #546 0 28 -CW f540 1,#540 0#541 O # 42 !. #544 #543 1, FUTURE PROCESSING FACILITY EXISTING '-TRANSFER BLDG MATCH LINE DWG UUP7.4 PLAN SITE PLAN SCALE: 1" = 30' lmom *1636 tj135 GENERAL NOTES 1. SEE THE UUPB DWGS FOR EXISTING TREE SCHEDULE FOR TREES SHOWN ON THIS DWG. 2. SEE THE UUP9 AND UUP10 DWGS FOR TREE REMOVAL AND REPLACEMENT. 30 0 30 60 1 =30 -0 Gi Scale Feet UUP7.2 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1' A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ff1Jlll{[F R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACIUTY coi• r EXISTING TRtES'LPLAN` SHEET 2 PROJECT NUMBER: 11-00839-2000 SNf. Oi: CRANING NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION X_ X- X_ X_ X. 1NYP FENCE, • 1705 #70401701 #70640.. 1702 0 17 7 1703 1711 #71 01708 l 171 �6Q 01709 1717v#712 1`718 O 713 1220 #7191 720 0 0d 714 1723,n #715 7240 1726 #725 }1721 1727/ #73D 7 01730 V 4729 0 0 #957 95fi "... .................................... �- ca 941 L25 #971 �`1 #93 #938 e * r0 ° 8 #$7� . " 785 1874 87 5 A#111!E 8(2 1/ iV 0 1766 17765 � O O n 736 0 747 746 01748 757 54 0#760 61761 3 E775 01756 #762 #804 O#805 41 733 42 806 810 4811 619 0 820 #764 2 0#763 ,#787 831 CONSTRUCTION LIMITS, TYP 1i8 32 8330070 (21769 0#771 0.Q1774 776. 177273 7779 00#781 82#778 o...�... 8B7 939. #940 #94- E==W, X54 0 (p 0#788 O #g 98 0 #88 8444 885#70 1790'01788 X787 # 1 7930 r p 0 ARRA. 0 #7940 005 #791 17 32" & 18"M i 0 9 PLAN SITE PLAN SCALE 1' = 30' PROPERTY UNE, TYP I UUP7.3 VERIFY SCALE 4R IS ONE INCH ON ANSI 0" DRAWING 0 1' UNCLASSIFIED REV DATE CHK'D APP'D USE PERMIT REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division GENERAL NOTES 1. SEE THE UUP8 DWGS FOR EXISTING TREE SCHEDULE FOR TREES SHOWN ON THIS DWG. 2. SEE THE UUP9 AND UUP10 DWGS FOR TREE REMOVAL AND REPLACEMENT. KEY MAP 30 0 1"=30'-0" C Scale Feet vi 30 60 BOW LAKE PROCESSING/TRANSFER FACILITY fih1tj»jI1E[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 EXISTING TREES. PLAN, SHEET 3 DRAINING MJMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 8 8 A 0111.11. MATCH LINE DWG UUP7.2 — TRANSFER TRAILER YARD NNW L5 " $ 559 X5550 K01561 #5570 01560 X5lop1 #OZ 01571 Q 3 0 i5X456r 578 1572 f5R# 40 1577 15750 1576 0 14"DEC 0 1579 6"FRT 0 0 8"k 12" MAD 0 8"FRTx2 M ti a. 18"DEC 0 I3 4"Mx20 0� ui 6"A1x2 15 J2 Q S sEH 0 14"CW 0 24"DEC /582 26 DEC 16"DECx2 3230 322 327 3280325 30"DE NEW FENCE, TYP 321 32'4 0 307 320 3760 31 308Q��ys, •' 304 / 19,....:309 / 305 0 303 PROPERTY LINE. TYP IMIN MINN 316 311 o1 0 313 312 I 377 TEMPORARY CONSTRUCTION EASEMENT L / MATCH LINE DWG UUP7.5 PLAN / CONSTRUCTION LIMITS, TYP SITE PLAN SCALE: 1" = 30' / / / / GENERAL NOTES 1. SEE THE UUP8 DWGS FOR EXISTING TREE SCHEDULE FOR TREES SHOWN ON THIS DWG. 2. SEE THE UUP9 AND UUP10 DWGS FOR TREE REMOVAL AND REPLACEMENT. 30 0 30 60 1"=30'-0" G Scale Feet UUP7.4 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0� 1" A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP.() REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division llIJhI]1E[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACIUTY EXISTING;OTREES PLANT SHEET 4 PROJECT NUMBER 11-00839-2000 SW. OF: CANNING NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 6 IMME /• 370 335 333(9 0 0 3310332 0:)337 336 323 0336 3O 30 0 343 � 328 339 3410 0 340 — / 365 MATCH LINE DWG UUP7.4 351 350 353 3�2 0 0 355 � 384 I5�6 0 378 5969 357 0 38 r0 82 5�5 358 599-0'� 364 381 0359 367 lk)363� 362 3660 368 0360 0 p 361 348 36671 0 3 • / 3f7 372 3 374 0 345 PLAN .11 IMMO 3395 3+ 9 391392398 39 400 688 — � 6689690 _ . '_ 397 584 x389 899 585 0589 58 — . -_.8977896 0 58590 87 0396 0 699 687 691 6 / ^3 8 1 SITE PLAN SCALE: 1" = 30' 695 8697 694 893 1. 1. 50 1 92 IMMO 1 5920 5939 A940 1 r r .1111=1 NOM GENERAL NOTES 1. SEE THE UUP8 DWGS FOR EXISTING TREE SCHEDULE FOR TREES SHOWN ON THIS DWG. 2. SEE THE UUP9 AND UUP10 DWGS FOR TREE REMOVAL AND REPLACEMENT. KEY MAP 30 0 30 60 1 =30-0 G Scale Feet UUP7.5 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division llhhll]{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY EXISTING TREES PLAN HET-G5 .— 7 PROJECT NUMBER: 11-00839-2000 SOO. 0E: DRAWING NUMBE(C UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES A ROBINIA PSUEDOACACIA BLACK LOCUST 7 DEAD 1 SNAG 501 ACER MACROPHYLLUM BIGLEAF MAPLE 24+10+10+12+8 FAIR 15 MULTIPLE STEM 502 ACER MACROPHYLLUM BIGLEAF MAPLE 30+24 FAIR 20 MULTIPLE STEM 503 ALNUS RUBRA RED ALDER 8 FAIR 3 CLUSTER 504 ALNUS RUBRA RED ALDER 6 FAIR 3 CLUSTER 505 ALNUS RUBRA RED ALDER 5 FAIR 3 CLUSTER 506 ALNUS RUBRA RED ALDER 6 FAIR 3 CLUSTER 507 ALNUS RUBRA RED ALDER 8 FAIR 3 CLUSTER 508 ALNUS RUBRA RED ALDER 10 FAIR 3 CLUSTER 509 ALNUS RUBRA RED ALDER 8 FAIR 6 CLUSTER 510 ALNUS RUBRA RED ALDER 8 FAIR 4 CLUSTER 511 ALNUS RUBRA RED ALDER 6 FAIR 4 CLUSTER 512 ALNUS RUBRA RED ALDER 6 POOR 4 CLUSTER 513 ALNUS RUBRA RED ALDER 8 FAIR 4 CLUSTER 514 ALNUS RUBRA RED ALDER 7 FAIR 4 CLUSTER 515 ACER MACROPHYLLUM BIGLEAF MAPLE 18+14+10+10 FAIR 20 MULTIPLE STEM 516 ALNUS RUBRA RED ALDER 6 FAIR 4 CODOMINANT STEM 517 POPULUS TRICHOCARPA BLACK COTTONWOOD 20+20+18+7+7 DEAD 5 CLUSTER, TWO SNAGS 518 POPULUS TRICHOCARPA BLACK COTTONWOOD 20+13 POOR 12 CODOMINANT STEM, BASAL DAMAGE, ARMILLARIA 519 ACER MACROPHYLLUM BIGLEAF MAPLE 22+20 POOR 12 STEM FAILURE, BASAL DECAY 520 ACER MACROPHYLLUM BIGLEAF MAPLE 15+12+10+8 FAIR 13 CLUSTER 521 ACER MACROPHYLLUM BIGLEAF MAPLE 18 FAIR 6 ENGLISH IVY COVERED 522 ACER MACROPHYLLUM BIGLEAF MAPLE 7 POOR 2 523 ACER MACROPHYLLUM BIGLEAF MAPLE 9 FAIR 6 524 ACER MACROPHYLLUM BIGLEAF MAPLE 5 DEAD 3 SNAG 525 ACER MACROPHYLLUM BIGLEAF MAPLE 14+12 DEAD 3 STUMP SPROUTS 526 POPULUS TRICHOCARPA BLACK COTTONWOOD 21+17 DEAD 10 SMALL TOPPED SNAG 527 ACER MACROPHYLLUM BIGLEAF MAPLE 12 FAIR 8 NO TAG DUE TO DIFFICULT ACCESS, DAMAGE TO MAJOR SCAFFOLDS 528 ACER MACROPHYLLUM BIGLEAF MAPLE 5 DEAD 2 SNAG 529 ACER MACROPHYLLUM BIGLEAF MAPLE 14+12 FAIR 10 530 VOID BLACK COTTONWOOD 14 GOOD 11 DROPPED TAG 531 ACER MACROPHYLLUM BIGLEAF MAPLE 10 FAIR 7 532 ACER MACROPHYLLUM BIGLEAF MAPLE 16+9+8 FAIR 10 533 ACER MACROPHYLLUM BIGLEAF MAPLE 9+6+4 FAIR 8 534 ACER MACROPHYLLUM BIGLEAF MAPLE 10 DEAD 5 SNAG 535 ACER MACROPHYLLUM BIGLEAF MAPLE 14+12 DEAD 8 SNAG 536 ALNUS RUBRA RED ALDER 22 FAIR 6 BELOW WIRES, WILL NEED TO BE CUT 537 ALNUS RUBRA RED ALDER 10 DEAD 9 HOLLOW 538 ALNUS RUBRA RED ALDER 14 FAIR 12 BELOW WIRES, WILL NEED TO BE CUT 539 ACER MACROPHYLLUM BIGLEAF MAPLE 26 FAIR 14 540A POPULUS TRICHOCARPA BLACK COTTONWOOD 20 GOOD 15 ADJACENT WITH 5408 540B POPULUS TRICHOCARPA BLACK COTTONWOOD 18 FAIR 15 NO TAG, ADJACENT WITH 540A 541 POPULUS TRICHOCARPA BLACK COTTONWOOD 27 DEAD 17 SNAG 542 POPULUS TRICHOCARPA BLACK COTTONWOOD 36 FAIR 15 DAMAGED LEAD 543 POPULUS TRICHOCARPA BLACK COTTONWOOD 6 FAIR 7 SOCKET FAILURE 544 POPULUS TRICHOCARPA BLACK COTTONWOOD 22 GOOD 17 LEAD FAILURE 545 POPULUS TRICHOCARPA BLACK COTTONWOOD 19 GOOD 15 BUSHY FORM, TAGGED S BRANCH 546 POPULUS TRICHOCARPA BLACK COTTONWOOD 19 GOOD 15 547 ROBINIA PSUEDOACACIA BLACK LOCUST 5 GOOD 4 548 ROBINIA PSUEDOACACIA BLACK LOCUST 7+4+7 GOOD 7 549 ROBINIA PSUEDOACACIA BLACK LOCUST 4 GOOD 3 550 ROBINIA PSUEDOACACIA BLACK LOCUST 12 FAIR 8 551 ROBINIA PSUEDOACACIA BLACK LOCUST 9 + 8 FAIR 8 552 ROBINIA PSUEDOACACIA BLACK LOCUST 4 + 4 GOOD 9 SUCKER TO FORM LEAD STEMS 553 ROBINIA PSUEDOACACIA BLACK LOCUST 4 GOOD 2 SUCKER TO FORM LEAD STEMS TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES 554 ROBINIA PSUEDOACACIA BLACK LOCUST 7 DEAD 1 SNAG 555 ROBINIA PSUEDOACACIA BLACK LOCUST 10 + 8 FAIR 7 CODOMINANT STEM 556 ROBINIA PSUEDOACACIA BLACK LOCUST 4 FAIR 15 557 ROBINIA PSUEDOACACIA BLACK LOCUST 8 FAIR 4 558 ROBINIA PSUEDOACACIA BLACK LOCUST 7 FAIR 4 559 ROBINIA PSUEDOACACIA BLACK LOCUST 8 FAIR 5 560 ROBINIA PSUEDOACACIA BLACK LOCUST 6 POOR 2 561 ROBINIA PSUEDOACACIA BLACK LOCUST 14 FAIR 7 562 ROBINIA PSUEDOACACIA BLACK LOCUST 12 POOR 7 563 ROBINIA PSUEDOACACIA BLACK LOCUST 10 POOR 4 CODOMINANAT STEM, SOIL HEAVE 564 ROBINIA PSUEDOACACIA BLACK LOCUST 5 POOR 2 STANDING GREEN SNAG 565 ROBINLA PSUEDOACACIA BLACK LOCUST 6 POOR 2 FAILING 566 ROBINIA PSUEDOACACIA BLACK LOCUST 8 POOR 2 FAILING 567 ROBINIA PSUEDOACACIA BLACK LOCUST 8 POOR 3 SNAGGED FROM FAILURE 568 ROBINIA PSUEDOACACIA BLACK LOCUST 4 DEAD 1 SNAG 569 ROBINIA PSUEDOACACIA BLACK LOCUST 7+6+6+5 FAIR 10 FOUR STEM CLUSTER 570 ROBINIA PSUEDOACACIA BLACK LOCUST 12 GOOD 10 571 ROBINIA PSUEDOACACIA BLACK LOCUST 5 GOOD 6 572 ROBINIA PSUEDOACACIA BLACK LOCUST 6 + 6 POOR 3 LEANING SLOW GROW 573 ROBINIA PSUEDOACACIA BLACK LOCUST 8+8+6 FAIR 9 THREE STEMS 574 ROBINIA PSUEDOACACIA BLACK LOCUST 6 POOR 2 DAMAGED BY FAILURE 575 ROBINIA PSUEDOACACIA BLACK LOCUST 12 + 6 GOOD 10 576 ROBINIA PSUEDOACACIA BLACK LOCUST 8 FAIR 6 577 ROBINIA PSUEDOACACIA BLACK LOCUST 10 GOOD 6 578 ROBINIA PSUEDOACACIA BLACK LOCUST 8 GOOD 4 579 ROBINIA PSUEDOACACIA BLACK LOCUST 8+6+6+4+4 GOOD 10 580 POPULUS TRICHOCARPA BLACK COTTONWOOD 10 GOOD 10 NO TAG DUE TO DIFFICULT ACCESS 581 POPULUS TRICHOCARPA BLACK COTTONWOOD 21 GOOD 15 NO TAG DUE TO DIFFICULT ACCESS, DAMAGE TO MAJOR SCAFFOLDS 582 ROBINIA PSUEDOACACIA BLACK LOCUST 18+18+17+8 GOOD 17 OPEN GROWN, GOOD FORM 583 ROBINIA PSUEDOACACIA BLACK LOCUST 9+8+8+6 GOOD 10 584 POPULUS TRICHOCARPA BLACK COTTONWOOD 14 GOOD 11 NO TAG, 30 FEET NE OF 583 B 601 THUJA PLICATA WESTERN RED CEDAR 5 DEAD 3 NEAR ENTRY GATE BEETLE HOLES 602 THUJA PLICATA WESTERN RED CEDAR 6 POOR 3 TOPPED, NEARLY DEAD 603 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 8 GOOD 5 BELOW WIRES, WILL NEED TO BE CUT 604 THUJA PLICATA WESTERN RED CEDAR 5 POOR 4 BELOW WIRES, WILL NEED TO BE CUT 605 THUJA PUCATA WESTERN RED CEDAR 5 POOR 4 BELOW WIRES, WILL NEED TO BE CUT 606 THUJA PLICATA WESTERN RED CEDAR 4 FAIR 4 607 ??? 7 + 6 GOOD 10 ORNAMENTAL LANDSCAPE TREE 608 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 24 GOOD 12 609 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 11 + 6 GOOD 10 610 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 15 FAIR 13 DAMAGED LEAD 611 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10+10+7+4 FAIR 8 SOCKET FAILURE 612 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 16 FAIR 10 LEAD FAILURE 613 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5 GOOD 7 BUSHY FORM, TAGGED S BRANCH 614 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 11 GOOD 10 615 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 12+4+4 FAIR 8 GENERAL NOTES 1. CONDITION GOOD: NO APPARENT PROBLEM FAIR: MINOR PROBLEMS POOR: MAJOR PROBLEMS, LOW POTENTIAL TO REGAIN DEAD: NO POTENTIAL TO REGAIN VIGOR UUP8.1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1' i A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division �F [j4 R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY r. . rf EXISTING LTREE_1/4SCHEpyLE SHEET 1 PROJECT NUMBER 11-00839-2000 SHE. OF: DRAMNMG NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPLINE RADIUS NOTES 616 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 7 FAIR 8 617 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8 + 8 GOOD 12 618 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 12 + 10 FAIR 8 WEST EDGE 619 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 13 GOOD 15 620 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 19 GOOD 15 621 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 GOOD 10 MECHANICAL DAMAGE 622 PRUNUS LAUROCERASUS CHERRY LAUREL 12 + 8 GOOD 6 ON SLOPE 623 PRUNUS LAUROCERASUS CHERRY LAUREL 10 + 6 GOOD 6 TAG ON LIMB TO WEST 624 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 6 625 PRUNUS LAUROCERASUS CHERRY LAUREL 5 GOOD 5 TAG ON CURB 626 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 5 TAG ON CURB 627 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 5 TAG ON CURB 628 PRUNUS LAUROCERASUS CHERRY LAUREL 5 GOOD 5 TAG ON CURB 629 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 5 TAG ON CURB 630 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 12 + 9 GOOD 4 631 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 28+7+7+6 GOOD 8 MULTIPLE STEM 632 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 9 GOOD 6 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 633 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 + 4 FAIR 6 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 634 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6+6+5 GOOD 7 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 635 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 12 + 9 FAIR 8 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 636 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8 DEAD 4 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE HAZARD TREE 637 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 FAIR 3 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 638 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 FAIR 7 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 639 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 FAIR 3 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 640 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 4 POOR 1 POOR CARE. INCLUDED WIRES FROM STAKING, BURIED FLARE 641 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8 + 7 FAIR 6 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 642 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10+7+7 FAIR 8 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 643 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 + 10 POOR 8 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE, CODOMINANT FAILURE, HAZARD TREE 644 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8 + 4 FAIR 5 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 645 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 12 POOR 2 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 646 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 13 FAIR 9 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 647 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5 + 4 GOOD 8 WEST EDGE 648 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 GOOD 7 WEST EDGE 649 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5 + 5 GOOD 6 WEST EDGE 650 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 GOOD 6 WEST EDGE 651 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 GOOD 7 WEST EDGE 652 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 GOOD 2 WEST EDGE TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPLINE RADIUS NOTES C 653 POPULUS TRICHOCARPA BLACK COTTONWOOD 19 GOOD 12 WEST EDGE 654 ACER MACROPHYLLUM BIGLEAF MAPLE 11+11+10 GOOD 12 655 ARBUTUS MENZIESII PACIFIC MADRONA 12 GOOD 7 656 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 6 POOR 4 657 POPULUS TRICHOCARPA BLACK COTTONWOOD 20 FAIR 15 ON SLOPE 658 POPULUS TRICHOCARPA BLACK COTTONWOOD 28 GOOD 16 TAG ON LIMB TO WEST 659 ACER MACROPHYLLUM BIGLEAF MAPLE 28+24 GOOD 20 660 ACER MACROPHYLLUM BIGLEAF MAPLE 14+13 POOR 15 661 ALNUS RUBRA RED ALDER 12 GOOD 12 662 ROBINIA PSUEDOACACIA BLACK LOCUST 15+14 GOOD 10 663 ACER MACROPHYLLUM BIGLEAF MAPLE 13+13+12 GOOD 12 TAG ON UMB TO WEST 664 ACER MACROPHYLLUM BIGLEAF MAPLE 5 + 5 FAIR 3 665 ACER MACROPHYLLUM BIGLEAF MAPLE 5+5+4 GOOD 8 666 ROBINIA PSUEDOACACIA BLACK LOCUST 6 GOOD 10 WET AREA 667 ALNUS RUBRA RED ALDER 10 FAIR 7 BASAL WOUND 668 POPULUS TRICHOCARPA BLACK COTTONWOOD 12 FAIR 7 669 ALNUS RUBRA RED ALDER 6 + 4 FAIR 4 670 ROBINIA PSUEDOACACIA BLACK LOCUST 15+14+9+8+6 FAIR 12 EAST OF 661 IN DENSE BLACK BERRY 671 ACER MACROPHYLLUM BIGLEAF MAPLE 13+12 GOOD 9 WEST OF 648 672 ALNUS RUBRA RED ALDER 12 GOOD 10 WEST OF 650 673 ALNUS RUBRA RED ALDER 5 DEAD 6 WEST OF 651 674 ALNUS RUBRA RED ALDER 6+5+5 FAIR 6 WEST OF 652 675 ALNUS RUBRA RED ALDER 13 POOR 5 TAG ON DETACHED BRANCH 676 ACER MACROPHYLLUM BIGLEAF MAPLE 14 FAIR 7 IVY COVERED 677 POPULUS TRICHOCARPA BLACK COTTONWOOD 15 FAIR 10 IVY COVERED WEST OF 676 678 ACER MACROPHYLLUM BIGLEAF MAPLE 8 POOR 6 IW COVERED 679 ACER MACROPHYLLUM BIGLEAF MAPLE 9 + 4 FAIR 8 680 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 11 681 ACER MACROPHYLLUM BIGLEAF MAPLE 8+7+7 GOOD 10 682 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 7 683 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 3 684 ACER MACROPHYLLUM BIGLEAF MAPLE 10 POOR 6 685 ROBINIA PSUEDOACACIA BLACK LOCUST 12 GOOD 12 D 701 POPULUS TRICHOCARPA BLACK COTTONWOOD 15 GOOD 7 702 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 4 703 ARBUTUS MENZIESII PACIFIC MADRONA 5 GOOD 5 704 ACER MACROPHYLLUM BIGLEAF MAPLE 6 + 5 GOOD 6 705 ACER MACROPHYLLUM BIGLEAF MAPLE 7 + 4 GOOD 6 706 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 7 707 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 5 708 ACER MACROPHYLLUM BIGLEAF MAPLE 18+8+5 FAIR 12 709 ACER MACROPHYLLUM BIGLEAF MAPLE 14+13+13+13+12+ 11+11+8+7 GOOD 20 710 ACER MACROPHYLLUM BIGLEAF MAPLE 7+5+4 FAIR 6 711 ALNUS RUBRA RED ALDER 6 POOR 4 712 CORNUS NUTTALLII PACIFIC DOGWOOD 4 GOOD 4 713 CORNUS NUTTAWI PACIFIC DOGWOOD 4 GOOD 4 714 ACER MACROPHYLLUM BIGLEAF MAPLE 9 FAIR 5 715 ACER MACROPHYLLUM BIGLEAF MAPLE 16 GOOD 10 716 ACER MACROPHYLLUM BIGLEAF MAPLE 14+12 GOOD 10 717 ACER MACROPHYLLUM BIGLEAF MAPLE 24 FAIR 8 POOR STRUCTURE, INCLUDED BARK CODOMINANT GENERAL NOTES 1. CONDITION GOOD: NO APPARENT PROBLEM FAIR: MINOR PROBLEMS POOR: MAJOR PROBLEMS, LOW POTENTIAL TO REGAIN DEAD: NO POTENTIAL TO REGAIN VIGOR UUP8.2 DESIGNED DRAWN IINEF VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0�1* A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division llu[Ij}{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY CO, . DEVLLC:.. EXISTING TREE SCHEDULE SHEET 2 PROJECT HUMBER: 11-00839-2000 ()RARING HUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 8 gi 5 8 Q s g8 S 3 E 2 8 .X TREE II SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION . DRIPUNE RADIUS NOTES 718 ACER MACROPHYLLUM BIGLEAF MAPLE 6 DEAD 1 SNAG WITH IVY 719 ACER MACROPHYLLUM BIGLEAF MAPLE 17 GOOD 10 720 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 7 721 CORNUS NUTTAWI PACIFIC DOGWOOD 24+17+16+12+9+ 7 GOOD 25 EDGE BUFFER 722 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 9 723 ACER MACROPHYLLUM BIGLEAF MAPLE 30+25+12+10 GOOD 20 INTERNAL HOLLOW, MATURE, WILDLIFE USE 724 ACER MACROPHYLLUM BIGLEAF MAPLE 24 GOOD 12 725 POPULUS TRICHOCARPA BLACK COTTONWOOD 5 GOOD 5 726 THUJA PLICATA WESTERN RED CEDAR 5 GOOD 5 727 THUJA PLICATA WESTERN RED CEDAR 7+4 GOOD 6 728 ACER MACROPHYLLUM BIGLEAF MAPLE 6 DEAD 4 729 ACER MACROPHYLLUM BIGLEAF MAPLE 21 DEAD 1 SNAG 730 ALNUS RUBRA RED ALDER 14 GOOD 1 SNAG 731 ALNUS RUBRA RED ALDER 6 GOOD 6 732 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 5 733 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 5 734 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 6 STUMP SPROUT, DECAY AT BASE 735 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 9 736 ACER MACROPHYLLUM BIGLEAF MAPLE 11 GOOD 9 737 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 10 738 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 5 739 POPULUS TRICHOCARPA BLACK COTTONWOOD 7 GOOD 8 740 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 3 741 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 4 UP SLOPE IN CLUSTER OF SMALL TREES 742 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 2 743 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 10 744 ARBUTUS MENZIESII PACIFIC MADRONA 9 GOOD 6 OFF BALANCE 745 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 7 746 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 3 747 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 2 748 ACER MACROPHYLLUM BIGLEAF MAPLE 25+19+18+10 GOOD 15 INTERNAL DECAY, BUFFER 749 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 8 750 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 4 751 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 4 SNAG 752 ACER MACROPHYLLUM BIGLEAF MAPLE 8 POOR 6 753 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 3 SNAG 754 ACER MACROPHYLLUM BIGLEAF MAPLE 5 DEAD 1 SNAG 755 ACER MACROPHYLLUM BIGLEAF MAPLE 6 DEAD 1 SNAG 756 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 3 757 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 4 758 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 4 759 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 4 760 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 4 761 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 7 762 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 2 763 ACER MACROPHYLLUM BIGLEAF MAPLE 22+17 GOOD 15 764 ACER MACROPHYLLUM BIGLEAF MAPLE 12+8+8+8+7+7+6 +6 GOOD 20 765 PRUNUS EMARGINATTA BITTER CHERRY 7 FAIR 6 SNAG 766 PRUNUS EMARGINATTA BITTER CHERRY 5 DEAD 1 SNAG 767 POPULUS TRICHOCARPA BLACK COTTONWOOD 8 GOOD 8 768 POPULUS TRICHOCARPA BLACK COTTONWOOD 24 GOOD 20 769 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 5 770 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 4 771 POPULUS TRICHOCARPA BLACK COTTONWOOD 25 GOOD 10 SNAG 772 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 8 TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES 773 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 7 774 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 7 775 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 6 776 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 7 777 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 7 778 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 7 779 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 9 780 ALNUS RUBRA RED ALDER 11 FAIR 5 781 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAR 3 782 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 3 783 ACER MACROPHYLLUM BIGLEAF MAPLE 7 FAIR 6 784 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 4 785 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 7 786 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 9 787 ACER MACROPHYLLUM BIGLEAF MAPLE 23 GOOD 11 788 ACER MACROPHYLLUM BIGLEAF MAPLE 57 POOR 5 789 TSUGA HETEROPHYLLA WESTERN HEMLOCK 13 FAIR 9 STUMP SPROUT, DECAY AT BASE 790 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 3 791 POPULUS TRICHOCARPA BLACK COTTONWOOD 4 GOOD 4 792 ALNUS RUBRA RED ALDER 12 POOR 4 793 ACER MACROPHYLLUM BIGLEAF MAPLE 6 FAIR 4 794 ACER MACROPHYLLUM BIGLEAF MAPLE 11+4 GOOD 7 795 ACER MACROPHYLLUM BIGLEAF MAPLE 7 FAIR 4 801 POPULUS TRICHOCARPA BLACK COTTONWOOD 4 GOOD 4 UP SLOPE IN CLUSTER OF SMALL TREES 802 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 4 803 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 6 804 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 4 805 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 4 806 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 4 807 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 6 808 POPULUS TRICHOCARPA BLACK COTTONWOOD 18 GOOD 12 809 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 6 810 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 4 811 ALNUS RUBRA RED ALDER 7 DEAD 1 SNAG 812 ALNUS RUBRA RED ALDER 10 GOOD 6 813 ALNUS RUBRA RED ALDER 7 DEAD 1 SNAG 814 ALNUS RUBRA RED ALDER 12 GOOD 10 815 ALNUS RUBRA RED ALDER 9 GOOD 7 816 POPULUS TRICHOCARPA BLACK COTTONWOOD 24 GOOD 12 817 ALNUS RUBRA RED ALDER 7 POOR 1 818 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 8 819 ACER MACROPHYLLUM BIGLEAF MAPLE 11 GOOD 8 820 ACER MACROPHYLLUM BIGLEAF MAPLE 6 POOR 2 821 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 8 822 ALNUS RUBRA RED ALDER 4 FAIR 4 823 ACER MACROPHYLLUM BIGLEAF MAPLE 7 POOR 3 824 ALNUS RUBRA RED ALDER 7 POOR 3 825 ALNUS RUBRA RED ALDER 14 GOOD 10 SNAG 826 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 6 827 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 5 828 ACER MACROPHYLLUM BIGLEAF MAPLE 10 FAIR 9 829 ACER MACROPHYLLUM BIGLEAF MAPLE 8 POOR 4 830 ACER MACROPHYLLUM BIGLEAF MAPLE 13 FAIR 6 831 ALNUS RUBRA RED ALDER 6 POOR 2 SNAG 832 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 5 GENERAL NOTES 1. CONDITION GOOD: NO APPARENT PROBLEM FAIR: MINOR PROBLEMS POOR: MAJOR PROBLEMS, LOW POTENTIAL TO REGAIN DEAD: NO POTENTIAL TO REGAIN VIGOR UUP8.3 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0-1" A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division RTVJIII IE [K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY .00.. I_ EXISTING TEE SCHEDULE SHEET 3 PROJECT MASTER 11-00839-2000 SR. OF: OftWANG NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPLINE RADIUS NOTES 833 POPULUS TRICHOCARPA BLACK COTTONWOOD 16 DEAD 10 SNAG 834 ACER MACROPHYLLUM BIGLEAF MAPLE 7 DEAD 6 SNAG 835 ALNUS RUBRA RED ALDER 8 GOOD 1 WEST OF 836 - ORANGE FLAG ON S11CK 836 ALNUS RUBRA RED ALDER 8 GOOD 1 837 POPULUS TRICHOCARPA BLACK COTTONWOOD 18 DEAD 12 SNAG 838 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 6 839 POPULUS TRICHOCARPA BLACK COTTONWOOD 10 GOOD 1 840 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 6 CLUSTER 841 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 7 NOT ON SLOPE, DO NOT COUNT 842 POPULUS TRICHOCARPA BLACK COTTONWOOD 24 GOOD 12 MULTIPLE STEM 843 SALIX SCOULERIANA SCOULERS WILLOW 4+3 GOOD 6 844 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 13 GOOD 7 DISEASED 845 ALNUS RUBRA RED ALDER 8 DEAD 1 CODOMINANT STEM 846 POPULUS TRICHOCARPA BLACK COTTONWOOD 10 GOOD 8 CODOMINANT STEM 847 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 7 DECAY, CODOMINANT STEM 848 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 7 TOP DAMAGE, CODOMINANT STEM 849 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 5 CODOMINANT STEM 850 ACER MACROPHYLLUM BIGLEAF MAPLE 7 FAIR 7 851 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 4 MULTIPLE STEM 852 ALNUS RUBRA RED ALDER 5 DEAD 1 TWO STEMS 853 ALNUS RUBRA RED ALDER 9 DEAD 1 CLUSTER 854 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 8 855 ACER MACROPHYLLUM BIGLEAF MAPLE 10 FAIR 8 SLOW GROW 856 ALNUS RUBRA RED ALDER 6 DEAD 1 CLUSTER 857 ALNUS RUBRA RED ALDER 6 DEAD 1 858 ACER MACROPHYLLUM BIGLEAF MAPLE 12 FAIR 10 S # 924 859 POPULUS TRICHOCARPA BLACK COTTONWOOD 21 GOOD 11 860 ACER MACROPHYLLUM BIGLEAF MAPLE 14 GOOD 10 861 ACER MACROPHYLLUM BIGLEAF MAPLE 5 POOR 4 SPROUT ON STUMP 862 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 7 SE PROP BH `T', FLAG AT BASE 863 ALNUS RUBRA RED ALDER 6 DEAD 1 NO TAG, LOCATE ON SURVEY 864 PRUNUS EMARGINATTA BITTER CHERRY 5 DEAD 1 NO TAG, LOCATE ON SURVEY 865 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 10 NO TAG, LOCATE ON SURVEY 866 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 3 NO TAG, LOCATE ON SURVEY 867 POPULUS TRICHOCARPA BLACK COTTONWOOD 23 GOOD 12 868 POPULUS TRICHOCARPA BLACK COTTONWOOD 16 GOOD 15 WOUND AT BASE 869 ACER MACROPHYLLUM BIGLEAF MAPLE 5 POOR 5 870 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 5 DISEASED 871 POPULUS TRICHOCARPA BLACK COTTONWOOD 23 FAIR 10 TOP DAMAGED 872 ACER MACROPHYLLUM BIGLEAF MAPLE 12 GOOD 10 873 ALNUS RUBRA RED ALDER 8 POOR 2 SWEEP 874 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 8 875 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 6 876 ALNUS RUBRA RED ALDER 7 DEAD 1 ORANGE FLAG TO EAST ON BLACK BERRY 877 POPULUS TRICHOCARPA BLACK COTTONWOOD 27 POOR 15 POOR STUCTURE 878 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 6 CANOPY DIEBACK 879 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 8 SWEEP 880 ACER MACROPHYLLUM BIGLEAF MAPLE 6 DEAD 3 SNAG 881 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 5 SWEEP 882 POPULUS TRICHOCARPA BLACK COTTONWOOD 21 GOOD 16 SEAM 883 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 5 CLUSTER 884 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 4 CLUSTER 885 ALNUS RUBRA RED ALDER 5 DEAD 1 CLUSTER 886 POPULUS TRICHOCARPA BLACK COTTONWOOD 11 DEAD 1 887 ACER MACROPHYLLUM BIGLEAF MAPLE 5 POOR 3 888 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 4 TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES 889 ALNUS RUBRA RED ALDER 10 POOR 5 SW #859 - ORANGE FLAG TO NE 901 ACER MACROPHYLLUM BIGLEAF MAPLE 13 POOR 5 902 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 7 GOOD 4 903 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 6 GOOD 3 904 ALNUS RUBRA RED ALDER 8 GOOD 6 S i) 903, ORANGE FLAG TO N 905 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 12 GOOD 6 906 ACER MACROPHYLLUM BIGLEAF MAPLE 13 GOOD 8 907 ACER MACROPHYLLUM BIGLEAF MAPLE 12+11+7 GOOD 12 CLUSTER 908 POPULUS TRICHOCARPA BLACK COTTONWOOD 5 GOOD 3 NOT ON SLOPE, DO NOT COUNT 909 SAUX SCOULERIANA SCOULERS WILLOW 4+4 GOOD 4 MULTIPLE STEM 910 ARBUTUS MENZIESII PACIFIC MADRONA 10 GOOD 5 911 SAUX SCOULERIANA SCOULERS WILLOW 5+4+4 POOR 5 DISEASED 912 ACER MACROPHYLLUM BIGLEAF MAPLE 6+7 GOOD 5 CODOMINANT STEM 913 ACER MACROPHYLLUM BIGLEAF MAPLE 4+5 FAIR 3 CODOMINANT STEM 914 ACER MACROPHYLLUM BIGLEAF MAPLE 10+10 FAIR 6 DECAY, CODOMINANT STEM 915 ACER MACROPHYLLUM BIGLEAF MAPLE 4+6 FAIR 6 TOP DAMAGE, CODOMINANT STEM 916 ACER MACROPHYLLUM BIGLEAF MAPLE 6+5 GOOD 5 CODOMINANT STEM 917 ARBUTUS MENZIESII PACIFIC MADRONA 9+4 GOOD 6 918 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 6 MULTIPLE STEM 919 ACER MACROPHYLLUM BIGLEAF MAPLE 10+9 FAIR 9 TWO STEMS 920 ACER MACROPHYLLUM BIGLEAF MAPLE 5+5+4 FAIR 4 CLUSTER 921 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 4 922 ACER MACROPHYLLUM BIGLEAF MAPLE 10+6 FAIR 5 SLOW GROW 923 SALIX SCOULERIANA SCOULERS WILLOW 5+4+4 GOOD 5 CLUSTER 924 ACER MACROPHYLLUM BIGLEAF MAPLE 14 GOOD 7 925 ACER MACROPHYLLUM BIGLEAF MAPLE 6+5+4 FAIR 10 S # 924 926 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 6 927 ACER MACROPHYLLUM BIGLEAF MAPLE 12 FAIR 5 928 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 3 NE #927 929 SALIX SCOULERIANA SCOULERS WILLOW 4+4 FAIR 6 SE PROP BH `T', FLAG AT BASE 930 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 6 NO TAG, LOCATE ON SURVEY 931 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 2 NO TAG, LOCATE ON SURVEY 932 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 5 NO TAG, LOCATE ON SURVEY 933 ACER MACROPHYLLUM BIGLEAF MAPLE 6+4 FAIR 5 NO TAG, LOCATE ON SURVEY 934 ACER MACROPHYLLUM BIGLEAF MAPLE 12 GOOD 5 935 ACER MACROPHYLLUM BIGLEAF MAPLE 16 FAIR 9 WOUND AT BASE 936 POPULUS TRICHOCARPA BLACK COTTONWOOD 28 GOOD 12 937 ACER MACROPHYLLUM BIGLEAF MAPLE 7 POOR 4 DISEASED 938 ACER MACROPHYLLUM BIGLEAF MAPLE 6 FAIR 5 TOP DAMAGED 939 ALNUS RUBRA RED ALDER 13 DEAD 1 940 ACER MACROPHYLLUM BIGLEAF MAPLE 11 GOOD 6 SWEEP 941 ACER MACROPHYLLUM BIGLEAF MAPLE 13 FAIR 6 942 ACER MACROPHYLLUM BIGLEAF MAPLE 12 FAIR 7 943 SALIX SCOULERIANA SCOULERS WILLOW 8 POOR 5 ORANGE FLAG TO EAST ON BLACK BERRY 944 ACER MACROPHYLLUM BIGLEAF MAPLE 26 FAIR 10 POOR STUCTURE 945 ACER MACROPHYLLUM BIGLEAF MAPLE 11 POOR 12 CANOPY DIEBACK 946 ALNUS RUBRA RED ALDER 13 FAIR 7 SWEEP 947 SALIX SCOULERIANA SCOULERS WILLOW 10 DEAD 1 SNAG 948 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 5 SWEEP 949 ACER MACROPHYLLUM BIGLEAF MAPLE 12 DEAD 7 SEAM 950 ALNUS RUBRA RED ALDER 8 POOR 2 CLUSTER 951 ALNUS RUBRA RED ALDER 7 DEAD 1 CLUSTER 952 ALNUS RUBRA RED ALDER 6 POOR 2 CLUSTER GENERAL NOTES 1. CONDITION GOOD: NO APPARENT PROBLEM FAIR: MINOR PROBLEMS POOR: MAJOR PROBLEMS, LOW POTENTIAL TO REGAIN DEAD: NO POTENTIAL TO REGAIN VIGOR UUP8.4 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI"CrDRAWING 0 �1" A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ll'T']1E[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY EXISTING TREE . SCHEDULE SHEET 4 PROJECT MIMBEIt 11-00839-2000 SHE. _ DP DRAWING NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPLINE RADIUS NOTES 953 ALNUS RUBRA RED ALDER 5 DEAD 1 954 ARBUTUS MENZIESII PACIFIC MADRONA 5 GOOD 4 955 ACER MACROPHYLLUM BIGLEAF MAPLE 11 FAIR 6 WOUND AT BASE 956 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 5 WOUND AT BASE 957 ACER MACROPHYLLUM BIGLEAF MAPLE 6 POOR 3 958 ACER MACROPHYLLUM BIGLEAF MAPLE 8 POOR 4 DISEASED 959 SAUX SCOULERIANA SCOULERS WILLOW 9 POOR 4 DECLINING 960 ACER MACROPHYLLUM BIGLEAF MAPLE 11 FAIR 7 WOUND AT BASE 961 ACER MACROPHYLLUM BIGLEAF MAPLE 10 FAIR 6 NO TAG, LOCATE ON SURVEY 962 ACER MACROPHYLLUM BIGLEAF MAPLE 6+6 FAIR 7 NO TAG, LOCATE ON SURVEY 963 ACER MACROPHYLLUM BIGLEAF MAPLE 6 FAIR 4 NO TAG, LOCATE ON SURVEY 964 ACER MACROPHYLLUM BIGLEAF MAPLE 7+6 GOOD 7 NO TAG, LOCATE ON SURVEY 965 ACER MACROPHYLLUM BIGLEAF MAPLE 8+7 FAIR 6 NO TAG, LOCATE ON SURVEY 966 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 6 967 ACER MACROPHYLLUM BIGLEAF MAPLE 6 POOR 1 968 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 6 969 ACER MACROPHYLLUM BIGLEAF MAPLE 8+6 POOR 7 970 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 7 971 ACER MACROPHYLLUM BIGLEAF MAPLE 13 POOR 9 MAJOR WOUND, DISEASE 972 ACER MACROPHYLLUM BIGLEAF MAPLE 12+11 FAIR 8 MAJOR WOUND, DISEASE 973 ACER MACROPHYLLUM BIGLEAF MAPLE 12+7+6 POOR 8 974 ACER MACROPHYLLUM BIGLEAF MAPLE 12+10 FAIR 8 CODOMINANT STEM, INCLUDED BARK 975 SAUX SCOULERIANA SCOULERS WILLOW 12+11 POOR 6 ORANGE FLAG, 95% DEAD 976 ACER MACROPHYLLUM BIGLEAF MAPLE 12 GOOD 9 977 ACER MACROPHYLLUM BIGLEAF MAPLE 8+7 FAIR 7 978 ACER MACROPHYLLUM BIGLEAF MAPLE 13 POOR 12 MAJOR WOUND, DISEASE 979 ACER MACROPHYLLUM BIGLEAF MAPLE 4+4 FAIR 6 MULTIPLE STEM 980 ARBUTUS MENZIESII PACIFIC MADRONA 9+8+4 GOOD 11 NO TAG, S #978 981 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 8 NO TAG, LOCATE ON SURVEY MULTIPLE STEM 982 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 8 NO TAG, S PROP BH "P" 354 ALNUS RUBRA RED ALDER 7 DEAD 0 N 353, NO TAG E ACER MACROPHYLLUM BIG LEAF MAPLE 7 GOOD 7 356 ACER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD 7 301 ACER MACROPHYLLUM BIG LEAF MAPLE 22+24+10 GOOD 17 302 POPULUS TRICHOCARPA BLACK POPLAR 26 GOOD 15 303 JUGLANDS NIGRA BLACK WALNUT 26 GOOD 20 304 ACER MACROPHYLLUM BIG LEAF MAPLE 12 FAIR 6 305 ACER MACROPHYLLUM BIG LEAF MAPLE 17 GOOD 13 306 ACER MACROPHYLLUM BIG LEAF MAPLE 17 POOR 7 307 ACER MACROPHYLLUM BIG LEAF MAPLE 12 GOOD 6 308 ACER MACROPHYLLUM BIG LEAF MAPLE 4 POOR 0 309 ACER MACROPHYLLUM BIG LEAF MAPLE 15+12+4 FAIR 7 310 MALUS SP. APPLE 4 GOOD 3 311 PSEUDOTSUGA MENZIESII DOUGLAS -FIR 4 GOOD 4 312 ACER MACROPHYLLUM BIG LEAF MAPLE 7 GOOD 6 313 ACER MACROPHYLLUM BIG LEAF MAPLE 5+4 GOOD 6 314 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 8 SW TREE 314, NO TAG 315 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 5 W TREE 310, NO TAG 316 ACER MACROPHYLLUM BIG LEAF MAPLE 25+4+5 FAIR 10 317 ACER MACROPHYLLUM BIG LEAF MAPLE 19+7 FAIR 10 318 ACER MACROPHYLLUM BIG LEAF MAPLE 14 POOR 2 319 ACER MACROPHYLLUM BIG LEAF MAPLE 12 FAIR 5 320 ACER MACROPHYLLUM BIG LEAF MAPLE 11+6+9 FAIR 8 321 ACER MACROPHYLLUM BIG LEAF MAPLE 12 POOR 7 322 ACER MACROPHYLLUM BIG LEAF MAPLE 5 FAIR 6 323 ACER MACROPHYLLUM BIG LEAF MAPLE 13 FAIR 10 TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES 324 ACER MACROPHYLLUM BIG LEAF MAPLE 22 GOOD 20 325 ACER MACROPHYLLUM BIG LEAF MAPLE 16 GOOD 9 326 ACER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD 8 327 ALNUS RUBRA RED ALDER 10 DEAD 0 328 POPULUS TRICHOCARPA BLACK POPLAR 12 GOOD 6 329 ALNUS RUBRA RED ALDER 8+9+4 FAIR 10 330 ALNUS RUBRA RED ALDER 8+6+6+5+5 GOOD 10 331 POPULUS TRICHOCARPA BLACK POPLAR 20 GOOD 11 332 POPULUS TRICHOCARPA BLACK POPLAR 9 DEAD 0 333 POPULUS TRICHOCARPA BLACK POPLAR 6+9 GOOD 10 334 POPULUS TRICHOCARPA BLACK POPLAR 21+10 GOOD 15 335 POPULUS TRICHOCARPA BLACK POPLAR 18 GOOD 10 336 POPULUS TRICHOCARPA BLACK POPLAR 12 GOOD 8 337 POPULUS TRICHOCARPA BLACK POPLAR 19 POOR 10 338 ALNUS RUBRA RED ALDER 7 FAIR 5 339 ALNUS RUBRA RED ALDER 4 POOR 3 340 ACER MACROPHYLLUM BIG LEAF MAPLE 11+5 GOOD 9 341 POPULUS TRICHOCARPA BLACK POPLAR 24 GOOD 20 342 POPULUS TRICHOCARPA BLACK POPLAR 18 GOOD 10 343 ALNUS RUBRA RED ALDER 5 FAIR 2 344 ALNUS RUBRA RED ALDER 6 FAIR 4 345 POPULUS TRICHOCARPA BLACK POPLAR 12 GOOD 8 346 POPULUS TRICHOCARPA BLACK POPLAR 13+11 GOOD 8 N 345, NO TAG, CO DOMINANT 347 POPULUS TRICHOCARPA BLACK POPLAR 13 FAIR 7 348 POPULUS TRICHOCARPA BLACK POPLAR 14 GOOD 7 349 PRUNUS EMARGINATTA BITTER CHERRY 7+4+10 GOOD 11 E 332, NO TAG 350 ALNUS RUBRA RED ALDER 10 DEAD 0 SNAG 351 ACER MACROPHYLLUM BIG LEAF MAPLE 12 GOOD 10 352 ACER MACROPHYLLUM BIG LEAF MAPLE 11+9 FAIR 11 353 SAUX SP. WILLOW 12+5 FAIR 8 354 ALNUS RUBRA RED ALDER 7 DEAD 0 N 353, NO TAG 355 ACER MACROPHYLLUM BIG LEAF MAPLE 7 GOOD 7 356 ACER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD 7 357 ACER MACROPHYLLUM BIG LEAF MAPLE 17 GOOD 9 358 ALNUS RUBRA RED ALDER 11 POOR 4 359 POPULUS TRICHOCARPA BLACK POPLAR 24+20 GOOD 17 360 ALNUS RUBRA RED ALDER 5 GOOD 6 361 ARBUTUS MENZIESII PACIFIC MADRONA 6 GOOD 4 362 ALNUS RUBRA RED ALDER 6 GOOD 6 363 ACER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD 12 364 ACER MACROPHYLLUM BIG LEAF MAPLE 5 POOR 3 365 ACER MACROPHYLLUM BIG LEAF MAPLE 8 GOOD 7 366 ALNUS RUBRA RED ALDER 10 DEAD 0 367 ACER MACROPHYLLUM BIG LEAF MAPLE 8 GOOD 9 368 POPULUS TRICHOCARPA BLACK POPLAR 11 DEAD 0 369 POPULUS TRICHOCARPA BLACK POPLAR 17 GOOD 10 370 ALNUS RUBRA RED ALDER 6 FAIR 2 371 ALNUS RUBRA RED ALDER 6 GOOD 3 372 POPULUS TRICHOCARPA BLACK POPLAR 13 FAIR 7 373 POPULUS TRICHOCARPA BLACK POPLAR 9 FAIR 4 374 POPULUS TRICHOCARPA BLACK POPLAR 18 GOOD 9 375 ACER MACROPHYLLUM BIG LEAF MAPLE 14+11+12 GOOD 16 376 ACER MACROPHYLLUM BIG LEAF MAPLE 11 FAIR 4 377 ACER MACROPHYLLUM BIG LEAF MAPLE 8 GOOD 8 378 ACER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD 7 379 ALNUS RUBRA RED ALDER 9 DEAD 0 380 ALNUS RUBRA RED ALDER 9 DEAD 0 381 ALNUS RUBRA RED ALDER 5 DEAD 0 GENERAL NOTES 1. CONDITION GOOD: NO APPARENT PROBLEM FAIR: MINOR PROBLEMS POOR: MAJOR PROBLEMS. LOW POTENTIAL TO REGAIN DEAD: NO POTENTIAL TO REGAIN VIGOR UUP8.5 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI -D. DRAWING 0 A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division h1TI1{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY EXISTING TREE SCHEDULE SHEET 5 PROJECT HUMBER: 11-00839-2000 SNr. OF: DRWANG NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION • I 8 g� 5 8 2 3 2 8 8 2 8 0 -a TREE # SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPLINE RADIUS NOTES A 20 40 13 11 84 B 382 ALNUS RUBRA RED ALDER 5 DEAD 0 17 383 ACER MACROPHYLLUM BIG LEAF MAPLE 4 FAIR 4 66 384 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 5 13 385 ACER MACROPHYLLUM 810 LEAF MAPLE 5 GOOD 5 53 386 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 5 387 ACER MACROPHYLLUM BIG LEAF MAPLE 7 GOOD 7 388 ALNUS RUBRA RED ALDER 5 FAIR 3 389 ALNUS RUBRA RED ALDER 6 FAIR 5 390 ALNUS RUBRA RED ALDER 9 FAIR 5 391 ALNUS RUBRA RED ALDER 9 FAIR 5 392 ALNUS RUBRA RED ALDER 8 POOR 4 393 ALNUS RUBRA RED ALDER 11 FAIR 6 394 ACER MACROPHYLLUM BIG LEAF MAPLE 7 FAIR 6 395 ALNUS RUBRA RED ALDER 8 FAIR 4 396 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 7 397 ALNUS RUBRA RED ALDER 10 FAIR 5 398 ALNUS RUBRA RED ALDER 14 POOR 3 399 ALNUS RUBRA RED ALDER 7+5+5 POOR 4 400 ALNUS RUBRA RED ALDER 9 POOR 5 686 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 6 687 ACER MACROPHYLLUM BIG LEAF MAPLE 7 GOOD 6 688 ACER MACROPHYLLUM BIG LEAF MAPLE 4 FAIR 4 689 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 5 690 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 5 691 ACER MACROPHYLLUM BIG LEAF MAPLE 8 FAIR 9 692 ALNUS RUBRA RED ALDER 8 GOOD 6 693 ALNUS RUBRA RED ALDER 16 GOOD 9 694 ACER MACROPHYLLUM BIG LEAF MAPLE 10+9 FAIR 6 695 ALNUS RUBRA RED ALDER 10 GOOD 4 696 ALNUS RUBRA RED ALDER 6 FAIR 3 697 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 5 698 ALNUS RUBRA RED ALDER 7 FAIR 3 699 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 700 ALNUS RUBRA RED ALDER 5 GOOD 5 890 ALNUS RUBRA RED ALDER 6 DEAD 0 891 ALNUS RUBRA RED ALDER 9 GOOD 5 892 ALNUS RUBRA RED ALDER 7 GOOD 3 893 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 5 894 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 6 895 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 896 ALNUS RUBRA RED ALDER 18 GOOD 10 897 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 8 898 ALNUS RUBRA RED ALDER 7 GOOD 4 899 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 900 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 584 ACER MACROPHYLLUM BIG LEAF MAPLE 5 DEAD 0 585 ACER MACROPHYLLUM BIG LEAF MAPLE 10+9+6+4 GOOD 12 586 ALNUS RUBRA RED ALDER 11 GOOD 7 587 ALNUS RUBRA RED ALDER 9 GOOD 5 588 ACER MACROPHYLLUM BIG LEAF MAPLE 4 POOR 6 589 ACER MACROPHYLLUM BIG LEAF MAPLE 16 GOOD 12 590 POPULUS TRICHOCARPA BLACK POPLAR 23 GOOD 15 591 ACER MACROPHYLLUM BIG LEAF MAPLE 19+16+15 GOOD 20 592 ACER MACROPHYLLUM BIG LEAF MAPLE 15 GOOD 8 593 ACER MACROPHYLLUM BIG LEAF MAPLE 20+8 GOOD 15 594 ACER MACROPHYLLUM BIG LEAF MAPLE 16+17+13+8+10 GOOD 20 595 ACER MACROPHYLLUM BIG LEAF MAPLE 6 FAIR 5 596 ACER MACROPHYLLUM BIG LEAF MAPLE 12 GOOD 7 597 ACER MACROPHYLLUM BIG LEAF MAPLE 6 FAIR 5 QUALITY OF TREES TREE ZONE GOOD FAIR POOR DEAD TOTAL A 20 40 13 11 84 B 28 16 6 2 52 C 17 10 5 1 33 D 142 66 31 27 266 E 80 35 13 12 140 TOTAL 287 167 68 53 575 GENERAL NOTES 1. CONDITION GOOD: NO APPARENT PROBLEM FAIR: MINOR PROBLEMS POOR: MAJOR PROBLEMS, LOW POTENTIAL TO REGAIN DEAD: NO POTENTIAL TO REGAIN VIGOR UUP8.6 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0 " A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP.() REVISION DESCRIPTION 1W King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 981541004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY EXISTING TREE SCHEDULE SHEET 6 -- r PROJECT NUMBER: 11-00839-2000 WT. OF. DRAWNG NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION J 0 W cn a .909 ci • c •O N F 3 J O O O N 0 0 0 • - 1Dsto - r•` 1 ��•lj #646; r r 464 644 j641rI {' IMM MATCH LINE DWG UUP9.3 PLAN SITE PLAN SCALE: 1" = 30' • GENERAL NOTES PRELIMINARY TREE TABLE TYPE NUMBER Retained 92* Removed** 417 Replaced per Tree ordinance 1,160 *Tree survey does not appear to have included every tree onsite, so this number may be larger. **Does not include trees within the existing transfer station footprint KEY MAP 30 0 30 60 1 =30 —0 ' — Scale Feet UUP9.1 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 _44 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY. 1 TREE REMOVAL- PLAN SHEET01 PROJECT NUIBFR: 11-00839-2000 SHL OF: 13 ~NG NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION _ • _ • -<• - - _ •"‘ 18' x3 _- - • ••••••. 1 0 \;‘,. 4646 , •#64 -#6 / I . - ' '• . • • ••., • 2-_ • , ; ••• I i \ 0 1 ,.r r'l 0 CI __----- / \ 1 ••••,.,„ / 171 f i 1721- • , •/4726172• • /•\ r 7/371-27 _4644 164 164 • . • -- , ,„ .F.. ••• • • - . '• • / 4 / / 42, •.• • /17,430,7 „ • „/ 114 , //„/ 45 175 .„- /#75' 757 / 175 7 ,54,,60 ,63#' 61 -; - .1 I „/ • / 550056 #1.62 11 ,18). 7,1§1 „ • - • .F -- • •-"/” /•' - - • _ . • • •I••• • = )9" i.14lAD T)a- -sr - -1843 1290:811 ''/'76694 ,; . • -182- 4,„ . - '766'1765 • 0787., - 2 "18T0:/ 1948 1-,r/fh 1,784:004-7:c85, 790',8/,,%,;;,i1/ = • • - • DCO•rif -*/ - 17724773„„ 84. Oci#70../! _ -P821778 ' ' • PLAN 32” • & 18"M - 7,-1:17.94, SITE PLAN SCALE: 1 = 30l 11.11k. P-4 30 KEY MAP 0 1 =30 -0 — Scale 30 60 Feet UUP9.2 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 1" UNCLASSIFIED USE PERMIT REV DATE CH K. 0 APP) REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESA Adolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY TREE REMOVAL PLAN SHEET; t 2 • PROJECT NUMBER: 11-00839-2000 sHr. OF: 13 DRAWING NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 0 0 \ \ ‘'cb MATCH LINE DWG UUP9.1 ‘1', \, \: ',,.. --'1, „.----- • . : , .0-, "' .---1.„, - _.,,-,;.?.,--.."-z.-„,-..., ":. - ;•:,,,.,,J N •', • \ 51 - ...... 1••• 0MIN ' I 572 1r41,578-,, '‘--1-571375-76' S • \ \ ' Cp : ,.... ci ,,, ---.1.s0-.." ..,.-- .-.., c*A;7:--, _., z 631 -*-- '— t3x c At I 2 `,. -14 . ' - 9-- • ---• • -•• , • • \ '•-• , - --. - --_, . ',... — ;.,--;•.'7:-"."`-‘,--,_,-__•,_,.;,:, .S.',." • - • ' - ,-,• - „ . . _ tit ...111/M:111 „ • -.Z. • . - • • •-• • • .• • • • • • . • ••• • „--; PLAN SITE PLAN SCALE: 1- = 30' • _ - • •.. • - ", MATCH LINE DWG UUP9.4 • KEY MAP 30 0 30 60 1 =30 -0 G Scale Feet UUP9.3 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI ..0" DRAWING 0 1" UNCLASSIFIED USE PERMIT REV DATE CHICO APP.D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESA Adolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY TREE REMOVAL PLAN SHEq3 - PROJECT NUMBER: 11-00839-2000 SHT. OF: 13 ~NG NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION E m 0 N N 0 0 .Z 0 MATCH UNE DWGUUP9.3 SO E 1. 6' HIGH TEMPORARY CWVNUNK FENCE SHALL BE PLACED AT DRIPUNE OF TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION: FOR ROOTS OVER 1' IN °MMETER DAMAGED DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING. AND COVERED WITH SOIL AS SOON AS POSSIBLE. 3. WORK WTTHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS. VEHICULAR TRAFFIC. OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE UNIT OF THE FENCING. TREE PROTECTION DETAIL NOT TO SCALE PLAN SITE PLAN SCALE: 1" = 30' GENERAL NOTES 1. TREES TO BE PROTECTED SHALL BE IDENTIFIED ONSITE BY PROJECT BIOLOGIST, PROJECT ARBORIST, OR PROJECT LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 2. TREE PROTECTION MEASURES SHALL BE IN PLACE AND FUNCTIONING TO THE SATISFACTION OF PROJECT BIOLOGIST, PROJECT ARBORIST, OR LANDSCAPE ARCHITECT, PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES. 3. NO WORK SHALL OCCUR WITHIN THE DRIPINE OF TREES IDENTIFIED TO BE PROTECTED. 4. FOR TREES PROTECTED IN GROUPS, TREE PROTECTION MEASURES CAN BE EXTENDED TO INCLUDE THE PERIMETER OF ALL DRIPLINES WITHIN THAT GROUP OF TREES TO BE PROTECTED AS SUCH. KEY MAP 30 0 30 60 1 =30 —0 Gl Scale Feet UUP9.4 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0� 1' UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206)789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY TREE REMOVAL'PLAN•J. L•�_�.....ti .i SHEET 4 PROJECT NUMBER 11_00839_2000 SHT. OF: 13 DRAWING NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION TREE / SCNNOFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDIRON DRIPUNE RADIUS NOTES REPLACMENT NUABER 573 ROBINIA PSUEDOACACIA BLACK LOCUST 8+8+6 FAIR 9 THREE STEMS 3 A ROBIN° PSIJEDOACACIA BLACK LOCUST 6 POOR 2 DAMAGED BY FAWIRE 1 501 ACER MACROPHYLWM BIGLEAF MAPLE 24+10+10+12+8 FAIR 15 MULTIPLE STEM 13 502 ACER MACROPHYLLUM BIGLEAF MAPLE 30+24 FAIR 20 MULTIPLE STEM 13 503 ANUS RUBRA RED ALDER 8 FAIR 3 CLUSTER 1 504 ALNUS RUBRA RED ALDER 6 FAIR 3 CLUSTER 1 505 ALNUS RUBRA RED ALDER 5 FAIR 3 CLUSTER 1 506 ALNUS RUBRA RED ALDER 6 FAIR 3 CLUSTER 1 507 ALNUS RUBRA RED ALDER 8 FAIR 3 CLUSTER 1 508 ALNUS RUBRA RED ALDER 10 FAIR 3 CLUSTER 2 509 ALNUS RUBRA RED ALDER 8 FAIR 6 CLUSTER 1 510 ALNUS RUBRA RED ALDER 8 FAIR 4 CLUSTER 1 511 ALNUS RUBRA RED ALDER 6 FAIR 4 CLUSTER 1 512 ANUS RUBRA RED AIDER 6 POOR 4 CLUSTER 1 513 ALNUS RUBRA RED ALDER 8 FAIR 4 CLUSTER 1 514 ALNUS RUBRA RED ALDER 7 FAIR 4 CLUSTER 1 515 ACER MACROPHYUUM EIGLEAF MAPLE 18+14+10+10 FAIR 20 MULTIPLE STEM 14 516 ALNUS RUBRA RED ALDER 6 FAIR 4 CODOMINANT STEM 1 517 POPULUS TRICHOCARPA BUCK COTTONWOOD 20+20+18+7+7 DEAD 5 CLUSTER. TWO SNAGS 0 518 POPULUS TRICHOCARPA BLACK COTTONWOOD 20+13 POOR 12 CODOMINANT STEM. BASAL DAMAGE, ARMILLARIA 10 519 ACER MACROPHYLWM BKiEAF MAPLE 22+20 POOR 12 STEM FAILURE, BASAL DECAY 12 520 ACER MACROPHYLWM BIGLEAF MAPLE 15+12+10+8 FAIR 13 CLUSTER 9 521 ACER MACROPHYLLUM BIGLEAF MAPLE 18 FAIR 6 ENGLISH IVY COVERED 4 522 ACER MACROPHYU.UM BIGLEAF MAPLE 7 POOR 2 GOOD 1 523 ACER MACROPHYLLW BIGLEAF MAPLE 9 FAIR 6 FAIR 2 524 ACER MACROPHYLLUM BIGLEAF MAPLE 5 DEAD 3 SNAG 0 525 ACER MACROPHYLLUM BIGLEAF MAPLE 14+12 DEAD 3 STUMP SPROUTS 0 526 POPULUS TRICHOCARPA BLACK COTTONWOOD 21+17 DEAD 10 SMALL TOPPED SNAG 0 527 ACER MACROPHYLLUM BIGLEAF MAPLE 12 FAIR 8 G000 2 528 ACER MACROPHYLLUM BIGLEAF MAPLE 5 DEAD 2 SNAG 0 529 ACER MACROPHYLLUM BIGLEAF MAPLE 14+12 FAIR 10 FAIR 6 530 VOID LEYLAND 6TI1 617 X CUPPRESSOCYPARIS LEYLAND° LEYLAND CYPRESS DROPPED TAG 0 531 ACER MACROPHYLLUM BIGLEAF MAPLE 10 FAIR 7 12 + 10 2 532 ACER MACROPAYLLUM BIGLEAF MAPLE 16+9+8 FAIR 10 13 7 533 ACER MACROPHYILUM BIGLEAF MAPLE 9+6+4 FAIR 8 19 4 534 ACER MACROPHYLLUM BIGLEAF MAPLE 10 DEAD 5 SNAG 0 535 ACER MACROPHYLLUM BICLEAF MAPLE 14+12 DEAD 8 SNAG 0 536 AL/1115 RUBRA RED ALDER 22 FAIR 6 10 + 6 6 537 ALNUS RUBRA RED AIDER 10 DEAD 9 HOLLOW 0 538 ALNUS RUBRA RED ALDER 14 FAIR 12 5 4 539 ACER MACROPHYLLUM BIGLEAF MAPLE 26 FAIR 14 6 8 5404 POPUUJS TRICHOCARPA BLACK COTTONWOOD 20 GOOD 15 ADJACENT WITH 5408 6 5408 POPULUS TRICHOCARPA BLACK COTTONWOOD 18 FAIR 15 NO TAG, ADJACENT WITH 5404 4 541 POPULUS TRICHOCARPA BLACK COTTONWOOD 27 DEAD 17 SNAG 0 542 POPULUS TRICHOCARPA BLACK COTTONWOOD 36 FAIR 15 12 + 9 8 543 POPULUS TRICHOCARPA BLACK COTTONWOOD 6 FAIR 7 28+7+7+6 1 544 POPULUS TRICHOCARPA BLACK COTTONWOOD 22 GOOD 17 9 6 545 POPULUS TRICHOCARPA BLACK COTTONWOOD 19 GOOD 15 10 + 4 6 546 POPULUS TRICHOCARPA BLACK COTTONWOOD 19 GOOD 15 6+6+5 6 547 ROBING PSIJEDOACACL BLACK LOCUST 5 GOOD 4 12 + 9 1 548 ROBIN° PSUEDOACACIA BLACK LOCUST 7+4+7 GOOD 7 8 3 549 ROBING PSUEDOACACIA BLACK LOCUST 4 GOOD 3 6 1 550 ROBINIA PSUEDOACACA BLACK LOCUST 12 FAIR 8 10 2 551 ROBINIA PSIEDOACACL BLACK LOCUST 9 + 6 FAIR 8 6 2 552 ROBING PSUEDOACACI BLACK LOCUST 4 + 4 GOOD 9 SUCKER TO FORM LEAD STEMS 2 553 RG8INw PSl1ED0.eCACa BLACK LOCUST4 641 GOOD 2 SUCKER TO FORM LEAD STEMS 1 554 ROBIN° PSUEDOACACIA BLACK LOCUST 7 DEAD 1 SNAG 0 555 ROBMI PSUEDOACACIA BLACK LOCUST 10 + 8 FAIR 7 CODOMINANT STEM 3 556 ROBININ PSIEDO C CIA BLACK LOCUST 4 FAIR 15 1 557 ROBINIA PSUEDOACACI BLACK LOCUST 8 FAIR 4 1 558 ROBINIA PSLEDOACACIA BLACK LOCUST 7 FAIR 4 1 559 ROBINIA PSIEDOACACI BLACK LOCUST 8 FAIR 5 1 560 ROBINIA PSIEDOACACIA BLACK LOCUST 6 POOR 2 1 561 ROBINIA PSLJEDOACACI BLACK LOCUST 14 FAIR 7 4 562 ROBING PSUEDOACACIA BLACK LOCUST 12 POOR 7 2 563 ROBING PSIEDOACACT BLACK LOCUST 10 POOR 4 CODOMINMUT STEM. SOIL HEAVE 2 564 ROBINIA PSUEDOACACL BLACK LOCUST 5 POOR 2 STANDING GREEN SNAG 1 565 ROBINIA PSUEDOACACI BLACK LOCUST 6 POOR 2 FAILING 1 566 ROBINL PSUEDOACACL BLACK LOCUST 8 POOR 2 FAIUNG 1 567 ROBINR PSUEDOACACIA BLACK LOCUST 8 POOR 3 SNAGGED FROM FAIWRE 1 568 ROBINL PSUEDOACACIA BLACK LOCUST 4 DEAD 1 SNAG 0 569 ROMA PSJEDOACACL BLACK LOCUST 7+6+6+5 FAIR 10 FOUR STEM CLUSTER 4 570 ROBING PSIEDOACACI BLACK LOCUST 12 GOOD 10 2 571 ROA PSUEDOACACIA, BIN LOCUST 5 GOOD 6 1 572 ROBING PSUEDOACACL BLACK LOCUST 6 + 6 POOR 3 LEANING SLOW GROW 2 573 ROBINA PSUEDOACACI BLACK LOCUST 8+8+6 FAIR 9 THREE STEMS 3 TREE j SCIENTIFIC NAME COMMON WANE DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES REPLACMENT NUMBER 573 ROBINIA PSUEDOACACIA BLACK LOCUST 8+8+6 FAIR 9 THREE STEMS 3 574 ROBIN° PSIJEDOACACIA BLACK LOCUST 6 POOR 2 DAMAGED BY FAWIRE 1 575 ROBING PSUEDOACACIA BLACK LOCUST 12 + 6 GOOD 10 3 576 ROBINIA PSUEDOACACIA BLACK LOCUST 8 FAIR 6 1 577 ROBINIA PSUEDOACACIA BLACK LOCUST 10 0000 6 2 578 RONNIA PSUEDOACACIA BLACK LOCUST 8 GOOD 4 1 579 ROBINIA PSUEDOACACIA BLACK LOCUST 8+6+6+4+4 GOOD 10 5 580 POPULUS TRICHOCARPA BLACK COTTONWOOD 10 GOOD 10 NO TAG DUE TO DIFFICULT ACCESS 2 581 POPULUS TRIXIOCARPA BLACK COTTONWOOD 21 G000 15 NO TAG DUE TO DIFFICULT ACCESS, DAMAGE TO MAJOR SCAFFOLDS 6 582 ROBINIA PSUEDOACACIA BLACK LOCUST 18+18+17+8 GOOD 17 OPEN GROWN, GOOD FORM 19 583 ROBINLA PSUEDOACACIA BLACK LOCUST 9+8+8+6 GOOD 10 5 584 POPULUS TRICHOCARPA BLACK COTTONWOOD 14 GOOD 11 NO TAG, 30 FEET NE OF 583 4 261 B 601 THUG PLICATA WESTERN RED CEDAR 5 DEAD 3 NEAR ENTRY GATE BEETLE HOLES 0 602 THELIA PLICATA WESTERN RED CEDAR 6 POOR 3 TOPPED, PEARLY DEAD 1 603 PSUEUDOTSUGA MENZIESII DOUGLAS—FIR 8 GOOD 5 BELOW WIRES. WILL NEED TO BE CUT 1 604 THUJA PUCATA 5 POOR 4 BELOW WIRES, WALL NEED TO BE CUT 1 WESTERN RED CEDAR 605 THUJA PUCATA 5 POOR 4 BELOW WIRES, WILL NEED TO BE CUT 1 WESTERN RED CEDAR 606 THUJA PLICATA WESTERN RED CEDAR 4 FAIR 4 1 607 777 7 + 6 GOOD 10 ORNAMENTAL LANDSCAPE TREE 2 608 X CUPPRESSOCYPARTS LEYLAND! LEYLAND CYPRESS 24 GOOD 12 6 609 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 11 + 6 GOOD 10 3 610 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 15 FAIR 13 DAMAGED LEAD 4 611 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10+10+7+4 FAIR 8 SOCKET FAILURE 6 612 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 16 FAIR 10 LEAD FAIWRE 4 613 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5 GOOD 7 BUSHY FORM, TAGGED S BRANCH 1 614 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 11 G000 10 2 615 X CUPPRESSOCYPARIS LEYLAND! LEYLAND CYPRESS 12+4+4 FAIR 8 4 616 X CUPPRESSOCYPARIS LEYLANDII 7 FAIR 8 1 LEYLAND 6TI1 617 X CUPPRESSOCYPARIS LEYLAND° LEYLAND CYPRESS 8 + 8 GOOD 12 2 618 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 12 + 10 FAIR 8 4 619 X CUPPRESSOCYPARIS LEYLAND° LEYLAND CYPRESS 13 GOOD 15 4 620 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 19 GOOD 15 6 621 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 GOOD 10 MECHANICAL DAMAGE 2 622 PRUNUS LAUROCERASUS CHERRY LAUREL 12 + 8 GOOD 6 3 623 PRUNUS LAUROCERASUS CHERRY LAUREL 10 + 6 GOOD 6 3 624 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 6 1 625 PRUNUS LAJROCERASUS CHERRY LAUREL 5 GOOD 5 TAG ON CURB 1 626 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 5 TAG ON CURB 1 627 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 5 TAG ON CURB 1 628 PRUNUS LAUROCERASUS CHERRY LAUREL 5 GOOD 5 TAG ON CURB 1 629 PRUNUS LAUROCERASUS CHERRY LAUREL 6 GOOD 5 TAG ON CURB I 630 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 12 + 9 GOOD 4 3 631 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 28+7+7+6 GOOD B MULTIPLE STEM 11 632 X CUPPRESSOCYPARIS LEYLAND° LEYLAND CYPRESS 9 GOOD 6 POOR CARE, INCLUDED WRES FROM STAKING, BURIED FLARE 2 633 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 + 4 FAIR 6 POOR CARE, INCLUDED WIRES FROM STRONG, BURIED RARE 3 634 X CUPPRESSOCYPARIS LEYLAND° LEYLAND CYPRESS 6+6+5 GOOD 7 POOR CARE, INCLUDED WRES FROM STAKING, BURIED FLARE 3 635 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 12 + 9 FAIR 8 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 3 636 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8 DEAD 4 POOR CARE, INCLUDED WRES FROM STAKING, BURIED FLARE HAZARD TREE 0 637 X CUPPRESSOCYPARIS LEYLAND° LEYLAND CYPRESS 6 FAIR 3 POOR CARE, INCLUDED WRES FROM STRONG, BURIED FLARE 1 638 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 FAIR 7 POOR CARE. INCLUDED CORES FROM STRONG, BURIED FLARE 2 639 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 FAR 3 POOR CARE, INCLUDED WRES FROM STRONG, BURIED FLARE 1 640 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 4 POOR 1 POOR CARE, INCLUDED WIRES FROM STRONG, BURIED RARE 1 641 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8 + 7 FAIR 6 POOR CARE, INCLUDED WRES FROM STAKING, BURIED RARE 2 642 X CUPPRESSOCYPARIS LEYLAND! LEYLAND CYPRESS 10+7+7 FAIR 8 POOR CARE, INCLUDED WRES FROM STRONG, BURIED FLARE 4 643 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 10 + 10 POOR 8 POOR CARE, INCLUDED WRES STAKING,FROM BURIED FLARE, CODOMINANT MWRE. HAZARD TREE 4 UUP9.5 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI D DRAWING 0 1' UNCLASSIFIED USE PERMIT REV DATE CHKD APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACIUTY TREE REMOVAL SCHEDULE SHEET 1 PROJECT NUMIBER, 11-00839-2000 SHY. l)F: 13 DRWWNG NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION I 3 Q a 5 TREE i SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES REPLACMENT NUMBER 643 X CUPPRESSOCYPARD LEYLANDII LEYLAND CYPRESS 10 + 10 POOR 8 POOR CARE, INCWDED WIRES FROM SWING, BURIED FLARE. CODOMINANT FAWRE. HAZARD TREE 4 644 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 8 + 4 FAR 5 POOR CARE, INCLUDED WIRES FROM STAKING, BURIED FLARE 2 645 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 12 POOR 2 POOR CARE, INCWDED WIRES FROM STAKING, BURIED FLARE 2 646 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 13 FAR 9 POOR CARE, INCLUDED WIRES FROM SWING, BURIED FLARE 2 647 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 5 + 4 GOOD 8 WEST EDGE 2 648 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 GOOD 7 WEST EDGE 1 649 X CUPPRESSOCYPARIS LEYLANDA LEYLAND CYPRESS 5 + 5 GOOD 6 WEST EDGE 2 650 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 GOOD 6 WEST EDGE 1 651 X CUPPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 6 GOOD 7 WEST EDGE 1 652 X CUPPRESSOCYPARIS LEYLAND(' LEYLAND CYPRESS 6 GOOD 2 WEST EDGE 1 731 ALNUS RUBRA RED ALDER 6 0000 6 122 C ACER MACROPHYLLUM BIGLEAF MAPLE5 GOOD 5 1 733 ACER MACROPHYLLIJM BIGLEAF MAPLE 5 GOOD 5 0 653 POPULUS IRICHOCARPA BLACK COTTONWOOD 19 GOOD 12 WEST EDGE 6 654 ACER MACROPHYLLUM BIGLEAF MAPLE 11+11+10 GOOD 12 6 655 ARBUTUS MENZIES6 PACIFIC MADRONA 12 GOOD 7 2 656 PSUEUDOTSUGA MENZIESI DOUGLAS -FIR 6 POOR 4 1 657 POPUUJS TRICHOCARPA BLACK COTTONWOOD 20 FAR 15 ON SLOPE 6 658 POPULUS 1RKYNOCARPA BUCK COTTONWOOD 28 GOOD 16 TAG ON LAB TO WEST 8 659 ACER MACROPHYLLUM BIGLEAF MAPLE 28+24 GOOD 20 16 660 ACER MACROPHYLLUM BIGLEAF MAPLE 14+13 POOR 15 8 661 ANUS RUBRA RED AIDER 12 GOOD 12 2 662 ROBINA PSUEOMCACN BLACK LOCUST 15+14 GOOD 10 8 663 ACER MACROPHYLLUM BIGLEAF MAPLE 13+13+12 GOOD 12 TAG ON UMB TO WEST 10 664 ACER MACROPHYLLUM BIGLEAF MAPLE 5 + 5 FAR 3 2 665 ACER MACROPHYLLUM BICLEAF MAPLE 5+5+4 GOOD 8 3 666 ROBINLA PSUEDOACACIA BLACK LOCUST 6 - GOOD 10 WET AREA 1 667 ANUS RUBRA RED ALDER 10 FAR 7 BASAL WOUND 2 668 POPUWS TRIC HO HRPA BLACK COTTONWOOD 12 FAR 7 2 669 ANUS RUBRA RED ALDER 6 + 4 FAR 4 2 670 ROBINIA PSUEDOACACLA BLACK LOCUST 15+14+9+8+6 FAR 12 EAST OF 661 IN DENSE BLACK BERRY 12 671 ACER MACROPHYLLUM BIGLEAF MAPLE 13+12 GOOD 9 WEST OF 648 6 672 ANUS RUBRA RED ALDER 12 GOOD 10 WEST OF 650 2 673 ANUS RUBRA RED ALDER 5 DEAD 6 WEST OF 651 0 674 ANUS RUBRA RED ALDER 6+5+5 FAR 6 WEST OF 652 3 675 ANUS RUBRA RED ALDER 13 POOR 5 TAG ON DETACHED BRANCH 4 676 ACER MACROPHYLLUM BIGLEAF MAPLE 14 FAR 7 M' COVERED 4 677 POPULUS TRICHOCARPA BLACK COTTONWOOD 15 FAR 10 NY COVERED WEST OF 676 4 678 ACER MACROPHYLLUM BMAPLE PLE 8 POOR 6 MY COVERED 1 679 ACER MACROPHYLLUM RIGH FAF MAPLE 9 + 4 FAR 8 3 680 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 11 2 681 ACER MACROPHYLLUM BIGLEAF MAPLE 8+7+7 GOOD 10 3 682 ACER MACROPHYLLUM BIGLEAF MAPLE B GOOD 7 1 683 ACER MACROPHYLLUM BICLEAF MAPLE 4 GOOD 3 1 684 ACER MACROPHYLLUM BIGLEAF MAPLE 10 POOR 6 2 685 ROBINIA PSUEDOACACLA BLACK LOCUST 12 GOOD 12 SNAG 2 767 POPULUS TRICHOCARPA BLACK COTTONWOOD 8 GOOD 8 135 D POPUWS TRICHOCARPA BLACK COTTONWOOD 24 GOOD 20 0 769 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 5 0 701 POPULUS TRICHOCARPA BLACK COTTONWOOD 15 GOOD 7 0 702 ACER MACROPHYLLUN BIGLEAF MAPLE4 25 GOOD 4 0 703 ARBUTUS MENLESI PACIFIC MADRONA 5 GOOD 5 0 704 ACER MKCROPIMLUM BU2LAF MAPLE 6 + 5 GOOD 6 0 705 ACER MACRON/ILIUM BIGLEAF MAPLE 7 + 4 GOOD 6 0 706 ACER MACROPHYLLUM BICLEAF MAPLE 7 GOOD 7 0 707 ACER MACROPHYLLUM BIGLEAF MAPLE4 B GOOD 5 0 708 ACER MACROPHYLLUM BIGLEAF MAPLE 18+8+5 FAIR 12 0 709 ACER MACROPHYLLUM BIGLEAF MAPLE 14+13+13+13+12+ 11+11+8+7 GOOD 20 0 710 ACER MACROPHYLLUM BICLEAF MAPLE 7+5+4 FAR 6 0 711 ANUS RUBRA RED ALDER 6 POOR 4 0 712 CORNUS NRTALLB PACIFIC DOGWOOD 4 GOOD 4 0 713 CORNUS NLURALLJI PACIFIC DOGWOOD 4 GOOD 4 0 714 ACER MACROPHYWAI B1GLEAF MAPLE 9 FAIR 5 0 715 AGER MACROPHYLLUM BICLEAF MAPLE 16 GOOD 10 0 716 ACER MACROPHYLLUM BIGLEAF MAPLE 14+12 GOOD 10 0 717 ACER MACROPHYLLUM BIGLEAF MAPLE 24 FAR 8 POOR STRUCTURE, INCLUDED BARK CODOMINANT 0 718 ACER MACROPHYLLUM BIGLEAF MAPLE 6 DEAD 1 SNAG WITH M' 0 719 ACER MACROPHYLLUM BIGLEAF MAPLE 17 GOOD 10 0 720 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 7 STUMP SPROUT, DECAY AT BASE 0 TREE / sawn NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES REPLAGAIENT NUMBER 721 CORNUS NUETALUI PACIFIC DOGWOOD 24+17+16+12+9+ 7 GOOD 25 EDGE BUFFER 0 722 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 9 0 723 ACER MACROPHYLLUM BIGLEAF MAPLE 30+25+12+10 GOOD 20 INTERNAL HOLLOW, MATURE. WILDLIFE USE 0 724 ACER MAGROPHYLLUM BIGLEAF MAPLE 24 GOOD 12 0 725 POPULUS TRICHOCARPA BUCK COTTONWOOD 5 GOOD 5 0 726 THUJA PLICATA WESTERN RED CEDAR 5 GOOD 5 0 727 THUJA PLICATA WESTERN RED CEDAR 7+4 GOOD 6 0 728 ACER MACROPHYLLUM BIGLEAF MAPLE6 DEAD 4 0 729 ACER MACROPHYLLUM BIGLEAF MAPLE 21 DEAD 1 SNAG 0 730 ALNUS RUBRA RED ALDER 14 GOOD 1 SNAG 0 731 ALNUS RUBRA RED ALDER 6 0000 6 1 732 ACER MACROPHYLLUM BIGLEAF MAPLE5 GOOD 5 1 733 ACER MACROPHYLLIJM BIGLEAF MAPLE 5 GOOD 5 0 734 ACER MACROP SILLM BIGLEAF MAPLE 6 GOOD 6 1 735 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 9 2 736 ACER MACROPHYWJM BIGLEAF MAPLE 11 GOOD 9 2 737 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 10 2 738 ACER MACROPHYLLUM BIGLEAF MAPLE4 GOOD 5 1 739 POPUWS TRICHOCARPA BLACK COTTONWOOD 7 GOOD 6 1 740 ACER MACROPHYLLUM BIGLEAF MAPLE5 GOOD 3 1 741 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 4 0 742 ACER MACROPHYWJM BIGLEAF MAPLE 4 6000 2 0 743 ACER MACROPHYLLIIM BIGLEAF MAPLE 5 GOOD 10 1 744 ARBUTUS MENZIESII PACIFIC MADRONA 9 GOOD 6 OFF BALANCE 2 745 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 7 1 748 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 3 1 747 ACER MACROPFDIU M BIGLEAF MAPLE 4 GOOD 2 1 748 ACER MACRON -WWII' BIGLEAF MAPLE 25+19+18+10 GOOD 15 INTERNAL DECAY, BUFFER 0 749 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 8 2 750 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 4 1 751 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 4 1 752 ACER MACROPHYUUM BIGLEAF MAPLE 8 POOR 6 1 753 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAR 3 1 754 ACER MACROPHYLLUM BICLEAF MAPLE 5 DEAD 1 SNAG 0 755 ACER MACROPHYLLUM BIGLEAF MAPLE 6 DEAD 1 SNAG 0 756 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAR 3 0 757 ACFR MACROPIMLUM BIGLEAF MAPLE 5 FAR 4 0 758 AMR MACROPHYLJLM BIGLEAF MAPLE 5 FAR4 0 759 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAR 4 0 760 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAR 4 0 761 ACER MACROPHYLLUM BIGLEAF MAPLE B GOOD 7 0 762 ACER MACROPHYWJM BIGLEAF MAPLE 4 FAR 2 0 763 ACER MACROPHYLLUM BIGLEAF MAPLE 22+17 G000 15 0 764 ACER MACROPHYLLUM BIGLEAF MAPLE 12+8+8+8+7+7+6 +6 GOOD 20 0 765 PRUNUS EMARGINATTA BITTER CHERRY 7 FAR 6 0 766 PRUNUS EMARGINATTA BITTER CHERRY 5 DEAD 1 SNAG 0 767 POPULUS TRICHOCARPA BLACK COTTONWOOD 8 GOOD 8 0 768 POPUWS TRICHOCARPA BLACK COTTONWOOD 24 GOOD 20 0 769 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 5 0 770 ACER MACROPHRWUM BIGLEAF MAPLE 5 GOOD 4 0 771 POPUWS TRICHOCARPA BLACK COTTONWOOD 25 GOOD 10 0 772 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 0 0 773 ACER MACROPIMLUM BIGLEAF MAPLE 6 GOOD 7 0 774 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 7 0 775 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 6 1 776 ACER MACROPHYLLUM BIGLEAF MAPLE B GOOD 7 1 777 ACER MACROPHYLUM BIGLEAF MAPLE 8 GOOD 7 1 778 ACER MACROPHYLLUM BIGLEAF MAPLE B GOOD 7 0 779 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 9 0 780 ALNUS RUBRA RED ALDER 11 FAIR 5 2 781 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAIR 3 0 782 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAR 3 0 783 ACER MACROPHYLLUM BIGLEAF MAPLE 7 FAIR 6 1 784 ACER MAC ROPHI LUM BIGLEAF MAPLE 4 FAR 4 1 785 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 7 1 786 ACER YACROPHYLLUM BIGLEAF MAPLE 8 GOOD 9 0 787 ACER MACROPHYLLUM BIGLEAF MAPLE 23 GOOD 11 0 7B8 ACER MACROPHYLLUM BIGLEAF MAPLE 57 POOR 5 0 789 TSUGA HETEROPHYLLA 13 FAIR 9 STUMP SPROUT, DECAY AT BASE 0 WESTERN HEMLOCK 790 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAR 3 0 791 POPULUS TRICHOCARPA BLACK COTTONWOOD 4 GOOD 4 0 792 ALNUS RUBRA RED ALDER 12 POOR 4 0 793 ACER MACROPHYLLUM BIGLEAF MAPLE 6 FAR 4 0 794 ACER MACROPHYLLUM BIGLEAF MAPLE 11+4 GOOD 7 0 795 ACER MACROPHYWJM BIGLEAF MAPLE 7 FAIR 4 0 UUP9.6 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0� 1" UNCLASSIFIED USE PERMIT REV DATE CHICO APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 —41111 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY TREE REMOVAL 1SECHEDUtE L. 7 SHEET 2 PROJECT NU6E2 11-00839-2000 SHE. OF: 13 ORALWNG NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION TREE I SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DWPUNE RADIUS NOTES REMANENT NUMBER 801 POPULUS TRICHOCARPA BLACK COTTONWOOD 4 GOOD 4 UP SLOPE IN CLUSTER OF SMALL TREES 1 802 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 4 1 803 ACER MACROPNYLLUU BIGLEAF MAPLE 10 GOOD 6 2 804 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 4 1 805 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 4 1 806 ACER MACROPHYLLUM BIGIEAF MAPLE 6 G000 4 1 807 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 6 1 808 POPUWS TRICHOCARPA BLACK COTTONWOOD 18 GOOD 12 4 809 ACER MACROPHYLLUU BIGLEAF MAPLE 10 GOOD 6 2 810 ACER MACROPHYLLUM BIGLEAF MAPLE B FAIR 4 1 811 ALNUS RUBRA RED ALDER 7 DEAD 1 SNAG 0 812 ALNUS RUBRA RED ALDER 10 GOOD 6 2 813 ALNUS RUBRA RED ALDER 7 DEAD 1 SNAG 0 814 ALNUS RUBRA RED ALDER 12 GOOD 10 2 815 ALNUS RUBRA RED ALDER 9 GOOD 7 S 1903. ORANGE FLAG TO N 2 816 POPULUS TRICHOCARPA BLACK COTTONW000 24 GOOD 12 6 817 ALNUS RUBRA RED ALDER 7 POOR 1 1 818 ACER MACROPHYILUM BIGLEAF MAPLE 10 GOOD 8 CLUSTER 2 819 ACER MACROPHYLLUM BIGLEAF MAPLE 11 GOOD 8 NOT ON SLOPE, CO NOT COUNT 2 820 ACER W CROPHYLLUM BBTLEAF MAPLE 6 POOR 2 MULTIPLE STEM 1 821 ACER MACROPHYLLUM BICIIAF MAPLE 8 GOOD 8 1 822 ALNUS RUBRA RED ALDER 4 FAIR 4 DISEASED 1 823 ACER MACROPHYLLUM BIGLEAF MAPLE 7 POOR 3 CODOMINANT STEM 1 824 ANUS RUBRA RED ALDER 7 POOR 3 CODOMINANT STEM 1 825 ALNUS RUBRA RED ALDER 14 GOOD 10 SNAG 4 826 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 6 TOP DAMAGE. CODOMINANT STEM 1 827 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 5 CODOMINANT STEM 1 828 ACER MACROPHYLLUM BIGLEAF MAPLE 10 FAIR 9 2 829 ACER MACROPHYLLUM BIGLEAF MAPLE 8 POOR 4 MULTIPLE STEM 1 830 ACER MACROPHYILUM BIGLEAF MAPLE 13 FAIR 6 IWO STEMS 4 831 ALNUS RUBRA RED AIDER 6 POOR 2 SNAG 1 832 ACER MACROPHYLLUM BIGLEAF MAPLE 8 FAIR 5 1 833 POPUWS TRICHOCARPA BLACK COTTONWOOD 16 DEAD 10 SNAG 0 834 ACER MACROPHYLLUM BIGLEAF MAPLE 7 DEAD 6 SNAG 0 835 ALNUS RUBRA RED ALDER 8 GOOD 1 WEST OF 836 - ORANGE FLAG ON STICK 1 836 ALNUS RUBRA RED ALDER 8 GOOD 1 S / 924 1 837 POPULUS TRICHOCARPA BLACK COTTONWOOD 18 DEAD 12 SNAG 0 838 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 6 2 839 POPULUS TRICHOCARPA BLACK CO1TONW000 10 GOOD 1 NE 1927 2 840 ACER MACROPHYLLUM BK2EAF MAPLE 6 GOOD 6 SE PROP 81-1 7, FLAG AT BASE 1 841 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 7 NO TAG, LOCATE ON SURVEY 1 842 POPULUS TRICHOCARPA BLACK COTTONWOOD 24 GOOD 12 NO TAG, LOCATE ON SURVEY 6 843 SAUX SCOULERIANA SCOULERS WILLOW 4+3 GOOD 6 NO TAG, LOCATE ON SURVEY 2 844 PSUEUDOTSUGA MENZIESII DOUGLAS -ER 13 GOOD 7 NO TAG, LOCATE ON SURVEY 4 845 ALNUS RUBRA RED ALDER 8 DEAD 1 0 846 POPULUS TRICHOCARPA BLACK COTTONWOOD 10 GOOD 8 WOUND AT BASE 2 847 ACER MACROPHYLLUM BIGLEAFMAPLE 6 GOOD 7 1 848 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 7 DISEASED 1 849 ACER MACROPHYLLUM BIGLEAF MAPLE 4 GOOD 5 TOP DAMAGED 1 850 ACER MACROPHYLLUM BIGLEAF MAPLE 7 FAIR 7 1 851 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 4 SWEEP 1 852 ALNUS RUBRA RED ALDER 5 DEAD 1 0 853 ANUS RUBRA RED AIDER 9 DEAD 1 0 854 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 8 ORANGE FLAG TO EAST ON BLACK BERRY 2 855 ACER MACROPHYLLUM BIGLEAF MAPLE 10 FAIR 8 POOR STUCTURE 2 856 ALNUS RUBRA RED ALDER 6 DEAD 1 CANOPY DOCK 0 857 ALNUS RUBRA RED ALDER 6 DEAD 1 SWEEP 0 858 ACER MAiiOPHYLLUM BIGLEAF MAPLE 12 FAIR 10 SNAG 2 859 POPULUS TRCHOCARPA BLACK COT1ONWOCO 21 GOOD 11 SWEEP 6 860 ACER LLACROPHYLLUM BIGLEAF MAPLE 14 GOOD 10 SEAM 4 861 ACER MACROPHYUDM BIGLEAF MAPLE 5 POOR 4 SPROUT ON STUMP 1 862 AGER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 7 CUSTER 2 863 ALNUS RUBRA RED ALDER 6 DEAD 1 CLUSTER 0 864 PRUNUS EMARGINATTA BRIER CHERRY 5 DEAD 1 0 865 ACER MACROPHYU UM BIGLEAF AMPLE 8 GOOD 10 1 866 ACER MACROPHYLLUMMAPLE BIGLEAF 5 FAIR 3 WOUND AT BASE 1 867 POPULUS TRICHOCARPA BLACK COTTONWOOD 23 6000 12 WOUND AT BASE 6 868 POPUWS TRKX4OCARPA BLACK COTTONWOOD 16 GOOD 15 4 869 ACER MACROPHYUUM BIGLEAF MAPLE 5 POOR 5 DISEASED 1 870 ACER MAROPM{YLWM MAPLE PLE 5 FAIR 5 DECLINING 1 871 POPUWS TRICHOCARPA BLACK COTTONWOOD 23 FAIR 10 WOUND AT BASE 6 872 ACER MACROPHYLLUM BIGLEAF MAPLE 12 GOOD 10 NO TAG, LOCATE ON SURVEY 2 873 ALNUS RUBRA RED ALDER 8 POOR 2 NO TAG. LOCATE ON SURVEY 1 874 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 8 NO TAG, LOCATE ON SURVEY 2 875 ACER MACROPHYLLUM BIGLEAF MAPLE 6 GOOD 6 NO TAG, LOCATE ON SURVEY 1 876 ALNUS RUBRA RED ALDER 7 DEAD 1 NO TAG, LOCATE ON SURVEY 0 877 POPUWS TRICHOCARPA BLACK COTTONWOOD 27 POOR 15 8 878 ACER MACROPHYLLUM &CLEAT MAPLE 8 FAIR 6 1 TREE j SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES REPIACIAENT NUMBER 879 ACER MACROPHYLLUM BIGLEAF MAPLE 8 GOOD 8 1 880 ACER MACROPHYUN BIGIEAF MAPLE 6 DEAD 3 0 881 ACER MACROPHriWM BIGLEAF MAPLE 7 GOOD 5 1 882 POPULUS TRCHOCARPA BLACK COTTONWOOD 21 GOOD 16 6 883 ACER MACROPHYLLUM BIGLEAF MAPLE 5 GOOD 5 1 884 ACER MACROPHYLIUM BIGIEAF MAPLE 4 GOOD 4 1 885 ALNUS RUBRA RED ALDER 5 DEAD 1 0 886 POPUWS TRICHOCARPA BLACK COTTONWOOD 11 DEAD 1 0 887 ACER MACROPHri1UM BIGLEAF MAPLE 5 POOR 3 1 888 ACER MACROPHYLLUM BIGLEAF MAPLE 5 FAIR 4 1 889 ALNUS RUBRA RED ALDER 10 POOR 5 SW 1859 - ORANGE FLAG TO NE 2 901 ACER MACROPHYLLUM BIGLEAF MAPLE 13 POOR 5 4 902 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 7 GOOD 4 1 903 PSUEUDOTSUGA MENZIESII DOUGLAS -FIR 6 GOOD 3 1 904 ANUS RUBRA RED ALDER 8 GOOD 6 S 1903. ORANGE FLAG TO N 1 905 PSUEUDOTSUGA MENZIESII caucus-FlR 12 GOOD 6 2 906 ACER MACROPHYLLUM BIGLEAF MAPLE 13 GOOD 8 4 907 ACER MACROPHYLLUM BIQEW MAPLE 12+11+7 GOOD 12 CLUSTER 5 908 POPUWS TRCHOCARPA BLACK COTTONWOOD 5 GOOD 3 NOT ON SLOPE, CO NOT COUNT 1 909 SAUX SCOULERIANA SCOULERS WILLOW 4+4 GOOD 4 MULTIPLE STEM 2 910 ARBUTUS MENZIESII PACIFIC MADRONA 10 GOOD 5 2 911 SAUX SCOULERIANA SCOULERS WILLOW 5+4+4 POOR 5 DISEASED 3 912 ACER MACROPHYLLUM BIGLEAF MAPLE 6+7 GOOD 5 CODOMINANT STEM 2 913 ACER MACROPHYLLMA BIGLEAF MAPLE 4+5 FAIR 3 CODOMINANT STEM 2 914 ACER MACROPHri1UM BIGLEAF MAPLE 10+10 FAIR 6 DECAY, CODOMINANT STEM 4 915 ACER MACROPIIYLLUU BIGLEAF MAPLE 4+6 FAIR 6 TOP DAMAGE. CODOMINANT STEM 2 916 ACER MACROPHYILUM BIGLEAF MAPLE 6+5 GOOD 5 CODOMINANT STEM 2 917 ARBUTUS MENZIESII PACIFIC MADRONA 9+4 GOOD 6 3 918 ACER MACROPHYLLUM BIGLEAF MAPLE 4 FAR 6 MULTIPLE STEM 1 919 ACER MACROPHYLLUM BIGLEAF MAPLE 10+9 FAIR 9 IWO STEMS 4 920 ACER MACROPHYLLUM BIGLEAF MAPLE 5+5+4 FAIR 4 CLUSTER 3 921 ACER MACROPHYLLUM BIGIEAF MAPLE 8 FAIR 4 1 922 ACER MACROPHYLLUM BIGLEAF MAPLE 10+6 FAIR 5 SLOW GROW 3 923 SAUX SCOULERIANA SCOULERS WILLOW 5+4+4 GOOD 5 CLUSTER 3 924 ACER MACROPHYLLUM BIGIEAF MAPLE 14 GOOD 7 4 925 ACER MACROPHYLLUM BIGLEAF MAPLE 6+5+4 FAIR 10 S / 924 3 926 ACER MACROPHYLLUM BIGLEAF MAPLE 9 GOOD 6 2 927 ACER MACROPHYLLUM BIGLEAF MAPLE 12 FAIR 5 2 928 ACER MACROPHII.LUM BIGLEAF MAPLE 8 FAIR 3 NE 1927 1 929 SAUX SCOULERIANA SCOULERS WILLOW 4+4 FAIR 6 SE PROP 81-1 7, FLAG AT BASE 2 930 ACER MACROPHYLLUM BIGLEAF MAPLE 10 GOOD 6 NO TAG, LOCATE ON SURVEY 2 931 ACER MACROPHYLLUM BIGLEAF MAPLE4 FAIR 2 NO TAG, LOCATE ON SURVEY 1 932 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 5 NO TAG, LOCATE ON SURVEY 1 933 ACER MACROPHYLWM BIGLEAF MAPLE 6+4 FAIR 5 NO TAG, LOCATE ON SURVEY 2 934 ACER MACROPHYLLUM BIGLEAF MAPLE 12 GOOD 5 2 935 ACER MACROPHYLLUU BIGLEAF MAPLE 16 FAIR 9 WOUND AT BASE 4 936 POPUWS TRICHOCARPA BLACK COTTONWOOD 28 GOOD 12 8 937 ACER MACROPHYLLUM BIGLEAF MAPLE 7 POOR 4 DISEASED 1 938 ACER MACROPHYLLUM BIGLEAF MAPLE 6 FAIR 5 TOP DAMAGED 1 939 ALNUS RUBRA RED ALDER 13 DEAD 1 0 940 ACER MACROPHYLLUM BIGLEAF MAPLE11 GOOD 6 SWEEP 2 941 ACER MACROPHYLLUM BIGLEAF MAPLE 13 FAIR 6 2 942 ACER MACROPHYLLUM BIGLEAF MAPLE 12 FAIR 7 2 943 SAUX SCOULERIANA SCOULERS WILLOW 8 POOR 5 ORANGE FLAG TO EAST ON BLACK BERRY 1 944 ACER MACROPHY LUM BIGLEAF MAPLE 26 FAIR 10 POOR STUCTURE B 945 ACER MACROPHYLLUM BIGLEAF MAPLE 11 POOR 12 CANOPY DOCK 2 946 ALNUS RUBRA RED ALDER 13 FAIR 7 SWEEP 4 947 SAUX SCOULERIANA SCOULERS WILLOW 10 DEAD 1 SNAG 0 948 ACER MACROPNMLUM BIGLEAF MAPLE 10 GOOD 5 SWEEP 2 949 ACER MACROPHYLLUM BIGLEAF MAPLE 12 DEAD 7 SEAM 0 950 ANUS RUBRA RED ALDER 8 POOR 2 CLUSTER 1 951 ALNUS RUBRA RED ALDER 7 DEAD 1 CUSTER 0 952 ALNUS RUBRA RED ALDER 6 POOR 2 CLUSTER 1 953 ALNUS RUBRA RED ALDER 5 DEAD 1 0 954 ARBUTUS MENZIESII PACIFIC MADRONA 5 GOOD 4 1 955 ACER MACROPHYUUM BIGLEAF MAPLE 11 FAIR 6 WOUND AT BASE 2 956 ACER MACROPHYLLUM BIGLEAF MAPLE B FAIR 5 WOUND AT BASE 1 957 ACER MACROPHYIIUM BIGIEAF MAPLE 6 POOR 3 1 958 ACER MACROPHYLLUM BIGLEAF MAPLE 8 POOR 4 DISEASED 1 959 SAUX SCOULERIANA SCOULERS WILLOW 9 POOR 4 DECLINING 2 960 ACER MACROPHYLLUM BIGLEAF MAPLE 11 FAIR 7 WOUND AT BASE 2 961 ACER MACROPHYLLUM ING EAF MAPLE 10 FAIR 6 NO TAG, LOCATE ON SURVEY 2 962 ACER MACROPHYLLUM BIGLEAF MAPLE 6+6 FAR 7 NO TAG. LOCATE ON SURVEY 2 963 ACER MACROPHYILUM BIGLEAF MAPLE 6 FAIR 4 NO TAG, LOCATE ON SURVEY 1 964 ACER MACROPHYLLUM BIGLEAF MAPLE 7+6 GOOD 7 NO TAG, LOCATE ON SURVEY 2 965 ACER MACROPHYLLUM BIGLEAF MAPLE 8+7 FAIR 6 NO TAG, LOCATE ON SURVEY 2 UUP9.7 DES CANED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "0' DRAWING 0 1' UNCLASSIFIED USE PERMIT REV DATE CHK.D APP'D REVISION DESCRIPTION la King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY -' TREE REMOVAL SCHEDULE SHEET 3 PROJECT NUMBER: 11-00839-2000 SRT. OF: 13 ORAWNG NULIBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION i E � TREE J SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDITION DRIPUNE RADIUS NOTES REPIACMENT NUMBER TREE ( SCIENTIFIC NAME COMMON NAME DIAMETER AT STANDARD HEIGHT CONDRION DRIPUNE RADIUS NOTES REPLACMENE NUMBER TREE SIZE REPLACEMENT VALUE TO BE REMOVED 4'-B' I 360 ALMS RUBRA RED ALDER 5 GOOD 6 0 966 ACER MACROPHYLLUM BIGLEAF MAPLE 7 GOOD 6 1 B'-12' 2 361 ARBUTUS MENZIESII PACIFIC MADRONA 6 GOOD 4 0- 967 ACER MACROPHYUUM BKIFAF MAPLE 6 POOR I 1 362 ANUS RUBRA RED AIDER 6 GOOD 6 0 968 ACER MACROPHYLLUM BK:LFFAF MAPLE 4 FAIR 6 1 12 -18' 4 363 ACER MACROPAE1UUM BIG LEAF MAPLE 9 GOOD 12 0 969 AGER MACROPHYUDM BKIEAF MAPLE 8+6 POOR 7 2 >24' 8 364 MAR MACROPHYLLUM BIG LEAF MAPLE 5 POOR 3 0 970 ACER MACROPHYUUDI BIG EAF MAPLE 7 GOOD 7 1 365 ACER MACROPHYLLUM BIG LEAF MAPLE B GOOD 7 0 971 ACER MACROPHYLLUM BIGLEAF MAPLE 13 POOR 9 MAJOR WOUND, DISEASE 4 366 ANUS RUBRA RED ALDER 10 DEAD 0 0 972 ACER MACROPHYLLUM BK;LEAF MAPLE 12+11 FAR 8 MAJOR WOUND, DISEASE 4 SIZE AND REPLACEMENT VALUES DERIVED FROM SECTION THE TUKWILA 1854.130 3(b) OF 367 ACER MACROPHYLLUM BIG LEAF MAPLE 8 GOOD 9 1 973 ACER MACROPHYLLUM BIGLEAF MAPLE 12+7+6 POOR 8 4 368 POPUWS TRICHCCARPA BLACK POPLAR 11 DEAD 0 0 974 ACER MACROPHYLLUM BK].EAF MAPLE 12+10 FAIR El CODOMINANT STEM, IN0.UDEI) BARK 4 369 POPUWS TRCHOCARPA BLACK POPLAR 17 GOOD 10 0 SECTION TO BE REMOVED REPLACEMENT AMBER 975 SAUX SCOULERIANA SCOULERS WILLOW 12+11 POOR 6 ORANGE FLAG• 95% DEAD 4370 ANUS RUBRA RED ALDER 6 FAR 2 D A 74 261 976 ACER MACROPHYLLUM BGLEAF MAPLE 12 GOOD 9 4 371 ANUS RUBRA RED ALDER 6 GOOD 3 0 977 ACER MACROPHYLLUMfpGLFAF MAPLE 8+7 FAR 7 2 372 POPULUS TRCHOCARPA BLACK POPLAR 13 FAR 7 0 B 50 122 978 ACER MACROPHYLLUM BIGLFAF MAPLE 13 POOR 12 MAJOR WOUND, DISEASE 4373 POPUWS TRICHOCARPA BLACK POPLAR 9 FAIR 4 0 C 32 135 979 ACER MACROPHYLLUM BIGLEAF MAPLE 4+4 FAR 6 MULTIPLE STEM 2 374 POPULUS TRICHOCARPA BLACK POPLAR 18 GOOD 9 0 980 ARBUTUS MENZIESII PACIFIC MADRONA 9+8+4 GOOD 11 NO TAG, S #978 4 375 ACER MACROPHYLLUTA BIG LEAF MAPLE 14+11+12 GOOD 16 8 D 176 359 981 ACER MACROPHYLLUM EIGLEAF MAPLE 6 GOOD 8 ND TAG, LOCALE ON SURVEY MULTIPLE STEM 1 376 ACER MACROPHYLLUM BIG LEAF MAPLE 11 FAR 4 2 E 95 283 377 ACER MACROPHYLLUM BIG LEAF MAPLE 8 GOOD 8 0 982 ACER MACROPHYLLUM BKLEAF MAPLE 5 GOOD 8 NO TAG. S PROP BH Y' 1 378 ACER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD 7 2 TOTAL TREES 427 1160 359 379 ALNUS RUBRA RED ALDER 9 DEAD 0 0 E • Cr..., D. cLG�._ z,:T 380 ANUS RUBRA RED ALDER 9 DEAD 0 0 381 ALNUS RUBRA RED ALDER 5 DEAD 0 0 301 ACER MACROPHYLLUM BIG LEAF MAPLE 22+24+10 GOOD 17 14 382 ALNUS RUBRA RED ALDER 5 DEAD 0 0 302 POPULUS TRICHOCARPA BLACK POPLAR 26 GOOD 15 8 383 ACER MACROPHYLLUM BIG LEAF MAPLE 4 FAIR 4 1 303 JIGLANDS NIGRA BLACK WALNUT 26 GOOD 20 8 384 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 5 1 304 ACER MACROPHYLLUM BIG LEAF MAPLE 12 FAIR 6 2 385 ACER MACROPHTLLUM DIG LEAF MAPLE 5 GOOD 5 1 305 ACER MACROPFMLUM BIG LEAF MAPLE 17 GOOD 13 4 386 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 5 1 306 ACER MACROPHYLLUM BIG LEAF MAPLE 17 POOR 7 4 387 ACER MACROPHYLLUM BIG LEAF MAPLE 7 GOOD 7 1 307 ACER MACROPNYUUU BIG LEAF MAPLE 12 GOOD 6 2 388 ALNUS RUBRA RED ALDER 5 FAIR 3 1 3013 ACER MACROPHYLLUM BIG LEAF MAPLE 4 POOR 0 1 389 ANUS RUBRA RED ALDER 6 FAIR 5 1 309 ACER MACROPHYLLUM BIG LEAF MAPLE 15+12+4 FAR 7 7 390 ALNUS RUBRA RED ALDER 9 FAR 5 2 310 MALUS SP. APPLE 4 GOOD 3 1 391 ANUS RUBRA RED ALDER 9 FAIR 5 2 311 PSEUDOISUGA MENZIESA DOUGLAS -FIR 4 GOOD 4 0 392 ANUS RUBRA RED ALDER 8 POOR 4 2 312 ACER MACROPHYLLUM BIG LEAF MAPLE 7 GOOD 6 1 393 ANUS RUBRA RED ALDER 11 FAIR 6 2 313 ACER MACROPHYLLUM BIG LEAF MAPLE 5+4 GOOD 6 2 394 ACER MACROPHYLLUM BIG LEAF MAPLE 7 FAIR 6 1 314 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 8 SW TREE 314, NO TAG 1 395 ALNUS RUBRA RED ALDER 8 FAIR 4 0 315 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 5 W TREE 310, NO TAG 1 396 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 7 1 316 ACER MACROPHYLLUM BDG LEAF MAPLE 25+4+5 FAIR 10 B 397 ALNUS RUBRA RED ALDER 10 FAR 5 2 317 ACER MACROPHYLLUM BIG LEAF MAPLE 19+7 FAR 10 7 398 ANUS RUBRA RED ALDER 14 POOR 3 4 318 ACER MACROPHYLLUM BIG LEAF MAPLE 14 POOR 2 4 399 ANUS RUBRA RED ALDER 7+5+5 POOR 4 3 319 ACER MACROPHYLLUM BIG LEAF MAPLE 12 FAR 5 2 400 ALNUS RUBRA RED ALDER 9 POOR 5 2 320 ACER MACROPHYLLUM BIG LEAF MAPLE 11+6+9 FAR 8 5 686 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 6 1 321 ACER MACROPHYLLUM BIG LEAF MAPLE 12 POOR 7 2 687 ACER MACROPIMIUM BIG LEAF MAPLE 7 GOOD 6 1 322 ACER MACROPHYLLUM BIG LEAF MAPLE 5 FAR 6 1 688 AGER MACROPHttLUM BIG LEAF MAPLE 4 FAIR 4 1 323 ACER MACROPHYLLUM BIG LEAF MAPLE 13 FAIR 10 4 689 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 5 1 324 ACER MACROPHYLLUM BIG LEAF MAPLE 22 GOOD 20 6 690 ACER MACROPHYLLUM BIG LEAF MAPLE 6 GOOD 5 1 325 ACER MACROPHYLLUM BIG LEAF MAPLE 16 GOOD 9 4 691 ACER MACROPHYLLUM BIG LEAF MAPLE 8 FAIR 9 1 326 ACER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD B 2 692 AMS RUBRA RED ALDER 8 GOOD 6 1 327 ANUS RUBRA RED ALDER 10 DEAD 0 2 693 ALNUS RUBRA RED ALDER 16 GOOD 9 4 328 POPULUS TRICHOCARPA BLACK POPLAR 12 GOOD 6 0 694 ACER MACROPHYLLUM BIG LEAF MAPLE 10+9 FAR 6 4 329 ALNUS RUBRA RED ALDER 8+9+4 FAIR 10 4 695 ANUS RUBRA RED ALDER 10 GOOD 4 2 33D ALNUS RUBRA RED ALDER 8+6+6+5+5 GOOD 10 0 696 ALNUS RUBRA RED ALDER 6 FAIR 3 1 331 POPULUS TR CHOCARPA BLACK POPLAR 20 GOOD 11 6 697 ACER MACROPHYLLUM BIG LEAF MAPLE 5 GOOD 5 1 332 POPULUS TRICHOCARPA BLACK POPLAR 9 DEAD 0 0 698 ANUS RUBRA RED ALDER 7 FAIR 3 1 333 POPULUS TRICHOCARPA BLACK POPLAR 6+9 GOOD 10 3 699 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 1 334 POPUWS TRICHOCARPA BLACK POPLAR 21+10 GOOD 15 8 700 ANUS RUBRA RED ALDER 5 GOOD 5 1 335 POPUUJS TRCHOCARPA BLACK POPLAR 113 GOOD 10 6 890 ALNUS RUBRA RED ALDER 6 DEA) 0 0 336 POPULUS TRICHOCARPA BLACK POPLAR 12 GOOD 8 0 891 ANUS RUBRA RED ALDER 9 GOOD 5 0 337 POPUWS TRICHOCARPA BLACK POPLAR 19 POOR 10 0 892 ANUS RUBRA RED ALDER 7 GOOD 3 0 338 ANUS RUBRA RED ALDER 7 FAR 5 0 893 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 5 1 339 ANUS RUBRA RE) ALDER 4 POOR 3 0 894 ACER MACROPHYUUM RIG LEAF MAPLE 6 GOOD 6 0 340 ACER MACROPHYLLUM BIG LEAF MAPLE 11+5 GOOD 9 0 895 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 1 341 POPULUS TRICHOCARPA BLACK POPLAR 24 GOOD 20 0 896 ANUS RUBRA RED ALDER 18 GOOD 10 4 342 POPUWS TRICHOCARPA BLACK POPLAR 18 GOOD 10 0 897 ACER MACROPHYWRA BIG LEAF MAPLE 6 GOOD 8 1 343 ALNUS RUBRA RED ALDER 5 FAIR 2 0 898 ANUS RUBRA RED ALDER 7 GOOD 4 1 344 ANUS RUBRA RED ALDER 6 FAIR 4 1 899 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 1 345 POPUWS TRICHOCARPA BLACK POPLAR 12 GOOD 8 0 900 ACER MACROPHYLLUM BIG LEAF MAPLE 4 GOOD 4 1 346 POPULUS TRICHOCARPA BLACK POPLAR 13+11 GOOD 8 N 345, NO TAG, CO DOMINANT 4 584 ACER MACROPHYLLUM BIG LEAF MAPLE 5 DEAD 0 0 347 POPULUS TRICHOCARPA BLACK POPLAR 13 FAR 7 0 585 ACER MACROPHYLLUM BIG LEAF MAPLE 10+9+6+4 GOOD 12 6 348 POPULUS TRICHOCARPA BLACK POPLAR 14 GOOD 7 0 586 ALNUS RUBRA RED ALDER 11 GOOD 7 2 349 PRUNUS EMARGINATTA BITER CHERRY 7+4+10 GOOD 11 E 332. NO TAG 4 587 ALNUS RUBRA RED ALDER 9 GOOD 5 0 588 AGER MACROPHYLLUM BIG LEAF MAPLE 4 POOR 6 0 350 ALNUS RUBRA RED ALDER 10 DEAD 0 SNAG 2 351 ACER MACROPHYLLUM BIG LEAF MAPLE 12 GOOD 10 3 589 ACER MACROPHYLLUM BIG LEAF MAPLE 16 GOOD 12 4 352 ACER NACROPHYLLLIY BIG LEAF MAPLE 11+9 FAIR 11 3 590 POPUWS TWCHOCARPA BLACK POPLAR 23 GOOD 15 0 353 SAUX SP. WILLOW 12+5 FAIR 8 0 591 ACER MACROPHYLLUM BIG LEAF MAPLE 19+16+15 GOOD 20 14 592 ACER MACROPHYLLUM BIG LEAF MAPLE 15 GOOD 8 4 354 ALNUS RUBRA RED ALDER 7 DEAD 0 N 353, NO TAG 1 355 ACER MACROPHYLLUM BIG LEAF MAPLE 7 G000 7 2 593 ACER MACROPFIYI.LUM BIG LEAF MAPLE 20+8 GOOD 15 7 356 AGER MACROPHYLLUM BIG LEAF MAPLE 9 GOOD 7 4 594 ACER MACROPHYLLUM BIG LEAF MAPLE 16+17+13+8+10 GOOD 20 0 357 ACER MACROPFMLUM BIG LEAF MAPLE 17 GOOD 9 2 595 ACER MACROPHYLLUM BIG LEAF AMPLE 6 FAIR 5 1 358 ALNUS RUBRA RED ALDER 11 POOR 4 12 596 ACER MACROPHYLLUM BIG LEAF MAPLE 12 GOOD 7 2 359 POPULUS TRICHOCARPA BLACK POPLAR 24+20 GOOD 17 1 597 ACER MACROPHYLLUM BIG LEAF MAPLE 6 FAIR 5 1Dc 283 UUP9.8 DESKG m King County r ESA Ad o l f s o n BOW LAKE PROCESSIN�/TRANSFER FACILITY 11- 00839 T NUMBER: J 530`'e s Ave. NW °F1s 13 DRAWN Department of Natural Resources and Parks Solid Waste Division aittle,(WA 98107 P: (206) 789-9658 F: (206) 789-9884 TREE REMOVAL SCHEDULE SHEET 4 DRAWING NUMBER VERIFY SCALE UNCLASSIFIED USE PERMIT BAR IS ONE INCH ON ANSI 'D' DRAWING 0 1- REV DATE CH KID APP'D REVISION DESCRIPTION UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION E N N N N 0 0 r .o PLAN SITE PLAN SCALE: 1" = 30' vier MATCH LINE DWG UUP10.3 GENERAL NOTES 1 TREE REPLACEMENT AREAS ON—SITE AREA: 280,660 s.f. = 450 TREES (per 18.54.130.3.a) 2. TREE REPLACEMENT CALCULATION TREE REPLACEMENT REQUIRED: 1,160 TREES TREE REPLACEMENT PROVIDED: 450 TREES TREES REQUIRED, NOT PROVIDED: 710 TREES 3. PROPOSED PERMIT EXCEPTIONS a) Smaller—sized replacement trees (1 gal. plants). b) Trees planted at greater density (140 trees per acre, or approx. 12' o.c.). c) Off—site tree replacement or fee—in—lieu for remioning required trees. TREE REPLACEMENT LEGEND OHO I v C7 C7 TREE REPLACEMENT AREA — ON—SITE OPEN DOUGLAS FIR — 80% BIG—LEAF MAPLE — 20% TREE REPLACEMENT AREA — ON—SITE UNDERPLANIING DOUGLAS FIR — 40% W. RED CEDAR — 40% BIG—LEAF MAPLE — 20% 1"=30'-0" KEY MAP 30tH 0 _ 30 T�..1... �.� 60 Feet UUP 10.1 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI 'D' DRAWING 0 1' UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION Lag King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206)789-9684 BOW LAKE PROCESSING/TRANSFER FACIUTY TREE REPLACEMENT PLAN SHEET 1 PROJECT NUY8E2 11-00839-2000 SRT. OF: 13 DRNMNG NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION W 0 8 0 CO 0 C 0 s W B 0 O m O 0 N n 0 E 0 0 0 . CONSTRUCTION LIMITS PLAN 'PROPERTY BOUNDARY SITE PLAN SCALE: 1' = 30' Tdor TREE REPLACEMENT LEGEND OHO I .7 Iv V7 n TREE REPLACEMENT AREA — OPEN DOUGLAS FIR — 80% BIG—LEAF MAPLE — 20% TREE REPLACEMENT AREA — FORESTED UNDERPLANTING DOUGLAS FIR — 40% W. RED CEDAR — 40% BIG—LEAF MAPLE — 20% 1• 30'-46 KEY MAP ittlA 30, 0 30 60 `Scale -1' Feet UUP 10.2 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI D DRAWING UNCLASSIFIED USE PERMR 0 1" REV DATE CHK'D APP':) REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY TREE REPLACEMENT PLAN SHEET 2 PROJECT NUMBER 11-00839-2000 13 DRAMNG NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION MATCH LINE DWG UUP10.1 MOM GENERAL NOTES 1. NO TREES WILL BE PLANTED WITHIN 30' PERMANENT SEWER LINE EASEMENT 0 = TREE REPLACEMENT LEGEND ; 44 � 0 0 Q TRDOUGLALS REPACFER 8EN 800A% — OPEN BIG—LEAF MAPLE — 20% • h OMNI MATCH UNE DWG UUP10.4 Iv v V7 n TREE REPLACEMENT AREA — FORESTED UNDERPLANTING DOUGLAS FIR — 40% W. RED CEDAR — 40% BIG—LEAF MAPLE — 20% TREE REPLACEMENT AREA — OFF—SITE SEWER EASEMENT DOUGLAS FIR — 80% BIG—LEAF MAPLE — 20% KEY MAP otA n�30� I rI ' 0 �• 30 60 1 =30—�Tt__ Feet Scale UUP 10.3 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI D DRAWING 0� 1' UNCLASSIFIED USE PERMIT REV DATE CHICD APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY TREE REPLACEMENT PLAN SHEET 3 PROJECT NUMBER: 11-00839-2000 SNT. OF: 13 DRAWING NWYBDt UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION isutton Nov05 2007 — 9:59am — R:\Seattle\11-00839-20000 Bow Lake TRS Expansion Project\Data and Analytical \CADD\UUP\UUP10_TREEREPLACEMENT.dwq MATCH LINE DWG UUP10.3 • PLAN SITE PLAN SCALE: 1" = 30' GENERAL NOTES 1. NO TREES WILL BE PLANTED WITHIN 30' PERMANENT SEWER LINE EASEMENT TREE REPLACEMENT LEGEND TREE REPLACEMENT AREA — OFF—SITE SEWER EASEMENT DOUGLAS FIR — 80% BIG—LEAF MAPLE — 20% KEY MAP L "i CC '11'4 -0" L t 30 0 30 60 Scale Feet UUP 10.4 DESIGNED BKS DRAWN BKS VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0� 1" UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION lig King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSING/TRANSFER FACILITY TREE REPLACEMENT PLAN SHEET 4 PROJECT NUMBER: 11-00839-2000 SHE. OF: 13 DRAWING NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION J _ • - — .290-- .71 I - - _ - _ _ PROPERTY LINE GENERAL NOTES 1. PER FEMA'S FLOOD INSURANCE RATE MAPS (FTRM) - - 53033C0967F (MAY 16, 1995) AND 53033C0959F (MAY 16, 1995), THE PROJECT SITE IS IN A ZONE X AREA WHICH IS CONSIDERED MODERATE TO LOW RISK FOR FLOODING. - 2. BUFFER OFFSETS ARE FROM SURVEYED WETLAND AND STREAM ORDINARY HIGH WATER MARKSWHEREAPPLICABLE._ BUFFERS SHOWN JN OTHER LOCATIONS ARE APPROXIMATE. TATE — — — — — _ — SEE NOTE 2 \ •-_— N PERSONNEL GATE \ .\ \-A \ `,,, . .1-,-, l' ' •, \ ---- ; \ FUTURE \, ,, ', PROCESSING ' "- " 1 ') FACILITY1 , . • • \. • s‘ - PROPERTY "\\LINE \ - - --, --._ !,.... \ -,...,. ......_, . -, -...., . ..... '--.. _ --, 5() .... ,,,,,,,, 19, • • • • ,,,,,,,,,,,,,, 180 CONSTRUCTION L/ IMITS, TYP - a UNE. r(P12° , STREAM 71 / :/ - \ .! (71 PROPERTY. - / 7 MATCH LINE DWG UU1211.2 PLAN SENSITIVE AREAS SCALE: 1* = 60' so 0 60 120 Scale f!==T1 Feet UUP11.1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON A ANSI "D" DRAWING 0 1" REV OCT 07 DATE UNCLASSIFIED USE PERMIT CHK'D AP WO REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division WO\ R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SENSITIVE AREAS PLAN SHEET 1 PROJECT NUMBER: 11-00839-2000 SW. OF: DRAWING NUMBER z 0 1— CO 0 0 0 cc I.1 1- 0 z 0 1- 0 L1.1 0 L.L.1 0) .g 8 A 8 0 E m I A S a 2 1=11.. MINNIMM MEM =y 140 -- 13------_____1-______,,,, `-� �- — .._moo_ 1I �, �-� 7� 1, `- 1 _~\__�G /\-40- I 30 — �PROPERTY UNE Ho--�_-�\�\y--1zC w _- ---- Ni 1'0 _^'�`_�i-- I OMNI IIMMS CONSTRUCTION LIMITS, TIP MATCH UNE DWG UUP11.1 Ac r • „ — lji OLAND 04 4stre)Avts '?0 - _ / ~v --� r I ". �i i/j / ji -� ,� i� / / , r \ / / _ J 7 I 7 /�\_J/ / / 7,//7-,,,,N—_,,,,_21,,,i/117 _- ~\\,------N \\2, \-,______„--7 GENERAL NOTES 1. PER FEMA'S FLOOD INSURANCE RATE MAPS (FIRM) 53033C0967F (MAY 16, 1995) AND 53033C0959F (MAY 16, 1995), THE PROJECT SITE IS IN A ZONE X AREA WHICH IS CONSIDERED MODERATE TO LOW RISK FOR FLOODING. \ -C 'm'%) 2. BUFFER OFFSETS ARE FROM SURVEYED WETLAND AND STREAM ORDINARY HIGH WATER MARKS WHERE APPLICABLE BUFFLKS SHOWN IN OTHER LOCATIONS ARE APPROXIMATE. Sao EXISTING SOUTHCENTER PKWY (APPROXIMATE LOCATION) GOLF FACIUTY ) PARKING LOT i DRIVING RANGE SEE NOTE,'2 I I BUFFER REQUIREMENTS DESCRIPTION WETLAND CATEGORY BUFFER (FT) WETLAND A TYPE 2 80 WETLAND B TYPE 3 50 WATERWARD OF OHWM - 80 IN STREAM El, E2, C WATERWARD OF OHWM - 100 IN STREAM E PLAN SENSITIVE AREAS SCALE: 1" = 50' r. T 50 0 50 100 1'=50'-0 Gi Scale Feet UUP11.2 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI b" DRAWING 0�1' A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division � VN 1 Ffh R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACIUTY SENSITIVE AREAS PLAN SHEET 2 PROJECT NUMBER 11-00839-2000 SHE CAMARO NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION C UAW, » TEMPO SEQ LIMIT` %MENW- N) 0 /41014 x4 ATCH BASIN f5()SF) AN OPEN I ANNE OUTFALLOO SF) 5o11BTLAND BtIFFE# 7. R PROPOSED AT -GRADE` DRAINAGE PIPE; TREAM E STREAM BUFFER_., 72 ONSTIICTION ACCESS / �J IMPACT CALULATIONS TYPE OF IMPACT TEMPORARY WETLAND SQ FT 948 PERMANENT WETLAND 110 TEMPORARY STREAM 280 TEMPORARY WETLAND AND STREAM BUFFER 12,208 LEGEND I.__ DE"ELOPL,.AT ij Permanent Wetland Impacts Temporary Wetland Impacts Temporary Stream Impacts Temporary : Wetland and Stream Buffer Impacts UUP12.1 O ESONED BKS BKS VERS. cry c B E ON 0 1' BKS 11/1/07 UNCLASSIFIED USE PQt1AT REV DATE CtMC,D APP' REVISION OESCRFRON la King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW MIKE PROCESSING/TRANSFER FACILITY CONCEPTUAL MITIGATION PLAN SHEET 1 11-00839-2000 fMNIII0 MUNE! UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION / IIIL (. )i1J.I f1\��1�\\\\��\\A\ TEMPZ�FARI' SD' EAEME Pl l'C SS. ED ;UMiT OP NSTEJ "\ \AERMANENT 30' EASEMENT D' WETLAND BUFFER; PO,&ED A7 -GRADE -S • DRAINAGE PIPE r �rri 77 IT 0 N �CATOH AND_OPEN1 -` OHANNE- OUTFALL.° SF)° PLANTING SCHEDULE SCIENTIFIC NAME Trees: Acer macropphvllum Fraxinus latifo is Pseudotsuga menziesii Salix lasiandra Salix sitchensis Thuja plicata Shrubs: Acer circinatum Cornus stolonifera Corytus cornuta Holodiscus discolor Lonicera involucrata Physocarpus capitatus Rosa nutkana Rubus spectabilis Sambucus racemosa Symphoricarpos albus Habitat features: Large Woody Debris Brushpile 72 LYYR \_Th '-CONSTRUGtioN ACCESS/•. COMMON NAME QUANTITY SIZE SPACING Big Leaf Maple Oregon Ash Douglas Fir Pacific Willow Sitka Willow Western Red Cedar Vine Maple Red—osier Dogwood Hazelnut Ocean Spray Black Twinberry Pacific Ninebark Nootka Rose Salmonberry Red Elderberry Common Snowberry 5 1 gal. 9' O.C. 5 1 gal. 9, O.C. 3 1 gal. 9 O.C. 50 live cutting 6" O.C. 50 live cutting 6" O.C. 11 1 gal. 9' O.C. 25 1 gal. 9' O.C. 20 1 gal. 4' O.C. 25 1 gal. 4, O.C. 25 1 gal. 4 O.C. 15 1 gal. 4' O.C. 10 1 gal. 4' O.C. 30 1 gal. 4' O.C. 15 1 gal. 4, 0.C. 12 1 gal. 4 O.C. 30 1 gal. 4' 0.C. w/ rootwad 3 40'x 18" min. as shown (see Brushpile Detail) 2 10'x 10'x 8'min. as shown STREAM SUFFER' Q 50 Feet MITIGATION AREAS TYPE SQ FT WETLAND ENHANCEMENT 948 BUFFER RESTORATION 12,208 LEGEND Wetland Enhancement Wetland Restoration Buffer Restoration — - Large Woody Debris Habitat Brushpile ..• U r'. ,. UUP12.2 MOONED BKS MON BKS B/R IS OVE CH HANSI 'D DR PIGS oma,• BKS 11/1/07 UNCLASSIFIED USE REMIT DATE APP'D La King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LMS PROCESSING/TRANSFER FACILITY CONCEPTUAL MITIGATION PLAN SHEET 2 PROJECT Mabe 1,-00839-2000 1R. CF: 0111111110 Mal* UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION PLANT LIVE, DORMANT STAKES BETWEEN 0.5 AND 1 INCH IN DIAMETER 4" LAYER OF MULCH 1I:=4.II "11.-1f-11:=11-11.-11 =11:-11 1I .II=II=11::11=11.- 41=11- 1=11=11=11=I1=11-. 1-11=11=11=11=11= =11=1 11�I11= 1=11=11=11=11=1111; 1.11.11:1111:11.11=-11:�I11==i ?11.11.11_1 =11-111 J1=11= -11=11=11=111;11=11=1_1=11.=11.=11:i 11=11; 11,11.; _I11=11=11 --11-11;._I.=11=1111-11.=11- TT;=1 SCARIFY ROOTBALL AND SPREAD ROOTS EROSION CONTROL BLANKET, SLIT FOR PLANT INSTALLATION CONSTRUCT 3" WATERING BASIN* 1.5 X ROOTBALL DEPTH 6 O.0 SPACING 16' O C SPACING (TYPICAL) (TYPICAL) LIVE STAKE DETAIL NOT TO SCALE *NOTE: ON SLOPES, CONSTRUCT WATERING BASIN ON DOENHILL SIDE OF PLANTING HOLE ONLY. SECTION L2X J ROOTBALL DIAMETER SQUARE CUT MINIMUM OF 2 BUDS EXPOSED MAKE PILOT HOLES IN EXISTING SOIL WITH REBAR. TAMP SOIL AROUND LIVE STAKES. ANGLE CUT AT 45 DEGREES 4" LAYER OF BARK MULCH IN 30" CIRCLE AROUND TREES & SHRUBS FINISH GRADE BACKFILL TO BE 2/3 SOIL EXCAVATED FROM PLANTING PIT AND 1/3 CEDAR GROVE COMPOST OR EQUAL SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION COMPACT SOIL UNDER ROOTBALL TREE/SHRUB SLOPE PLANTING DETAIL NOT TO SCALE SCARIFY ROOTBALL AND SPREAD ROOTS 1.5 X ROOTBALL DEPTH ROOTBALL DIAMETER 3" LAYER OF MULCH IN 30" CIRCLE AROUND TREES & SHRUBS- KEEP MULCH AWAY FROM STEMS CONSTRUCT 3" WATERING BASIN FINISH GRADE BACKFILL WITH NATIVE TOPSOIL SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION COMPACT SOIL UNDER ROOTBALL SECTION TREE/SHRUB PLANTING DETAIL NOT TO SCALE BRUSH SHOULD BE DENSE AND INTEGRATED INTO BASE CONSTRUCTION FOR MAXIMUM STABILITY AND COVERAGE 6" MIN DIAMETER BASE LOGS STACKED LOG CABIN STYLE 6"- 10" APART BRUSH TOP 2'- 4' HIGH LOG BASE 4' MT HEIG MIN BRUSH PILE BASE- SECTION VIEW NOT TO SCALE GENERAL NOTES 1. BASE LOGS AND BRUSH SHALL BE CONSTRUCTED WITH DOWNED MATERIALS OR BY-PRODUCTS OF FOREST CLEARING, THINNING OR LOGGING 2. USE CEDAR, OAK AND OTHER ROT RESISTANT HARDWOODS FOR BASE LOGS 3. USE HARDWOOD BRUSH FOR TOP OF PILE WHEN PRACTICABLE 4. FINAL BRUSH PILE SHALL BE MIN 10' WIDE AND 6'-8' TALL CEDAR OR FIR LOG 36 CEDAR 2x4; TYP. 45' ANGLE CUT, TYP GRADE 671011;,11,1.,1 II 10' - 20' DIAMETER BRUSH TOP ii ll•lll1!JIM II I!I1 ■ Ill IIP.11 f„„1,•1,..1.,,..u.i.,.i..ii.uil 11111.1111'■nnm.nnu■ioni■ ,111,:1111 111 11.111• II•111 NI I 1111E11. 10•1•11'1111•1111111111 111 II I,I1'lI1111;1I! 111,1lJ'/I:I BRUSH PILE BASE- PLAN VIEW NOT TO SCALE 5. BASE LOGS SHALL BE 6" MIN DIAMETER AND MIN 4' LONG 6. BASE SHALL BE MIN 4' HIGH 7. BRUSH TOP SHALL BE MIN 2' HIGH 8. SPACE PILES 100-150 FT APART OR 4-8 PER ACRE 9. LOCATE NO MORE THAN 10' FROM WOODLAND EDGE 10. BRUSH PILES SHALL NOT BE LOCATED WITHIN 100' OF STRUCTURES 11. NEW BRUSH SHOULD BE ADDED TO PILE ANNUALLY TO MAINTAIN HEIGHT AND INTEGRITY OF STRUCTURE BRUSH PILE NOT TO SCALE MIN. 6" STEEL NAIL, TYP. (NOT GALVANIZED) 12" IMIN. SECTION WILDLIFE LOG NOT TO SCALE • GL. r DL-`: UUP12.3 DESIGNED BKS OWN BKS VERIFY SCALE BAR IS OVE ANS1"D D�N ON 0� 1" UNCLASSIFIED LASSIFIED USE PERMIT REV DATE CNK'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division r ESAAdolfson 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 BOW LAKE PROCESSNG/TRANsFER FACIUW CONCEPTUAL MITIGATION PLAN SHEET 3 PlIOJIMO NUM 11-00039-2000 OR UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION BOW LAKE TS PHASE II1-PH2_F. CD PHASES Oct 22, 2007 - 2:53pm - P:'0239.2 - RW TVS HEIGHT ALLOWED: 115' LOWEST BUILDING GROUND PLANE SOUTH ELEVATION TRANSFER BUILDING SCALE: 1/16"=1'-0" TRANSFER BUILDING ROOFTOP FANS 0 0 0 0 0 0 0 0 0 10 1/16"=1'-0" 5 0 10 20 30 40 Scale Feet TSO Wall Panel, Type 1 TS Wall Panel, Type 2 TS & TSO Wall Panel, Type 3 TS Roof Panel Maintenance Building Wall Pam Exposed Structure & Gutters Processing Wall TS Daylight Panel Water Tank Concrete EAST ELEVATION TRANSFER BUILDING SCALE: 1/16"=1'-0" BUILDING HEIGHT TVS HEIGHT ALLOWED: 115'„� PROPOSED MAXIMUM BUILDING HEIGHT TO BE GREATER THAN 25'-0. BELOW TVS HEIGHT ALLOWED. DE'JELOt,.Esa UUP13.1 DESIGNED G. HARRY DRAWN S. FlSCHER VERIFY SCALE BAR IS ONE INCH ON ANSI 'D” DRAWING 0 1" REV DATE CHK'D APP'D REVISION DESCRIPTION Ul King County Department of Natural Resources and Parks Solid Waste Division KPQ Architecture landscape Architecture Civil Engineering Urban Design 753 9th Avenue North Seattle, WA 98109 (206) 286-1640 6664 �'REfY8TERED ARCHITECT GREGORY S. HARRY *TATA Or WAS 'TON BOW LAKE PROCESSING/TRANSFER FACILITY TRANSFER/TSO BUILDING SOUTH AND EAST ELEVATIONS PROJECT NUMBER: 11-00839-2000 SHT. OF: DRAWING NUMBER: Al 11 sarah Oct 22. 2007 — 11:57am — P:10239.2 — RWBECK BOW LAKE TS PHASE II PH2_F. CD PHA 1/16"=1 —0 5 0 10 20 30 40 Scale Feet 0 TSO Wall Panel OTS Wall Panel, Type 2 0 TS & TSO Wall Panel, Type 3 OTS Roof Panel OMaintenance Building Wall Panel 0 Exposed Structure & Gutters OProcessing Wall OTS Daylight Panel OWater Tank 0 Concrete NORTH ELEVATION TRANSFER BUILDING SCALE: 1 /16"=1-0" TRANSFER BUILDING ROOFTOP FANS WEST ELEVATION TRANSFER BUILDING SCALE: 1/16"=1'-0" O Co L' UUP 13.2 DESIGNED G. HARRY DRAWN S. FISCHER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1 - REV DATE CHK'D APP'D REVISION DESCRIPTION Lig King County Department of Natural Resources and Parks Solid Waste Division IKPG Architecture Landscape Architecture Civil Engineering Urban Design 753 9th Avenue North Seattle, WA 98109 (206) 286-1840 8664 N'NEARCHRECT01STEDEDI GREGORY S. HARRY STAT! OR WAMINOTOM BOW LAKE PROCESSING/TRANSFER FACIUT! TRANSFER/TSO BUILDING NORTH AND WEST ELEVATIONS PROJECT NUMBER: 11-00839-2000 SILT. OF: DRAWING NUMBER: A112 LAKE TS PHASE II PH2_F. CD P E 8 0 1/16"=1-0 5 0 10 20 30 40 Scale Feet 0 rmiiii1111111111111111iiiiiiii ■__ is 11I �L JS WEST O TSO & SH Wall Panel, Type 1 O TS Wall Panel, Type 2 O3 TS, TSO & SH Wall Panel, Type 3 O TS & SH Roof Panel OMaintenance Building Wall Panel OExposed Structure & Gutters OProcessing Wall O TS & SH Daylight Panel OWater Tank 10 Concrete WEST ■1■� 1 iminuil�Illllllllilllll— 1u—IIII milli I!_>III wawa ate® �L J� EAST EAST EAST O HIGHEST ELEVATION 1.1 NORTH Mid d nuouui a MIN SCALEHOUSE & BOOTH SOUTH SCALE FACILITY ELEVATIONS SCALE: 1/16" = 1'-0" LU fa WEST SOUTH EAST NORTH SCALE BREAK AREA SOUTH SCALE FACILITY ELEVATIONS SCALE: 1/16" = 1-0° NORTH MAINTENANCE BUILDING LEVEL 1 ELEVATIONS SCALE: 1/16° = 1'-0" BUILDING HEIGHT TVS HEIGHT ALLOWED: 115' PROPOSED MAINTENANCE BUILDING HEIGHT < 30'-0" PROPOSED SCALEHOUSE HEIGHT: < 25'-0" PROPOSED SCALE BOOTH HEIGHT: < PROPOSED SCALE BREAK AREA HEIGHT: < 12'-0'. PROPOSED PORTAL FRAMEWORK HEIGHT: < 25'-0" C D4 T UUP13.3 DESIGNED G. HARRY DRAWN J. PALMER VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 1" REV DATE CHK'D APP'0 REVISION DESCRIPTION 111 King County Department of Natural Resources and Parks Solid Waste Division KPG Architecture Landscape Architecture Civil Engineering Urban Design 759 9th Avenue North Seattle, WA 98109 (206) 286-1640 8664 \RE4{BTEREDI ARCFITECT GREGORY S. HARRY STATE OF WASI.NTON BOW LAKE PROCESSING/TRANSFER FACIUTY SOUTH SCALE HOUSE, SCALE BOOTH, SCALE BREAK AREA, & MAINTENANCE BLDG ELEVATIONS PROJECT NUMBER: 11-00839-2000 SHY. OF: DRAWING NUMBER: A212 TI 1 H LINE ABOVE RIGHT SIWIBI2L...512,111f2L5 A SURVEY CONTROL CONTROL POINT TABLE 111.1 NORT1-1ING EASTING NC 17- 7(lYSOOT) 165,203.5902 NC 17-80/5000 161,774.6040 1,285,446.2510 1,285,016.9050 286.500' 290.711' ..,,..m.. trz- -ze• ---4.---2---z-R---.„, - , ---0--.:--- -2,--- -_ ,Aigr .1.2* /•.'4"' ‘,.. ' \ , -,, ‘-`,',.„ F-.:',,-, /-",--- ,.:::::-_,--:-_-,12.-.--_-_----,----------_. ../ '4',/ .-7,.;-.,,:.:.„..-.---'4"-- ------:------_, ------------,----_--,---_-. - ` ' -----x----- ---- -----.---721-_- -- DOSING CELL TOWER TO BE . - - ---- • PROTECTED • ''' <,..---.-->. z.-.,„.---<-... • ----,, ........,„ 00 0> ? DRILLA RD S .../ AND S 188TH ..,,, STINTERSECTION --------._ '' \ ;;;;;' ;>._.,,S --- -----:-.•- ' \ ST •-•-•(.) • - 1 1 \ 7-8 (SDOT) ''• \ ',... . 9:•-• ,,, 10 ._-.......... . ..00 , ,e e ---) •-• , ,') 1` • x - - — • - -FAGUTY-- INSTING -SCALE-- \ firr-LINE_ RtkIE — rk;\ SURVEY CONTROL 1. HORIZONTAL DATUM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83(91) PROJECT CONTROL ESTABUSHED USING GLOBAL POSITIONING FAST -STATIC (GPS) METHODS. CONTROL WAS EMENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988, NAVD88. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVELING). 1-1 X 3. SOURCE OF MAPPING: SURVEY PERFOMRED BY DUANE HARTMENT AND ASSOCIATES ON MAY 4, 2007. EXISTING CONDITIONS AND SURVEY CONTROL SCALE: 1" = 50' ---- ---PROPOTY LINE .)80 270 \\,\ •_ •_____-___ _ ).)11 -- • —u_ \ • EXISTING TRANSFER - TRAILER YARD •— \ I : '://11/,/ • • • • , • \ ft!il '1 1/1/f /jillPi 1 11. ;111,ii lit//1.1,7% \ ) I/ 7 - 1 ;NM ! ii,• 1r, f 17: / ii I iI/ f1/1ii; / / f ! // / 1 • t ; • / 11 /,1,1 1,\ // / / / „f /11 % / /EXISTING,,W-So • ; \ 0/1/,' , „ \ \ — ` \ "- 1 j \ • , T \ , k , - _ ///// • I ; ,// • / -- 240 - C4 f • / \ , / . _ J - 15y0PaPf-UVE, •— ., ... , . -- --,_ \ •-...._ ___ ____ ___ . -,............_ - - • -.,-....... ---.."--„,:,"....,---_. ---__ ----11`,:::. __:,------_-------:- ------- • ,•,3': NAN 1, . , ,\\\\‘,..,\,\ ',. \ . - \ -. • - ' ---z------ —..F0-_,-- .,- --_=:- --..---.7---------....-_------...:..:-...\\ 1. -------.-_, —__------:,-----:-:--------::::-==-5.----= 23o, EXISTING CONDITIONS AND -,,, ' ‘ •-• --.,.." "--. ---- -, N, -, 2.----_ - - -----..` - --.. ‘,„ . ---, - \ , --------. --_--.--:------------1-----.---;- 1- --,, N, --,- _, \.: ,. --`,\-0 ..., --,. .,\ ,,, ` ..':--- -- .L.---:. --2,- s,, •.,`,--,' - - - --:::- ---1-- --Z-z-,-,'"--'--------..,--',..D0--=-.,---- ---- — -------7-..-f• --z_-_-----,------2--:--:.. SURVEY CONTROL .,..---'-----..:-,-- \\,\ ' ,-,...'", z- .---- _ '- ""-Z---,:,----.1-..-- r---"--7- :.---_:=-__:=-72---. ., -_.-----.7.1__ :-.,,---:---: ,--::-.:::-..:::-,,,:,;---::-----=--:.- -.-_-_ -- ---T---.-- --_-_:-.- 20- SCALE: 1' = 50' --- - - -------- --'-- -- — 'IC `,-. — — _._/ - --.-,-2--:"" z-_--- — - - — --- - -- - ._ 4. SEWER VAULT AND VACTOR STATION SHALL BE PROTECTED WHILE UTIUZED BY THE NEW FACILITY. 50 0 50 100 1"=50'-0' G — Scale Feet ,Usitp UUP14.1 Icows 3-20 DESIGNED DR VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING 1- A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHILD APP'D REVISION DESCRIPTION L41 King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY EXISTING CONDITIONS AND SURVEY CONTROL PROJECT NUMBER 11-00839-2000 SHT. OI 5 DFUINANG RINSER: G16 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 'NIERSTA g PROPERTY UNE r�„a RETAINING WALL A 330 UUP14. /\zs/0 RETAINING\ WALL G PLAN SITE GRADING SCALE: 1" = 50' �111iit fil/�11 ;\ \ ;,/,'J i tet;;. TOTAL EXPECTED CUT 333,000 CY TOTAL EXPECTED FILL 250,000 CY NET 83.000 CY CUT C 50 0-- '----50 r 100 1 =50 —0 G Scale Feet DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0�1" A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division llh\/IJ}IE[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SITE GRADING PLAN PROJECT NUMBER: 11-00839-2000 Siff. - OF: DRAWING NUMBER: C13 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION 0 I L WATER METER AND BACKFLOW PREVENTION ASSEMBUES CELL TOWER ACCESS ROAD RETAINING WALL SECTION 35, TOWNSHIP 23N, RANGE 4E / HIGHUNE WATER • DISTRICT CONNECTION PWS— PW---- PWS_ FREE RECYCUNG • AREA •—• PW--__PWS `—pW� PWS GENERAL NOTES 1. THE SITE WATER AND WASTEWATER SYSTEMS WILL BE CONSTRUCTED IN TWO PHASES TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. SEE OWLS C5X AND C5X. O 2. THE SITE WATER SYSTEM IS LOCATED WITHIN THE HIGHLINE W WATER DISTRICT. Ca W 3. THE SITE WASTEWATER SYSTEM IS LOCATED WITHIN THE CITY Z OF TUKWILA JURISDICTION. la 0— SD— SD— SD— S ■ PLAN UTILITY SYSTEMS SCALE: 1' = 50' 4.1111k - v' w So I. CONSTRUCTION OMITS, TYP FUTURE FACILITY STUBOUTS FUTURE PROCESSING FACILITY EXISTING PUMP STATION EXISTING MH2 RETAINING WALL EXISTING WASTEWATER RPE -VAULT DESIGNED DRAWN UUP15.1 owe 3-20-0C) VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0 �1' SDS 1L__� MATCH LINE DWG UUP15.5 A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 I I 1-=50'-O" 50 0 r = 50 100 Scale BOW LAKE PROCESSING/TRANSFER FACILITY SITE UTILITY SYSTEMS PLAN Feet PROJECT NUMOO1 11-00839-2000 S L al: DRAWING NUMBER C50 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION • • CELL W7 TOWER 46(at • Ac7:17:RET‘s,AL ......... SECTION 35, TOWNSHIP 23N, RANGE 4E HIGHUNEkWATER DISTRICT NONNECTION W • - • -1 Pw-----Pw----- FREE RECYCUNG AREA _ — — PW--- CONSTRUCTION LIMITS, TYP 62 CELL TOWER ACCESS ROAD BPA1 W8 I 51 Cul 2 PLAN WATER SYSTEM ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ' SCALE: dn 1" = _ LIJ II FUTURE FACILITY STUBOUT FUTURE FACILITY STUBOUT FUTURE PROCESSING FACILITY zyz sizi7 FIRE DEPARTMENT PC 'FIOTASSEMBLIESCE7LDG 2 PLAN WATER SYSTEM SCALE: 1" = 40 / / / CONSTRUCTION LIMITS, TYP GENERALNOTES t NO COSTING HYDRANTS HAVE BEEN SHOWN AS THESE HYDRANTS Will BE REMOVED AND REPLACED BY THE NEW FACILITY HYDRANTS SHOWN. 40 , 80 ' 44) 1 =40 —0 — Scale Feet DESIGNED ORA UUP15.2 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 i• A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D App'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division 110 { R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SITE WATER SYSTEM PLAN PROJECT NUMBEIt 11-00839-2000 WT. or. (*MANG NUMBER C55 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION __SOUTH SCALE FACILITY HOT LOAD PAD �c- TRANSFER TRAILER TRUCK PAD SECTION 35, TOWNSHIP 23N, RANGE 4E C01 CLEANOUT, ri% �`' „.. CO3 $ SS5 FEE RECYCLING DROP BOX AREA J/ 'h FEE RECYCUNG AREA BUILDING a t TRANSFER TRAILER GENERAL NOTES 1. THE SITE WASTEWATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. 2. 3. 4. 5. SEE DWGS C61 AND C62 FOR WASTEWATER SYSTEM PIPE PROFILES. INSTALL CATCH BASIN STRAINER INSERTS PER DWG SX IN CATCH BASINS LCB1 THRU LCB7 AND AT THE HOT LOAD PAD. PIPING FROM CATCH BASINS LCB1 THRU LCB5 AND PIPE L4 SHALL BE DUCTILE IRON W/ COATING PER SPECIFICATIONS. MAINTAIN 10 -FOOT LATERAL AND 18 -INCH VERTICAL SEPARATION BETWEEN SEWER AND WATER UNES PER LOCAL AND STATE STANDARDS. KEYED NOTES 0 FEE RECYCLING AREA BUILDING WILL DRAIN TO MH1. LEACHATE WET VAULT FOR DISCHARGE RETENTION FOR THE TRANSFER/TSO BUILDING AND PUMP OUT. FUTURE PROCESSING FACILFTY EXISTING PUMP STATION EXISTING MH2 FACILITY \\SS \\ STUBOU� V\ FUTURE PRETREATMENT FACILITY MAINTENANCE` SS12 BUILDING ""--;:<1;.--;,--, SS 55, ISOLATION VALVE AND VAULT EXISTING WASTEWATER PIPE -VAULT 49,800 GALLONS (5 FT DIA. X 339 LF) 10/07 - CONNECTION TO ABOVE GROUND HDPE WASTEWATER DISCHARGE PIPING 55 SS S$18A EXISTING MH1 MATCH LINE DWG UUP15.5 / / i PLAN CONSTRUCTION LIMITS, TYP WASTEWATER SYSTEM SCALE: 1 • = 40' / DISCHARGE ISOLATION DRY MANHOLE FOR PNEUMATIC KNIFE VALVE AND MANUAL VALVE. FUELING FACILITY WILL DRAIN TO TRANSFER/1SO BUILDING WASTEWATER SYSTEM, AND WILL THEN DISCHARGE THROUGH THE LEACHATE WET VAULT/VALVE/OWS SYSTEM. PIPE SECTION FROM MH5 TO EXISTING MH1 WILL BE REMOVED ALONG WITH OTHER EXISTING UTILITY ELEMENTS DURING PHASE 2 CONSTRUCTION. HOT LOAD PAD WILL NORMALLY DRAIN TO THE STORM DRAINAGE SYSTEM. SEE DWG C70 FOR SURFACE WATER DRAINAGE SYSTEM. MH1 IS AN OUTSIDE DROP MANHOLE PER CITY OF TUKWILA STANDARD DETAIL SS -10. © TRANSFER TRAILER TRUCK PAD DRAINAGE CAN BE DIRECTED TO THE SURFACE WATER DRAINAGE SYSTEM OR TO THE SITE WASTEWATER SYSTEM. SEE DWG C7X FOR SURFACE WATER DRAINAGE SYSTEM. 0 SEE DWG C71 FOR ABOVE GROUND HDPE DISCHARGE PIPE ALIGNMENT. 40 0 T • 40 80 1"=40'-0' I Scale Feet DESIGNED DRAWN UUP15.3 VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division fiIIJ)1E[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SITE WASTEWATER SYSTEM PLAN PROJECT NUMBER 11-00839-2000 SUIT. OF: DRAWNIG NUMBER C61 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION dnupcharoen_ Oct 25, 2007 — 7:53am — R:\Seattle\11-00839-20000 Bow Lake TRS Expansion Project \Data and Analytical \CADD\UUP \UUP15.4—Surface Water System Pion — 0 W o W Z J 2 • 1 -7 SECTION 35, TOWNSHIP 23N, RANGE 4E S4IRFACE_21ATER SYSTEM SCALE: 1 -'SO` FLOW SPLITTER / HIGH FLOW BYPASS t OIL/WATER i- --J SEPARATOR _ I VAULT .SEE NOTE 3 TRAILER YARD TRUCK PADS FEE RECYCLING AREA TRENCH DRAIN TRANSFER/TS0 BIULDING FUTURE PROCESSING FACILITY RAINWATER COLLECTION TANK 1 TRUCK WHEEL WASH TRAILER YARD TRUCK PADS, SEE NOTE 1 (2)_2QWx115Lx12D ---STORMWATER' ' DETENTION VAULTS CATCH BASIN WITH PIPE ANCHOR SYSTEM HDPE DISCHARGE PIPE �. UUP15.4 DESIGNED DRAW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1' MATCH LINE DWG UUP15.5 A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D APP'D REVISION DESCRIPTION PLAN FLOW SPLITTER 16x32 WATER QUALITY TREATMENT VAULT SURFACE WATER SYSTEM SCALE: 1' = 50' La King County Department of Natural Resources and Parks Solid Waste Division flu1Jj]{[K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 FLQt' SPLITTER/ HIGH FLOW BYPASS OIL/WATER / SEPARATOR VAULT ORTH SCALE FACILITY GENERAL NOTES 1. TRUCK TRAILER PADS CONSTRUCTED TO DRAIN TO EITHER STORM OR WASTEWATER SYSTEM. WHEN TRAILERS ARE PARKED IN THE YARD, RUNOFF TO DRAIN TO WASTEWATER SYSTEM. 2. HOT LOAD PAD TO HAVE DRAINS TO THE STORM AND WASTEWATER SYSTEMS HI IED WITH VALVES. VALVE TO STORM SYSTEM TO BE NORMALLY OPEN. IN EVENT OF HOT LOAD, VALVE TO STORM DRAIN WOULD BE CLOSED AND WASTEWATER VALVE WOULD OPEN TO DIVERT FLOW TO WASTEWATER SYSTEM. 3. VALVE MAY BE CLOSED TO DIVERT FLOW TO WASTEWATER SYSTEM. 1 ' 50 0 .r. -T00 1'=50'—O" Scale Feet BOW LAKE PROCESSING/TRANSFER FACILITY SURFACE WATER SYSTEM PLAN SHEET 1 PRWECT NUMBER: 11-00839-2000 SHT. DF: ID DRAWING NUMBER C70 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION • E C o 8 F 4 5 i A • }\' .--.--\\ '<c�- \' ON -GRADE HDPE SD AND SS \`\ \ \� •. \ \\ \ w \} \ \ � \, \, ^off�,\i\ 1 L� __ \--- - \\`6>O �'\ �\� '''''H:':!:.-,.-- �L � _` \, `tel`\''`�� \1\�• MATCH LINE DWG UUP15.1, UUP15.3, UUP15.4 ——_ �oj :� - —� 70 TEMPORARY CONSTRUCTION ACCESS EASEMENT • l 1 ' J SA SECTION 35, TOWNSHIP 23N, RANGE 4E %afrr \. \ i,,. C,i :yam•1/, r___, �\ \ �1� ,' \ /' // �_ -- 6G ' t,\ -- -N, - �i 1). 1. Ci..,...,_ -_-„,:7;,:„...,,' J . 1 1 •�',(i* , • �\._� � �� II }1``111i'/%/1,1;%=�``.2__•.�.��1`'\����\i �I� ,�. ..\ r / / _ .' iii,., .,/r. ,.. \,.,� 5 i / /,/ \. /r / r f � ` <� iv, \\,•�� ��1•\;.\\- , �\'O�'//\I!1 it•y'u;r'I /,:�, t. / .•lfib •1,, o\ �. \,\� _�//ice \. -.�� ll�;; I r /, PERMANENT UTiUTY; _��\\' \ //�, y ^\ \. \\ \—�� r•'.,\.♦\\'% �, G` i i =�`���: \ /�i !irl��/% � ?c\���;,\� \:�� —��:; ; /` � _ •\,� � 1. --- iFASEMENT//,/ \.` \�� ��/ /r' ���_��'//, ^\•. ; \ -�_ �- //\.\ �..,-;!.,/(,,, ,,/ � / • � -ENERGY DISSIPATING _ / �\� /-'- ��- �/%�•�� , / /Wll,l� ,/� 50' o x.30'- % f �� _ i \�\�%i%/r;: / 6-()) - }. 'a _ `CATCH BASIN WITH /,i S,, \ =i ma/ \ ///%/ \` n / OUTFALL TO STREAM s�j/', =�_ ���'ti',• / • TEMPORARY EASEMENT==' \ 5 '�- }15 • 1/14177 • • TEMPORARY %CONSTRUCTION r r1-- ACCESS EASEMENT /.-Y\ U� k \ , '\ EXISTING SOUTHCENTER. -PKWY (APPROXIMATE LOCATION) ("C // r� J �~1 PLAN j ) GOLF FACILITY PARKING LOT SURFACE WATER SYSTEM SCALE: 1" = 50' (APPROXIMATE ;y/ l :7••••••*,1 BUILDING\ /7 i/ i (APPROXIMATE LOCATION) DRIVING RANGE /• \ c GENERAL NOTES 1. ALL OFF-SITE CATCH BASINS TO HAVE SOUD LOCKING UDS AND SLIDING SLEEVE CONNECTIONS. 50 1'=50'-0• C 0 50 100 ScaleFeet DESIGNED UUP1 5.5 i (m • 3-20 ( VERIFY SCALE BAR IS ONE INCH ON ANSI •D• DRAWING 0 �1- A REV OCT 07 UNCLASSIFIED USE PERMIT DATE CHK'D APP'D REVISION DESCRIPTION IM King County Department of Natural Resources and Parks Solid Waste Division ir�t �Fcn R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SURFACE WATER SYSTEM PLAN SHEET 2 PROJECT NUMBER: 11-00839_2000 SNT. OF: xx DRPNING NUMBER C71 UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION dnupcharoen Oct 25, 2007 — 8:28am — R:\Seattle\11-00839-20000 Bow Lake TRS Expansion Project\Data and Analytical \CADD\UUP\UUP16.1—ElectricalSitePlanLightinq.dwq .01 `. �'w. cw ' i____/\.,--,,.,,,,,,„ (• -'------1-7—'5"4---!-:-1--_-- �\`�`� '`� _+l _; —�k \,1 `',��t'\-•\'' Jam`=- __; I.L75,_,.-_;___1_._37,-..._tM_-�.t ttt((1 \,(`s.— `�' =_- '� `' '�-:_���cca�c.-mac., • t "V \ °. •�1_ Vii`. - �„,L--r------ .11... L ��,' '--�_-_ -- ,. y � i .01 .(_ �` \A- `rte-"=-� ti = A....2 I-�”--4�/ .Z.7___ �. --__---/=',,,,,, A' — .. _'T`'; ----i— 1�� 'SA \ - ' _ 1 i Y-.6 .= % : '". -L5= -_ `_i i----r-----;t---c.z'SAk t'a _<�$ SA ..,,,:777.....7.7,„.----------------7::,.,...----- ,� \-,_..„--....4.-Z1—----,---- ---- , :, ^ - di. `R, .. , ...„.21 II 1, t__ ./ ' j I .01 .01 .01 .01 SITE PLAN .01 ELECTRICAL SITE PLAN LIGHTING 1 50'-0' 1/-74 SITE PLAN ELECTRICAL SITE PLAN LIGHTING 1 ▪ 50•-0" .01 .01 v' D0l SHEET KEYNOTES O CONTOUR LINES REPRENT THE HORIZONTAL ILLUMINATION IN FOOT-CANDLES AT THE GROUND LEVEL CC :T _ :T 50 0 50 100 Scale UUP1 6.1 I Xn. 110/MA7 I DESIGNED DRAWN SL RL VERIFY SCALE BAR IS ONE INCH ON ANSI DRAWING 0 1" UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 01 N TERFACE ENGINEERING Consulting Engineers 12020 113th Ave.NE, Contact Suite 200 Nick Rich Kirkland, WA 98034 Project 425.820.1542 OFFICE 2007-0185 425.820.1628 FAX BOW LAKE PROCESSING/TRANSFER FACILITY ELECTRICAL SITE PLAN - LIGHTING PROJECT NUMBER: Feet 11-00839-2000 WT. OF: 13 GRAINING NUMBER: E12 F1LE: UUP16.1-ELECTRICALSITEPLANUGHTING.DWG - LAYOUTI I EDIT: 10/24/2007 9:31 AM BY SOPHIEL I PLOT: 10/25/2007 8:28 AM BY s afto o. 6 8 1 8 L. a 66 8 g2 TO UTILITY POINT OF CONNECTION -(2) 4' C. — -PWR (2) 4" C. — TEL (1) 2" C. — CATV CAN VAULT -0 CA -1 POWER VAULT@ PV -1 \\k ---`$4-`" t (2) 4" C. — PWR (2) 4" C. — TEL (1) 2' C. — CAW (1) 4" C. — PWR (1) 4' C. — TEL (1) 2' C. — CATV CATV VAULT 3O CA -2 POWER VAULT @ PV -2 'COMM VAULT CV -3 @COMM VAULT CA -3 (2) 4" C. — PWR (2) 4" C. — TEL (1)2"C. —CAW UUP1 6.2 I ". 1 +a/25/07 I DESIGNED DRAWN SL RL "41T--- CORM VAULT ' _ _ I CV? -2O ,; j POWER HANDHOLE PWR-2 /T\ V)'f' (1)4"C.—PWR (1) 4" C. — TEL 'aCom` HANDHOLE (1) 2"C.—CAN `',COM -10 J, 0 POWER HANDHOLE PWR-1 — ▪ r (1)4"C.—PWR (1) 4" C. — TEL v,(1)2"C.—CATV PAD—MOUNT TRANSFORMER (PSE) GENERATOR (2) 4i C CAM (2) 2" C. — CAN COMM HANDHOLE COM -2 (2) 4" C. — PWR v /1 (2) 4" C. — COMM s (2) 4" C. — CAW n5 4"C.—PWR 2 4" C. — TEL 1 2" C. — CAN SHEET KEYNOTES @ PROVIDE TYPE 504—LA POWER VAULT BY UTILITY VAULT OR APPROVED. SEE 1/E16. O PROVIDE TYPE 25—TA TELEPHONE VAULT BY UTILITY VAULT OR APPROVED. SEE 2/E16. O PROVIDE TYPE 233—LA POWER HANDHOLE 8Y UTILITY VAULT OR APPROVED. SEE 3/E16. `��' / / �F" ` - _� ```1 1 �\ \\� ."p1AJN ELECTRIC -- 7„-• ::-' i � 4200M�� ,--_-_-71- . p 1 �.��i�. r (, 1)1 1 I •<-.„--- / , POWER HANDHOLE tri k \ ' i -eky o- 1 nki.(1)4'C.—'4 �\ r ( (1) 4'C.— PWR `�-- (1) 4' C. COMM �� �t r its r 1 4" C. COMM u (1) 2" C. — CAN �� _ �,�r J � i �� (1) 2` C. CAN '---if--, Y 'moi + i `p ji '--' POWER HANDHOLE < 71 T -----7Q;' PWR-5 3 \' {' @ COMM %A-� , HANDHOLE gib„ q% " I ; i COM -3 ® (1) 4" C. — PWR (1) 4" C. — COMM (1) 2' C. — CATV (1) 4" C. — PWR (1) 4" C. — COMM (1)2"C.—CAN (1) 4" C. —PWR- (1) 4" C. — COMM (1) 2" C. — CATV COMM COMM HANDHOLE COM -5 O 40/ VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION `SITE PLAN ELECTRICAL SITE PLAN POWER & SIGNAL 1'=50'-0" G.: _ 50 0 50 1"=50'-0" ScaleFeet 100 La King County Department of Natural Resources and Parks Solid Waste Division Contact Nick Rich Project 2007-0185 INTERFACE ENGINEERING Consulting Engineers 12020 113th Ave.NE, Suite 200 Kirkland, WA 98034 425.820.1542 OFFICE 425.820.1628 FAX BOW LAKE PROCESSING/TRANSFER FACILITY ELECTRICAL SITE PLAN - POWER & SIGNAL PROJECT NUMBER 11-00839-2000 9 T. OF: 13 OR/MING NUMBER E13 IINCI ASSIFIFn FILE: UUP16.2-ELECTRICALSITEPLANPOWER.DWG - LAYOUT1 1 EDIT: 10/24/2007 9:30 AM BY SOPHIEL 1 PLOT: 10/25/2007 1131 AM BY s h 8 8 a ce s 8 E r a SOUTH SCALE FACILITY SECTION 35, TOWNSHIP 23N, RANGE 4E RETAINING WALL B RETAINING WALL A PLAN SITE PAVING SCALE: 1' = 50' PLAN SITE PAVING SCALE: 1 = 50' RETAINING WALL C NORTH SCALE FACILITY 50 1'=50'-0' i. c"_ 0 -50 ... _ oni Scale Feet UUP17.1 DESIGNED DRAWN mmw VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING 0 1' A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP.0 REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division fiITTIJ) { [K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACIU1Y SIGNING PLAN PROJECT NUMBER: 11-00839-2000 SNR. DF: DRAWING NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION Sign ,. No. 1 Sign type Qty. 1 Material Ref. page .Bow .Lake TransferlProcessing Facility.: [plus address, phone number and King County logo 2 3 4 5 1 1 DEAL) END. No access to 1-5 [plus interstate I-5 shield symbol] Special notes Sign No. Sign type Qty. Material Ref. page secondary site sign Free Recycling Area [plus 90' left arrow] Corrugated Cardboard Newspaper 6 Mixed Paper 7 Glass 6 1 Aluminum . 9 1 Metal 10 custom 1 LANE1 Commercial Account Haulers [plus 0" arrow] LANE 2 Self Haulers Commercial Non -account Haulers [plus 45' arrow] LANE 3 Self Haulers Commercial Non -account Haulers Overflow [plus 45' right arrow] LANE 4 Bypass Return to 1-5 keep right [plus 45' right arrow] LANE 5 Employees only [plus 45' right arrow] overhead sign 1 1 on pavement 12 1 2 on pavement 13 1 3 on pavement 14 1 4 on pavement 15 5 on pavement 16 custom LANE 1 Commercial Account Haulers [plus 0' arrow] overhead sign custom Special notes LANE 2 Self Haulers Commercial Non -account Haulers [plus 45' arrow] LANE 3 Setf Haulers Commercial Non -account -Haulers Overflow . [plus 45' right arrow] LANE 4 Bypass [plus 45' right arrow] LANE 5 Employees only [plus 45' right arrow] 18 1 2 on pavement 19 1 3 on pavement 20 4 On pavement 21 1 Bow Lake Transfer/Processing Facility [plus address, phone number and King County logo] main site sign 22 custom 1 LANE 2 Sell -Haulers .. Commercial Non -account Haulers [plus 45' arrow] LANE 3 Self Haulers Commercial Non -account Haulers Overflow [plus 45' right arrow] LANE 4 Bypass Retum to 1-5 ]plus 45' right arrow] overhead sign 23 custom [alternating lane electronic directional light] 24 1 Bypass [plus 45' right arrow] 25 1 [description of facility rates and procedures] 26 1 A building identification 27 Fee Recyling Area [plus 0' arrow] Commercial Non -account Haulers ]plus 45' right anew] 28 B building identification 29 1 [description of recycle rates 30 1 [description of recycle procedures] UUP1 7.2 DESIGNED DRAWN VERIFY SCALE BAR I5 ONE INCH ON ANSI *D" DRAWING 0 �1' A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION Lig King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SIGNING DETAILS SHEET 1 PROJECT NUMBER: 11-00839-2000 5M. OF: DRAWING NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION Sign No. 31 32 33 36 37-39 Sign type Qty. 1 1 3 Material Ref... page Special notes Corrugated cardboard Newspaper Glass Aluminum Metal Yard Waste 40 1 Electronics 41 1 Transfer Station [plus 90' right arrow] Scales [plus 90' left arrow] 42 1 Maintenance 43 1 C building identification 44 1 STOP Wait for attendant 45-415 2 (description of safety regulations] 47 1 Administrative Offices 48 1 Men [plus men icon] 49 1 Women [plus female icon] 50 1 D building identification 51-52 2 Wash Down Station (please conserve water) 53 1 [description of scale use] 54 Problem? Use call button 55 Commercial Non -account Haulers Return to Scale [plus 90' left tum] 56 Return to Scale [plus 90' left tum] 57 Scales [plus 90 -left arrow] Bypass (plus 90' right arrow Sign No. 58-59 60 Sign type Qty 2 1 Material Ref. page G%r.,. . • I D Gr .::T UUP1 7.3 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0�1" A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION kgi King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SIGNING DETAILS SHEET 2 PROJECT NUMBEItt 11-00839-2000 SIR. OF: DRAWING NUMBER UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION instructs facility usefs how;to safely conduct themselves when dear certain pote/Matly dangerous ducafronal dt ateslT c.�firty seis'about v nous aspects f the jdrastefreatinent process and usually takes re orrn of rtetpretive signage liscellaneous 3rlveys messages that are not described by any fake abpve Categories (A) Identification 60' (D) Instructional (E) Prohibitive (B) Directional 24' — d s (F) Safety (C) Informational 24' 18" 1' (G) Miscellaneous 18' I "lhenks� fQ! Reducing,:;. Reusing ands Recycling 24' I._' 4 y !•T UUP17.4 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D` DRAWING 0 �1" A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division fi'T'[}{ [K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SIGNING DETAILS SHEET 3 PROJECT NUMBER: 11-00839-2000 SFR. OF: DRAMNG NUMBER: O E 2 • 8 g DETAIL 1 ENTRANCE SIGN SCALE: NTS UUP17.1 UUP17.1 DETAIL 10 OVERHEAD LANES SIGN SCALE: NTS UUP17.1 + 4 L UUP1 7.5 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 —1- A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP.() REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SIGNING DETAILS SHEET 4 PROJECT NUMBER 11-00839-2000 SHE OF: ORMwn NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION �2"-- .J �.h { '+ w:lyR, R S, ✓ •i c : w'+,t h j-• J �`�}� ,ry N' + , z ti ,� . at'(�'S p.�r � ;-�` '�: q.xP - .'tt ! L � x._u.(y .}:y s.ss"i f-° y ,• _ C:k %. 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'r 1,}��4 r-uy.. \, '. 1,'F "! i.t ,:s� t ,S4L 543; ('( ':d 1:.� �'s'4 i �2�,. ' ..i 'S i- _.' b: r DETAIL 10 OVERHEAD LANES SIGN SCALE: NTS UUP17.1 + 4 L UUP1 7.5 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 —1- A OCT 07 UNCLASSIFIED USE PERMIT REV DATE CHK'D APP.() REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE PROCESSING/TRANSFER FACILITY SIGNING DETAILS SHEET 4 PROJECT NUMBER 11-00839-2000 SHE OF: ORMwn NUMBER: UNCLASSIFIED USE PERMIT (UUP) - NOT FOR CONSTRUCTION E WATER SYSTEM 'es SECTION 35, TOWNSHIP 23N, RANGE 4E C111 SURFACE WATER SYSTEM EXISTING RETAINING WALL A C082 WATER SYSTEM C099 WASTEWATER SYSTEM C112 SURFACE WATER SYSTEM EXISTING RETAINING WALL F CONSTRUCTION C083 WATER SYSTEM C113 SURFACE WATER SYSTEM EXISTING , RETAINING „,c„ WALL; B SOUTH SCALE ._ _ • § s�FACILffY ■ gx RETAINING WAIL M ++ RETAINING - c I..• WALL L sS• _ SOUTH -4PROCESSING AREA (SPA) EXISTING` RETAINING WALL D FUTURE PROCESSING • FACILITY , AREA I\\ EXISTING RETAINING WALL E NORTH PROCESSING AREA (NPA) CCEPUE I I PROPERTY 1 UNE, TYP RETAINING EXISTING RETAINING WALL .0 C117 SURFACE WATER SYSTEM 52, Without Comments p As Noted in Red p Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City ,-t-ndards. Acceptance is subject to errors and C118 Su :nlssions which do not authorize violations of adopted -; ndards and ordinances. The responsibility for the -dequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require;,a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: By: \yrs F1M51 TEM YSTEM ATER SYSTEM 40110 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 03. IS . [0 DESIGNED BC PLAN SITE UTILITY SYSTEMS SCALE: 1" = 100' v GENERAL NOTES 1. THE SITE WATER, WASTEWATER, AND SURFACE WATER SYSTEMS WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. MILESTONES AS NOTED ON INDIVIDUAL DRAWINGS. 2. THE SITE WATER SYSTEM IS LOCATED WITHIN THE HIGHLINE WATER DISTRICT. 3. THE SITE WASTEWATER AND SURFACE WATER SYSTEMS ARE LOCATED WITHIN THE CITY OF TUKWILA. 4. SEE DWGS C082 THRU C098 FOR THE SITE WATER SYSTEM. 5. SEE DWGS C099 THRU C110 FOR THE SITE WASTEWATER SYSTEM. 6. SEE DWGS C111 THRU C128 FOR THE SURFACE WATER SYSTEM. SCOPE OF PROJECT 1 - 2 INCH BACKFLOW PREVENTION ASSEMBLY 1 - 4 INCH BACKFLOW PREVENTION ASSEMBLY 1 - 10 INCH DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY WATER MAIN TYPE SIZE LF *HYDRANTS #SERVICES SIZE #VALVES SIZE DI RESTRAINED JOINT 10 -INCH 60 LF 6 2 3 INCH METERS 0 10 -INCH DI RESTRAINED JOINT 8 -INCH 975 LF 3 8 -INCH DI RESTRAINED JOINT 6 -INCH 370 LF 6 6 -INCH ESTIMATED COST - CONTRACTOR - ATTN: - STATE LICENSE# - ADDRESS - CITY - CITY LICENSE # - STATE - ZIP - PHONE - WATER MAIN TYPE SIZE IF VALVES SIZE DI RESTRAINED JOINT 4 -INCH 545 LF 1 4 -INCH PVC LESS THAN 4 -INCH 1200 LF 3 LESS THAN 4 -INCH DRAWN AG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A 3/18/10 IKS KRH ISSUED FOR PERMIT — CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division R'/flE [K An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE UTILITY SYSTEMS AND KEY MAP PROJECT NUMBER: C00405C09 SHE. OF: 1 18 DRAWING NUMBER: C081 SSUED FOR PERMIIT - NOT FOR CONSTRUCTION s J' .2 s EXISTING -, 12 -INCH C-= A= tiv;wilb• E! c C■ 3 e SD kitr . V i • 0 EXISTING 4-INCH"t)I LA" -1W-42i EXISTING RETAINING WALL A -:? ,TTI SECTION 35, TOWNSHIP 23N, RANGE 4E 77 O !7 w EXISTING ate— — 12 -INCH DI `b. -w---W---Wf�--w---W—' —w— w-- --w—-w---W-----W---W—, _f EXISTING �D8-INCH DI SD — — —gyp— — — SD — — — SD WMA1 B -INCH DI PROFILE ,WA -A (RJ) --__4-INCH DI PROFILE WA -D (RJ) PIPE TRENCH DETAIL, TYP P. 4__ e —SD---SD---SD---SD—SD---SD— - -- — 3 -- -f— EXISTING — -� ,y Ji 6 -INCH DI (RJ) PW 4 -INCH DI PROFILE z (RJ) (RJ) Aft r wi 8 -INCH DI PROFILE -- WA -A IRJ) A SD 2 -INCH PVC PROFILE WA -F -FUTURE CONNEC 3 SD - •--I''.o_ --- Its!► 7 RETAINING WALL •B '-- - �SD -SD SD S L}r— SD SD-- SD E TING ELECTRICAL E. SS 'SOUTH SCALE FAF —ss 11.4- 16r. l -"' ('- F --go. n9TE1 1 L■ 2 -INCH / /PVC PROFILE ,r WA -H r' / \ BPA1 r // / HOT LOAD PAD aJ HRW-S-100-1.5 HT -12' 4 -INCH DI PROFILE WA -H (RJ) s HRP -R-100-1.5 HT 1 s° Mho -P. '1 2 -INCH PVC PROFILE WA E ll FUTURE SCALE HOUSE • \i e — SS SS ss ,� ss \ HRW-T-100-1.5 HT -13 RETAINING WALL 'M FOOTING RETAINING WALL M\' \ I \ ss_— ---`0 sS s, os \0s SS. SS- SS 2 -INCH PVC -PROFILE WA -H D 1 S SO ss Sys SS\ MEMO Ss HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE _, HRW-U-100-1.5 HT -1414 MATCH LINE - SEE DWG C084 \o CONSTRUCTIQN _.� LIMITS, TYP ,..«%' ,7.7•'iii/'�7,71/�'•%1l/ '!.%/777 7;47: JT 771i77/7771iZI — / EXISTING - c td� 12 -INCH DI. — —w---w--w---w—___‘7.1-2,.._w---w— / � — EXISTIN - 8=INCH DI 401. ROAD A — 8 -INCH DI (RJ) ! 0.j 6 -INCH DI os�\ ' . HA1 NNti, 0 :!., 4 s.//I so Ati PLAN SITE WATER SYSTEM SCALE: 1" = 20' i EXIST1NG RETAINING WALL F \-= LA \\. \ \, a °s RETAINING WALL L FOOTING RETAINING WALL L SD SD— i.1/4-INCH PVC PROFILE: WA -P "� 1-1/4 INCH PVC / PROFILE WA -V. 1 -INCH PVC / PROFILE WA -0 N 4 -INCH DI PROFILE WA -P (RJ) GENERAL NOTES 1. THE SITE WATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. MILESTONES AS INDICATED ON KEYED NOTES. 2. EXISTING AND NEW SITE WASTEWATER AND SURFACE WATER UTILTOES SHOWN FOR REFERENCE. FOR WASTEWATER AND SURFACE WATER URUTIES, SEE DWGS C099 THRU C110 AND C111 THRU C128 RESPECTIVELY. 3. 4. 5. 6. SEE DWG C086 THRU C090 FOR SITE WATER SYSTEM PIPE PROFILES. SEE DWG C098 FOR WATER EQUIPMENT SCHEDULES. SEE DWGS L121 AND L122 FOR IRRIGATION PLANS. SEE DWGS C093 THRU C097 OR APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. 7. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. KEYED NOTES 3100 UTILITY YARD HYDRANTS (UYH) 1 AND 2 WILL BE PROVIDED WATER THROUGH THE TRANSFER/TSO BUILDING NON -POTABLE WATER SYSTEM. SEE DWG M112 FOR TRANSFER/TSO p BUILDING SERVICE ENTRY LOCATIONS. ' FOR MILESTONE 1, INSTALL TEMPORARY BLOW OFF ASSEMBLY V� IN ACCORDANCE WITH HWD REQUIREMENTS. SOUTH PROCESSING / AREA Q� (SPA) � S Gr. N UYH2 2 -INCH. PVC ) PROFILE WA -R RECYCUNG \ BUILDING \ ' 1 -INCH PVC PROFILE WA -R uRETAINING WALL K FOOTING RETAINING WALL K _ o ae (. SS 5 / / 2 -INCH PVC PROFILE WA -W l SS VSs 0 -INCA DI PROFILE WA -K (RJ -41411 ++ hI O5 PROVIDE BPA SIZED FOR 4 -INCH DI PIPE. a © INSTALL 3 -INCH WATER METER ASSEMBLY IN ACCORDANCE / WITH HWD REQUIREMENTS. ( SEE DWG M301 FOR SCALE HOUSE BUILDING SERVICE ENTRY rr LOCATION. l ■ FOR MILESTONE 2, REMOVE EXISTING TEMPORARY BLOW OFF J ASSEMBLY AND CONNECT SITE WATER SYSTEM PIPING AND EQUIPMENT AS INDICATED. INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL FIRE SERVICE UNE MUST HAVE A MINIMUM OF FOUR (4) FEET OF COVER. A p .1: D, © SEE DWG M401 FOR RECYCLING BUILDING SERVICE ENTRY LOCATION. 1 O PROVIDE HEAT TRACE. SEE DWG M012 FOR HEAT TRACE SCHEDULE. 1�( 6 -INCH DI PROFILE T ' WA -K (RJ)( UTILITY KEY MAP SCALE: NTS 20 0 20 40 1 "=20'-O" Feet Scale 03"te"I0 DESIGNED • DRAWN BC AG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ftVJi E CK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206)695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PLAN PROJECT NUMBER: 000405C09 2 18 DRAWING NUMBER: C082 0 0 ISSUED FOR PERMIIT - NOT FOR CONS 7777'2 /// EXISTING 10 -INCH DI 77%''1'77 7/7/ —w A10+ai coo co 3l 0 W W CO W Z J ktik EXI ING RET INI G -yam WALL F 8 -INCH `\ DI (RJ) - EXISTING : 12 -INCH DI — -- -- —� —-----_^ - w-- -w---w---w \�-w---w---w--Aip-o 'w -w-- w---- �-----w—• — A" 0 i EXISTING RETAINING WALL A '7 7/ SECTION 35, TOWNSHIP 23N, RANGE 4E CONSTRUCTION UNITS, TYP. --` �3 As] 'A♦S�J AA% A9: ASS Ah 31CI !.1>t *432 11;y t•- -- _..sem- "�`ea::�. --1'47 01..e _ rte, m ® A EXISTING -'4-INCH DI ROAD A .44 EXISTING 12 -INCH DI -`"y*y^ 47,44 wrairip, 2- I I HH PVCV 41 PROFIL WA -R Alkir .4 -INCH DI PROFILE WA41 10 -INCH DI PROFILE --•WAJ [RJ) 0 POC Q • A 41, A • -6'--INCH DI PROFILE WA -K (RJ) I ft/ SD 4-IEIi DIPF FIO LE Sri �H � WA -L (RJ) ,-=-- PIPE TRENCH DETAIL, TYP ©ti' IMF - -cam) Alk A I \ FHA2 FDC FUTURE FDC ®- 7 • DCDBPA m Ao atuik oL POC DETAIL FDC -PN ARRANGEMENT SCALE: NTS MINN =MI HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 03.18.10 DESIGNED BC o f. 4 /4 PN FUTURE MAINTENANCE. BLDG 0 PIV TRANSFER/ TSO BLDG FIN FW - '1 Le r TRANSFER/TSO BUILDING WMA2 MATCH LINE - SEE DWG -0085 PLAN SITE WATER SYSTEM SCALE: 1" = 20' DRAWN AG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0�1" A 3/18/10 IKS KRH ISSUED FOR PERMIT — CRY OF TUKWILA FIRE- MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION 275 irk Allk yo 0 1-I-rT-' 1111 •111 Lig King County Department of Natural Resources and Parks Solid Waste Division EXISTING 8 -INCH DI -,-,------------4, �. \ FIT'\` \` \S / \3\ 011 ;$-INCH DI (RJ) N \ '\ �''� • \\s . 6-INCH\DI \ / <,.' rI /\ • •50 A114‘' � r\,/( / fi 61' / NORTH PROCESSING AREA (NPA) 111 2'p • EXISTING 12 -INCH . DI DOSTING RETAINING WALL.D \ \ \\7y EXISTING \ ELECTRICAL \SO\\ L-'-'------\---,_ .�\\ \'/ Ih 111042 F [K An SAIC Company i i Sq_ S R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 a / f ',EXISTING i / 6 -INCH DI ./.7'// / ',EXISTING RETAINING /WALL C GENERAL NOTES 1. THE SITE WATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. MILESTONES AS INDICATED ON KEYED NOTES. 2. EXISTING AND NEW SITE WASTEWATER AND SURFACE WATER UTILMES SHOWN FOR REFERENCE. FOR WASTEWATER AND SURFACE WATER UTILMES, SEE DWGS C099 THRU C110 AND C111 THRU C128 RESPECTIVELY. 3. SEE DWG C086 THRU C090 FOR SITE WATER SYSTEM PIPE PROFILES. 4. SEE DWG C098 FOR WATER EQUIPMENT SCHEDULES. 5. SEE DWGS L123 AND L124 FOR IRRIGATION PLANS. 6. SEE DWGS C093 THRU C097 OR APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. 7. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. KEYED NOTES 0 SEE DWG M112 FOR TRANSFER/TSO BLDG SERVICE ENTRY AND FIRE DEPARTMENT PC AND PIV ASSEMBLIES FOR TRANSFER/TSO BLDG AND FUTURE MAINTENANCE BLDG POINTS OF CONNECTION. O FOR MILESTONE 1, INSTALL TEMPORARY BLOW OFF ASSEMBLY. O FOR MILESTONE 2, REMOVE EXISTING TEMPORARY BLOW OFF ASSEMBLY AND CONNECT SITE WATER SYSTEM PIPING AND EQUIPMENT AS INDICATED. ® INSTALL DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY (DCDBPA) PER HWD STANDARD DETAIL 16. O INSTALL 3 -INCH WATER METER ASSEMBLY IN ACCORDANCE WITH HWD REQUIREMENTS. ® MAINTAIN MINIMUM 50 FEET DISTANCE BETWEEN FIRE HYDRANT AND BUILDING. @ PN FOR FUTURE MAINTAINANCE BLDG TO BE LOCKED CLOSED. SEE DWG M112. ® FUTURE FDC TO BE CAPPED 12 INCHES BELOW GRADE. SEE DWG M112. INSTALL FLEXIBLE MARKER AT THE CAP LOCATION AND LABEL WITH PIPE DEPTH, SIZE, AND MATERIAL. UTILITY KEY MAP SCALE: NTS 20 0 20 40 1 '=20'-0 I — — Scale Feet BOW LAKE RECYCUNG AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PLAN PROJECT NUMBER: CD0405C09 SHT. OF: 3 18 DRAWING NUMBER: C083. ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION s-. �� T8-INCHNCH :D� s' \PROFILE So 4 -INC I� sD WA -A (RJ);o- k D1 �� .PROF/ \ WA -D A (RJ) 11 6 -INCH DI (RJ) yo PW 47 \ \ `\moi MATCH LINE - SEE DWG C082 ss\ SD S 8 -INCH DI PROFILE C WA=B (RJ) PwtPW • • PR IL DI PROFILE ,`,••a� WA -D (RJ) N. I i `PIP,��lR%yea / \ �\ a 7 T3 It , \i: TRAILER YARD EAST TRUCK PAD / \.\ A ;J1 -- SO FUTURE FUTURE PROCESSING FACILITY WATER FACILRY AREA 250 N0. 2 245 ?.40 -'z • ss SS\ SS SECTION 35, TOWNSHIP 23N, RANGE 4E A TRANSFER TRAILER YARD So A _9* SD \ SD \ \ S PW�T PIPE TRENCH Cpyy� DETAIL, TYP HRP -V-100-1.5 HT -15 a° "p • -2-INCH PVC r.-, 3 --PROFILE WA U, PWS_\ Tog PW 1111 \ HRP -W-100-1.5 HT -16 S PW S SO0 • -- E '7 SD SD pN� S S 8 -INCH DI (RJ) 9 S D j N ! N 0 �\\� / 8 -INCH DI PROFILE 0j, */ \\ 0, WA -B (RJ) Ake S. \ o HRP X 100 1.5 HT -17 / $s I • /FUTURE 0 I FACILITY WATER CONNECTIONS I NO. 3,4,&5 SD PW D AIIIMW \I it irj WALL J RETAINING ; � SS FUTURE RETAINING : I J FOOTING MAINTENANCE WALL BLDG I 43 J �yo 4.: A so S • SD So V SD MI! GQ xgr —ss `ss ss / o" Z`.)C' �lr i• / . . -0 sl'� ✓ ���� r -- —SDS I'i� / i S SD _ — �.._ SD SD /� ' IFETA ISTING,, /.,i AINING/ //.1 __________ .______ 11_7:7_ _ ' LL C / / ~ - t_' __ .-_..__.__'--__ -'""_- % .,/�� -.--- /� i -- , / A SSD S0 s• / / SD SD SD i GENERAL NOTES 1. THE SITE WATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. MILESTONES AS INDICATED ON KEYED NOTES. 2. EXISTING AND NEW SITE WASTEWATER AND SURFACE WATER UTILITIES SHOWN FOR REFERENCE. FOR WASTEWATER AND SURFACE WATER MIMES, SEE DWGS C099 THRU C110 AND C111 THRU C128 RESPECTIVELY. 3. SEE DWG C086 THRU C090 FOR SITE WATER SYSTEM PIPE PROFILES. 4. SEE DWG C098 FOR WATER EQUIPMENT SCHEDULES. 5. SEE DWGS L121 AND L122 FOR IRRIGATION PLANS. 6. SEE DWGS C093 THRU C097 OR APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. 7. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. KEYED NOTES O CAP WATER LINES. MARK LOCATION OF END CAPS FOR FUTURE USE WITH UT1LItY MARKER POST INDICATING PIPE INVERT, DIAMETER, MATERIAL, AND WATER TYPE - FIRE PROTECTION, NON POTABLE, OR POTABLE. O FOR MILESTONE 1, INSTALL TEMPORARY BLOW OFF ASSEMBLY. O FOR MILESTONE 2, REMOVE EXISTING TEMPORARY BLOW OFF ASSEMBLY AND CONNECT SITE WATER SYSTEM PIPING AND EQUIPMENT AS INDICATED. COORDINATE CONNECTION TO EXISTING SYSTEM WITH HWD. ® INSTALL FIRE HYDRANT ASSEMBLY PER HWD STANDARD DETAIL 9. FOUR (4) FEET CLEAR AROUND FIRE HYDRANT MUST BE UNOBSTRUCTED AND LEVEL. FIRE SERVICE UNE MUST HAVE A MINIMUM OF FOUR (4) FEET OF COVER. OS PROVIDE BPA SIZED FOR 2 -INCH PVC PIPE. © PROVIDE HEAT TRACE. SEE DWG M012 FOR HEAT TRACE SCHEDULE. O LIGHTWEIGHT BACKFILL SHALL BE USED IN TRANSFER TRAILER YARD AREA AS WELL AS AREAS WHERE REFUSE HAS BEEN DETECTED. CONSULT WITH PROJECT REPRESENTATIVE. HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER DATE PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED BC PLAN SITE WATER SYSTEM SCALE: 1" = 20' 14•41. - UTILITY KEY MAP SCALE: NTS 1 =20 -0 20 0 20 40 Scale Feet DRAWN AG VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0�1" A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division HIVJII F [K An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206)695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PLAN PROJECT NUMBER: C00405C09 SNR. OF: 4 18 DRAWING NUMBER: • C084 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION i BCHARUSH Mor 1B, 2010. — 2:33pm — :\Seattle\11-00839-20000 Bow Lake TRS Expansion Project\Data and AnmMleal\CADD\Other Perm's\Ste Water System Permit Dwgs\Faa1F_C085—Ste Water System Plan.dwq 1 eo • I / /SD i - SOT Z ---SS f. A i = SS IMAM SECTION 35, TOWNSHIP 23N, RANGE 4E MATCH LINE - SEE DWG C083 MIN MINN 1111111M QI 'O I 1^ „EXISTING RETAINING WALL -EXISTING TIE BACK, GENERAL NOTES 1. THE SITE WATER SYSTEM WILL BE CONSTRUCTED IN TWO PHASES -- MILESTONE 2 AND MILESTONE 3 -- TO PROVIDE FOR CONTINUOUS OPERATION DURING PROJECT CONSTRUCTION. 2. EXISTING AND NEW SITE WASTEWATER AND SURFACE WATER UTILITIES SHOWN FOR REFERENCE. FOR WASTEWATER AND SURFACE WATER UTILITIES, SEE DWGS C099 THRU C110 AND C111 THRU C128 RESPECTIVELY. 3. SEE DWG C086 THRU C090 FOR SITE WATER SYSTEM PIPE PROFILES. 4. SEE DWG C098 FOR WATER EQUIPMENT SCHEDULES. 5. SEE DWGS L121 AND L122 FOR IRRIGATION PLANS. 6. SEE DWGS C093 THRU C097 OR APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. 7. ELECTRICAL CONDUIT LOCATIONS SHOWN ONLY FOR MAJOR RUNS. SEE DWGS E030 AND E031 FOR ALL ELECTRICAL CONDUIT LOCATIONS. KEYED NOTES ()CONDUCT FLOW AND RESIDUAL PRESSURE TESTS USING 3 FLOW RATES TO BE DETERMINED BY HIGHUNE WATER DISTRICT AND/OR THE CITY OF TUKWILA FIRE MARSHAL. COORDINATE WITH HIGHUNE WATER DISTRICT AND THE PROJECT REPRESENTATIVE. DELIVER THE PRINTED RESULTS BASED ON THE TESTS AND AS WITNESSED BY HWD AND/OR THE CITY OF TUKWILA FIRE MARSHAL TO THE PROJECT REPRESENTATIVE. PROPERTY UNE, ----..-___-- TYP _ __.---- --- 411tip HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED BC PLAN SITE WATER SYSTEM SCALE: i" = 20' i/ // 7//://--;//7. 11 1! 1 lli !i I. /�'; I ! / • 20 1'=20'-0" 0 20 40 Scale Feet DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A 3/18/10 IKS KRH ISSUED FOR PERMIT — CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION L41 King County Department of Natural Resources and Parks Solid Waste Division ir* ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206)695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PLAN PROJECT NUMBER: • C0D405C09 SRL OF: 5 18 DRAWING NUMBER: C085 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION BCIiARUsH Mar 18, 2010_— 2.33pm —r R:\Seattle\I1-00839-20000 Bow. lake MRS Expansion Project\Data and Arwytical\GADO\Other Perm is\Site Water System Permit Dwgs\FacilF_C086—Ste Water System Profle.dwy 'CONNECT TO £XISTIN 1 12"0 SD,: PROFI . SD I 1 /88�TEE 'TQ:FHA7 7 7 .... . 7 NI7NA77...WALE-1/4:--.-----:7777-77-77.-77 -77- 77.. fro WA,.... 1 ......... j ..... 12"0 ISO, I PROFILE: WA -H PROFILE: SD -G . I EXISTING GRADE : F r { )1:25 RUIN : VERTICA 31 LF 8"0: DI LF 41 0+00 PDV - J 20- I PDV 2.0' PDV _2:0' 8'0 ;DI I 1+00 133LF $'0 D1 I PDV PDV: : .... • 2:0' • TO WA -B::: 13 8.0: D1 PROFILE WA -A SCALE: HORIZ 1" = 20' VERT 1" = 10' C082 0084 2+00 3+00 280 270 260 250 240 230 GENERAL NOTES 1. PROFILES NOT PROVIDED FOR FIRE HYDRANT ASSEMBUES. SEE HWD STANDARD DETAIL 9 AND DETAIL 5, DWG C091 FOR INSTALLATION REQUIREMENTS. 2. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S PRINTED RECOMMENDATION. 3. ELECTRICAL AND TELECOM CONDUIT CROSSINGS NOT SHOWN IN PROFILES. KEYED NOTES O MAINTAIN 18 -INCH MINIMUM VERTICAL SEPARATION BETWEEN WASTEWATER AND WATER PIPES. 0 INSTALL 2 -INCH BLOW -OFF ASSEMBLY AT LOW POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 11. LOW POINT DETERMINED IN THE FIELD IN COORDINATION WITH THE HWD INSPECTOR. O INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 15. HIGH POINT DETERMINED IN THE FIELD IN COORDINATION WITH THE HWD INSPECTOR. TEE TO: FHA7/88 -J - • VALVE 45'; :22.5' MID HORIZONTAL 11:25': FITTINGS 0 •WA_A • 2°0 SD; PROFILE SD -IJ 8 m: sk, 20: LF PDV 8'0 'DI I 12"0 :SD,: PRIDFILE: SD=M 8'10:.SS;_P F1LE_16N_E.__ I ::TEE TO:FHA6I... 1......... VALVE i 77.7_7... . --___ ' GRADE 1270 :SD,: PROFILE: SD=L PROFILE :',W -B GRADE11 - : I- '- : t.-. .....177777- .. i 77777/.7777-7 7 .... 86 " :CONNECT TO: EXISTING PNEUMATIC LIN CROSSING 22.5' :AND 11.25': FITTINGS 1-43-RIZONTAL j 0: ! 8" ' SS 'PROF 365 !' 8"0DI 1 - - - 7777 - 7777 - _____t. t. 7 7 7 7 ... 7 7 7.7. 7 777 �{--- 77 ;77- 777+777777-177 ........ ; 7 7 7 7.. I I I j 1— i 2�7.LF 80:D1......� 77{77- I --�--7777 -i - --- --C7777--7777 I (ISANG :24"0 SD - j ......... 0+00 1+00 2+00 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED. BC 3+00 PROFILE WA -B SCALE: HORIZ 1" = 20' VERT 1" = 10' C084 4+00 270 260 250 240 230 220 10 5 0 10 20 1"=10'-0" I l Feet 20 40 Feet Scale 20 0 1"=20'-0" I — Scale DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A 3/18/10 LKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION Li! King County Department of Natural Resources and Parks Solid Waste Division ilw )tai An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PROFILES PROJECT NUMBER: C00405C09 SHT. OF: 6 18 DRAWING NUMBER: C086 SSUED FOR PERMIIT - NOT FOR CONSTRUCTION 290 280 270 260 250 240 230 290 280 270 260 250 240 :ON :T 8(1811;16 1 TEE 1 ' • 1 1 • • WMA 6� WA, FHAB ... FINAL ... GRADE . 1 5 • • CONNECT •TO WA -F ! ......... OFILELSD+F 11.2:FM1NG :CONNECT Tp WA -.H i1 I 1 I :25 1FITTING. . ' VERTICAL • EXISTING GRADE • • I ... B� WA, PROFILEi WA A PDV • • •PDV 16: LE 40 DI VA L. .... ......... • • •2.0' • 177777 68: LF 4"93 DI 7:77.-7:7:kg-7.777:71-7777---1-77-7-2T6. 13DV PDV 3LF 4111DI ;FUTURE MOTs(I WATER CONNECTIONNO. 2. • • 6 TEE' • • • ._.• • 71 • • • • • CONNECT TOIWALI. : H : : : ..... : 290 280 270 — 260 _17'10! cD TROFILciD_G TTHT 50: LF 1 40 • 111 IF CO: DI 1 .85 IF I ..40: DI ' PDV ..... . -7- '177777-7 T:- 250 — 240 38: L : I:::: r 0+00 1+00 2+00 PROFILE WA -D •SOUTH SCALE A TE CONNECT TO 141A4) :F.APIU1Y P.D.NNOTION SCALE: HORIZ 1 = 20' VERT 1" = 10' 290 ---- 280 11 11E. • ' -CONNECT TO. WA E FINAL ;GRADE J VALVE 270 - 260 ... STING. — 250 1201 LF 21'0 IPVC * 24 LF PVC 0+00 1+00 PROFILE WA -F SCALE: HORIZ 1" = 20' VERT 1" = 10' HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 03 . le .10 DESIGNED BC 240 280 270 260 250 240 230 C082, C084 3+00 230 290 280 270 260 250 GENERAL NOTES 1. PROFILES NOT PROVIDED FOR FIRE HYDRANT ASSEMBLIES. SEE HWD STANDARD DETAIL 9 AND DETAIL 5, DWG C091 FOR INSTALLATION REQUIREMENTS. 2. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S PRINTED RECOMMENDATION. 3. ELECTRICAL AND TELECOM CONDUIT CROSSINGS NOT SHOWN IN PROFILES. KEYED NOTES 0 MAINTAIN 18 -INCH MINIMUM VERTICAL SEPARATION BETWEEN WASTEWATER AND WATER PIPES. ® INSTALL 2 -INCH BLOW -OFF ASSEMBLY AT LOW POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 11. LOW POINT DEILNMINED IN THE FIELD IN COORDINATION WITH THE HIND INSPECTOR. 0 INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 15. HIGH POINT DETERMINED IN THE FIELD IN COORDINATION WITH THE HIND INSPECTOR. TEE • :1 1\ CONNECT TO WA -F • I ....... VALVE FvtiAJTFUER REc:F0ANONIOEclYilo:11.• N. 0. . • • ...... ..... . . I. ... OWE! .... EXISTING :GRADE • ...... 30tFr 2"0 PV nis ss,: PROFILEIWW-',L 0+00 PROFILE WA -E SCALE: HORIZ 1" = 20' VERT 1" = 10' 290 280 270 260 250 TEE • 1: A CONNECTTo WA -A1 ::BPA/ TE 29 1 4 CONNECT _13.11.10, 1 PROFILE' TO: HRP-AH1:00-. .6 45. 122.51 :AND :11:.25': FITT1NdS WA -Al : ;FITTING • 8 HORIZONTAL I . I ! I I 1 I ' 'TEE ' - - • I 1 _1. .... ......... 1 . :CONNECT IIITO HRW4S; OO- II1'5 --177.-77----1------1------------- .... 1 280 • I-- 270 CONNECT :TO HRW-U-100-1.5 FONNECI TO HRW-T-.1.00T 5 1 --- 260 PDV I -. — 27 IF 40 DI 1 20 2'O. PK EXISTING -7*-77-41WD17. • 45 •LF I 20. PVC. • LF • I — _ 75LF 2"0 PVC 20 PVC -r — / ! 02if • I 2r0. PVC 0+00 1+00 PROFILE WA -H SCALE: HORIZ 1" = 20' VERT 1" = 10' 1 2+00 3+00 10 20 20 1"=10'-0" 10 5 0 1 =20 -0" ) — — Scale Feet 0 Scale 250 240 230 20 40 Feet DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "Er DRAWING 0 1" A 3/18/10 IKS KRH ISSUED FOR PERMIT - cm' OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP.!) REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PROFILES PROJECT NUMBER: C00405C09 SHT. on 7 18 DRAWING NUMBER: C087 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION 4 Fac1F CO88—Ste Water 0 E ga .Y 2 3 g 0 300 290 280 270 260 250 300 290 280 270 260 250 240 CONNECT TO EXISTING:: J'5 22.5' VERTICAL FITTING )C-DBPA- 300 - 290 - FINAL ::GRADE 22.5' :FITTING2 VERTICAL : 1 . 2 45' FITTING DUSTING GRADE HORIZONTAL, :::: 45' :FITTING: HORIZONTAL : 280 — _• 270 I � -*up ---- 260 6 LF iQ"P: DI 35 LFI 10"0 :01, ...... . I 7:CF..: 10 6: DI : 0+00 PROFILE WA -J SCALE: HORIZ 1" = 20' VERT 1" = 10' 250 CONNECT :TO EXISTJNG: 2 22.5' :VERTICAL: FITTING 1-2"4-59; PROHLE3 �-V------ I 22:5' : FITTING2' VERTICAL 300 �— — 290 .:FINAL1G.O.Aa 11-15'. FITTING NQRIZONTAL . I WMA2 280 -- 260 23 •LF I--6 IF- 1+00 0+00 PROFILE WA -L SCALE: HORIZ 1" = 20' VERT 1" = 10' 240 300 290 280 270 260 250 240 230 290 280 270 260 250 I � I I I I I I POINT: OF: : CONNECTON ICY D 5MING ORIZONTAI WA; PROFILE IWA-R 1 h/4"0WA;'1 FILE WAP 1 —-RWEFAM41NG FUTURE :FACILITY : MILESTONE 3i 2 WATE12: CONNECTIO No.:5 _-__pug OF CONNECTION _ . 22;5': F(TTIN :YERiiCA FINAL GRADE 12'o: 5D; :PROFILE .SD=C -� " '' RETAIN NG WALL: K 6"0 :SS,: PROFILE: WW i 300 290 I......... 280 4' . 0 ON -722:5'--1FiTNNC RETAINING: WALL .J.. . —1-- - -1 _ • -- 3L 6'0 DI 2,0' 1 :.. • 2;0 PDY I :::: PDV 1 LF I i...03:DI j........., EXISTING GRADE 47 LF '0 DI I -+ --- - -- -- I_-__ — ........ F:::: ..... 66901 - DI 6"0 DI 6"0 DI 0+00 TEE :: : CONNE9 TO WA -.R L A UYI-1 RETAINING 8:� ....... PyG 0+00 PROFILE WA -0 SCALE: HORIZ 1" = 20' VERT 1" = 10' HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 03. I6. ID DESIGNED BC DRAWN cw 290 280 270 260 250 CO 2✓ ,983 1+00 PROFILE WA -K SCALE: HORIZ 1" = 20' VERT 1" = 10' 1 1 C082, C`� C084 2+00 270 260 250 240 230 GENERAL NOTES 1. PROFILES NOT PROVIDED FOR FIRE HYDRANT ASSEMBLIES. SEE HWD STANDARD DETAIL 9 AND DETAIL 5, DWG C091 FOR INSTALLATION REQUIREMENTS. 2. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S PRINTED RECOMMENDATION. 3. ELECTRICAL AND TELECOM CONDUIT CROSSINGS NOT SHOWN IN PROFILES. KEYED NOTES 01 SEE DWG M112 FOR TRANSFER/TSO BLDG SERVICE ENTRY AND FIRE SERVICE POINTS OF CONNECTION. INSTALL 2 -INCH BLOW -OFF ASSEMBLY AT LOW POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 11. LOW POINT DETERMINED IN THE FIELD IN COORDINATION WTTH THE HWD INSPECTOR. 0 INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 15. HIGH POINT DETERMINED IN THE FIELD IN COORDINATION WITH THE HWD INSPECTOR. 10 5 0 10 20 1"=10'-0" 1 Scale Feet 20 0 20 40 1 =20 -0 Scale Feet VERIFY SCALE BAR IS ONE INCH ON A ANSI "D" DRAWING 0 " REV 3/18/10 IKS KRH ISSUED FOR PERMIT — CFTY OF TUKWILA FIRE MARSHAL DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division RhlNu]ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PROFILES PROJECT NUMBER: C00405C09 SHT. OF: 8 18 DRAWING NUMBER: C088 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION BCHARLISH Mar 18, 2010'— 2:34pm — R:\Seattle\I1-00839-20000 Bow Lake TRS Expansion Project\Data and Analytical \CABO\Other Penis\Site Water System Permit Dwas\FeCOF_C0B9—Site Water System Profile.dwa MILESTON :3 I POINT:OF1CONNECTION I — POINT OF- CONNECTION 24 TEE 61 CONNECT :TO :WA I �2 5' FITTING{ HORIZONTALI 1 /. 6 0 WA .I::::.::2' /PROFILE WA -K 1 WA NING •FINAL i I %22 18"0 S; :: PROFILE ! SD=E GRADE •• • • • 22.5 ! FITTING — — — HORIZONTAL WA PR FILE: WA -R:+......... $7 LF 4"p: DI .91:LE: 1 /4"0 :PVC 290 1— 280 :RECYCLING BLDG . 1 '-.-:--:. 270 1 8"0 SS, • PROFILE WN -1A• 19 LF /4"0 :PVC �I 0+00 1+00 PROFILE WA -P SCALE: HORIZ 1" = 20' VERT 1' = 10' n C082, C083 2+00 POINT OF i 60 CONNECTION I 1 yes WA, I � — ROFILE WA -R -- 77 MILESTONE!3 i POINT OF ¶ONNECTION TEE CONNECT•TO WA -0 1 T • — t --j-----{----7- ... :...-:. CONNECT TO' WAI W I 1 31\ +IM -I ...... I •i-EXISTIN(; -777777 /-•...j. . 1 / I r^-... GRADE I -SLI • GRAD gg 0 WA; PROFILE WA -K 1 1"0 WA; : PRO IX WA -V J. 1 64 LF ' 1 2"0 PVC 142 LF' ' 2-0 PVC I I 'PROFtILE :SD=O 90' FITTING HORIZONTAL 1 6"0 'SS,:: PROFILE: WWHE 18"0_ Di_PROFILE SD -E 270 290 -- 280 --6. LF--, 260 — 250 0+00 1+00 PROFILE WA -R SCALE: HORIZ 1" = 20' VERT 1" = 10' I-} COV.,383 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED BC 2+00 240 260 250 240 GENERAL NOTES 1. PROFILES NOT PROVIDED FOR FIRE HYDRANT ASSEMBLIES. SEE HWD STANDARD DETAIL 9 AND DETAIL 5, DWG C091 FOR INSTALLATION REQUIREMENTS. 2. AU. PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S PRINTED RECOMMENDATION. 3. ELECTRICAL AND TELECOM CONDUIT CROSSINGS NOT SHOWN IN PROFILES. KEYED NOTES 0 SEE DWG M112 FOR TRANSFER/TSO BLDG SERVICE ENTRY AND FIRE SERVICE POINTS OF CONNECTION. 0 MAINTAIN 18 -INCH MINIMUM VERTICAL SEPARATION BETWEEN WASTEWATER AND WATER PIPES. Q3 INSTALL 2 -INCH BLOW -OFF ASSEMBLY AT LOW POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 11. LOW POINT DETERMINED IN THE FIELD IN COORDINATION WITH THE HWD INSPECTOR. ® INSTALL 2 -INCH COMBINATION AIR VALVE AT HIGH POINT OF WATER SYSTEM IN ACCORDANCE WITH HWD STANDARD DETAIL 15. HIGH POINT DETERMINED IN THE FIELD IN COORDINATION WITH THE HWD INSPECTOR. 20 0 1"=20' -0" , 1"=10' -0" Scale 10 5 0 20 40 61 Scale Feet 10 20 Feet DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A 3/16/10 IKS KRH ISSUED FOR PERMIT - CRY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION 1111 King County Department of Natural Resources and Parks Solid Waste Division ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM PROFILES PROJECT NUMBER: 000405009 SIR. OF: 9 18 DRAWING NUMBER: C089 SSUED FOR PERMIIT - NOT FOR CONSTRUCTION 290 280 TEE •• CONNECT TO WA -D 270 - . • 260 250 240 230 290 280 1 4S-ANDi22 S.:F1T TIN S I I 1 I I TEE • HORIZONTAL 12" SD : PROFILE 11"0 SD PROFILE:SD \i8"0 SS, CONNECT TO HRP ;V-100-1.5 I 90' FITTING HORIZONTAL 11.25': FITTING !PROFILE WW .. 777 -7171.7777 -77 - G ;HORIZONTAL i I I CONNECT: TO HR -P4 290 280 100 tb..� -270 1 74 IF 2°0 PVC ---.-:: 1177777774 . t. I TEE FINAL GRADE "CONNECT TO -IRP. - 1 11 1 0 LF 2"0 PVC I 11: -EXISTING GRADE..... ..i.. ..... -90 LF• 2'0: Ike -yr--T ....... ........ "0 PVC 260 250 i 240 230 0+00 1+00 2+00 PROFILE WA -U SCALE: HORIZ 1" = 20' VERT 1 = 10' TEE CONNECT: TO WA -P i ; I I I I ' r..........• I ..22.5' FITTING..... • 615 'SS, 1: j VERTICAL ''0 PROFILE' WW 'E 1214. So; :PROFII;E:SD-:C . . .. r2"4 YJA,�PROFILE:WAR I I 270 --:------- 260 250 240 6"0 SS, PROFILE WW-,} •..... 290 290 -- 280 22.5' fITT1N VERT CAL .. i FINAL' I GRADE 1 1 FUTURE: FACILITY WATER: CONNECTION NO.: 4: 4- 1 EXISTING GRADE -- --- ' 280 3+00 RETAI ING: WALL :K ' 6"0 S, PRO TLE WW -J 26 . I . 22.5` :FITTING ....... -I CONNECT TO WA -R : I VER11 AL TEE " 270 270 -:-: -- 260 260 --- 250 250 1131.LF 1 /4"0: PVC 35:LF:::! I 1/470 :PVC � 4 LF 1/4"0 PVC 0+00 PROFILE WA -V SCALE: HORIZ 1" = 20' VERT 1' = 10' 1+00 2+00 C08`J84 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 03.1$.10 DESIGNED BC 240 240 L- - 1 •12 0 Sp PROFILE iSD-C FINAL �GR_ADE� 22;5'i FITTING • VERTICAL --.7-117 �RFAiNING: WALL:) .. FUTURE :FACILITY .... WATER: CONNECTION: NO: :3 EXISTING I !:GRADE ... 1.-7.7-7.7-7771-i771:72" .. 92.LF.... .......I... 2"0 •PVC •33:IF: 12"0 PVC :...::::41LF 2"01 PVC I i 0+00 PROFILE WA -W SCALE: HORIZ 1" = 20' VERT 1" = 10' 1+00 C08` 084 290 280 270 260 250 240 GENERAL NOTES 1. PROFILES NOT PROVIDED FOR FIRE HYDRANT ASSEMBUES. SEE HWD STANDARD DETAIL 9 AND DETAIL 5, DWG C091 FOR INSTALLATION REQUIREMENTS. 2. ALL PIPE DEFLECTIONS THAT MAY BE REQUIRED ARE NOT SHOWN. PIPE DEFLECTIONS NOT TO EXCEED MANUFACTURER'S PRINTED RECOMMENDATION. 3. ELECTRICAL AND TELECOM CONDUIT CROSSINGS NOT SHOWN IN PROFILES. KEYED NOTES Oj MAINTAIN 18 -INCH MINIMUM VERTICAL SEPARATION BETWEEN WASTEWATER AND WATER PIPES. 20 1 =20 -0" Scale 10 5 1"=10,-0" Scale 0 0 DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0�1 A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILFFIES CONTRACT SITE WATER SYSTEM PROFILES 20 40 Feet 10 20 Feet PROJECT NUMBER: C00405C09 SHE. OF: 10 18 DRAWING NUMBER: C090 2'-0"x5'-0" CONC SLAB 1" FROST FREE YARD HYDRANT TYPE 2 BOLLARD, TYP (DWG S015) PLAN 3'-O" C3x4.1 io 2" PIPE SLEEVE FILL ANNULAR SPACE WITH ELASTOMERIC SEALANT FULL DEPTH OF SLAB 2'-0"x5'-0" CONC SLAB W/ WWF 6x6 W2.9xW2.9 2 CU FT GRAVEL FOR DRAINS PL 3/16x4x0'-4 ■ 3" MIN TYP NOTE: PROVIDE 150 FEET OF ONE INCH HOSE WITH BRASS NOZZLE, AT YARD HYDRANT. ELEVATION DETAIL UTIUTY YARD HYDRANT AND HOSE RACK UYH1, UYH2 SCALE: NTS NOTES: 1. ROUND ALL CORNERS AT 1" RADIUS. 2. GRIND ALL EDGES SMOOTH. 3. GALVANIZE UNIT AFTER FABRICATION. 4. MOUNT RACK APPROX 3'-6" ABOVE FLOOR. 5. ATTACH TO POST WITH 2-1/4" EXP BOLTS. DETAIL HOSE RACK SCALE: NTS FIRE HYDRANT HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE o3.18. to DESIGNED BC lir DETAIL 0 FH WATER MAIN TEE 8 -INCH DI 6 -INCH GATE VALVE (FLXMJ) 8 FT 6 -INCH DI (RJ) 8 -INCH CAP (MJ) 8X6 TEE (MJxFL) CONCRETE BLOCK NOTE: 1. FHA PER HWD STANDARD DETAIL 9. 2. FITTINGS CONNECTED WITH RESTRAINED MECHANICAL JOINT MEGALUG OR APPROVED EQUAL 3. FIRE SERVICE UNES MUST HAVE A MINIMUM FOUR (4) FEET OF COVER. DETAIL HWD FHA SCHEMATIC - FHA6 > 50 LF FROM CONNECTION POINT SCALE: NTS MINIMUM AREA OF LEVEL GROUND SURFACE AND CLEAR OF OBSTRUCTIONS. FIRE HYDRANT CLEARANCE FHA1, FHA2, FHA3, FHA6, FHA7, FHAB SCALE: NTS U- A SIZE B-10 METER BOX 1q 2" X 12" NIPPLE 45' BEND I.P. GALV 2" 90' STRE ELBOW EXISTING WATER MAIN EXISTING TEE 8 -INCH DI 6 -INCH GATE VALVE (FLXMJ) 6 -INCH DI (RJ) 8 -INCH CAP (MJ) EXISTING 8 -INCH GATE VALVE EXISTING TEMPORARY BLOW OFF ASSEMBLY 8X6 TEE (MJxFL) CONCRETE BLOCK NOTE: 1. FHA PER HWD STANDARD DETAIL 9. 2. FITTINGS CONNECTED WITH RESTRAINED MECHANICAL JOINT MEGALUG OR APPROVED EQUAL 3. FIRE SERVICE LINES MUST HAVE A MINIMUM FOUR (4) FEET OF COVER. DETAIL HWD FHA SCHEMATIC - FHA1, FHA2, FHA3 > 50 IF FROM CONNECTION POINT SCALE: NTS FINISHED GRADE A CAP (MJ) 2/ 2 -INCH I.P. TAP 2" GALV NIPPLE (LENGTH AS REQUIRED) - - D.I. PIPE (RJ) L - J 1 - MEGALUG GLAND lilT_dk 1 - 2 -INCH MIP X 2 1/2 -INCH FIRE HOSE CONNECTION ADAPTOR (BRASS)411111111111 -I�IIIIIIIIIII I I DETAIL HWD 2 -INCH TEMP BLOW OFF ASSEMBLY SCALE: NTS DRAWN AG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A 3/18/10 !KS KRH ISSUED FOR PERMIT CRY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 1i 64�[[K An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM DETAILS PROJECT NUMBER: 000405009 SHT. 0F: 11 DRAWING NUMBER: C091 SSUED FOR PERMIIT - NOT FOR CONSTRUCTION a MAIN SIZE WILL VARY 4"0 DI (RJ) 4"0x4'MIN DI SPOOL (PE x FL) 1 CONCRETE VAULT (4484 -LA OR APPROVED EQUAL) 1 PIPE SIZE X 4" TEE (FL) 1 PIPE SIZE X 4" TEE (MJ X FL) 1 4" BLIND FLANGE W/ 2" TAP 3 4" GATE VALVES (FL X MJ) 1 4"0 DI SPOOL (PE) 6 4" MEGALUG GLANDS 2 4" X 3" REDUCERS (FL) 1 4" GATE VALVE (FL) 1 3" BRONZE BASKET STRAINER (FL) 1 3" ROCKWELL COMPOUND METER (FL) W/TRPL 1 3" X 12" SPOOL 2 3" UNI -FLANGES 1 3" SILENT CHECK VALVE (GLOBE STYLE)(FL) 2 ADJUSTABLE PIPE SUPPORTS 1 O 1 4" ADAPTOR (F SPOOL (PE))) W/LADDER & BILCO STYLE UD (SEE HWD STANDARD DETAIL #32). 2" COPPER BY-PASS ASSEMBLY: 1 - 4" X 2" SADDLE W/STAINLESS STL STRAPS 1 - 2" CORP. STOP (IP X COMP)(BRASS) 1 - 2" ADAPTOR (IP X COMP)(BRASS) 1 - 2" 90' BEND (IP)(�BRASS) 1 - 2" CHECK VALVE IP (BRASS) 1 - 2" X 3/4" TEE (IP))(BRASS) 1 - 3/4" BALL VALVE(IPP)(BRASS) 2" HARD COPPER PIPE ((L NGTH TBD) 3 - BRASS NIPPLES (LENGTH AS NEEDED) MISC 2" ADAPTORS (BRASS) SECURE COPPER PIPE TO VAULT WALL METER W/TRPL INSTALLED BY HWD 6" BASE OF 1 1/2" WASHED ROCK METER SUPPLIED BY HIGHLINE WATER DISTRICT. DEVELOPER TO MAKE APPLICATION FOR METER WITH HWD. DETAIL HWD 3 -INCH METER INSTALLATION WMA1, WMA2 SCALE: NTS DRAIN GRATE 2" PVC DRAIN TO DAYLIGHT INSTALL APPROVED SUMP PUMP IF REQUIRED (VAULT MUST STAY DRY) SECURE LADDER TO VAULT WALL AND FLOOR ** RETROFIT MAY VARY HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED DRAWN BC AG VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A REV 3/18/10 DATE IKS CHK'D KRH APP'D ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REVISION DESCRIPTION CONCRETE VAULT SHALL BE EQUIPPED W/DOUBLE COVER TRAFFIC RATED LID AS MANUFACTURED BY UTILITY VAULT COMPANY OR APPROVED EQUAL. DCVA SIZE VAULT NO. 4" OR SMALLER 577 -LA 6" - 10° 687 -LA 12" 5106 -LA * MINIMUM SIZED VAULT PE X FL SPOOL (4"0 MIN) LADDER (BOLTED TO SIDE AND FLOOR OF VAULT) WA STATE DOH APPROVED DOUBLE CHECK VALVE ASSEMBLY Im=ttell111M • PLAN EPDXY GROUT (ALL'CRETE OR APPROVED EQUAL) (TYPICAL) 11011 2" DRAIN W/ GRATE INSTALL JOINT SEALANT BETWEEN EACH VAULT SECTION (USE KENT -SEAL, RAM-NEK OR APPROVED EQUAL) Lk -9 USE KRYSTOL SPECIFICATION #2 (BY KRYTON) FOR SPECIFICATIONS, MATERIAL LIST AND DIRECTIONS. 0 opo I 0 6" BASE OF 1 1/2" WASHED ROCK o 0 G o 0 O 0 SECTION o o 00 o o 0 p o DETAIL NOTES: 1. COVER SHALL NOT EXTEND MORE THAN 6" ABOVE GRADE WHEN VAULT IS NOT IN TRAFFIC AREA. NSTALL JACK STANDS UNDER DCVA 2" PVC DRAIN TO DAYLIGHT INSTALL APPROVED SUMP PUMP IF REQUIRED (VAULT MUST STAY DRY). 2. SLOPE PAVEMENT AWAY FROM COVER WHEN VAULT IS IN TRAFFIC AREA. INSTALL VALVE MARKER POST PER HWD STANDARD DETAIL #10. 3. VAULT SHALL BE OF ADEQUATE HEIGHT TO PROVIDE MIN 6" CLEARANCE TO O,S&Y VALVE WHEN VALVE IS FULLY OPEN. 4. WATERPROOF PIPE ENTRY THROUGH VAULT WALLS W/ KRYTON MORTAR SEALANT. rgl King County Department of Natural Resources and Parks Solid Waste Division DETAIL DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY - BPA1, BPA2 SCALE: NTS fi'11 JE(I An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILRIES CONTRACT SITE WATER SYSTEM DETAILS PROJECT NUMBER: CO0405C09 SHT. OF: 12 DRAWING NUMBER: C092 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION BLIND FLANGE B CAPPED CROSS SMALLER SIZE PIPE CROSS 22 1/2' BEND CAP 45' BEND NOTES: SEE THRUST BLOCK TABLE, DETAIL #7 PROVIDE POLYETHYLENE SHEETING TO COVER BOLTS AND JOINTS FOR FUTURE DISMANTLING. 11 1/4' BEND CONCRETE BLOCKING NTS REVISION DATE 1/8/04 PLOTTING SCALE NTS DRAWN CHECKED SED TDK FILE NAME F:\DWGS\DETAILS-2004\HW D-005 DISTRICT APPROVED TDK DATE APPROVED • 3/1/04 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED HWD THRUST BLOCK — TABLE MIN. BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET PIPE A B C D E SIZE (FT.2) (F1-.2) (FT.2) (FT.2) (FT.2 ) 3" 3 2 2 2 2 6" 4 4 2 2 2 8" 7 6 4 2 2 10" 11 10 6 3 2 12" 16 14 9 5 3 14" 22 19 12 6 3 16" 29 25 16 8 4 18" 36 31 20 10 5 20" 45 39 24 13 6 22" 54 47 29 15 8 24" 64 56 35 18 9 28" 87 76 48 24 12 30" 101 87 55 28 14 36" 145 125 78 40 20 42" 197 171 107 55 27 48" 257 223 140 71 36 NOTES: 1. BEARING AREA OF CONC. THRUST—BLOCK BASED ON 200 PSI WATER PRESSURE AND SAFE SOIL BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAXING UP OR DISMANTLING OF JOINT. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATION PRESSURE UNDER ALL CONDITIONS OF SERVICE. THRUST BLOCK TABLE NTS REVISION DATE 1/8/04 DRAWN SED CHECKED TDK DISTRICT APPROVED TDK PLOTTING SCALE NTS FILE NAME F:\D WGS\D ETAI LS-2004\HWD-006 DATE APPROVED 3/1/04 DRAWN HWD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 017 A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division flI\JI ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 13 18 DRAWING NUMBER: C093 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION 2 - 1/4" X 2" BRASS NIPPLES 2 - 1/4" X 3/4" BRASS BUSHINGS 2 - 3/4" BRASS ELBOWS (FIP X COMFI) ±7 IF 3/4" COPPER TUBING (TYPE K)I 4 - 3/4" ADAPTORS (COMP X MIP 1 - 3/4" 180' RETURN BEND (NIP 1 - 3/4" BRASS TEE (PIP) (CONNECT BLEEDER TO HQIH DRAIN HOLES) 2" BLEEDER DETAIL 1" MAX�i 5 1/4" MVO HYDRANT (SEE APPROVED UST) 4 1/2" NST THREADS** STORTZ ADAPTOR * HYDRANT EXTENSION (LENGTH AS REQUIRED) 2"-4" APWA CAST IRON 2 PIECE VALVE BOX. OLYMPIC FOUNDRY OR EQUAL. 1 1/2" WASHED GRAVEL (1/2 CU. ,D. FILTER FABRIC CONNECT TO DRILL 1/4" DRAIN HOLE (BOTTOM SIDE OF TEE) VARIABLE - 6" MEGALUG GLANC" „ [ 12" x 12" x 4"" CONCRETE BLOCK EX. DRAIN HOLES (2) 6AUX GATE VALVE (FL x MJ) 6"0 DUCTILE IRON PIPE (RESTRAINED JOINT) LENGTH AS REQUIRED VARIABLE NOTES: PAINT HYDRANT WITH CASE YELLOW #X3472 AS MANUFACTURED BY FARWEST PAINT MFG. CO. EXTRUDED CURBING. SEE DETAIL #10. INSTALL BLUE PAVEMENT MARKER IF HYDRANT IS IN RIGHT-OF-WAY. NEATLY STENCIL VALVE DISTANCE ONTO HYDRANT W/ 2" NUMERALS USING WHITE OR BLACK ENAMEL PAINT AND FACING THE FOOT VALVE. BLEEDER KIT AVAILABLE FROM MOST SUPPLIERS. * PUMPER PORT REQUIREMENTS: 5" STORTZ ADAPTOR - FIRE DISTRICT #2, SOUTH KING, 4 1/2" NST THREADS FOR CITY OF KENT •• ALL STORTZ ADAPTORS TO FIT 4 1/2" NST THREADS CITIES OF SEATAC & TUKWILA HWD APPROVED HYDRANTS. CLOW. MEDALLION MUELLER F-2545 w o 0 i MJ X FL TEE CENTURION HYDRANT INSTALLATION NTS REVISION DATE 4/13/06 PLOTTING SCALE NTS DRAWN CHECKED SED TDK FILE NAME F: \DWGS\DETAILS-2004 HWD-009 DISTRICT APPROVED TDK DATE APPROVED 4/13/06 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED • HWD SEE NOTE #2 BELO "WATER VALVE" DECAL DISTANCE DECAL VALVE MARKER POSTS FG -95 PLASTIC ANCHOR PREFERRED FLEXI-GUIDE (FG) MARKER POST (BY HANSON SUPPLY CO.) N1111 1/1 ALTERNATE VALVE MARKER POST (4" X 4" CONCRETE STYLE) NOTES: 1) PAINT POST WITH SAFETY BLUE ENAMEL #257, AS MANUFACTURED BY FARWEST PAINT MFG. CO. OR TAHOE BLUE MARATHON #1065, AS MANUFACTURED BY PARKER PAINT CO.. 2) NEATLY STENCIL DISTANCE TO VALVE ON POST W/2" NUMERALS USING DECALS OR WHITE ENAMEL PAINT. 3) ALTERNATE PLACEMENT OF STENCIL(S) WILL BE MADE BY HWD IF USE OF MARKER POST(S) ARE NOT PRACTICAL. EXTRUDED CURBING 6" 2" - 4" ABOVE FINAL GRADE ELEVATION 0 NOTES: PLAN 1) FIRE HYDRANTS SHALL BE PROTECTED BY 6" HIGH EXTRUDED CURBING WHERE DIRECTED BY HIGHLINE WATER DISTRICT ENGINEER OR REPRESENTATIVE. 2) IF AREA WITHIN PROTECTIVE CURBING IS FILLED IN, THE BOTTOM OF THE HYDRANT FLANGE IS REQUIRED TO HAVE A CLEARANCE OF 2" TO 4" ABOVE THE FINAL GRADE. VALVE MARKER POST AND EXTRUDED CURBING NTS REVISION DATE 1/8/04 DRAWN SED CHECKED TDK DISTRICT APPROVED TDK PLOTTING SCALE NTS FILE NAME F:\DWGS\DETAILS-2004 \ HWD-010 DATE APPROVED 3/1/04 DRAWN HWD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP.() REVISION DESCRIPTION WI King County Department of Natural Resources and Parks Solid Waste Division RI\,IJII ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 981541004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS PROJECT NUMBER: 000405009 SHT. OF: 14 DRAWING NUMBER: C094 SSUED FOR PERMIIT - NOT FOR CONSTRUCTION SIZE B-10 METER B )X W/ TRAFFIC UD -**- 1' 2 1/2" NST HOSE NOZZLE WITH CAP AND CHAIN - DRILL & TAP 1/4" DIA. HOLE IN CAP - INSERT 1/4" TEST COCK 2 - 2" 90' T FINISHED GRADE STREET ELBOWS 30" MIN. COVER APWA CAST IRON 2 PIE VALVE BOX W/ LOCKING LI OPTION. OLYMPIC FOUNDRY OR EQUAL. L, 2" X 12" NIP 45' BEN 2" 90' ELBO 2" NIPPLE (LENGTH AS REQUIRED) �- 2" GALV. PIPE (LENGTH AS REQUIRED) NOTES: __ _11l---1 1 I I - 2" GATE VALVE, C.I. BODY, SCREWED NON - RISING STEM, 2" SQ. OPERATING NUT. VARIABLE 2" TAPPED TEE WITH I.P. THR & BRASS CORPORATION STOP. PROVIDE THRUST BLOCK AT LINE TERMINATION. ALL PIPE AND FITTINGS FROM THE MAIN TO THE GATE VALVE SHALL BE BRASS WITH I.P. THREADS. INSTALL VALVE MARKER PER STANDARD DETAIL NO. 10. 2" BLOW -OFF ASSEMBLY NTS REVISION DATE 1/8/04 PLOTTING SCALE NTS DRAWN CHECKED SED TDK FILE NAME F:\DWGS\DETAILS-2004\HWD-01 1 DISTRICT APPROVED TDK DATE APPROVED 3/1/04 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE • DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED HWD PROPERTY LINE 2" BRONZE BEEHIVE STRAINER. 2" RETURN BEND 2" GALV. PIPE, FIELD LOCATE.* - 2" 90' BEND GALV. UNION CLOSE NIPPLE 2" GALV. PIPE (VARIABLE) �•U- APWA CAST IRON 2 PIEE E - VALVE BOX W/ LOCKING LI OPTION. OLYMPIC FOUNDRY OR EQUAL. - 30" MIN. COVER 2" GATE VALVE, CAST IRON BOW, SCREWED, NON -RISING STEM, \ 2" SQUARE OPERATING NUT. -11 2" PIPE (SEE NOTE) LENGTH AS REQUIRED 4 - 2" BRASS STREET ELBOWS 2" TAPPED TEE WI I.P. THREAD & BRASS CORP. STOP J VARIABLE 2" COMBINATION AIR VALVE - APCO 145C, CRISPIN UNIVERSAL OR EQUAL. NOTE: ALL PIPE AND FITTINGS FROM THE MAIN TO THE COMBINATION AIR VALVE SHALL BE BRASS WITH I.P. THREADS OR RIGID COPPER W/ COMPRESSION FITTINGS. * PAINT RISER WITH SAFETY BLUE ENAMEL #257 AS MANUFACTURED BY FARWEST PAINT MFG. CO. OR TAHOE BLUE MARATHON #1065 BY PARKER PAINT CO.. COMBINATION AIR VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT IN LINE. IF HIGH POINT FALLS IN LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. STENCIL VALVE LOCATION AND DISTANCE NEATLY ONTO RISER W/ 2" NUMERALS USING WHITE ENAMEL PAINT. USE CONCRETE METER BOX SIZE NO. 2 WITH APPROVED TRAFFIC COVER. METER BOX TO BE LOCATED OUTSIDE OF TRAFFIC AREA. 2" COMBINATION AIR VALVE NTS REVISION DATE 1/30/04 PLOTTING SCALE NTS DRAWN CHECKED SED TDK FILE NAME F:\DWGS\DETAILS-2004 \ HWD-015 DISTRICT APPROVED TDK DATE APPROVED 3/1/04 DRAWN HWD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0�1" A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division IIIIN ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS PROJECT NUMBER: C00405C09 SHT. OF: 15 DRAWING NUMBER: C095 SSUED FOR PERMIIT - NOT FOR CONSTRUCTION A `m' CONCRETE VAULT SHALL BE EQUIPED W/DOUBLE COVER TRAFFIC LID AS MANUFACTURED BY UTILITY VAULT COMPANY. FIRE CONNECTION PER FIRE MARSHAL'S APPROVAL. DDCVA SIZE VAULT NO. 4" 577-L 6" - 10' 687-L 12" 5106-L * MINIMUM SIZED VAULT PE X FL SPOOL (4"0 NEW D.I. PIPE LADDER (BOLTED TO SIDE AND FLOOR OF VAULT) WA STATE DOH APPROVED DOUBLE DETECTOR CHECK VALVE ASSEMBLY - D.I. SLEEVE (MJ) 2 - MEGALUG GLANDS BY-PASS METER W/TR MAINTAINED BY HWD** 2" DRAIN W/ GR EPDXY GROUT (ALL*CRETE APPROVED EQUAL) (TYPICAL) PLAN COVER SHALL NOT EXTEND MORE THAN 6" ABOVE GRADE WHEN VAULT IS NOT IN TRAFFIC AREA. SLOPE PAVEMENT AWAY FROM COVER WHEN VAULT IS IN TRAFFIC AREA. INSTALL VALVE MARKER POST PER HWD STANDARD DETAIL #10. VAULT SHALL BE OF ADEQUATE HEIGHT TO PROVIDE MIN. 6" CLEARANCE TO O,S&Y VALVE WHEN VALVE IS FULLY OPEN. INSTALL LOCKING VALVE BOX ON VALVE CONTROLLING SUPPLY LINE TO DDCVA'S. INSTALL ALARM SYSTEM AS REQUIRED BY FIRE DISTRICT. **BY-PASS METER SHALL BE 5/8" X 3/4" ROCKWELL/SENSUS SR -II MODE CONTRACTOR/OWNER ARE RESPONSIBLE FOR COST IF HWD SUPPLIES AND INSTALLS CORRECT BY-PASS METER. WATERPROOF PIPE ENTRY THROUGH VAULT WALLS W/ KRYTON MORTAR INSTALL JOINT SEALANT BETWEEN EA VAULT SECTION (USE KENT -SEAL, RAM-NEK OR APPROVED EQUAL) Y -PASS METER W/TR MAINTAINED BY HWD** CUSTOMER'S RESPONSIBILITY L. 36" POST INDICATOR VALVE USE KRYSTOL SPECIFICATION #2 KRYTON) FOR SPECIFICATIONS, MATERIAL LIST AND DIRECTIONS. 6" BASE OF 1 WASHED ROCK 000 00 00 0 0 000 0o o oo•IG 00 0 SECTION INSTALL JACK STANDS UNDER DDCVA 2" PVC DRAIN TO DAYLIGHT INSTALL APPROVED SUMP PUMP IF REQUIRED (VAULT MUST STAY DRY). DOUBLE DETECTOR CHECK AND VAULT W / 5" STORTZ ADAPTOR FDC NTS REVISION DATE 7/26/04 DRAWN SED CHECKED TDK PLOTTING SCALE NTS FILE NAMEF:\DWGS\DETAILS-2004\HWD-018 DISTRICT APPROVED TDK DATE APPROVED 7/26/04 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENG NEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE DESIGNED HWD DRAWN HWD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION NOTES 1. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES IN THE FIELD. 2. CONTRACTOR SHALL NOTIFY DISTRICT A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS. 3. DEVELOPER'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR DISTRICT INSPECTION A MINIMUM OF 72 HRS. PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANU- FACTURERS' RECOMMENDATIONS AND HIGHLINE WATER DISTRICT SPECIFICATIONS. 6. CONTRACTOR TO FURNISH ALL MATERIALS. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52, NO EQUAL. 8. ALL GATE VALVES SHALL BE MUELLER OR EQUIVALENT. 9. HYDRANTS SHALL BE AS SPECIFIED. 10. CUT -INS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHLINE WATER DISTRICT OR PREFORMED BY THE DISTRICT. 11. ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HIGHLINE WATER DISTRICT. 12. ALL CHARGES FOR CUT -INS AND LIVE TAPS ARE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR. 13. ALL COUPLINGS SHALL BE ROMAC 501, OR EQUIVALENT. 14. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS AND LIVE TAPS. 15. ALL MAINLINE PIPE SHALL HAVE A 42" MINIMUM COVER AND 60" MAXIMUM COVER UNLESS OTHERWISE SHOWN ON PLANS. 16. DEVELOPER SHALL PAY FOR ALL STATE, CITY, AND COUNTY INSPECTION AND PERMIT FEES. 17. COORDINATE METER LOCATIONS WITH HIGHLINE WATER DISTRICT AUTHORIZED REPRESENTATIVE. 18. FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCE- MENT OF BUILDING CONSTRUCTION. 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A SET OF THESE APPROVED PLANS ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. NO CHANGES ARE TO BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE DISTRICT. 20. SUBGRADE SHALL BE ESTABLISHED FOR AREAS OF SITE INVOLVING WATER SYSTEM FACILITIES. 21. PARTS MUST BE ON-SITE AND INSPECTED BY HIGHLINE WATER DISTRICT PRIOR TO SCHEDULING CUT -INS OR CONNECTIONS. 22. REFER TO HIGHLINE WATER DISTRICT DESIGN AND DEVELOPEMENT STANDARDS FOR ALL REMAINING NOTES AND DETAILS. 23. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HIGHLINE WATER DISTRICT FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 24. COMPACTION TESTING IS REQUIRED FOR ALL OPEN CUTS AND/OR CROSSINGS WITHIN PAVED OR TRAVELED AREAS OF PUBLIC RIGHT-OF-WAYS. 25. THE APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CUSTOMER OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER AGENCIES AND, TO INSTALL ADDITIONAL BACKFLOW ASSEMBLIES RESULTING FROM THE DISTRICT'S FINAL SURVEY OF THE FACILITIES OR AT A FUTURE DATE SHOULD THE CUSTOMER HAVE A CHANGE IN USE OF THEIR WATER SYSTEM. 26. SEPARATION SHALL BE 10' HORIZONTAL FOR SANITARY SEWER, 5' HORIZONTAL FOR ALL OTHER UTILITIES. 18" VERTICAL CLEARANCE FOR SANITARY, 6" CLEARANCE FOR ALL OTHERS. GENERAL NOTES REVISION DATE 12/1/04 PLOTTING CC NTS DRAWN SED CHECKED TDK DISTRICT APPROVED TDK FILE NAME F:\DWGS\DETAILS-2000\HWD-028 DATE APPROVED 12/1/04 La King County Department of Natural Resources and Parks Solid Waste Division ft*I]ECK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS PROJECT NUMBER: CDD4D5CD9 SHT. OF: 16 DRAWING NUMBER: C096 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION FLUSHING SOURCE HYDRANT PERMIT REQUIRED 2" RPBA (PROVIDED BY HWD) SUPPLY HOSE 2" X 2 1/2" NST ADAPTOR 2" CONTROL VALVE 6" DISCHARGE CONTROL VALVE — FOAM CUBES (PIGS) CONNECTION TOA EXISTING MAIN 3' MIN. 12' MAX. (CAP SIZE TOAP MATCH J) WATERMAIN SIZE) CONTRACTOR FURNISHED, INSTALLED BY HIGHLINE WATER DISTRICT. NOTES: INSTALLED BY CONTRACTOR. ALL FITTINGS TO BE DUCTILE IRON. ALL EXCAVATION SHALL PROVIDE A MINIMUM OF 12" CLEARANCE AROUND PIPE & FITTINGS. CONTRACTOR TO DETERMINE ALIGNMENT & GRADE OF EXISTING FACILITIES PRIOR TO INSTALLATION OF NEW WATERMAIN. OUTSIDE DIAMETER OF EXISTING WATERMAIN TO BE DETERMINED AT THE SAME TIME THE CONTRACTOR EXCAVATES FOR ALIGNMENT & GRADE. ALL EXCAVATION, PIPE, FITTINGS (EXCEPT AS NOTED), FOAM PIGS, OTHER MATERIAL, BACKFILL, COMPACTION & STREET RESTORATION BY CONTRACTOR. ALL MATERIALS TO BE ON JOB SITE PRIOR TO SCHEDULED SHUT—DOWN OF EXISTING WATERMAIN(S). D.I. SLEEVE (MJ) TO BE INSERTED AT TIME OF CONNECTION FOR CUT INTO EXISTING WATERMAIN. D.I. SLEEVE(S) FURNISHED BY CONTRACTOR FOR CUT INTO EXISTING WATERMAIN. COORDINATE WITH SEWER UTILITY BEFORE DISCHARGE TO SEWERS. FITTINGS & HOSE SIZE SHOWN ARE MINIMUM SIZE. USE LARGER SIZE AS NEEDED FOR 2.5 F.P.S. FLUSHING. MAIN CLEANING / TESTING / PIGGING FOR CONNECTION TO EXISTING WATERMAINS REVISION DATE 12-4-96 DRAWN SED CHECKED TDK DISTRICT APPDRKVED PLOTTING SCALE NTS FILE NAME F:\DWGS\DETAILS-2000\HW D-030 DATE APP 3/1/04 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DISTRICT ENGINEER DATE PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE 2 - 3/8" X 1 1/2" SS ALLEN HEAD BOLTS FOR LOCKING VALVE BOX LID TO BE USED WITH HIGHLINE WATER DISTRICT STANDARD DETAILS FOR DDCVA INSTALLATION, OR AS DIRECTED BY HWD ENGINEER OR DESIGNEE. 1 - OLYMPIC FOUNDRY OR EQUAL CAST IRON VALVE BOX ASSY. WITH LOCKING LID OPTION. SOIL PIPE TO BE USED FOR VALVE BOX EXTENSION ONLY Aga 24" LOCKING UD (PLAN) LOCKING LID (PROFILE) 3 1/8" TOP SECTION BOTTOM SECTION 1 1/2" APWA LOCKING VALVE BOX NTS REVISION DATE 1/12/04 PLOTTING SCALE NTS DRAWN CHECKED SED TDK FILE NAME F:\D W G S\D ETAI LS -2000\i W D-033 DISTRICT APPROVED TDK DATE APPROVED 3/1/04 33 DESIGNED HWD DRAWN HWD VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" A 3/18/10 IRS ERR ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division nu rcK An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206)695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM HIGHLINE WATER DISTRICT STANDARD DETAILS PROJECT NUMBER: COD4G5C09 BHT. OF: 17 18 DRAWING NUMBER: C097 ISSUED FOR PERMIIT - NOT FOR CONSTRUCTION WATER SYSTEM POINTS • C083 WATER SYSTEM POINTS • C082 ID NORTHING FASTING A 161463.42 1285027.97 A161470.31 1285109.05 1285029.17 /' \ 161458.45 1285058.27 A 161510.97 1285066.89 A 161455.37 1285120.28 162014.96 161447.52 1285124.88 / \ 161471.32 1285158.02 A161495.65 1285200.06 1285223.36 / B \ 161478.99 1285264.70 10 161432.92 1285257.14 1 \ 161574.35 1285131.25 12 161595.62 1285132.27 "\161572.92 1285213.25 1285161.05 A. 161562.73 1285235.97 15 161557.00 1285249.47 16 161632.16 1285265.48 , " 1 161626.42 1285279.01 A 161726.07 1285305.48 19 161720.33 1285318.98 20 161789.32 1285078.11 A 161756.13 1285197.79 P2 161759.25 1285246.81 A 161843.40 1285201.23 24 161934.28 1285191.78 A 161950.70 1285234.71 A 161921.94 1285230.20 A `, 161914.09 1285263.49 161796.28 1285298.09 29 161435.40 1285257.55 30 161952.32 1285201.42 A 161793.43 1285292.82 A 161459.64 1285261.52 A161459.02 1285266.17 WATER SYSTEM POINTS • C083 ID NORTHING FASTING A 162003.58 1285108.37 A 162008.53 1285109.05 A 162054.56 1285115.82 A 161986.93 1285160.36 54 162015.31 1285172.45 80 162014.96 1285165.07 A 162042.89 1285181.30 > 161977.72 1285200.06 58 161977.91 1285204.76 59 162013.54 1285185.30 60 162018.59 1285212.26 B1 162017.33 1285216.48 B2 162311.26 1285213.25 A 161958.64 1285210.37 84 162006.39 1285163.89 65 162394.94 1285183.46 HIGHLINE WATER DISTRICT APPROVED FOR CONSTRUCTION BY: DATE DISTRICT ENGINEER PLAN APPROVAL EXPIRES ONE (1) YEAR FROM DATE OF SIGNATURE o3•19.10 DESIGNED BC WATER SYSTEM POINTS • C084 ID NORTHING FASTING / ` 161441.51 1285339.75 *_ 161416.65 1285356.34 A161410.45 1285394.10 A 161478.35 1285396.77 A 161579.90 1285439.99 80 161662.36 1285475.08 81 161744.25 1285509.93 161808.02 1285338.13 A161886.08 1285353.87 A161785.89 1285461.13 A 161845.29 1285480.66 ,i \ 161861.97 1285501.97 A 161418.62 1285357.56 161444.81 1285319.63 SITE WATER SYSTEM NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF HWD, THE PROJECT SPECIFICATIONS, THE MOST RECENTE EDITION OF THE NAVA STANDARD SPECIFICATIONS, AND APPLICABLE LOCAL, STATE, AND FEDERAL REQUIREMENTS. 2. COMPLY WITH HWD DESIGN, DEVELOPMENT AND CONSTRUCTION STANDARDS FOR EXTENSIONS TO THE WATER SYSTEM. 3. APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE REQUIREMENTS OF OTHER AGENCIES. 4. A MINIMUM OF 18 INCHES VERTICAL SEPARATION AND A MINIMUM OF 10 FEET LATERAL SEPARATION IS REQUIRED BETWEEN WATER AND WASTEWATER PIPING. 5. A MINIMUM OF 1 FOOT VERTICAL SEPARATION IS REQUIRED BETWEEN WATER AND OTHER UTIUTY PIPING. 6. PIPE SHALL HAVE 3'-6' MINIMUM COVER AND MAXIMUM COVER OF 6'-0" UNLESS OTHERWISE NOTED OR AS DIRECTED BY HWD. 7. FIRE SERVICE ONES SHALL HAVE A MINIMUM OF 4'-0' COVER. 8. VERIFY ALL EXISTING UTILITIES IN THE FIELD. POTHOLING IS REQUIRED AT ANY CONNECTIONS TO EXISTING PIPES AND AT LOCATIONS WHERE UTILITIES CROSS. 9. NOTIFY HIGHLINE WATER DISTRICT (HWD) A MINIMUM OF 72 HOURS (3 WORKING DAYS) IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTIONS, AND FOR ANY RESTARTS OF WORK. HWD AND/OR THEIR DESIGNATED ENGINEER OR REPRESENTATIVE WILL PERFORM CONSTRUCTION INSPECTION. 10. NOTIFY HWD A MINIMUM OF 72 HOURS (3 WORKING DAYS) PRIOR TO CONNECTING TO EXISTING MAINS OR INSTALLING TAPPING TEES. •ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE IN STRICT CONFORMANCE WITH THE APPROPRIATE SUBSECTIONS OF THE SPECIFICATIONS OF HWD. • NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING MAINS UNTIL THE NEW PIPING HAS BEEN FLUSHED, DISINFECTED AND TESTED. •ALL LIVE TAPS SHALL BE DIRECTLY SUPERVISED BY AN AUTHORIZED REPRESENTATIVE OF HWD OR PERFORMED BY THE DISTRICT. • ONLY HWD PERSONNEL WILL OPERATE HWD VALVES. •PARTS MUST BE ONSITE AND INSPECTED BY HWD PRIOR TO SCHEDUUNG CUT -INS OR CONNECTIONS. 10. CONTRACTOR'S REGISTERED PROFESSIONAL LAND SURVEYOR SHALL PROVIDE STAKING OF WATER SYSTEM CONSTRUCTION FOR HWD INSPECTION A MINIMUM OF 72 HRS (3 WORKING DAYS) PRIOR TO CONSTRUCTION, WITH 25 -FOOT STAKES ON CURVES. 11. THE WATER MAIN CONSTRUCTION PHASE WILL NOT BE CONSIDERED COMPLETE UNTIL INSTALLATION IS ACCEPTABLE TO HWD INCLUDING A SATISFACTORY HYDROSTATIC PRESSURE TEST, A SATISFACTORY DISINFECTION TEST, SATISFACTORY FLOW OF SERVICE LINES, AND COMPLETION OF ALL ITEMS ON THE INSPECTOR'S PUNCHUST. 12. FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE APPROVED DRAWING. 13. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS AND LIVE TAPS. 14. INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND HWD REQUIREMENTS. 15. INSTALL DETECTABLE MARKING TAPE DIRECTLY ABOVE PIPE PER SPECIFICATION SECTION 02510 -WATER UTILITIES. 16. ALL VALVES SHALL HAVE VALVE BOXES IN ACCORDANCE WITH HWD STANDARD DETAIL 33 AND MARKED WITH FLEXI-GUIDE VALVE MARKER PER HWD STANDARD DETAIL 10. 17. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 OR BETTER, NO EQUAL 18. ALL GATE VALVES SHALL BE MUELLER OR APPROVED EQUAL 19. ALL HYDRANTS SHALL BE PER HWD STANDARD DETAIL 9. 20. ALL COUPLINGS SHALL BE ROMAC 501, OR APPROVED EQUAL 21. COORDINATE TEMPORARY METER LOCATIONS WITH HWD AUTHORIZED REPRESENTATIVE. 22. ALL WATER PIPING 4 INCHES IN DIAMETER OR LARGER SHALL BE INSPECTED BY HWD PRIOR TO BACKFILLING. 23. WATER USES OTHER THAN THOSE SHOWN WILL BE EVALUATED BY HWD FOR COMPLIANCE WITH BACKFLOW PREVENTION REQUIREMENTS. 24. SEPARATION FROM WATER LINES SHALL BE 10 FOOT HORIZONTAL FOR SANITARY SEWER, 5 FOOT HORIZONTAL FOR ALL OTHER UTILITIES. 18 INCH VERTICAL CLEARANCE FOR SANITARY, 6 INCH VERTICAL CLEARANCE FOR ALL OTHER UTILITIES. 25. ADJUST ALL VALVE BOXES TO BE FLUSH WITH FINAL GRADE AFTER ASPHALT PAVING. 26. SEE DWGS C093 THRU C097 OR APPENDIX A OF THE PROJECT SPECIFICATIONS FOR STANDARD DETAILS APPLICABLE TO THE SITE WATER SYSTEM DRAWINGS. 27. FLUSHING RATES AS PROVIDED OR AS DIRECTED BY HWD. PIPE DIAMETER (IN) FLUSHING RATE (GPM) 6 880 8 1,560 10 2,440 12 3,500 DRAWN CW VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" A 3/18/10 IKS KRH ISSUED FOR PERMIT - CITY OF TUKWILA FIRE MARSHAL REV DATE CHK'D APP'D REVISION DESCRIPTION Ul King County Department of Natural Resources and Parks Solid Waste Division WIER An SAIC Company R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE FACILITIES CONTRACT SITE WATER SYSTEM NOTES AND SCHEDULES PROJECT NUMBER: _ . 000405C09 SHT. OF: 18 18 DRAWING NUMBER: C098 SSUED FOR PERMIIT - NOT FOR CONSTRUCTION FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bow Lake Transfer Station 18800 Orillia Rd. S Permit No.: 12-S-081 Date: April 23, 2012 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Bow Lake Transfer Station Contract No. : 11-1785 City: Tukwila, WA 98188 Project Location: 18800 Orillia Road South Date: 2/2/2011 Contractor Information Name of Contractor: Patriot Fire Protection Address: 2707 70th Ave E Phone Number: 253-926-2290 Name of Designer: Dave Hankins Authority Having Jurisdiction: City of Tukwila FM City: Tacoma , WA 98424 E-mail: daveh@patriotfire.com Water Supply Information Date: Location: Source: 2/2/11 ex. city main source \ Notes Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 1 00 aim .O m m J J N O r za Diagram for Headset : Zone 2 four orifices Job : Bow Lake Transfer Station I. M i• -c) 0 O o) C o CO a U) m N w ` • LL N 0 C O N o. N N O O N C) U Date 2/16/201 Job : Bow Lake Transfer Station Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 4 Open Heads System Summary System Volume (gal): 243.2 Fluid: Water @ 60F (15.6C) Gas: Air @ 40°F and 40psi Differential Trip Ratio: 0 (Deluge valve) Accelerator: Differential Presure: Opsi I Time Delay: 4s Trip Time: 4.01s Water Delivery Time: 14.58s @ h8 Operating Time: 15.475s @ h8 Required Water Delivery Time: 45s Safety Factor: 67.6% Flow Pressure 0 122 1376 112 Head# K -Factor Orifice Minimum Transit Time Water Operating Delivery Pressure Time Oper. Time SHALL NOT exceed 45s Open Time (gpm/psi1/2) (in) (psi) (s) (s) (s) (s) h8 11.2 0.64 10.3 10.57 14.58 15.475 0 h9 11.2 0.64 10.3 10.08 14.09 14.974 0 h14 11.2 0.64 10.3 10.43 14.44 14.473 0 h15 11.2 0.64 10.3 10.06 14.07 14.473 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 3 srcl — Pressure, psi — Flow, gpm 130- 125 120- 115- 110- 105- 100- 95-, 90: 85- 80: 75-] 70- 65-6055. 50- 45- 40- 35: 30: 25; 0- 45-40- 35- 30- 25• 20- 15 10- 5 -5- -10-' =1,800 -1,750 •1,700 1,650 -1,600 1,550 -1,500 1,450 -1,400 -1,350 _1,300 -1,250 -1,200 X1,150 •1,100 -1,050 -1,000 -950 -900 -850 -800 -750 -700 .•650 -600 x-550 =500 450 400 •350 -300 -250 -200 -150 -100 -50 --50 -100 -150 8 10 12 14 16 18 20 22 24 26 Time, s -n 0 T3 3 File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 4 i DPV (n758) —Pressure, psi —Flow, gpm 130- 125- 120- 115- 110- 105- 100- 95: 90 85- 80- 75- 70- 0 65- P 60 m 55- a 50: 45- 40- 0- 35- 35- 30- 30- 20- 20 15 - 15- 107 10- 5 5 -5 -10 ~1,800 -1,750 -1,700 -1,650 -1,600 -1,550 -1,500 1,450 -1,400 -1,350 X1,300 -1,250 -1,200 =1,150 -1,100 -1,050 -1,000 -950 =900 -850 -800 -750 :700 ~650 :600 550 X500 -450 -400 -350 -300 -250 -200 -150 -100 -50 a-50 .-100 -150 2 4 6 8 10 12 14 16 18 20 22 24 26 Time, s m 0 3 File: Zone 2.tyc Date 2/16/2011 Copyright ©2002-2008 Tyco Fire and Building Products Page 5 BFP (n98) — Pressure, psi — Flow, gpm 130~ 125- 120 - 25-120- 115.7 110- 105- 100- 95- 90- 85- 80~ 75~ 70- •7 a 65~ ai 60; Q1 55~ a 50- 45- 40- 35- 30~ 25~ 20- 15- 10- 5 -5- -10~ r 4 6 8 10 12 14 16 18 2.0 22 24 26 Time, s X1,800 -1,750 -1,700 1,650 -1,600 -1,550 -1,500 -1,450 -1,400 -1,350 1,300 =1,250 •1,200 -1,150 -1,100 -1,050 -1,000 -950 -900 -850 -800 -750 700 •650 -600 =550 =500 -450 400 -350 -300 -250 -200 -150 -100 -50 :•0 -50 -100 --150 File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 6 h8 —Pressure, pso —Flow, gpm 42: 41= 40 39: 38: 37: 36 35 34: 33 32; 31: 30: 29: 28: 27- 26- 25- 24- 23- 22 - 6:252423:22= Cl. 21: ai 20- a 19" pull) 18 a 17= 16: 15= 14= 13: 12 11 10 9- 8: :80 -78 -76 -74 -72 -70 X68 -66 -64 -62 -60 -58 -56 :54 52 -50 ;48 -46 ;44 -42 -40 -1 -38 •36tO 34 9 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 -2 7. 6: 4: 3� 2= 1: 0: -1. -2= -3= -4= 0 -0 7 --4 -6 1 - •_ 10 12 14 16 Time, s 18 0 22 24 26 -8 File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 7 43. 42 41: 40- 39 38 37" 36= 35 34 33~ 32� 31' 30= 29' 28' 27 26 25= 24 23 'n 22 a 21: m 20 h15 — Pressure, psi — Flow, gpm -82 80 -78 -76 -74 72 70 -68 -66 -64 -62 -60 •58 -56 `54 --52 •50 -48 -46 -44 -42 40 16 15- 14 13' 12 11 10� 8- 7- 6- 5-, 7;6=5-, 4 3= 2~ 1= 0 -1- -2= -3 -4 0 -38 §1 -36€ -34 3 -32 -30 :-28 726 :-24 -22 -20 -18 -16 -14 -12 -10 -8 6 4 2 --2 -4 --6 10 12 14 16 Time, s 18 20 22 24 26 --8 File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 8 43: 42~ 41-; 40 39 38- 37 36 35-: 34 33- 32 31� 30 29= 28= 27 26 25 24 23 .N 22 a 21 Eu 20 vii 19= m 18 \ a 17= 16 15= 14' 13= 12: 11= 10 9 8- 7= 6 4= 3= 2: 0: -1' -2= -3 -4 = h9 — Pressure, psi — Flow, gpm 82 -8 0 -78 =76 -74 -72 -70 -68 -66 -64 '62 -60 -58 =56 54 -52 -50 -48 -46 -44 -42 40 0 -38 -36 -34 15 -32 •30 =28 -26 =24 -22 -20 -18 16 -14 -12 -10 -8 -6 :4 :2 :0 2 10 12 14 16 18 Time, s 20 22 24 26 File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 9 46- 44- 42- 40� 38- 36- 34 ; 32- 30.2 28- 26- 'sn 24 a ai h14 — Pressure, psi — Flow, gpm -86 -84 -82 -80 -78 76 -74 72 -70 -68 66 -64 62 60 58 -56 54 52 •50 48 46 44 42 -40 38 36 -34 32 -30 '28 :26 -24 -22 -20 -18 •16 14 12 10 -8 -6 -4 -2 -0 --2 -4 -6 --8 22/ w 20- a 18 16- 14- 12- 2 10- 10- 8- 8- 6 7 6; 4- 2- 0 -2 -41 0 10 12 14 16 Time, s 18 20 22 24 26 m 0 10 3 File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 10 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n93 0 270.5 145.96 Node NODE 0 0 347.68 n94 NODE 0 270.5 145.96 Node us.90 0 0 350.68 n95 NODE 0 270.5 156.59 Node us.90 0 0 353.53 n96 NODE 0 270.5 157.56 Node us.90 0 0 353.79 n97 NODE 0 270.5 159.49 Node us.90 0 0 354.31 n98 NODE 0 270.5 158.19 Node us.90 0 0 359.14 n99 NODE 0 270.5 156.81 Node us.90 0 0 364.29 n100 NODE 0 270.5 155.61 Node us.90 0 0 368.79 n101 NODE 0 270.5 158.11 Node us.90 0 0 373.12 n102 NODE 0 270.5 228.62 Node us.90 0 0 392.02 n103 NODE 0 270.5 229.58 Node us.90 0 0 392.28 srcl 0 270.5 230.55 Supply SUPPLY 0 0 392.54 n744 NODE 0 270.5 145.96 Node us.90 0 0 325.68 n745 NODE 0 270.5 101.96 Node us.90 0 0 325.68 n746 0 270.5 101.96 Node NODE 0 0 320.68 n747 NODE 0 270.5 101.96 Node us.90 0 0 316.68 n748 NODE 0 274.67 101.96 Node us.90 0 0 316.68 n755 NODE 0 274.67 101.96 Node us.90 0 0 317.68 n756 0 275.33 101.96 Node NODE 0 0 317.68 n757 0 275.71 101.96 Node NODE 0 0 317.68 n758 0 276.85 101.96 Node NODE 0 0 317.68 n759 NODE 0 285.17 101.96 Node us.90 0 0 317.68 n760 NODE 0 285.17 100.67 Node us.90 0 0 317.68 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 11 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n761 NODE 0 285.18 100.67 Node us.90 0 0 324.85 n762 NODE 0 299.34 86.46 Node us.90 0 0 324.85 n763 NODE 0 299.37 86.46 Node us.Tee 0 0 343.18 n765 NODE 0 299.41 71.46 Node us.Tee 0 0 343.18 n769 NODE 0 299.49 33.96 Node us.Tee 0 0 343.18 n772 NODE 0 299.56 4.46 Node us.Tee 0 0 343.18 n777 NODE 0 285.21 88.3 Node us.90 0 0 324.85 n778 NODE 0 299.34 88.3 Node us.90 0 0 324.85 n780 NODE 0 299.42 100.96 Node us.90 0 0 343.18 n781 NODE 0 299.65 4.46 Node us.Tee 0 0 347.35 n782 NODE 0 299.73 4.46 Node us.90 0 0 351.51 n788 NODE 0 299.65 4.96 Node us.90 0 0 347.35 hl 11.2 298.15 4.96 Head HEAD 0 100 347.35 n789 NODE 0 300.6 4.46 Node us.90 0 0 393.01 n790 NODE 0 300.6 4.96 Node us.90 0 0 393.01 h2HEAD 11.2 299.1 4.96 Head 0 100 393.01 n791 NODE 0 300.4 4.46 Node us.Tee 0 0 383.76 n792 NODE 0 300.4 4.96 Node us.90 0 0 383.76 h3HEAD 11.2 298.9 4.96 Head 0 100 383.76 n793 NODE 0 300.21 4.46 Node us.Tee 0 0 374.51 n794 NODE 0 300.21 4.96 Node us.90 0 0 374.51 h4HEAD 11.2 298.71 4.96 Head 0 100 374.51 n795 NODE 0 300.02 4.46 Node us.Tee 0 0 365.26 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 12 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi'h psi ft sq.ft ft ft n796 NODE 0 300.02 4.96 Node us.90 0 0 365.26 h5 11.2 298.52 4.96 Head HEAD 0 100 365.26 n797 NODE 0 299.83 4.46 Node us.Tee 0 0 356.01 n799 NODE 0 299.62 -25.04 Node us.90 0 0 343.18 n800 NODE 0 299.71 -25.04 Node us.Tee 0 0 347.35 n801 0 299.8 -25.04 Node NODE 0 0 351.51 n802 NODE 0 299.89 -25.04 Node us.Tee 0 0 356.01 n803 NODE 0 300.08 -25.04 Node us.Tee 0 0 365.26 n804 NODE 0 300.28 -25.04 Node us.Tee 0 0 374.51 n805 NODE 0 300.47 -25.04 Node us.Tee 0 0 383.76 n806 NODE 0 300.66 -25.04 Node us.Tee 0 0 393.01 n807 NODE 0 299.71 -24.54 Node us.90 0 0 347.35 h7 11.2 298.21 -24.54 Head HEAD 0 100 347.35 n808 NODE 0 300.66 -24.54 Node us.90 0 0 393.01 h8 11.2 299.16 -24.54 Head HEAD 0 100 393.01 n809 NODE 0 300.47 -24.54 Node us.90 0 0 383.76 h9 11.2 298.97 -24.54 Head HEAD 0 100 383.76 n810 NODE 0 300.28 -24.54 Node us.90 0 0 374.51 h10 11.2 298.78 -24.54 Head HEAD 0 100 374.51 n811 NODE 0 300.08 -24.54 Node us.90 0 0 365.26 hll 11.2 298.58 -24.54 Head HEAD 0 100 365.26 n812 NODE 0 299.89 -24.54 Node us.90 0 0 356.01 h12 11.2 298.39 -24.54 Head HEAD 0 100 356.01 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 13 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n813 NODE 0 299.6 -15.04 Node us.Tee 0 0 343.18 n814 NODE 0 299.69 -15.04 Node us.Tee 0 0 347.35 n815 0 299.78 -15.04 Node NODE 0 0 351.51 n816 NODE 0 299.87 -15.04 Node us.Tee 0 0 356.01 n817 NODE 0 300.06 -15.04 Node us.Tee 0 0 365.26 n818 NODE 0 300.25 -15.04 Node us.Tee 0 0 374.51 n819 NODE 0 300.45 -15.04 Node us.Tee 0 0 383.76 n820 NODE 0 300.64 -15.04 Node us.90 0 0 393.01 n821 NODE 0 299.69 -14.54 Node us.90 0 0 347.35 h13HEAD 11.2 298.19 -14.54 Head 0 100 347.35 n822 NODE 0 300.64 -14.54 Node us.90 0 0 393.01 h14HEAD 11.2 299.14 -14.54 Head 0 100 393.01 n823 NODE 0 300.45 -14.54 Node us.90 0 0 383.76 h15HEAD 11.2 298.95 -14.54 Head 0 100 383.76 n824 NODE 0 300.25 -14.54 Node us.90 0 0 374.51 h16 11.2 298.75 -14.54 Head HEAD 0 100 374.51 n825 NODE 0 300.06 -14.54 Node us.90 0 0 365.26 h17HEAD 11.2 298.56 -14.54 Head 0 100 365.26 n826 NODE 0 299.87 -14.54 Node us.90 0 0 356.01 h18HEAD 11.2 298.37 -14.54 Head 0 100 356.01 n828 NODE 0 299.49 71.46 Node us.Tee 0 0 347.35 n829 NODE 0 299.58 71.46 Node us.90 0 0 351.51 n830 NODE 0 299.68 71.46 Node us.Tee 0 0 356.01 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 14 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n831 NODE 0 299.87 71.46 Node us.Tee 0 0 365.26 n832 NODE 0 300.06 71.46 Node us.Tee 0 0 374.51 n833 NODE 0 300.25 71.46 Node us.Tee 0 0 383.76 n834 NODE 0 300.45 71.46 Node us.90 0 0 393.01 n835 NODE 0 299.49 71.96 Node us.90 0 0 347.35 h19 11.2 297.99 71.96 Head HEAD 0 100 347.35 n836 NODE 0 300.45 71.96 Node us.90 0 0 393.01 h20 11.2 298.95 71.96 Head HEAD 0 100 393.01 n837 NODE 0 300.25 71.96 Node us.90 0 0 383.76 h21 11.2 298.75 71.96 Head HEAD 0 100 383.76 n838 NODE 0 300.06 71.96 Node us.90 0 0 374.51 h22 11.2 298.56 71.96 Head HEAD 0 100 374.51 n839 NODE 0 299.87 71.96 Node us.90 0 0 365.26 h23HEAD 11.2 298.37 71.96 Head 0 100 365.26 n841 NODE 0 299.83 3.46 Node us.90 0 0 356.01 h25HEAD 11.2 302.83 3.46 Head 0 100 356.01 n843 NODE 0 299.58 33.96 Node us.Tee 0 0 347.35 n844 0 299.67 33.96 Node NODE 0 0 351.51 n845 NODE 0 299.58 34.46 Node us.90 0 0 347.35 n847 NODE 0 299.95 33.96 Node us.Tee 0 0 365.26 n848 NODE 0 299.76 34.46 Node us.90 0 0 356.01 n849 NODE 0 300.14 33.96 Node us.Tee 0 0 374.51 n850 NODE 0 299.95 34.46 Node us.90 0 0 365.26 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 15 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n851 NODE 0 300.34 33.96 Node us.Tee 0 0 383.76 n852 NODE 0 300.14 34.46 Node us.90 0 0 374.51 n853 NODE 0 300.53 33.96 Node us.90 0 0 393.01 n854 NODE 0 300.34 34.46 Node us.90 0 0 383.76 n855 NODE 0 300.53 34.46 Node us.90 0 0 393.01 h26HEAD 11.2 298.08 34.46 Head 0 100 347.35 h27 11.2 299.03 34.46 Head HEAD 0 100 393.01 h28HEAD 11.2 298.84 34.46 Head 0 100 383.76 h29HEAD 11.2 298.64 34.46 Head 0 100 374.51 h30 11.2 298.45 34.46 Head HEAD 0 100 365.26 h31HEAD 11.2 298.26 34.46 Head 0 100 356.01 h32 11.2 302.67 71.46 Head HEAD 0 100 355.95 n856 NODE 0 299.54 13.96 Node us.Tee 0 0 343.18 n857 NODE 0 299.62 13.96 Node us.Tee 0 0 347.35 n858 0 299.71 13.96 Node NODE 0 0 351.51 n859 NODE 0 299.62 14.46 Node us.90 0 0 347.35 n860 NODE 0 299.8 13.96 Node us.Tee 0 0 356.01 n861 NODE 0 300 13.96 Node us.Tee 0 0 365.26 n862 NODE 0 300.19 13.96 Node us.Tee 0 0 374.51 n863 NODE 0 300 14.46 Node us.90 0 0 365.26 n864 NODE 0 300.38 13.96 Node us.Tee 0 0 383.76 n865 NODE 0 300.19 14.46 Node us.90 0 0 374.51 n866 NODE 0 300.58 13.96 Node us.90 0 0 393.01 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 16 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n867 NODE 0 300.38 14.46 Node us.90 0 0 383.76 n868 NODE 0 300.58 14.46 Node us.90 0 0 393.01 h33HEAD 11.2 298.12 14.46 Head 0 100 347.35 h34HEAD 11.2 299.08 14.46 Head 0 100 393.01 h35HEAD 11.2 298.88 14.46 Head 0 100 383.76 h36 11.2 298.69 14.46 Head HEAD 0 100 374.51 h37HEAD 11.2 298.5 14.46 Head 0 100 365.26 h38 11.2 302.8 13.96 Head HEAD 0 100 355.95 n869 NODE 0 299.51 23.96 Node us.Tee 0 0 343.18 n870 NODE 0 299.6 23.96 Node us.Tee 0 0 347.35 n871 0 299.69 23.96 Node NODE 0 0 351.51 n872 NODE 0 299.6 24.46 Node us.90 0 0 347.35 n873 NODE 0 299.78 23.96 Node us.Tee 0 0 356.01 n874 NODE 0 299.97 23.96 Node us.Tee 0 0 365.26 n875 NODE 0 300.17 23.96 Node us.Tee 0 0 374.51 n876 NODE 0 299.97 24.46 Node us.90 0 0 365.26 n877 NODE 0 300.36 23.96 Node us.Tee 0 0 383.76 n878 NODE 0 300.17 24.46 Node us.90 0 0 374.51 n879 NODE 0 300.55 23.96 Node us.90 0 0 393.01 n880 NODE 0 300.36 24.46 Node us.90 0 0 383.76 n881 NODE 0 300.55 24.46 Node us.90 0 0 393.01 h39 11.2 298.1 24.46 Head HEAD 0 100 347.35 h40HEAD 11.2 299.05 24.46 Head 0 100 393.01 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 17 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1h psi ft sq.ft ft ft h41HEAD 11.2 298.86 24.46 Head 0 100 383.76 h42 11.2 298.67 24.46 Head HEAD 0 100 374.51 h43HEAD 11.2 298.47 24.46 Head 0 100 365.26 h44HEAD 11.2 302.78 23.96 Head 0 100 355.95 n882 NODE 0 299.47 42.96 Node us.Tee 0 0 343.18 n883 NODE 0 299.56 42.96 Node us.Tee 0 0 347.35 n884 0 299.65 42.96 Node NODE 0 0 351.51 n885 NODE 0 299.56 43.46 Node us.90 0 0 347.35 n886 NODE 0 299.74 42.96 Node us.Tee 0 0 356.01 n887 NODE 0 299.93 42.96 Node us.Tee 0 0 365.26 n888 NODE 0 300.12 42.96 Node us.Tee 0 0 374.51 n889 NODE 0 299.93 43.46 Node us.90 0 0 365.26 n890 NODE 0 300.32 42.96 Node us.Tee 0 0 383.76 n891 NODE 0 300.12 43.46 Node us.90 0 0 374.51 n892 NODE 0 300.51 42.96 Node us.90 0 0 393.01 n893 NODE 0 300.32 43.46 Node us.90 0 0 383.76 n894 NODE 0 300.51 43.46 Node us.90 0 0 393.01 h45HEAD 11.2 298.06 43.46 Head 0 100 347.35 h46 11.2 299.01 43.46 Head HEAD 0 100 393.01 h47 11.2 298.82 43.46 Head HEAD 0 100 383.76 h48HEAD 11.2 298.62 43.46 Head 0 100 374.51 h49HEAD 11.2 298.43 43.46 Head 0 100 365.26 h50HEAD 11.2 302.74 42.96 Head 0 100 355.95 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 18 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n895 NODE 0 299.45 52.96 Node us.Tee 0 0 343.18 n896 NODE 0 299.54 52.96 Node us.Tee 0 0 347.35 n897 0 299.62 52.96 Node NODE 0 0 351.51 n898 NODE 0 299.54 53.46 Node us.90 0 0 347.35 n899 NODE 0 299.72 52.96 Node us.Tee 0 0 356.01 n900 NODE 0 299.91 52.96 Node us.Tee 0 0 365.26 n901 NODE 0 300.1 52.96 Node us.Tee 0 0 374.51 n902 NODE 0 299.91 53.46 Node us.90 0 0 365.26 n903 NODE 0 300.29 52.96 Node us.Tee 0 0 383.76 n904 NODE 0 300.1 53.46 Node us.90 0 0 374.51 n905 NODE 0 300.49 52.96 Node us.90 0 0 393.01 n906 NODE 0 300.29 53.46 Node us.90 0 0 383.76 n907 NODE 0 300.49 53.46 Node us.90 0 0 393.01 h51 11.2 298.04 53.46 Head HEAD 0 100 347.35 h52 11.2 298.99 53.46 Head HEAD 0 100 393.01 h53 11.2 298.79 53.46 Head HEAD 0 100 383.76 h54 11.2 298.6 53.46 Head HEAD 0 100 374.51 h55 11.2 298.41 53.46 Head HEAD 0 100 365.26 h56 11.2 302.72 52.96 Head HEAD 0 100 355.95 n908 NODE 0 299.43 62.46 Node us.Tee 0 0 343.18 n909 NODE 0 299.52 62.46 Node us.Tee 0 0 347.35 n910 0 299.6 62.46 Node NODE 0 0 351.51 n911 NODE 0 299.52 62.96 Node us.90 0 0 347.35 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 19 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n912 NODE 0 299.7 62.46 Node us.Tee 0 0 356.01 n913 NODE 0 299.89 62.46 Node us.Tee 0 0 365.26 n914 NODE 0 300.08 62.46 Node us.Tee 0 0 374.51 n915 NODE 0 299.89 62.96 Node us.90 0 0 365.26 n916 NODE 0 300.27 62.46 Node us.Tee 0 0 383.76 n917 NODE 0 300.08 62.96 Node us.90 0 0 374.51 n918 NODE 0 300.47 62.46 Node us.90 0 0 393.01 n919 NODE 0 300.27 62.96 Node us.90 0 0 383.76 n920 NODE 0 300.47 62.96 Node us.90 0 0 393.01 h57HEAD 11.2 298.02 62.96 Head 0 100 347.35 h58HEAD 11.2 298.97 62.96 Head 0 100 393.01 h59HEAD 11.2 298.77 62.96 Head 0 100 383.76 h60 11.2 298.58 62.96 Head HEAD 0 100 374.51 h61 11.2 298.39 62.96 Head HEAD 0 100 365.26 h62HEAD 11.2 302.69 62.46 Head 0 100 355.95 n922 NODE 0 299.5 100.96 Node us.Tee 0 0 347.35 n923 NODE 0 299.59 100.96 Node us.90 0 0 351.51 n924 NODE 0 299.5 101.46 Node us.90 0 0 347.35 n925 NODE 0 299.68 100.96 Node us.Tee 0 0 356.01 h63HEAD 11.2 298 101.46 Head 0 100 347.35 n926 NODE 0 299.88 100.96 Node us.Tee 0 0 365.26 n927 NODE 0 299.68 101.46 Node us.90 0 0 356.01 n928 NODE 0 300.07 100.96 Node us.Tee 0 0 374.51 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 20 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n929 NODE 0 299.88 101.46 Node us.90 0 0 365.26 h64 11.2 298.18 101.46 Head HEAD 0 100 356.01 n930 NODE 0 300.26 100.96 Node us.Tee 0 0 383.76 n931 NODE 0 300.07 101.46 Node us.90 0 0 374.51 h65 11.2 298.38 101.46 Head HEAD 0 100 365.26 n932 NODE 0 300.45 100.96 Node us.90 0 0 393.01 n933 NODE 0 300.26 101.46 Node us.90 0 0 383.76 h66HEAD 11.2 298.57 101.46 Head 0 100 374.51 n934 NODE 0 300.45 101.46 Node us.90 0 0 393.01 h67 11.2 298.76 101.46 Head HEAD 0 100 383.76 h68HEAD 11.2 298.95 101.46 Head 0 100 393.01 n936 NODE 0 299.77 31.96 Node us.90 0 0 356.51 h69 11.2 302.77 31.96 Head HEAD 0 100 356.51 n937 NODE 0 299.58 -5.54 Node us.Tee 0 0 343.18 n938 NODE 0 299.67 -5.54 Node us.Tee 0 0 347.35 n939 0 299.75 -5.54 Node NODE 0 0 351.51 n940 NODE 0 299.67 -5.04 Node us.90 0 0 347.35 n941 NODE 0 299.85 -5.54 Node us.Tee 0 0 356.01 h70HEAD 11.2 298.17 -5.04 Head 0 100 347.35 n942 NODE 0 300.04 -5.54 Node us.Tee 0 0 365.26 n943 NODE 0 299.85 -5.04 Node us.90 0 0 356.01 n944 NODE 0 300.23 -5.54 Node us.Tee 0 0 374.51 n945 NODE 0 300.04 -5.04 Node us.90 0 0 365.26 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 21 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis psi ft sq.ft ft ft h71HEAD 11.2 298.35 -5.04 Head 0 100 356.01 n946 NODE 0 300.43 -5.54 Node us.Tee 0 0 383.76 n947 NODE 0 300.23 -5.04 Node us.90 0 0 374.51 h72 11.2 298.54 -5.04 Head HEAD 0 100 365.26 n948 NODE 0 300.62 -5.54 Node us.90 0 0 393.01 n949 NODE 0 300.43 -5.04 Node us.90 0 0 383.76 h73HEAD 11.2 298.73 -5.04 Head 0 100 374.51 n950 NODE 0 300.62 -5.04 Node us.90 0 0 393.01 h74HEAD 11.2 298.93 -5.04 Head 0 100 383.76 h75HEAD 11.2 299.12 -5.04 Head 0 100 393.01 n951 NODE 0 299.76 33.96 Node us.Tee 0 0 356.01 n952 NODE 0 299.77 33.96 Node us.Tee 0 0 356.51 n953 NODE 0 299.39 81.46 Node us.Tee 0 0 343.18 n954 NODE 0 299.47 81.46 Node us.Tee 0 0 347.35 n955 0 299.56 81.46 Node NODE 0 0 351.51 n956 NODE 0 299.47 81.96 Node us.90 0 0 347.35 n957 NODE 0 299.65 81.46 Node us.Tee 0 0 356.01 h76HEAD 11.2 297.97 81.96 Head 0 100 347.35 n958 NODE 0 299.85 81.46 Node us.Tee 0 0 365.26 n959 NODE 0 299.65 81.96 Node us.90 0 0 356.01 n960 NODE 0 300.04 81.46 Node us.Tee 0 0 374.51 n961 NODE 0 299.85 81.96 Node us.90 0 0 365.26 h77HEAD 11.2 298.15 81.96 Head 0 100 356.01 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 22 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis psi ft sq.ft ft ft n962 NODE 0 300.23 81.46 Node us.Tee 0 0 383.76 n963 NODE 0 300.04 81.96 Node us.90 0 0 374.51 h78 11.2 298.35 81.96 Head HEAD 0 100 365.26 n964 NODE 0 300.42 81.46 Node us.90 0 0 393.01 n965 NODE 0 300.23 81.96 Node us.90 0 0 383.76 h79 11.2 298.54 81.96 Head HEAD 0 100 374.51 n966 NODE 0 300.42 81.96 Node us.90 0 0 393.01 h80HEAD 11.2 298.73 81.96 Head 0 100 383.76 h81 11.2 298.92 81.96 Head HEAD 0 100 393.01 n969 NODE 0 299.39 90.96 Node us.Tee 0 0 343.18 n970 NODE 0 299.47 90.96 Node us.Tee 0 0 347.35 n971 0 299.56 90.96 Node NODE 0 0 351.51 n972 NODE 0 299.47 91.46 Node us.90 0 0 347.35 n973 NODE 0 299.65 90.96 Node us.Tee 0 0 356.01 h82HEAD 11.2 297.97 91.46 Head 0 100 347.35 n974 NODE 0 299.85 90.96 Node us.Tee 0 0 365.26 n975 NODE 0 299.65 91.46 Node us.90 0 0 356.01 n976 NODE 0 300.04 90.96 Node us.Tee 0 0 374.51 n977 NODE 0 299.85 91.46 Node us.90 0 0 365.26 h83HEAD 11.2 298.15 91.46 Head 0 100 356.01 n978 NODE 0 300.23 90.96 Node us.Tee 0 0 383.76 n979 NODE 0 300.04 91.46 Node us.90 0 0 374.51 h84HEAD 11.2 298.35 91.46 Head 0 100 365.26 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 23 Job : Bow Lake Transfer Station Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n980 NODE 0 300.43 90.96 Node us.90 0 0 393.01 n981 NODE 0 300.23 91.46 Node us.90 0 0 383.76 h85HEAD 11.2 298.54 91.46 Head 0 100 374.51 n982 NODE 0 300.43 91.46 Node us.90 0 0 393.01 h86HEAD 11.2 298.73 91.46 Head 0 100 383.76 h87 11.2 298.93 91.46 Head HEAD 0 100 393.01 n983 NODE 0 300.68 -25.04 Node us.90 0 0 394 n984 NODE 0 300.68 -27.04 Node us.90 0 0 367 h88 11.2 278.68 -27.04 Head HEAD 0 100 367 n986 NODE 0 300.68 -27.04 Node us.90 0 0 394 Hydraulic Calculations / Fluid Delivery Time Analysis File: Zone 2.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 24 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft d160 Drop n986 n984 10 1.5 27 1(us.90); 4.92 31.92 oa5 Oarm n983 n986 40 1.5 2 1(us.90); 4 6 d159 Drop n984 h88 40 1.5 22 1(us.90); 4 26 oa3 Oarm n806 n983 40 1.5 1 0 1 d158 Drop n982 h87 40 1 1.5 1(us.90); 2 3.5 d157 Drop n981 h86 40 1 1.5 1(us.90); 2 3.5 d156 Drop n980 n982 40 1 0.5 1(us.90); 2 2.5 d155 Drop n979 h85 40 1 1.5 1(us.90); 2 3.5 d154 Drop n978 n981 40 1 0.5 1(us.Tee); 5 5.5 b102 Brline n978 n980 10 1.5 9.25 0 9.25 d153 Drop n977 h84 40 1 1.5 1(us.90); 2 3.5 d152 Drop n976 n979 40 1 0.5 1(us.Tee); 5 5.5 b101 Brline n976 n978 10 1.5 9.25 0 9.25 d151 Drop n975 h83 40 1 1.5 1(us.90); 2 3.5 d150 Drop n974 n977 40 1 0.5 1(us.Tee); 5 5.5 b100 Brline n974 n976 10 1.5 9.25 0 9.25 d149 Drop n973 n975 40 1 0.5 1(us.Tee); 5 5.5 b99 Brline n973 n974 10 1.5 9.25 0 9.25 d148 Drop n972 h82 40 1 1.5 1(us.90); 2 3.5 b98 Brline n971 n973 10 1.5 4.5 0 4.5 d147 Drop n970 n972 40 1 0.5 1(us.Tee); 5 5.5 b97 Brline n970 n971 10 2 4.17 0 4.17 b96 Brline n969 n970 10 2 4.17 1(us.Tee); 12.31 16.47 d146 Drop n966 h81 40 1 1.5 1(us.90); 2 3.5 d145 Drop n965 h80 40 1 1.5 1(us.90); 2 3.5 d144 Drop n964 n966 40 1 0.5 1(us.90); 2 2.5 d143 Drop n963 h79 40 1 1.5 1(us.90); 2 3.5 d142 Drop n962 n965 40 1 0.5 1(us.Tee); 5 5.5 b94 Brline n962 n964 10 1.5 9.25 0 9.25 d141 Drop n961 h78 40 1 1.5 1(us.90); 2 3.5 d140 Drop n960 n963 40 1 0.5 1(us.Tee); 5 5.5 b93 Brline n960 n962 10 1.5 9.25 0 9.25 d139 Drop n959 h77 40 1 1.5 1(us.90); 2 3.5 d138 Drop n958 n961 40 1 0.5 1(us.Tee); 5 5.5 b92 Brline n958 n960 10 1.5 9.25 0 9.25 d137 Drop n957 n959 40 1 0.5 1(us.Tee); 5 5.5 b91 Brline n957 n958 10 1.5 9.25 0 9.25 d136 Drop n956 h76 40 1 1.5 1(us.90); 2 3.5 b90 Brline n955 n957 10 1.5 4.5 0 4.5 d135 Drop n954 n956 40 1 0.5 1(us.Tee); 5 5.5 b89 Brline n954 n955 10 2 4.17 0 4.17 b88 Brline n953 n954 10 2 4.17 1(us.Tee); 12.31 16.47 b87 Brline n951 n952 10 1.5 0.5 0 0.5 d134 Drop n950 h75 40 1 1.5 1(us.90); 2 3.5 Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 25 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft d133 Drop n949 h74 40 1 1.5 1(us.90); 2 3.5 d132 Drop n948 n950 40 1 0.5 1(us.90); 2 2.5 d131 Drop n947 h73 40 1 1.5 1(us.90); 2 3.5 d130 Drop n946 n949 40 1 0.5 1(us.Tee); 5 5.5 b86 Brline n946 n948 10 1.5 9.25 0 9.25 d129 Drop n945 h72 40 1 1.5 1(us.90); 2 3.5 d128 Drop n944 n947 40 1 0.5 1(us.Tee); 5 5.5 b85 Brline n944 n946 10 1.5 9.25 0 9.25 d127 Drop n943 h71 40 1 1.5 1(us.90); 2 3.5 d126 Drop n942 n945 40 1 0.5 1(us.Tee); 5 5.5 b84 Brline n942 n944 10 1.5 9.25 0 9.25 d125 Drop n941 n943 40 1 0.5 1(us.Tee); 5 5.5 b83 Brline n941 n942 10 1.5 9.25 0 9.25 d124 Drop n940 h70 40 1 1.5 1(us.90); 2 3.5 b82 Brline n939 n941 10 1.5 4.5 0 4.5 d123 Drop n938 n940 40 1 0.5 1(us.Tee); 5 5.5 b81 Brline n938 n939 10 2 4.17 0 4.17 b80 Brline n937 n938 10 2 4.17 1(us.Tee); 12.31 16.47 s8 Sprig n936 h69 30 1 3 1(us.90); 2.38 5.38 oa2 Oarm n952 n936 40 1 2 1(us.Tee); 5 7 b79 Brline n952 n847 10 1.5 8.75 0 8.75 d122 Drop n934 h68 40 1 1.5 1(us.90); 2 3.5 d121 Drop n933 h67 40 1 1.5 1(us.90); 2 3.5 d120 Drop n932 n934 40 1 0.5 1(us.90); 2 2.5 d119 Drop n931 h66 40 1 1.5 1(us.90); 2 3.5 d118 Drop n930 n933 40 1 0.5 1(us.Tee); 5 5.5 b77 Brline n930 n932 10 1.5 9.25 0 9.25 d117 Drop n929 h65 40 1 1.5 1(us.90); 2 3.5 d116 Drop n928 n931 40 1 0.5 1(us.Tee); 5 5.5 b76 Brline n928 n930 10 1.5 9.25 0 9.25 d115 Drop n927 h64 40 1 1.5 1(us.90); 2 3.5 d114 Drop n926 n929 40 1 0.5 1(us.Tee); 5 5.5 b75 Brline n926 n928 10 1.5 9.25 0 9.25 d113 Drop n925 n927 40 1 0.5 1(us,Tee); 5 5.5 b74 Brline n925 n926 10 1.5 9.25 0 9.25 d112 Drop n924 h63 40 1 1.5 1(us.90); 2 3.5 b73 Brline n923 n925 10 1.5 4.5 0 4.5 dill Drop n922 n924 40 1 0.5 1(us.Tee); 5 5.5 b72 Brline n922 n923 10 2 4.17 0 4.17 b71 Brline n780 n922 10 2 4.17 1(us.90); 6.15 10.32 d110 Drop n920 h58 40 1 1.5 1(us.90); 2 3.5 d109 Drop n919 h59 40 1 1.5 1(us.90); 2 3.5 d108 Drop n918 n920 40 1 0.5 1(us.90); 2 2.5 d107 Drop n917 h60 40 1 1.5 1(us.90); 2 3.5 Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 26 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft d106 Drop n916 n919 40 1 0.5 1(us.Tee); 5 5.5 b70 Brline n916 n918 10 1.5 9.25 0 9.25 d105 Drop n915 h61 40 1 1.5 1(us.90); 2 3.5 d104 Drop n914 n917 40 1 0.5 1(us.Tee); 5 5.5 b69 Brline n914 n916 10 1.5 9.25 0 9.25 d103 Drop n913 n915 40 1 0.5 1(us.Tee); 5 5.5 b68 Brline n913 n914 10 1.5 9.25 0 9.25 s7 Sprig n912 h62 40 1 3 1(us.Tee); 5 8 b67 Brline n912 n913 10 1.5 9.25 0 9.25 d102 Drop n911 h57 40 1 1.5 1(us.90); 2 3.5 b66 Brline n910 n912 10 1.5 4.5 0 4.5 d101 Drop n909 n911 40 1 0.5 1(us.Tee); 5 5.5 b65 Brline n909 n910 10 2 4.17 0 4.17 b64 Brline n908 n909 10 2 4.17 1(us.Tee); 12.31 16.47 d100 Drop n907 h52 40 1 1.5 1(us.90); 2 3.5 d99 Drop n906 h53 40 1 1.5 1(us.90); 2 3.5 d98 Drop n905 n907 40 1 0.5 1(us.90); 2 2.5 d97 Drop n904 h54 40 1 1.5 1(us.90); 2 3.5 d96 Drop n903 n906 40 1 0.5 1(us.Tee); 5 5.5 b63 Brline n903 n905 10 1.5 9.25 0 9.25 d95 Drop n902 h55 40 1 1.5 1(us.90); 2 3.5 d94 Drop n901 n904 40 1 0.5 1(us.Tee); 5 5.5 b62 Brline n901 n903 10 1.5 9.25 0 9.25 d93 Drop n900 n902 40 1 0.5 1(us.Tee); 5 5.5 b61 Brline n900 n901 10 1.5 9.25 0 9.25 s6 Sprig n899 h56 40 1 3 1(us.Tee); 5 8 b60 Brline n899 n900 10 1.5 9.25 0 9.25 d92 Drop n898 h51 40 1 1.5 1(us.90); 2 3.5 b59 Brline n897 n899 10 1.5 4.5 0 4.5 d91 Drop n896 n898 40 1 0.5 1(us.Tee); 5 5.5 b58 Brline n896 n897 10 2 4.17 0 4.17 b57 Brline n895 n896 10 2 4.17 1(us.Tee); 12.31 16.47 d90 Drop n894 h46 40 1 1.5 1(us.90); 2 3.5 d89 Drop n893 h47 40 1 1.5 1(us.90); 2 3.5 d88 Drop n892 n894 40 1 0.5 1(us.90); 2 2.5 d87 Drop n891 h48 40 1 1.5 1(us.90); 2 3.5 d86 Drop n890 n893 40 1 0.5 1(us.Tee); 5 5.5 b56 Brline n890 n892 10 1.5 9.25 0 9.25 d85 Drop n889 h49 40 1 1.5 1(us.90); 2 3.5 d84 Drop n888 n891 40 1 0.5 1(us.Tee); 5 5.5 b55 Brline n888 n890 10 1.5 9.25 0 9.25 d83 Drop n887 n889 40 1 0.5 1(us.Tee); 5 5.5 b54 Brline n887 n888 10 1.5 9.25 0 9.25 s5 Sprig n886 h50 40 1 3 1(us.Tee); 5 8 Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 27 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b53 Brline n886 n887 10 1.5 9.25 0 9.25 d82 Drop n885 h45 40 1 1.5 1(us.90); 2 3.5 b52 Brline n884 n886 10 1.5 4.5 0 4.5 d81 Drop n883 n885 40 1 0.5 1(us.Tee); 5 5.5 b51 Brline n883 n884 10 2 4.17 0 4.17 b50 Brline n882 n883 10 2 4.17 1(us.Tee); 12.31 16.47 d80 Drop n881 h40 40 1 1.5 1(us.90); 2 3.5 d79 Drop n880 h41 40 1 1.5 1(us.90); 2 3.5 d78 Drop n879 n881 40 1 0.5 1(us.90); 2 2.5 d77 Drop n878 h42 40 1 1.5 1(us.90); 2 3.5 d76 Drop n877 n880 40 1 0.5 1(us.Tee); 5 5.5 b49 Brline n877 n879 10 1.5 9.25 0 9.25 d75 Drop n876 h43 40 1 1.5 1(us.90); 2 3.5 d74 Drop n875 n878 40 1 0.5 1(us.Tee); 5 5.5 b48 Brline n875 n877 10 1.5 9.25 0 9.25 d73 Drop n874 n876 40 1 0.5 1(us.Tee); 5 5.5 b47 Brline n874 n875 10 1.5 9.25 0 9.25 s4 Sprig n873 h44 40 1 3 1(us.Tee); 5 8 b46 Brline n873 n874 10 1.5 9.25 0 9.25 d72 Drop n872 h39 40 1 1.5 1(us.90); 2 3.5 b45 Brline n871 n873 10 1.5 4.5 0 4.5 d71 Drop n870 n872 40 1 0.5 1(us.Tee); 5 5.5 b44 Brline n870 n871 10 2 4.17 0 4.17 b43 Brline n869 n870 10 2 4.17 1(us.Tee); 12.31 16.47 d70 Drop n868 h34 40 1 1.5 1(us.90); 2 3.5 d69 Drop n867 h35 40 1 1.5 1(us.90); 2 3.5 d68 Drop n866 n868 40 1 0.5 1(us.90); 2 2.5 d67 Drop n865 h36 40 1 1.5 1(us.90); 2 3.5 d66 Drop n864 n867 40 1 0.5 1(us.Tee); 5 5.5 b42 Brline n864 n866 10 1.5 9.25 0 9.25 d65 Drop n863 h37 40 1 1.5 1(us.90); 2 3.5 d64 Drop n862 n865 40 1 0.5 1(us.Tee); 5 5.5 b41 Brline n862 n864 10 1.5 9.25 0 9.25 d63 Drop n861 n863 40 1 0.5 1(us.Tee); 5 5.5 b40 Brline n861 n862 10 1.5 9.25 0 9.25 s3 Sprig n860 h38 40 1 3 1(us.Tee); 5 8 b39 Brline n860 n861 10 1.5 9.25 0 9.25 d62 Drop n859 h33 40 1 1.5 1(us 90); 2 3.5 b38 Brline n858 n860 10 1.5 4.5 0 4.5 d61 Drop n857 n859 40 1 0.5 1(us Tee); 5 5.5 b37 Brline n857 n858 10 2 4.17 0 4.17 b36 Brline n856 n857 10 2 4.17 1(us.Tee); 12.31 16.47 s2 Sprig n830 h32 40 1 3 1(us.Tee); 5 8 d60 Drop n855 h27 40 1 1.5 1(us.90); 2 3.5 Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 28 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft d59 Drop n854 h28 40 1 1.5 1(us.90); 2 3.5 d58 Drop n853 n855 40 1 0.5 1(us.90); 2 2.5 d57 Drop n852 h29 40 1 1.5 1(us.90); 2 3.5 d56 Drop n851 n854 40 1 0.5 1(us.Tee); 5 5.5 b35 Brline n851 n853 10 1.5 9.25 0 9.25 d55 Drop n850 h30 40 1 1.5 1(us.90); 2 3.5 d54 Drop n849 n852 40 1 0.5 1(us.Tee); 5 5.5 b34 Brline n849 n851 10 1.5 9.25 0 9.25 d53 Drop n848 h31 40 1 1.5 1(us.90); 2 3.5 d52 Drop n847 n850 40 1 0.5 1(us.Tee); 5 5.5 b33 Brline n847 n849 10 1.5 9.25 0 9.25 d51 Drop n951 n848 40 1 0.5 1(us.Tee); 5 5.5 d50 Drop n845 h26 40 1 1.5 1(us.90); 2 3.5 b31 Brline n844 n951 10 1.5 4.5 0 4.5 d49 Drop n843 n845 40 1 0.5 1(us.Tee); 5 5.5 b30 Brline n843 n844 10 2 4.17 0 4.17 b29 Brline n769 n843 10 2 4.17 1(us.Tee); 12.31 16.47 sl Sprig n841 h25 40 1 3 1(us.90); 2 5 oa1 Oarm n797 n841 40 1 1 1(us.Tee); 5 6 d47 Drop n839 h23 40 1 1.5 1(us.90); 2 3.5 d46 Drop n838 h22 40 1 1.5 1(us.90); 2 3.5 d45 Drop n837 h21 40 1 1.5 1(us.90); 2 3.5 d44 Drop n836 h20 40 1 1.5 1(us.90); 2 3.5 d43 Drop n835 h19 40 1 1.5 1(us.90); 2 3.5 d42 Drop n834 n836 40 1 0.5 1(us.90); 2 2.5 d41 Drop n833 n837 40 1 0.5 1(us.Tee); 5 5.5 b28 Brline n833 n834 10 1.5 9.25 0 9.25 d40 Drop n832 n838 40 1 0.5 1(us.Tee); 5 5.5 b27 Brline n832 n833 10 1.5 9.25 0 9.25 d39 Drop n831 n839 40 1 0.5 1(us.Tee); 5 5.5 b26 Brline n831 n832 10 1.5 9.25 0 9.25 b25 Brline n830 n831 10 1.5 9.25 0 9.25 b24 Brline n829 n830 10 1.5 4.5 0 4.5 d37 Drop n828 n835 40 1 0.5 1(us.Tee); 5 5.5 b23 Brline n828 n829 10 2 4.17 0 4.17 b22 Brline n765 n828 10 2 4.17 1(us.Tee); 12.31 16.47 d36 Drop n826 h18 40 1 1.5 1(us.90); 2 3.5 d35 Drop n825 h17 40 1 1.5 1(us.90); 2 3.5 d34 Drop n824 h16 40 1 1.5 1(us.90); 2 3.5 d33 Drop n823 h15 40 1 1.5 1(us.90); 2 3.5 d32 Drop n822 h14 40 1 1.5 1(us.90); 2 3.5 d31 Drop n821 h13 40 1 1.5 1(us.90); 2 3.5 d30 Drop n820 n822 40 1 0.5 1(us.90); 2 2.5 d29 Drop n819 n823 40 1 0.5 1(us.Tee); 5 5.5 Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 29 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b21 Brline n819 n820 10 1.5 9.25 0 9.25 d28 Drop n818 n824 40 1 0.5 1(us.Tee); 5 5.5 b20 Brline n818 n819 10 1.5 9.25 0 9.25 d27 Drop n817 n825 40 1 0.5 1(us.Tee); 5 5.5 b19 Brline n817 n818 10 1.5 9.25 0 9.25 d26 Drop n816 n826 40 1 0.5 1(us.Tee); 5 5.5 b18 Brline n816 n817 10 1.5 9.25 0 9.25 b17 Brline n815 n816 10 1.5 4.5 0 4.5 d25 Drop n814 n821 40 1 0.5 1(us.Tee); 5 5.5 b16 Brline n814 n815 10 2 4.17 0 4.17 b15 Brline n813 n814 10 2 4.17 1(us.Tee); 12.31 16.47 d24 Drop n812 h12 40 1 1.5 1(us.90); 2 3.5 d23 Drop n811 hll 40 1 1.5 1(us.90); 2 3.5 d22 Drop n810 h10 40 1 1.5 1(us.90); 2 3.5 d21 Drop n809 h9 40 1 1.5 1(us.90); 2 3.5 d20 Drop n808 h8 40 1 1.5 1(us.90); 2 3.5 d19 Drop n807 h7 40 1 1.5 1(us.90); 2 3.5 d18 Drop n806 n808 40 1 0.5 1(us.Tee); 5 5.5 d17 Drop n805 n809 40 1 0.5 1(us.Tee); 5 5.5 b14 Brline n805 n806 10 1.5 9.25 0 9.25 d16 Drop n804 n810 40 1 0.5 1(us.Tee); 5 5.5 b13 Brline n804 n805 10 1.5 9.25 0 9.25 d15 Drop n803 n811 40 1 0.5 1(us.Tee); 5 5.5 b12 Brline n803 n804 10 1.5 9.25 0 9.25 d14 Drop n802 n812 40 1 0.5 1(us.Tee); 5 5.5 bll Brline n802 n803 10 1.5 9.25 0 9.25 b10 Brline n801 n802 10 1.5 4.5 0 4.5 d13 Drop n800 n807 40 1 0.5 1(us.Tee); 5 5.5 b9 Brline n800 n801 10 2 4.17 0 4.17 b8 Brline n799 n800 10 2 4.17 1(us.90); 6.15 10.32 d10 Drop n796 h5 40 1 1.5 1(us.90); 2 3.5 d9 Drop n795 n796 40 1 0.5 1(us.Tee); 5 5.5 d8 Drop n794 h4 40 1 1.5 1(us.90); 2 3.5 d7 Drop n793 n794 40 1 0.5 1(us.Tee); 5 5.5 d6 Drop n792 h3 40 1 1.5 1(us.90); 2 3.5 d5 Drop n791 n792 40 1 0.5 1(us.Tee); 5 5.5 d4 Drop n790 h2 40 1 1.5 1(us.90); 2 3.5 d3 Drop n789 n790 40 1 0.5 1(us.90); 2 2.5 d2 Drop n788 hl 40 1 1.5 1(us.90); 2 3.5 dl Drop n781 n788 40 1 0.5 1(us.Tee); 5 5.5 b7 Brline n791 n789 10 1.5 9.25 0 9.25 b6 Brline n793 n791 10 1.5 9.25 0 9.25 b5 Brline n795 n793 10 1.5 9.25 0 9.25 b4 Brline n797 n795 10 1.5 9.25 0 9.25 Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 30 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b3 Brline n782 n797 10 1.5 4.5 0 4.5 b2 Brline n781 n782 10 2 4.17 0 4.17 b1 Brline n772 n781 10 2 4.17 1(us.Tee); 12.31 16.47 fd21 FeedMain n969 n780 10 4 10 0 10 fd20 FeedMain n763 n969 10 4 4.5 0 4.5 fd19 FeedMain n777 n778 10 4 14.13 1(us.90); 13.17 27.3 fd18 FeedMain n778 n762 10 4 1.83 1(us.90); 13.17 15 fd17 FeedMain n813 n799 10 4 10 0 10 fd16 FeedMain n937 n813 10 4 9.5 0 9.5 fd15 FeedMain n772 n937 10 4 10 0 10 fd14 FeedMain n856 n772 10 4 9.5 0 9.5 fd13 FeedMain n869 n856 10 4 10 0 10 fd12 FeedMain n769 n869 10 4 10 0 10 fd11 FeedMain n882 n769 10 4 9 0 9 fd10 FeedMain n895 n882 10 4 10 0 10 fd9 FeedMain n908 n895 10 4 9.5 0 9.5 fd8 FeedMain n765 n908 10 4 9 0 9 fd7 FeedMain n953 n765 10 4 10 0 10 fd6 FeedMain n763 n953 10 4 5 0 5 fd5 FeedMain n762 n763 10 4 18.33 1(us.90); 13.17 31.5 fd4 FeedMain n761 n777 10 4 12.38 1(us.90); 13.17 25.54 fd3 FeedMain n760 n761 10 4 7.17 1(us.90); 13.17 20.33 fd2 FeedMain n759 n760 10 4 1.29 1(us.90); 13.17 14.46 fd1 FeedMain n758 n759 10 4 8.31 0 8.31 DP2 DPV n757 n758 DPV-1 4 1.15 0 1.15 v4 Valve n756 n757 TFP1550 CV -1 4 0.38 0 0.38 f16 Fmain n755 n756 10 4 0.67 1(us.90); 13.17 13.83 f15 Fmain n748 n755 10 8 1 1(us.90); 22.16 23.16 f12 Fmain n747 n748 10 8 4.17 1(us.90); 22.16 26.33 fil Fmain n746 n747 10 8 4 0 4 U17 Undergrnd n745 n746 10 10 5 1(us.90); 26.62 31.62 U16 Undergrnd n744 n745 10 10 44 1(us.90); 26.62 70.62 U15 Undergrnd n93 n744 10 10 22 0 22 U14 Undergrnd srcl n103 DI350 10 1 0 1 v3 Valve n103 n102 TFP1550 CV -1 10 1 0 1 U13 Undergrnd n102 n101 DI350 10 73 0 73 U12 Undergrnd n101 n100 DI350 10 5 1(us.90); 38.13 43.13 Ull Undergrnd n100 n99 DI350 10 4.67 1(us.90); 38.13 42.8 BF1 BFP n99 n98 AMES 400 10 5.33 0 5.33 U10 Undergrnd n98 n97 DI350 10 5 0 5 U9 Undergrnd n97 n96 DI350 10 2 1(us.90); 38.13 40.13 v2 Valve n96 n95 TFP1550 CV -1 10 1 0 1 U8 Undergrnd n95 n94 DI350 10 11 0 11 U7 Undergrnd n94 n93 DI350 10 3 1(us.90); 38.13 41.13 Date 2/16/2011 File: Zone 2.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 31 FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Bow Lake Transfer Station Contract No. : 11-1785 City: Tukwila, WA 98188 Project Location: 18800 Orillia Road South Date: 2/2/2011 Contractor Information Name of Contractor: Patriot Fire Protection Address: 2707 70th Ave E Phone Number: 253-926-2290 Name of Designer: Dave Hankins Authority Having Jurisdiction: City of Tukwil FM City: Tacoma, WA 98424 E-mail: daveh@patriotfire.com Water Supply Information Date: 2/2/11 Location: ex. city main Source: source Notes Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 1 00 iii ih as as .o _a m as J J as a) voa Diagram for Headset : Zone 3 single orifice Job : Bow Lake Transfer Station \ 4 N a) co a / Date 2/16/2011, Job : Bow Lake Transfer Station Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 1 Open Heads System Summary System Volume (gal): Fluid: Gas: Differential Trip Ratio: Accelerator: Trip Time: Water Delivery Time: Operating Time: Required Water Delivery Time: Safety Factor: 651.8 Water @ 60F (15.6C) Air @ 40°F and 40psi 0 (Deluge valve) Differential Presure: Opsi I Time Delay: 4s 4.01s 22.84s @ h157 22.89s @ h157 60s 61.9% Flow Pressure 0 122 1376 112 Head# K -Factor Orifice Minimum Transit Time Water Operating Delivery Pressure Time Oper. Time SHALL NOT exceed 60s Open Time (gpm/psi1/2) (in) (psi) (s) (s) (s) h157 11.2 0.64 10.3 18.83 22.84 22.89 (s) 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 3 a ai a) a BFP (n98) — Pressure, psi — Flow, gpm 130- 125- 120- 115- 110- 105 - 30- 125-120- 115- 110- 105- 100- 90- 85- 80- 75-, 65 0090- 85- 80- 75- 65 60~ 55- 50- 45- 40- 35-, 30 - 25- 20- 15- 10 0-35- 30- 25- 20- 15- 10 5 0 -5- -10- =1,900 -1,850 -1,800 1,750 -1,700 -1,650 1,600 1,550 -1,500 -1,450 -1,400 :1,350 :1,300 `1,250 :1,200 1,150 -1,100 -1,050 1,000 -950 0 -900 : -850 -800 3 750 :700 :650 -600 '550 500 450 -400 -350 -300 -250 -200 -150 -100 -50 0 -50 -100 --150 10 15 20 Time, s 25 3'0 35 File: Zone 3.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 4 • srcl —Pressure, psi —Flow, gpm 130- 125 120- 115- 110- 105- 100- 95- 90- 85- 80 75- 70- N a 65- ai D 60- v7 a2 55- L 50- 45- 40- 35- 30- 25- 20- 15- 10- 5 -10 -; 5- 30- 2520- 15-10- 5 -10-; =1,900 -1,850 -1,800 =1,750 -1,700 -1,650 1,600 -1,550 -1,500 -1,450 -1,400 -1,350 `1,300 `1,250 X1,200 :1,150 -1,100 -1,050 1,000 :-950 o -900 i -850 g -800 9 -750 -700 :650 :600 =550 500 -450 -400 :350 =300 -250 .200 -150 -100 -50 :-0 -50 -100 -150 Date 2/16/2011 10 15 20 25 30 35 Time, s File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 5 Pressure, psi DPV (n758) — Pressure, psi — Flow, gpm 130- 125- 120- 115- 110- 105- 100- 95-, 20;115110- 105- 100- 95-, 90- 85- 80- 75- 70 65: 6021 55~ 50- 45- 40- 35- 30- 25- 20- 15- 10- 5- 0-35-30- 25- 20- 15- 10- 5- -57 -5- '1,900 1,900 1,850 -1,800 -1,750 `-1,700 -1,650 -1,600 -1,550 -1,500 -1,450 -1,400 :1,350 1,300 :1,250 1,200 1,150 -1,100 -1,050 1,000 -950 -900 -850 -800 3 -750 :700 _650 '.600 :550 -•500 -450 400 -350 -300 -250 -200 •150 -100 50 :•0 -50 -100 -150 1.0 15 20 25 30 35 Time, s File: Zone 3.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 6 54- 52- 50- 48- 462 44- 42- 40- 38- 36: 34- 32- 30- 28- m 26- a 24: in cU a 22 20- 18- 16- 14- 12- 10 8- 6-; 4- 2- 0 h 157 — Pressure, psi — Flow, gpm -84 =82 -80 ;78 -76 -74 -72 -70 -68 66 -64 -62 -60 -58 =56 :54 -52 -50 -48 -46 -44 -42 -40 -38 -36 -34 -32 -30 =28 `26 :24 -22 20 -18 -16 14 12 10 8 6 4 -2 0 10 15 20 Time, s 25 30 35 -0 --2 --4 --6 --8 11 0 3 File: Zone 3.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 7 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n93 0 270.5 145.96 Node NODE 122 0 347.68 n94 NODE 0 270.5 145.96 Node us.90 122 0 350.68 n95 NODE 0 270.5 156.59 Node us.90 122 0 353.53 n96 NODE 0 270.5 157.56 Node us.90 122 0 353.79 n97 NODE 0 270.5 159.49 Node us.90 122 0 354.31 n98 NODE 0 270.5 158.19 Node us.90 122 0 359.14 n99 NODE 0 270.5 156.81 Node us.90 122 0 364.29 n100 NODE 0 270.5 155.61 Node us.90 122 0 368.79 n101 NODE 0 270.5 158.11 Node us.90 122 0 373.12 n102 NODE 0 270.5 228.62 Node us.90 122 0 392.02 n103 NODE 0 270.5 229.58 Node us.90 122 0 392.28 srcl 0 270.5 230.55 Supply SUPPLY 122 0 392.54 n744 NODE 0 270.5 145.96 Node us.90 122 0 325.68 n745 NODE 0 270.5 101.96 Node us.90 122 0 325.68 n746 0 270.5 101.96 Node NODE 122 0 320.68 n747 NODE 0 270.5 101.96 Node us.90 122 0 316.68 n748 NODE 0 274.67 101.96 Node us.90 122 0 316.68 n755 NODE 0 274.67 101.96 Node us.90 122 0 317.68 n756 0 275.33 101.96 Node NODE 122 0 317.68 n757 0 275.71 101.96 Node NODE 122 0 317.68 n758 0 276.85 101.96 Node NODE 122 0 317.68 n759 NODE 0 277.94 101.96 Node us.Tee 122 0 317.68 n760 0 278.44 101.96 Node NODE 122 0 317.68 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 8 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n761 NODE 0 285.17 101.96 Node us.90 122 0 317.68 n762 NODE 0 285.17 98.42 Node us.90 122 0 317.68 n763 NODE 0 285.17 98.42 Node us.90 122 0 323.43 n764 NODE 0 285.18 97.42 Node us.Tee 122 0 323.43 n765 NODE 0 285.29 44.46 Node us.Tee 122 0 323.43 n766 NODE 0 285.32 27.88 Node us.Tee 122 0 323.43 n767 NODE 0 285.37 6.38 Node us.90 122 0 323.43 n769 NODE 0 285.4 6.38 Node us.Tee 122 0 308.43 n770 0 285.4 6.38 Node NODE 122 0 307.93 n771 NODE 0 285.41 6.38 Node us.90 122 0 301.43 n772 NODE 0 286.18 97.42 Node us.90 122 0 323.43 n773 NODE 0 286.21 97.42 Node us.90 122 0 330.52 n774 NODE 0 286.23 102.46 Node us.90 122 0 330.52 n775 NODE 0 286.23 102.46 Node us.90 122 0 332.18 n776 NODE 0 296.23 102.46 Node us.90 122 0 332.18 n777 NODE 0 296.23 102.46 Node us.90 122 0 337.68 h2 5.6 296.27 93.21 Head HEAD 122 100 337.68 n779 NODE 0 285.3 44.46 Node us.Tee 122 0 319.43 n781 NODE 0 285.33 44.46 Node us.90 122 0 302.43 n782 NODE 0 285.34 41.86 Node us.Tee 122 0 302.43 n783 NODE 0 285.39 30.37 Node us.90 122 0 302.43 h3 11.2 284.89 30.36 Head HEAD 122 100 302.43 h4 11.2 284.84 41.86 Head HEAD 122 100 302.43 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 9 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n784 NODE 0 285.31 41.96 Node us.Tee 122 0 319.43 n785 NODE 0 285.34 33.47 Node us.Tee 122 0 319.43 n786 NODE 0 285.38 24.97 Node us.90 122 0 319.43 h5HEAD 11.2 284.88 24.96 Head 122 100 319.43 h6HEAD 11.2 284.84 33.46 Head 122 100 319.43 h7 11.2 284.81 41.96 Head HEAD 122 100 319.43 n787 NODE 0 285.32 44.46 Node us.Tee 122 0 308.43 n788 NODE 0 285.33 41.96 Node us.Tee 122 0 308.43 n789 NODE 0 285.36 33.47 Node us.Tee 122 0 308.43 n790 NODE 0 285.4 24.97 Node us.90 122 0 308.43 h8HEAD 11.2 284.9 24.96 Head 122 100 308.43 h9 11.2 284.86 33.46 Head HEAD 122 100 308.43 h10 11.2 284.83 41.96 Head HEAD 122 100 308.43 n791 NODE 0 285.34 27.88 Node us.Tee 122 0 327.93 n792 NODE 0 285.35 27.88 Node us.90 122 0 330.43 n793 NODE 0 282.34 27.88 Node us.90 122 0 327.93 n794 NODE 0 282.32 23.88 Node us.Tee 122 0 327.93 n795 NODE 0 282.27 12.05 Node us.Tee 122 0 327.93 n796 NODE 0 282.24 2.88 Node us.90 122 0 327.93 n797 NODE 0 277.24 2.9 Node us.90 122 0 327.93 n798 NODE 0 277.22 0.07 Node us.Tee 122 0 327.93 n799 NODE 0 277.19 -8.35 Node us.Tee 122 0 327.93 n800 NODE 0 277.17 -11.93 Node us.Tee 122 0 327.93 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 10 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n801 NODE 0 277.12 -23.85 Node us.90 122 0 327.93 hll 11.2 281.82 23.88 Head HEAD 122 100 327.93 h12HEAD 11.2 276.72 0.07 Head 122 100 327.93 h13 11.2 276.67 -11.93 Head HEAD 122 100 327.93 h14 11.2 276.62 -23.84 Head HEAD 122 100 327.93 h15HEAD 11.2 281.77 12.05 Head 122 100 327.93 n802 NODE 0 277.17 -8.35 Node us.90 122 0 333.18 n803 NODE 0 274.17 -8.35 Node us.90 122 0 333.18 n804 NODE 0 274.14 -15.85 Node us.Tee 122 0 333.18 n805 NODE 0 274.1 -25.1 Node us.90 122 0 333.18 n806 NODE 0 274.1 -25.1 Node us.90 122 0 336.77 h16HEAD 5.6 273.6 -25.1 Head 122 100 336.77 n807 NODE 0 274.14 -15.85 Node us.Tee 122 0 334.77 n809 NODE 0 274.14 -14.85 Node us.90 122 0 334.77 h17HEAD 5.6 273.64 -14.85 Head 122 100 334.77 n810 NODE 0 274.14 -15.85 Node us.90 122 0 342.77 n811 NODE 0 274.14 -14.85 Node us.90 122 0 342.77 h18HEAD 5.6 273.64 -14.85 Head 122 100 342.77 h22 5.6 285.53 -14.12 Head HEAD 122 100 330.43 h23 5.6 285.57 -24.12 Head HEAD 122 100 330.43 n815 NODE 0 285.46 1.47 Node us.Tee 122 0 330.43 n816 NODE 0 285.5 1.47 Node us.90 122 0 340.02 h24 5.6 285.5 0.97 Head HEAD 122 100 340.02 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 11 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h25HEAD 5.6 285.53 -6.03 Head 122 100 340.02 h27HEAD 5.6 285.61 -24.03 Head 122 100 340.02 h28HEAD 11.2 285.53 -24.62 Head 122 120 308.43 h30HEAD 11.2 285.46 -8.62 Head 122 120 308.43 h31HEAD 11.2 285.43 -0.62 Head 122 120 308.43 h33HEAD 11.2 285.43 15.38 Head 122 120 308.43 h34HEAD 11.2 285.5 -24.62 Head 122 120 319.43 h36HEAD 11.2 285.44 -8.62 Head 122 120 319.43 h37HEAD 11.2 285.4 -0.62 Head 122 120 319.43 n817 NODE 0 285.37 6.38 Node us.Tee 122 0 319.43 h39HEAD 11.2 285.41 15.38 Head 122 120 319.43 n818 NODE 0 285.42 12.38 Node us.Tee 122 0 308.43 h41 11.2 285.49 12.38 Head HEAD 122 120 291.43 n819 NODE 0 285.46 12.38 Node us.Tee 122 0 299.43 h42HEAD 11.2 285.49 20.38 Head 122 100 299.43 n820 NODE 0 300.31 6.38 Node us.90 122 0 301.43 n821 NODE 0 300.38 -25.87 Node us.90 122 0 301.43 n822 NODE 0 300.38 -25.87 Node us.Tee 122 0 297.93 n823 NODE 0 300.38 -25.87 Node us.Tee 122 0 288.93 n824 NODE 0 300.38 -25.87 Node us.Tee 122 0 282.77 n825 0 300.38 -25.87 Node NODE 122 0 282.27 n827 NODE 0 301.21 -25.87 Node us.90 122 0 288.93 n828 NODE 0 317.37 -25.94 Node us.90 122 0 282.77 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 12 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n829 NODE 0 317.37 -25.94 Node us.90 122 0 282.22 h43 11.2 301.33 3.21 Head HEAD 122 120 288.93 h47 11.2 301.16 3.21 Head HEAD 122 120 297.93 n830 NODE 0 301.04 -25.87 Node us.90 122 0 297.93 h51 11.2 317.49 2.39 Head HEAD 122 120 282.22 n835 NODE 0 277.94 103.55 Node us.90 122 0 317.68 n836 NODE 0 263.04 103.55 Node us.90 122 0 317.68 n837 NODE 0 263.02 92.05 Node us.Tee 122 0 317.68 n838 NODE 0 263.02 90.96 Node us.90 122 0 317.68 n839 NODE 0 263.01 90.96 Node us.Tee 122 0 319.68 n840 NODE 0 263 90.96 Node us.90 122 0 323.43 n841 NODE 0 261.42 90.96 Node us.90 122 0 323.43 n843 NODE 0 261.43 88.88 Node us.Tee 122 0 323.43 n844 NODE 0 261.43 88.13 Node us.Tee 122 0 323.43 n845 NODE 0 261.45 85.88 Node us.Tee 122 0 323.43 n846 NODE 0 261.49 76.13 Node us.Tee 122 0 323.43 n847 NODE 0 261.55 64.88 Node us.Tee 122 0 323.43 n848 NODE 0 261.6 54.38 Node us.Tee 122 0 323.43 n851 NODE 0 261.64 47.13 Node us.90 122 0 323.43 n852 NODE 0 263.43 47.13 Node us.90 122 0 323.43 n853 NODE 0 263.43 47.13 Node us.90 122 0 328.1 n854 NODE 0 263.44 43.88 Node us.Tee 122 0 328.1 n855 NODE 0 263.44 41.55 Node us.Tee 122 0 328.1 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 13 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n856 NODE 0 263.46 33.38 Node us.Tee 122 0 328.1 n857 NODE 0 263.48 22.42 Node us.Tee 122 0 328.1 n858 NODE 0 263.5 13.42 Node us.Tee 122 0 328.1 n859 NODE 0 263.5 10.92 Node us.Tee 122 0 328.1 n860 NODE 0 263.52 4.42 Node us.Tee 122 0 328.1 n861 NODE 0 263.53 -1.41 Node us.Tee 122 0 328.1 n862 NODE 0 263.54 -4.58 Node us.Tee 122 0 328.1 n863 NODE 0 263.56 -13.58 Node us.Tee 122 0 328.1 n864 NODE 0 263.57 -22.58 Node us.Tee 122 0 328.1 n865 NODE 0 263.59 -31.33 Node us.Tee 122 0 328.1 n866 NODE 0 263.61 -39.83 Node us.Tee 122 0 328.1 n867 NODE 0 263.63 -50.08 Node us.Tee 122 0 328.1 n868 0 263.63 -50.58 Node NODE 122 0 328.1 n869 NODE 0 266.05 -50.07 Node us.Tee 122 0 328.1 n870 NODE 0 266.13 -39.82 Node us.90 122 0 328.1 n872 NODE 0 266.34 -22.57 Node us.90 122 0 328.1 n874 NODE 0 266.24 -1.4 Node us.90 122 0 328.1 n876 NODE 0 266.09 4.43 Node us.90 122 0 328.1 n878 NODE 0 269.98 22.44 Node us.90 122 0 328.1 n880 NODE 0 269.98 43.9 Node us.90 122 0 328.1 n881 NODE 0 270.2 51.16 Node us.90 122 0 323.43 n882 NODE 0 270.02 54.41 Node us.90 122 0 323.43 n883 NODE 0 261.62 51.13 Node us.Tee 122 0 323.43 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 14 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis/z psi ft sq.ft - ft ft n884 NODE 0 270.05 64.91 Node us.90 122 0 323.43 n885 NODE 0 264.24 76.14 Node us.90 122 0 323.43 h58 11.2 266.15 -50.07 Head HEAD 122 120 304.68 h59 11.2 266.18 -50.07 Head HEAD 122 120 297.27 h60 11.2 266.21 -50.07 Head HEAD 122 120 289.85 h61 5.6 266.05 -50.07 Head HEAD 122 100 337.43 h64 11.2 266.22 -39.82 Head HEAD 122 120 306.93 n889 NODE 0 266.26 -39.82 Node us.90 122 0 297.43 n891 NODE 0 264.34 -39.82 Node us.90 122 0 297.44 n894 NODE 0 264.31 -39.82 Node us.Tee 122 0 289.44 n895 NODE 0 264.27 -39.82 Node us.Tee 122 0 280.94 n893 NODE 0 264.26 -39.82 Node us.90 122 0 278.86 h67 11.2 266.31 -39.82 Head HEAD 122 100 289.43 h68 11.2 266.27 -39.82 Head HEAD 122 100 280.93 h71 11.2 266.42 -22.57 Head HEAD 122 120 306.93 n911 NODE 0 266.46 -22.57 Node us.Tee 122 0 297.93 n910 NODE 0 266.5 -22.57 Node us.Tee 122 0 289.43 n897 NODE 0 266.51 -22.57 Node us.90 122 0 286.43 n898 NODE 0 264.2 -13.57 Node us.90 122 0 286.43 n899 NODE 0 264.17 -13.57 Node us.Tee 122 0 280.93 n900 NODE 0 264.17 -13.57 Node us.90 122 0 278.85 h74 11.2 266.42 -13.57 Head HEAD 122 100 280.92 n901 NODE 0 266.28 -31.32 Node us.Tee 122 0 335.93 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 15 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h75HEAD 5.6 266.28 -40.32 Head 122 100 335.93 n902 0 266.28 -31.32 Node NODE 122 0 336.43 n905 NODE 0 267.17 -22.57 Node us.90 122 0 317.93 n906 NODE 0 266.38 -22.57 Node us.90 122 0 317.93 h78HEAD 11.2 266.14 4.43 Head 122 120 316.43 h79 11.2 266.18 4.43 Head HEAD 122 120 306.93 n921 NODE 0 266.41 -13.57 Node us.Tee 122 0 297.93 n920 NODE 0 266.45 -13.57 Node us.Tee 122 0 289.43 n907 NODE 0 266.46 -13.57 Node us.90 122 0 286.43 n908 NODE 0 266.4 -22.57 Node us.90 122 0 312.93 n909 NODE 0 267.19 -22.57 Node us.90 122 0 312.93 h82HEAD 11.2 271 -22.57 Head 122 100 289.45 h83 11.2 270.96 -22.57 Head HEAD 122 100 297.95 n912 NODE 0 264.25 -22.57 Node us.90 122 0 286.43 n913 NODE 0 264.23 -22.57 Node us.Tee 122 0 280.83 n914 NODE 0 264.22 -22.57 Node us.90 122 0 278.75 h84HEAD 5.6 266.48 -22.57 Head 122 100 280.82 n915 NODE 0 266.45 -31.32 Node us.90 122 0 286.43 n916 NODE 0 264.27 -31.32 Node us.90 122 0 286.43 n917 NODE 0 264.25 -31.32 Node us.Tee 122 0 280.93 n918 NODE 0 264.24 -31.32 Node us.90 122 0 278.85 h85HEAD 11.2 266.5 -31.32 Head 122 100 280.92 n919 NODE 0 266.28 -31.32 Node us.Tee 122 0 328.1 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 16 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h88 11.2 266.37 -31.32 Head HEAD 122 120 306.93 h90 11.2 266.44 -31.32 Head HEAD 122 120 289.43 h91 11.2 270.95 -13.57 Head HEAD 122 100 289.45 h92 11.2 270.91 -13.57 Head HEAD 122 100 297.95 n924 NODE 0 266.32 -13.57 Node us.Tee 122 0 335.93 n925 0 266.32 -13.57 Node NODE 122 0 336.43 n926 NODE 0 266.35 -20.07 Node us.Tee 122 0 335.93 h93 5.6 266.35 -22.07 Head HEAD 122 100 335.93 n927 NODE 0 266.35 -20.07 Node us.90 122 0 339.18 n928 NODE 0 259.22 -20.07 Node us.Tee 122 0 339.18 n929 0 246.1 -20.07 Node NODE 122 0 339.18 n930 NODE 0 259.22 -20.07 Node us.90 122 0 337.27 n931 NODE 0 259.24 -24.11 Node us.Tee 122 0 337.27 n932 NODE 0 259.29 -35.95 Node us.Tee 122 0 337.27 n933 NODE 0 259.31 -42.28 Node us.90 122 0 337.27 n934 NODE 0 259.31 -42.28 Node us.90 122 0 334.18 n935 NODE 0 259.34 -48.28 Node us.Tee 122 0 334.18 n937 NODE 0 259.34 -48.28 Node us.90 122 0 335.18 h94 5.6 258.34 -48.28 Head HEAD 122 100 335.18 n938 NODE 0 259.39 -59.61 Node us.90 122 0 334.18 n939 NODE 0 259.39 -59.61 Node us.Tee 122 0 335.18 h95 5.6 258.39 -59.61 Head HEAD 122 100 335.18 n940 NODE 0 259.39 -59.61 Node us.90 122 0 336.18 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 17 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h96HEAD 5.6 262.39 -59.61 Head 122 100 336.18 h97 5.6 258.29 -35.95 Head HEAD 122 100 337.27 h98HEAD 5.6 258.24 -24.12 Head 122 100 337.27 n941 NODE 0 266.29 -13.57 Node us.Tee 122 0 328.1 h101HEAD 11.2 266.37 -13.57 Head 122 120 306.93 h 103HEAD 11.2 266.22 -4.57 Head 122 120 316.43 n942 NODE 0 266.17 -4.57 Node us.90 122 0 328.1 h104HEAD 11.2 266.26 -4.57 Head 122 120 306.93 h106HEAD 11.2 270.03 22.44 Head 122 120 316.93 h107HEAD 11.2 270.06 22.44 Head 122 120 307.93 h 108HEAD 11.2 270.1 22.44 Head 122 120 298.93 h109 11.2 270.15 13.44 Head HEAD 122 120 290.93 h110HEAD 11.2 270.01 13.44 Head 122 120 325.93 h112HEAD 11.2 270.08 13.44 Head 122 120 307.93 h113HEAD 11.2 270.12 13.44 Head 122 120 298.93 n943 NODE 0 270 13.44 Node us.90 122 0 328.1 h 115HEAD 11.2 270.02 43.9 Head 122 120 318.68 h 116HEAD 11.2 270.05 43.9 Head 122 120 310.68 h117 11.2 270.08 43.9 Head HEAD 122 120 302.68 n944 NODE 0 269.96 33.4 Node us.90 122 0 330.68 n945 NODE 0 269.96 32.15 Node us.90 122 0 330.68 n946 NODE 0 265.37 32.15 Node us.Tee 122 0 330.68 n947 0 258.37 32.15 Node NODE 122 0 330.68 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 18 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n948 NODE 0 265.37 32.15 Node us.90 122 0 337.43 h118 5.6 264.37 32.15 Head HEAD 122 100 337.43 n949 NODE 0 263.44 41.55 Node us.90 122 0 332.35 n950 NODE 0 253.44 41.55 Node us.90 122 0 332.35 n951 NODE 0 253.44 41.55 Node us.90 122 0 333.85 n952 NODE 0 248.44 41.55 Node us.90 122 0 333.85 h119 5.6 248.44 43.55 Head HEAD 122 100 333.85 h121 11.2 270 33.4 Head HEAD 122 120 318.68 h122 11.2 270.03 33.4 Head HEAD 122 120 310.68 h123 11.2 270.06 33.4 Head HEAD 122 120 302.68 n953 NODE 0 269.96 33.4 Node us.Tee 122 0 328.1 h124 11.2 270.05 64.91 Head HEAD 122 100 319.18 h125 11.2 264.24 76.14 Head HEAD 122 100 321.43 h127 5.6 270.26 51.16 Head HEAD 122 120 338.18 h128 11.2 270.04 54.41 Head HEAD 122 120 319.18 h129 11.2 270.08 54.41 Head HEAD 122 120 309.68 n955 NODE 0 261.44 88.13 Node us.Tee 122 0 321.93 n956 NODE 0 261.47 88.13 Node us.90 122 0 315.68 h132 11.2 263.86 88.13 Head HEAD 122 100 321.94 h133 11.2 263.89 88.13 Head HEAD 122 100 315.69 n957 NODE 0 260.43 88.88 Node us.90 122 0 323.43 n958 NODE 0 260.43 88.88 Node us.90 122 0 325.68 n959 NODE 0 260.43 89.88 Node us.90 122 0 325.68 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 19 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis/z psi ft sq.ft ft ft n960 0 250.43 89.88 Node NODE 122 0 325.68 n961 NODE 0 261.45 85.88 Node us.90 122 0 325.68 n962 NODE 0 269.82 85.88 Node us.90 122 0 325.68 n963 NODE 0 269.86 85.88 Node us.90 122 0 336.27 n964 NODE 0 269.91 76.13 Node us.Tee 122 0 336.27 n966 NODE 0 269.91 76.13 Node us.90 122 0 328.77 h137 5.6 269.96 63.13 Head HEAD 122 100 328.77 h139 5.6 269.96 63.13 Head HEAD 122 100 338.77 n967 NODE 0 269.91 76.13 Node us.90 122 0 338.77 n968 NODE 0 263.5 10.92 Node us.90 122 0 330.68 n969 NODE 0 249.92 10.92 Node us.90 122 0 330.68 h141 5.6 249.92 10.92 Head HEAD 122 100 336.28 n971 NODE 0 263.01 -1.4 Node us.Tee 122 0 342.27 n972 0 254.55 -1.4 Node NODE 122 0 342.27 n973 NODE 0 266.26 -1.4 Node us.90 122 0 342.27 n974 NODE 0 266.26 -1.4 Node us.Tee 122 0 337.43 h142 5.6 266.26 4.43 Head HEAD 122 100 337.43 h143 5.6 266.26 -3.4 Head HEAD 122 100 337.43 n976 NODE 0 263.01 -1.4 Node us.Tee 122 0 345.27 n977 0 263.01 -1.9 Node NODE 122 0 345.27 n978 NODE 0 263.08 34.43 Node us.90 122 0 345.27 n979 NODE 0 263.09 34.43 Node us.Tee 122 0 348.18 n980 NODE 0 263.11 34.43 Node us.Tee 122 0 356.68 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 20 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n981 NODE 0 263.11 34.43 Node us.90 122 0 359.43 h147 11.2 263.11 33.68 Head HEAD 122 100 356.68 h148 11.2 263.09 33.68 Head HEAD 122 100 348.18 n983 NODE 0 263.38 -29.82 Node us.90 122 0 359.43 n984 NODE 0 266.5 -29.82 Node us.90 122 0 359.43 h154 11.2 266.12 -51.57 Head HEAD 122 120 348.18 n988 NODE 0 266.14 -52.07 Node us.90 122 0 360.35 n989 NODE 0 258.8 -52.07 Node us.90 122 0 360.35 n990 NODE 0 258.8 -52.07 Node us.90 122 0 360.68 h157 11.2 252.8 -52.07 Head HEAD 122 100 360.68 n993 NODE 0 263.12 -28.82 Node us.90 122 0 345.27 n994 NODE 0 266.49 -28.82 Node us.90 122 0 345.27 n995 NODE 0 266.49 -28.82 Node us.90 122 0 348.18 h162 11.2 266.13 -52.57 Head HEAD 122 120 356.68 n996 NODE 0 266.14 -52.07 Node us.Tee 122 0 356.68 n997 NODE 0 266.5 -29.82 Node us.90 122 0 356.68 n998 NODE 0 263.02 92.71 Node us.Tee 122 0 319.68 n999 NODE 0 263.05 100.21 Node us.Tee 122 0 319.68 n1000 NODE 0 263.07 104.55 Node us.90 122 0 319.68 h163 8 262.02 92.72 Head HEAD 122 100 319.68 h164 8 262.05 100.22 Head HEAD 122 100 319.68 h167 11.2 269.69 128.92 Head HEAD 122 120 311.18 n1003 NODE 0 263 92.05 Node us.Tee 122 0 311.18 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 21 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1004 NODE 0 263 92.05 Node us.90 122 0 307.43 n1005 NODE 0 261.41 92.05 Node us.90 122 0 307.43 n1006 NODE 0 261.41 87.21 Node us.90 122 0 307.43 n1007 NODE 0 261.37 87.21 Node us.Tee 122 0 287.18 n1009 NODE 0 260.79 87.21 Node us.90 122 0 287.18 n1010 NODE 0 260.79 87.21 Node us.90 122 0 286.18 n1011 0 252.45 87.21 Node NODE 122 0 286.18 n1012 NODE 0 261.39 83.96 Node us.Tee 122 0 286.43 n1013 NODE 0 261.44 73.47 Node us.Tee 122 0 286.43 n1014 NODE 0 261.5 62.97 Node us.Tee 122 0 286.43 n1015 NODE 0 261.55 52.47 Node us.Tee 122 0 286.43 n1016 NODE 0 261.61 41.97 Node us.Tee 122 0 286.43 n1017 NODE 0 261.67 31.47 Node us.Tee 122 0 286.43 n1018 NODE 0 261.7 24.47 Node us.90 122 0 286.43 n1019 NODE 0 264.27 24.48 Node us.90 122 0 286.43 n1020 NODE 0 264.28 21.73 Node us.Tee 122 0 286.43 n1021 NODE 0 264.29 14.73 Node us.Tee 122 0 286.43 n1022 NODE 0 264.32 3.73 Node us.Tee 122 0 286.43 n1023 NODE 0 264.33 -5.27 Node us.90 122 0 286.43 n1025 NODE 0 270.52 3.74 Node us.90 122 0 286.43 h169HEAD 5.6 265.29 14.73 Head 122 100 286.43 n1026 NODE 0 265.28 21.73 Node us.90 122 0 286.43 h170HEAD 5.6 265.33 31.49 Head 122 100 286.43 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 22 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1027 NODE 0 264.93 52.48 Node us.90 122 0 286.43 n1028 NODE 0 264.83 62.98 Node us.90 122 0 286.43 n1030 NODE 0 264.75 83.98 Node us.90 122 0 286.43 n1031 NODE 0 261.37 87.21 Node us.90 122 0 286.43 h172HEAD 11.2 265.3 21.73 Head 122 120 291.43 h174HEAD 11.2 270.54 -5.26 Head 122 120 297.93 n1032 NODE 0 270.5 -5.26 Node us.90 122 0 286.43 h176 11.2 270.57 3.74 Head HEAD 122 120 297.93 n1033 NODE 0 261.62 41.97 Node us.Tee 122 0 287.68 n1034 NODE 0 261.64 41.97 Node us.90 122 0 294.18 h177 5.6 265.31 41.97 Head HEAD 122 100 294.17 h178 5.6 265.29 41.97 Head HEAD 122 100 287.67 h180 11.2 265.01 52.48 Head HEAD 122 120 298.93 h183HEAD 11.2 264.92 62.98 Head 122 120 305.93 h184HEAD 11.2 264.96 62.98 Head 122 120 313.93 n1036 NODE 0 264.92 62.98 Node us.Tee 122 0 306.93 h185HEAD 11.2 264.92 54.98 Head 122 100 306.93 h187 11.2 264.8 83.98 Head HEAD 122 120 298.93 h188 11.2 264.83 83.98 Head HEAD 122 120 307.93 h190HEAD 11.2 264.88 73.48 Head 122 120 298.93 h191 11.2 264.91 73.48 Head HEAD 122 120 307.93 n1037 NODE 0 264.83 73.48 Node us.90 122 0 286.43 n1038 0 263.01 92.71 Node NODE 122 0 311.18 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 23 Job : Bow Lake Transfer Station Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis/z psi ft sq.ft ft ft n1040 NODE 0 263.09 104.55 Node us.90 122 0 311.18 n1041 NODE 0 269.59 104.5 Node us.90 122 0 311.18 h193 11.2 269.64 119.46 Head HEAD 122 120 319.68 h194HEAD 11.2 269.68 128.96 Head 122 120 319.68 h195HEAD 11.2 269.72 138.46 Head 122 120 319.68 n1043 NODE 0 269.58 104.55 Node us.90 122 0 319.68 n1044 NODE 0 269.72 136.17 Node us.90 122 0 311.18 h196HEAD 11.2 269.72 136.17 Head 122 100 311.68 n1045 NODE 0 269.72 136.17 Node us.90 122 0 312.68 n1046 NODE 0 256.26 136.17 Node us.90 122 0 312.68 n1047 NODE 0 256.26 136.17 Node us.90 122 0 321.6 n1048 NODE 0 256.26 143.38 Node us.90 122 0 321.6 n1049 NODE 0 250.34 143.38 Node us.90 122 0 321.6 h198HEAD 5.6 250.34 149.38 Head 122 100 321.6 Hydraulic Calculations I Fluid Delivery Time Analysis File: Zone 3.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 24 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft fd86 FeedMain n764 n765 10 4 52.96 0 52.96 fd85 FeedMain n846 n847 10 4 11.25 0 11.25 oa37 Oarm n1049 h198 40 1 6 1(us.90); 2 8 oa36 Oarm n1048 n1049 40 1 5.92 1(us.90); 2 7.92 oa35 Oarm n1047 n1048 40 1 7.21 1(us.90); 2 9.21 oa33 Oarm n1046 n1047 40 1 8.92 1(us.90); 2 10.92 oa32 Oarm n1045 n1046 40 1 13.46 1(us.90); 2 15.46 oa31 Oarm h196 n1045 40 1 1 0 1 oa30 Oarm n1044 h196 40 1.25 0.5 1(us.90); 3 3.5 b300 Brline h167 n1044 40 1.25 7.25 0 7.25 b299 Brline n1043 h193 40 1.5 14.92 1(us.90); 4 18.92 b298 Brline h194 h195 40 1 9.5 0 9.5 b297 Brline h193 h194 40 1.25 9.5 0 9.5 b294 Brline n1040 n1041 40 1.5 6.5 1(us.90); 4 10.5 b292 Brline n1038 n1040 40 1.5 11.83 0 11.83 b291 Brline n1003 n1038 40 2 0.67 1(us.Tee); 10 10.67 b290 Brline h190 h191 40 1 9 0 9 b289 Brline n1037 h190 40 1.25 12.5 1(us.90); 3 15.5 b287 Brline n1030 h187 40 1.25 12.5 1(us.90); 3 15.5 b286 Brline h187 h188 40 1 9 0 9 oa29 Oarm n1036 h185 40 1 8 1(us.Tee); 5 13 b284 Brline n1036 h184 40 1 7 0 7 b283 Brline h183 n1036 40 1.25 1 0 1 b282 Brline n1028 h183 40 1.5 19.5 1(us.90); 4 23.5 b278 Brline n1027 h180 40 1 12.5 1(us.90); 2 14.5 s16 Sprig n1033 h178 40 1 3.67 1(us.Tee); 5 8.67 s15 Sprig n1034 h177 40 1 3.67 1(us.90); 2 5.67 b276 Brline n1033 n1034 40 1 6.5 0 6.5 b275 Brline n1016 n1033 40 1 1.25 1(us.Tee); 5 6.25 b274 Brline n1026 h172 40 1 5 1(us.90); 2 7 b271 Brline n1032 h174 40 1 11.5 1(us.90); 2 13.5 b269 Brline n1025 h176 40 1 11.5 1(us.90); 2 13.5 b267 Brline n1012 n1030 40 1.25 3.36 1(us.Tee); 6 9.36 b266 Brline n1013 n1037 40 1.25 3.39 1(us.Tee); 6 9.39 b265 Brline n1014 n1028 40 1.5 3.33 `' 1(us.Tee); 8 11.33 b264 Brline n1015 n1027 40 1 3.38 1(us.Tee); 5 8.37 s14 Sprig n1017 h170 40 1 3.67 1(us.Tee); 5 8.67 b263 Brline n1020 n1026 40 1 1 1(us.Tee); 5 6 s13 Sprig n1021 h169 40 1 1 1(us.Tee); 5 6 b262 Brline n1022 n1025 40 1 6.21 1(us.Tee); 5 11.21 b261 Brline n1023 n1032 40 1 6.17 1(us.90); 2 8.17 fd30 FeedMain n1022 n1023 10 2.5 9 0 9 fd29 FeedMain n1021 n1022 10 2.5 11 0 11 fd28 FeedMain n1020 n1021 10 2.5 7 0 7 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 25 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft fd27 FeedMain n1019 n1020 10 2.5 2.75 1(us.90); 8.24 10.99 fd26 FeedMain n1018 n1019 10 2.5 2.57 1(us.90); 8.24 10.81 fd25 FeedMain n1017 n1018 10 4 7 0 7 fd24 FeedMain n1016 n1017 10 4 10.5 0 10.5 fd23 FeedMain n1015 n1016 10 4 10.5 0 10.5 fd22 FeedMain n1014 n1015 10 4 10.5 0 10.5 fd21 FeedMain n1013 n1014 10 4 10.5 0 10.5 fd20 FeedMain n1012 n1013 10 4 10.5 0 10.5 fd19 FeedMain n1031 n1012 10 4 3.25 1(us.90); 13.17 16.42 d28 Drop n1010 n1011 40 1 8.33 1(us.90); 2 10.33 d27 Drop n1009 n1010 40 1 1 1(us.90); 2 3 d26 Drop n1007 n1009 40 1 0.58 1(us.Tee); 5 5.58 fd18 FeedMain n1007 n1031 10 4 0.75 0 0.75 fd17 FeedMain n1006 n1007 10 4 20.25 1(us.90); 13.17 33.42 fd16 FeedMain n1005 n1006 10 4 4.83 1(us.90); 13.17 18 fd15 FeedMain n1004 n1005 10 4 1.58 1(us.90); 13.17 14.75 fd14 FeedMain n1003 n1004 10 4 3.75 0 3.75 fd13 FeedMain n837 n1003 10 4 6.5 1(us.Tee); 26.33 32.83 b260 Brline n1041 h167 40 1.5 24.42 1(us.90); 4 28.42 b255 Brline n1000 n1043 40 1.5 6.51 1(us.90); 4 10.51 d25 Drop n999 h164 40 1 1 1(us.Tee); 5 6 d24 Drop n998 h163 40 1 1 1(us.Tee); 5 6 b254 Brline n999 n1000 40 1.5 4.33 0 4.33 b253 Brline n998 n999 40 1.5 7.5 0 7.5 b252 Brline n839 n998 40 1.5 1.75 1(us.Tee); 8 9.75 b251 Brline n996 h162 10 2 0.5 0 0.5 b250 Brline n997 n996 10 2 22.25 1(us.90); 6.15 28.4 b247 Brline n994 n995 10 2 2.92 1(us.90); 6.15 9.07 b246 Brline n993 n994 10 2 3.38 1(us.90); 6.15 9.53 b244 Brline n977 n993 10 2.5 26.92 0 26.92 d23 Drop n990 h157 40 1 6 1(us.90); 2 8 oa28 Oarm n989 n990 40 1 0.33 1(us.90); 2 2.33 oa27 Oarm n988 n989 40 1 7.33 1(us.90); 2 9.33 oa26 Oarm n996 n988 40 1 3.67 1(us.Tee); 5 8.67 b241 Brline n995 h154 10 2 22.75 1(us.90); 6.15 28.9 b235 Brline n984 n997 10 2 2.75 1(us.90); 6.15 8.9 b234 Brline n983 n984 10 2 3.13 1(us.90); 6.15 9.28 b232 Brline n981 n983 10 2.5 64.25 1(us.90); 8.24 72.49 oa25 Oarm n979 h148 40 1 0.75 1(us.Tee); 5 5.75 oa24 Oarm n980 h147 40 1 0.75 1(us.Tee); 5 5.75 fd12 FeedMain n980 n981 10 4 2.75 0 2.75 fd11 FeedMain n979 n980 10 4 8.5 0 8.5 fd10 FeedMain n978 n979 10 4 2.92 1(us.90); 13.17 16.08 fd9 FeedMain n976 n978 10 4 35.83 1(us.Tee); 26.33 62.17 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 26 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft fd5 FeedMain n976 n977 10 4 0.5 1(us.Tee); 26.33 26.83 fd4 FeedMain n971 n976 10 4 3 1(us.Tee); 26.33 29.33 oa22 Oarm n974 h143 40 1 2 1(us.Tee); 5 7 oa21 Oarm n974 h142 40 1 5.83 1(us.Tee); 5 10.83 fd31 FeedMain n974 n973 10 4 4.83 1(us.Tee); 26.33 31.17 d22 Drop n971 n972 40 1 8.46 0 8.46 fd3 FeedMain n973 n971 10 4 3.25 1(us.90); 13.17 16.42 fd2 FeedMain n874 n974 10 4 9.33 1(us.90); 13.17 22.5 oa20 Oarm n969 h141 40 1 5.6 1(us.90); 2 7.6 oal9 Oarm n968 n969 40 1 13.58 1(us.90); 2 15.58 oal8 Oarm n859 n968 40 1 2.58 1(us.Tee); 5 7.58 b227 Brline n967 h139 40 1 13 1(us.90); 2 15 b225 Brline n966 h137 40 1 13 1(us.90); 2 15 b223 Brline n964 n966 40 1 7.5 1(us.Tee); 5 12.5 b222 Brline n964 n967 40 1 2.5 1(us.Tee); 5 7.5 b309 Brline n963 n964 40 1.5 9.75 1(us.90); 4 13.75 b220 Brline n962 n963 40 1.5 10.58 1(us.90); 4 14.58 b216 Brline n961 n962 40 1.5 8.38 1(us.90); 4 12.37 b215 Brline n845 n961 40 1.5 2.25 1(us.Tee); 8 10.25 b214 Brline n959 n960 10 1 10 1(us.90); 2.49 12.49 b213 Brline n958 n959 10 1 1 1(us.90); 2.49 3.49 b212 Brline n957 n958 10 1 2.25 1(us.90); 2.49 4.74 b211 Brline n843 n957 10 1 1 1(us.Tee); 6.22 7.22 s12 Sprig n956 h133 40 1 2.42 1(us.90); 2 4.42 s11 Sprig n955 h132 40 1 2.42 1(us.Tee); 5 7.42 b210 Brline n844 n955 40 1.25 1.5 1(us.Tee); 6 7.5 b209 Brline n955 n956 40 1 6.25 0 6.25 b208 Brline n882 h128 40 1.25 4.25 1(us.90); 3 7.25 b207 Brline h128 h129 40 1 9.5 0 9.5 b206 Brline n881 h127 40 1 14.75 1(us.90); 2 16.75 oal6 Oarm n885 h125 40 1 2 1(us.90); 2 4 oal5 Oarm n884 h124 40 1 4.25 1(us.90); 2 6.25 b204 Brline h122 h123 40 1 8 0 8 b203 Brline h121 h122 40 1.25 8 0 8 b202 Brline n953 h121 40 1.5 9.42 0 9.42 oal4 Oarm n952 h119 40 1 2 1(us.90); 2 4 oa13 Oarm n951 n952 40 1 5 1(us.90); 2 7 oa12 Oarm n950 n951 40 1 1.5 1(us.90); 2 3.5 oall Oarm n949 n950 40 1 10 1(us.90); 2 12 oa10 Oarm n855 n949 40 1 4.25 1(us.Tee); 5 9.25 d21 Drop n948 h118 40 1 1 1(us.90); 2 3 oa9 Oarm n946 n948 40 1 6.75 1(us.Tee); 5 11.75 oa8 Oarm n946 n947 40 1 7 0 7 oa7 Oarm n945 n946 40 1 4.58 1(us.90); 2 6.58 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 27 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft oa6 Oarm n944 n945 40 1 1.25 1(us.90); 2 3.25 oa5 Oarm n953 n944 40 1 2.58 0 2.58 b200 Brline n880 h115 40 1.5 9.42 1(us.90); 4 13.42 b199 Brline h116 h117 40 1 8 0 8 b198 Brline h115 h116 40 1.25 8 0 8 b196 Brline h112 h113 40 1.25 9 0 9 b194 Brline n943 h110 40 2 2.17 1(us.90); 5 7.17 b193 Brline h110 h112 40 1.5 18 0 18 b192 Brline h113 h109 40 1 8 0 8 b190 Brline n878 h106 40 1.5 11.17 1(u.s.90); 4 15.17 b188 Brline h107 h108 40 1 9 0 9 b187 Brline h106 h107 40 1.25 9 0 9 b185 Brline h103 h104 40 1 9.5 0 9.5 b184 Brline n942 h103 40 1.25 11.67 1(us.90); 3 14.67 b181 Brline n941 h101 40 2 21.17 0 21.17 d20 Drop n931 h98 40 1 1 1(us.Tee); 5 6 d19 Drop n932 h97 40 1 1 1(us.Tee); 5 6 s10 Sprig n940 h96 40 1 3 1(us.90); 2 5 b179 Brline n939 n940 40 1 1 0 1 d18 Drop n939 h95 40 1 1 1(us.Tee); 5 6 b178 Brline n938 n939 40 1 1 1(us.90); 2 3 d17 Drop n937 h94 40 1 1 1(us.90); 2 3 b177 Brline n935 n937 40 1 1 1(us.Tee); 5 6 b176 Brline n935 n938 40 1 11.33 0 11.33 b175 Brline n934 n935 40 1 6 1(us.90); 2 8 b174 Brline n933 n934 40 1 3.08 1(us.90); 2 5.08 b173 Brline n932 n933 40 1 6.33 0 6.33 b172 Brline n931 n932 40 1.25 11.83 0 11.83 b171 Brline n930 n931 40 1.5 4.04 1(us.90); 4 8.04 b170 Brline n928 n930 40 1.25 1.92 1(us.Tee); 6 7.92 b169 Brline n928 n929 40 1 13.13 0 13.13 b168 Brline n927 n928 40 1.5 7.13 1(us.90); 4 11.12 b167 Brline n926 n927 40 1.5 3.25 1(us.Tee); 8 11.25 oa4 Oarm n926 h93 40 1 2 0 2 b166 Brline n924 n926 40 1.5 6.5 1(us.Tee); 8 14.5 b165 Brline n924 n925 40 1 0.5 0 0.5 b164 Brline n941 n924 40 1.5 7.83 0 7.83 s9 Sprig n921 h92 40 1 4.5 1(us.Tee); 5 9.5 s8 Sprig n920 h91 40 1 4.5 1(us.Tee); 5 9.5 b157 Brline h88 h90 40 1.5 17.5 0 17.5 b155 Brline n919 h88 40 2 21.17 0 21.17 s7 Sprig n917 h85 40 1 2.25 1(us.Tee); 5 7.25 b153 Brline n917 n918 40 1 2.08 0 2.08 b152 Brline n916 n917 40 1.25 5.5 1(us.90); 3 8.5 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 28 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b151 Brline n915 n916 40 1.25 2.18 1(us.90); 3 5.18 b150 Brline h90 n915 40 1.25 3 0 3 s6 Sprig n913 h84 40 1 2.25 1(us.Tee); 5 7.25 b149 Brline n913 n914 40 1 2.08 0 2.08 b148 Brline n912 n913 40 1.25 5.6 1(us.90); 3 8.6 b147 Brline n897 n912 40 1.25 2.26 1(us.90); 3 5.26 s5 Sprig n911 h83 40 1 4.5 1(us.Tee); 5 9.5 s4 Sprig n910 h82 40 1 4.5 1(us.Tee); 5 9.5 b146 Brline n909 n908 10 2 0.79 1(us.90); 6.15 6.95 b145 Brline n908 h71 40 2 6 1(us.90); 5 11 b143 Brline n920 n907 40 1.25 3 0 3 b142 Brline n921 n920 40 1.5 8.5 0 8.5 b141 Brline h101 n921 40 1.5 9 0 9 b140 Brline h78 h79 40 1 9.5 0 9.5 b139 Brline n906 n905 40 2 0.79 1(us.90); 5 5.79 b138 Brline n905 n909 40 2 5 1(us.90); 5 10 b136 Brline n876 h78 40 1.25 11.67 1(us.90); 3 14.67 b134 Brline n901 n902 40 1 0.5 0 0.5 oa3 Oarm n901 h75 40 1 9 1(us.Tee); 5 14 b133 Brline n919 n901 40 1 7.83 0 7.83 s3 Sprig n899 h74 40 1 2.25 1(us.Tee); 5 7.25 b132 Brline n899 n900 40 1 2.08 0 2.08 b131 Brline n898 n899 40 1.25 5.5 1(us.90); 3 8.5 b130 Brline n907 n898 40 1.25 2.26 1(us.90); 3 5.26 b129 Brline n910 n897 40 1.25 3 0 3 b128 Brline n911 n910 40 1.5 8.5 0 8.5 b126 Brline h71 n911 40 1.5 9 0 9 b125 Brline n872 n906 40 2 10.17 1(us.90); 5 15.17 s2 Sprig n895 h68 40 1 2 1(us.Tee); 5 7 sl Sprig n894 h67 40 1 2 1(us.Tee); 5 7 b120 Brline n895 n893 40 1 2.08 0 2.08 b119 Brline n891 n894 40 1.5 8 1(us.90); 4 12 b118 Brline n894 n895 40 1.25 8.5 0 8.5 b117 Brline n889 n891 40 1.5 1.92 1(us.90); 4 5.92 b116 Brline h64 n889 40 1.5 9.5 0 9.5 b112 Brline n870 h64 40 2 21.17 1(us.90); 5 26.17 oa2 Oarm n869 h61 40 1 9.33 1(us.Tee); 5 14.33 b108 Brline n869 h58 40 2 23.42 1(us.Tee); 10 33.42 b107 Brline h59 h60 40 1.25 7.42 0 7.42 b106 Brline h58 h59 40 1.5 7.42 0 7.42 b102 Brline n846 n885 40 1 2.75 1(us.Tee); 5 7.75 b101 Brline n847 n884 40 1 8.5 1(us.Tee); 5 13.5 b100 Brline n848 n882 40 1.25 8.42 1(us.Tee); 6 14.42 b99 Brline n883 n881 40 1 8.58 1(us.Tee); 5 13.58 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 29 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b98 Brline n854 n880 40 2 6.54 1(us.Tee); 10 16.54 b97 Brline n856 n953 40 2 6.5 1(us.Tee); 10 16.5 b96 Brline n857 n878 40 1.5 6.5 1(us.Tee); 8 14.5 b95 Brline n858 n943 40 2 6.5 1(us.Tee); 10 16.5 b94 Brline n860 n876 40 1.25 2.57 1(us.Tee); 6 8.57 b93 Brline n862 n942 10 1.25 2.63 1(us.Tee); 7.43 10.07 fd1 FeedMain n861 n874 10 4 2.71 1(us.Tee); 26.33 29.04 b92 Brline n863 n941 10 2 2.73 1(us.Tee); 12.31 15.04 b91 Brline n864 n872 10 2 2.76 1(us.Tee); 12.31 15.07 b90 Brline n865 n919 10 2 2.69 1(us.Tee); 12.31 14.99 b89 Brline n866 n870 10 2 2.52 1(us.Tee); 12.31 14.83 b88 Brline n867 n869 10 2 2.42 1(us.Tee); 12.31 14.72 fd84 FeedMain n867 n868 10 4 0.5 0 0.5 fd83 FeedMain n866 n867 10 4 10.25 0 10.25 fd82 FeedMain n865 n866 10 4 8.5 0 8.5 fd81 FeedMain n864 n865 10 4 8.75 0 8.75 fd80 FeedMain n863 n864 10 4 9 0 9 fd79 FeedMain n862 n863 10 4 9 0 9 fd78 FeedMain n861 n862 10 4 3.17 0 3.17 fd77 FeedMain n860 n861 10 4 5.83 0 5.83 fd76 FeedMain n859 n860 10 4 6.5 0 6.5 fd75 FeedMain n858 n859 10 4 2.5 0 2.5 fd74 FeedMain n857 n858 10 4 9 0 9 fd73 FeedMain n856 n857 10 4 10.96 0 10.96 fd72 FeedMain n855 n856 10 4 8.17 0 8.17 fd71 FeedMain n854 n855 10 4 2.33 0 2.33 fd70 FeedMain n853 n854 10 4 3.25 1(us.90); 13.17 16.42 fd69 FeedMain n852 n853 10 6 4.67 1(us.90); 17.6 22.27 fd68 FeedMain n851 n852 10 6 1.79 1(us.90); 17.6 19.39 fd67 FeedMain n883 n851 10 6 4 0 4 fd66 FeedMain n848 n883 10 6 3.25 0 3.25 fd65 FeedMain n847 n848 10 6 10.5 0 10.5 fd63 FeedMain n845 n846 10 6 9.75 0 9.75 fd62 FeedMain n844 n845 10 6 2.25 0 2.25 fd61 FeedMain n843 n844 10 6 0.75 0 0.75 fd59 FeedMain n841 n843 10 6 2.08 1(us.90); 17.6 19.69 fd58 FeedMain n840 n841 10 6 1.58 1(us.90); 17.6 19.19 fd57 FeedMain n839 n840 10 6 3.75 0 3.75 fd56 FeedMain n838 n839 10 6 2 1(us.90); 17.6 19.6 fd55 FeedMain n837 n838 10 6 1.08 0 1.08 fd54 FeedMain n836 n837 10 6 11.5 1(us.90); 17.6 29.1 fd53 FeedMain n835 n836 10 6 14.9 1(us.90); 17.6 32.5 fd52 FeedMain n759 n835 10 6 1.58 1(us.Tee); 37.72 39.3 b83 Brline n829 h51 10 2 28.33 1(us.90); 6.15 34.49 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 30 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b78 Brline n830 h47 10 2 29.08 1(us.90); 6.15 35.23 b74 Brline n827 h43 10 2 29.08 1(us.90); 6.15 35.23 b70 Brline n828 n829 10 2 0.54 1(us.90); 6.15 6.7 b69 Brline n824 n828 10 2 17 1(us.Tee); 12.31 29.31 b68 Brline n823 n827 10 2 0.83 1(us.Tee); 12.31 13.14 b67 Brline n822 n830 10 2 0.67 1(us.Tee); 12.31 12.97 fd51 FeedMain n824 n825 10 3 0.5 0 0.5 fd50 FeedMain n823 n824 10 3 6.17 0 6.17 fd49 FeedMain n822 n823 10 3 9 0 9 fd48 FeedMain n821 n822 10 3 3.5 1(us.90); 9.41 12.91 fd47 FeedMain n820 n821 10 3 32.25 1(us.90); 9.41 41.66 fd46 FeedMain n771 n820 10 3 14.9 1(us.90); 9.41 24.3 oal Oarm n819 h42 40 1 8 1(us.Tee); 5 13 b66 Brline n818 n819 40 1.25 9 1(us.Tee); 6 15 b65 Brline n819 h41 40 1 8 0 8 b62 Brline n818 h33 40 1 3 0 3 b59 Brline n817 h39 40 1 9 1(us.Tee); 5 14 b58 Brline n817 h37 40 1.5 7 1(us.Tee); 8 15 b57 Brline h37 h36 40 1.25 8 0 8 b56 Brline h36 h34 40 1 16 0 16 b53 Brline n769 n818 40 1.5 6 1(us.Tee); 8 14 b52 Brline n769 h31 40 1.5 7 1(us.Tee); 8 15 b51 Brline h31 h30 40 1.25 8 0 8 b50 Brline h30 h28 40 1 16 0 16 b48 Brline h24 h25 40 1.25 7 0 7 b46 Brline h25 h27 40 1 18 0 18 b44 Brline n816 h24 40 1.5 0.5 1(us.90); 4 4.5 b40 Brline n815 n816 40 1.5 9.58 1(us.Tee); 8 17.58 b39 Brline n815 h22 40 1.5 15.58 0 15.58 b35 Brline h22 h23 40 1 10 0 10 b33 Brline n792 n815 40 1.5 26.42 1(us.90); 4 30.42 d16 Drop n811 h18 40 1 0.5 1(us.90); 2 2.5 b28 Brline n810 n811 40 1 1 1(us.90); 2 3 d15 Drop n809 h17 40 1 0.5 1(us.90); 2 2.5 b27 Brline n807 n809 40 1 1 1(us.Tee); 5 6 b26 Brline n807 n810 40 1 8 0 8 b25 Brline n804 n807 40 1 1.58 1(us.Tee); 5 6.58 d14 Drop n806 h16 40 1 0.5 1(us.90); 2 2.5 b24 Brline n805 n806 40 1 3.58 1(us.90); 2 5.58 b23 Brline n804 n805 40 1 9.25 0 9.25 b22 Brline n803 n804 40 1.25 7.5 1(us.90); 3 10.5 b21 Brline n802 n803 40 1.25 3 1(us.90); 3 6 b20 Brline n799 n802 40 1.25 5.25 1(us.Tee); 6 11.25 d13 Drop n795 h15 40 1 0.5 1(us.Tee); 5 5.5 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 31 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft d12 Drop n801 h14 40 1 0.5 1(us.90); 2 2.5 dll Drop n800 h13 40 1 0.5 1(us.Tee); 5 5.5 d10 Drop n798 h12 40 1 0.5 1(us.Tee); 5 5.5 d9 Drop n794 h11 40 1 0.5 1(us.Tee); 5 5.5 b19 Brline n800 n801 40 1 11.92 0 11.92 b18 Brline n799 n800 40 1 3.58 0 3.58 b17 Brline n798 n799 40 1.5 8.42 0 8.42 b16 Brline n797 n798 40 1.5 2.83 1(us.90); 4 6.83 b15 Brline n796 n797 40 1.5 5 1(us.90); 4 9 b14 Brline n795 n796 40 1.5 9.17 0 9.17 b13 Brline n794 n795 40 1.5 11.83 0 11.83 b12 Brline n793 n794 40 1.5 4 1(us.90); 4 8 b11 Brline n791 n793 40 1.5 3 1(us.Tee); 8 11 b10 Brline n791 n792 10 2 2.5 0 2.5 b9 Brline n766 n791 10 2 4.5 1(us.Tee); 12.31 16.81 d8 Drop n790 h8 40 1 0.5 1(us.90); 2 2.5 d7 Drop n789 h9 40 1 0.5 1(us.Tee); 5 5.5 b308 Brline n789 n790 40 1 8.5 0 8.5 d6 Drop n788 h10 40 1 0.5 1(us.Tee); 5 5.5 b307 Brline n788 n789 40 1 8.5 0 8.5 b306 Brline n787 n788 40 1.25 2.5 1(us.Tee); 6 8.5 d5 Drop n784 h7 40 1 0.5 1(us.Tee); 5 5.5 d4 Drop n785 h6 40 1 0.5 1(us.Tee); 5 5.5 d3 Drop n786 h5 40 1 0.5 1(us.90); 2 2.5 b305 Brline n785 n786 40 1 8.5 0 8.5 b304 Brline n784 n785 40 1 8.5 0 8.5 b303 Brline n779 n784 40 1.25 2.5 1(us.Tee); 6 8.5 d2 Drop n782 h4 40 1 0.5 1(us.Tee); 5 5.5 dl Drop n783 h3 40 1 0.5 1(us.90); 2 2.5 b302 Brline n782 n783 40 1 11.5 0 11.5 b301 Brline n781 n782 40 1 2.6 1(us.90); 2 4.6 fd45 FeedMain n787 n781 40 1 6 0 6 fd44 FeedMain n779 n787 40 1.5 11 0 11 fd43 FeedMain n765 n779 40 2 4 1(us.Tee); 10 14 b7 Brline n777 h2 10 1 9.25 1(us.90); 2.49 11.74 b6 Brline n776 n777 40 1 5.5 1(us.90); 2 7.5 b5 Brline n775 n776 40 1 10 1(us.90); 2 12 b4 Brline n774 n775 40 1 1.67 1(us.90); 2 3.67 b3 Brline n773 n774 40 1 5.04 1(us.90); 2 7.04 b2 Brline n772 n773 40 1 7.08 1(us.90); 2 9.08 bl Brline n764 n772 40 1 1 1(us.Tee); 5 6 fd42 FeedMain n770 n771 10 3 6.5 0 6.5 fd41 FeedMain n769 n770 10 4 0.5 0 0.5 fd40 FeedMain n817 n769 10 4 11 0 11 Date 2/16/2011 File: Zone 3.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 32 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft fd39 FeedMain n767 n817 10 4 4 1(us.90); 13.17 17.17 fd38 FeedMain n766 n767 10 4 21.5 0 21.5 fd37 FeedMain n765 n766 10 4 16.58 0 16.58 fd35 FeedMain n763 n764 10 4 1 1(us.90); 13.17 14.17 fd34 FeedMain n762 n763 10 4 5.75 1(us.90); 13.17 18.92 fd33 FeedMain n761 n762 10 4 3.54 1(us.90); 13.17 16.71 fd32 FeedMain n760 n761 10 4 6.73 0 6.73 m2 Cmain n759 n760 10 6 0.5 0 0.5 ml Cmain n758 n759 10 6 1.08 0 1.08 DP2 DPV n757 n758 DPV-1 6 1.15 0 1.15 v4 Valve n756 n757 TFP1550 CV -1 4 0.38 0 0.38 f16 Fmain n755 n756 10 4 0.67 1(us.90); 13.17 13.83 f15 Fmain n748 n755 10 8 1 1(us.90); 22.16 23.16 f12 Fmain n747 n748 10 8 4.17 1(us.90); 22.16 26.33 fll Fmain n746 n747 10 8 4 0 4 U17 Undergrnd n745 n746 10 10 5 1(us.90); 26.62 31.62 U16 Undergrnd n744 n745 10 10 44 1(us.90); 26.62 70.62 U15 Undergrnd n93 n744 10 10 22 0 22 U14 Undergrnd srcl n103 DI350 10 1 0 1 v3 Valve n103 n102 TFP1550 CV -1 10 1 0 1 U13 Undergrnd n102 n101 DI350 10 73 0 73 U12 Undergrnd n101 n100 DI350 10 5 1(us.90); 38.13 43.13 Ull Undergrnd n100 n99 DI350 10 4.67 1(us.90); 38.13 42.8 BF1 BFP n99 n98 AMES 400 10 5.33 0 5.33 U10 Undergrnd n98 n97 DI350 10 5 0 5 U9 Undergrnd n97 n96 DI350 10 2 1(us.90); 38.13 40.13 v2 Valve n96 n95 TFP1550 CV -1 10 1 0 1 U8 Undergrnd n95 n94 DI350 10 11 0 11 U7 Undergrnd n94 n93 DI350 10 3 1(us.90); 38.13 41.13 File: Zone 3.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 33 FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Bow Lake Transfer Station Contract No. : 11-1785 City: Tukwila, WA 98188 Project Location: 18800 Orillia Road South Date: 2/2/2011 Contractor Information Name of Contractor: Patriot Fire Protection Address: 2707 70th Ave E Phone Number: 253-926-2290 Name of Designer: Dave Hankins Authority Having Jurisdiction: City of Tukwila FM City: Tacoma, WA 98424 E-mail: daveh@patriotfire.com Water Supply Information Date: 2/2/11 Location: ex. city main Source: source r Notes Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 1 Diagram for Headset : Zone 4 four orifices Job : Bow Lake Transfer Station U 4) 0 N G) LL Date 2/28/2011 , Job : Bow Lake Transfer Station Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 4 Open Heads System Summary System Volume (gal): Fluid: Gas: Differential Trip Ratio: Accelerator: Trip Time: Water Delivery Time: Operating Time: Required Water Delivery Time: Safety Factor: 0 Water @ 60F (15.6C) Air @ 40°F and 40psi 0 (Deluge valve) Differential Presure: Opsi Time Delay: 4s 4.01s 26.26s @ h215 26.35s @ h215 N/A N/A Flow Pressure 0 122 1376 112 Head# K -Factor Orifice Minimum Transit Time Water Operating Delivery Pressure Time Oper. Time SHALL NOT exceed N/A Open Time (gpm/psilh) (in) h79 h80 h116 h215 11.2 0.64 11.2 0.64 11.2 0.64 11.2 0.64 (psi) 10.3 10.3 10.3 10.3 (s) 13.56 14.37 14.58 22.25 (s) 17.57 18.38 18.59 26.26 (s) 18.424 18.424 19.226 26.35 (s) 0 0 0 0 Protocol: NOT USED • NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. Date 2/28/2011 File: Zone 4.tyc Copyright O2002-2008 Tyco Fire and Building Products Page 3 Pressure, psi srcl — Pressure, psi — Flow, gpm 130- 125- 120 115 110- 105 100- 95- 90- 85 80: 75; 70 65~ 60- 55- 50- 45- 40- 35.; 30 25- 20 15.1 10 5- 5 -10- 10 15 20 Time, s 25 30 35 -3,000 2,900 2,800 -2,700 -2,600 •2,500 2,400 •2,300 :2,200 -2,100 -2,000 -1,900 1,800 1,700 -1,600 -1,500 -.1,400 •1,300 1,200 :1,100 1,000 -900 800 •700 .600 -500 .400 -300 200 •100 -0 -100 -200 --300 -n 0 3 File: Zone 4.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 4 / DPV (n80) — Pressure, psi — Flow, gpm 130: 125- 120- 105- 100- 95- 90- 85: 80- 75• 70- • a 65: 60- z t a) 55 a 50 - 45- 40- 35- 30- 25- 20- 15- 10- 5 0 -5- -10- Date 2/28/2011 10 x5 20 Time, s 25 30 35 -3,000 -2,900 -2,800 -2,700 -2,600 -2,500 •2,400 -2,300 -2,200 -2,100 '2,000 -1,900 =1,800 -1,700 -1,600 -1,500 0 -1,400 to =1,300 3 ;1,200 ;1,100 =1,000 -900 -800 -700 -600 -500 -400 -300 -200 -100 '70 :-100 --200 --300 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 5 .47-1 a ED: tri a) 6: BFP (n9B) — Pressure, psi — Flow, gpm 130- 125- 120-, 115 110 105- 100- 95• 90- 85- 80- 75 70~ 65- 60- 55- 50- 45- 40- 35 30~ 25: 20- 15: 10- 5- 0 -5- -10• 10 15 20 Time, s 25 30 35 / -3,000 -2,900 -2,800 -2,700 2,600 -2,500 2,400 -2,300 -2,200 -2,100 2,000 -1,900 -1,800 -1,700 -1,600 -1,500 0 -1,400 to -1,300 -1,200 - :1,100 1,000 -900 -800 700 -600 -500 400 -300 '200 -100 �•0 -100 :-200 -300 File: Zone 4.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 6 165 160- 155- 150- 145- 140- 135- 130 55- 150- 145-140135130 125- 120- 115: 110= 105= 100. 95- 90-: 85- a 80H 60� 55- 50- 45 40- 30- 25 -] 0-30;25-] 20, 15 10= 5- 0: -5- -10 -15-1 h215 — Pressure, psi — Flow, gpm -145 •140 135 130 -125 -120 -115 -110 :105 -100 95 90 -85 80 75 m 70 o 65 60 S 55 =50 ,45 -40 35 30 25 -20 -15 -10 -5 '-0 --5 0 5 10 15 20 25 30 35 Time, s -10 File: Zone 4.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 7 84- 82- 80- 78 2-80-78 76.: 74 72 70 68 66-, 64 62- 60 58- 56 54 . 52- 50 48 46- _ 44- a 42 - di 40~ L 38 '1'236= o- 34 32- 30' 28= 26= 241: 22 20= 18- 16 14 12 10- 8 6= 4 2� 0, -2- -4 -6 -8 0 5 10 15 20 Time, s h79 — Pressure, psi — Flow, gpm m File: Zone 4.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 8 i 84- 82=. 80 78 76? 74 72- 70 68 66 64 62? 60? 58= 56= 54= 52? 50 48: 46? 44= a 42= cu- 40:1: '538; vi 36 w a 34� 32 30= 28= 26= 24= 224 203.. 18� 16- 14 12 10= 8 6 2= 0: -2? -4 -6 -8 0 h80 — Pressure, psi —Flow, gpm 105 100 95 90 85 80 75 -70 -65 -60 -55 1-1 0 -50 -45 B :40 E35 30 25 20 15 -10 5 10 15 20 Time, s 25 30 35 --10 File: Zone 4.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 9 80 78= 76= 74 72- 70- 68- 667 2-70-6866= 64 62= 60- 58; 56- 54'. 52=. 50= 48- 46 44; 42-: a 40- 38- a 36~ m 34a a 32; 30-: 11116 — Pressure, psi —Flow, gpm 1.05 -100 28- 26: 24= 22 20 18- 16= 14= 12= 10-. 8- 6= 4� 2 95 90 85 80 75 70 65 60 55 -50 45 40 -35 30 -25 -20 -15 -10 5 -4- -6- -8 0 10 15 20 Time, s 25 30 35 --5 --10 m 0 to 0 B File: Zone 4.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 10 / " 7 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis/2 psi ft sq.ft ft ft n80 0 277.58 101.96 Node NODE 0 0 309.43 n83 NODE 0 275.33 101.96 Node us.90 0 0 309.43 n93 0 270.5 145.96 Node NODE 0 0 347.68 n94 NODE 0 270.5 145.96 Node us.90 0 0 350.68 n95 NODE 0 270.5 156.59 Node us.90 0 0 353.53 n96 NODE 0 270.5 157.56 Node us.90 0 0 353.79 n97 NODE 0 270.5 159.49 Node us.90 0 0 354.31 n98 NODE 0 270.5 158.19 Node us.90 0 0 359.14 n99 NODE 0 270.5 156.81 Node us.90 0 0 364.29 n100 NODE 0 270.5 155.61 Node us.90 0 0 368.79 n101 NODE 0 270.5 158.11 Node us.90 0 0 373.12 n102 NODE 0 270.5 228.62 Node us.90 0 0 392.02 n103 NODE 0 270.5 229.58 Node us.90 0 0 392.28 src1 0 270.5 230.55 Supply SUPPLY 0 0 392.54 n744 NODE 0 270.5 145.96 Node us.90 0 0 325.68 n745 NODE 0 270.5 101.96 Node us.90 0 0 325.68 n746 0 270.5 101.96 Node NODE 0 0 320.68 n747 NODE 0 270.5 101.96 Node us.90 0 0 316.68 n748 NODE 0 274.67 101.96 Node us.90 0 0 316.68 n749 NODE 0 274.67 101.96 Node us.90 0 0 309.43 n750 NODE 0 276.25 101.96 Node us.90 0 0 309.43 n751 NODE 0 275.83 101.96 Node us.90 0 0 309.43 n752 NODE 0 286.29 101.96 Node us.90 0 0 309.43 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 11 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi'/2 psi ft sq.ft ft ft n753 NODE 0 286.29 101.96 Node us.Tee 0 0 308.25 n754 NODE 0 286.33 101.96 Node us.Tee 0 0 292.54 n755 NODE 0 286.34 101.96 Node us.Tee 0 0 285.04 n757 NODE 0 309.6 101.96 Node us.90 0 0 279.54 n758 NODE 0 286.35 101.96 Node us.Tee 0 0 284.04 n828 NODE 0 309.63 95.96 Node us.90 0 0 279.54 n829 NODE 0 286.35 101.96 Node us.90 0 0 279.54 n830 NODE 0 309.63 95.96 Node us.Tee 0 0 278.16 n831 NODE 0 309.64 95.96 Node us.Tee 0 0 271.66 n832 NODE 0 309.67 95.96 Node us.Tee 0 0 257.41 n833 NODE 0 309.68 95.96 Node us.Tee 0 0 255.16 n834 NODE 0 309.69 95.96 Node us.Tee 0 0 248.66 n835 NODE 0 309.7 95.96 Node us.Tee 0 0 242.16 n836 NODE 0 309.72 95.96 Node us.Tee 0 0 235.66 n837 NODE 0 309.72 95.96 Node us.Tee 0 0 233.41 n838 NODE 0 309.75 95.96 Node us.Tee 0 0 219.16 n839 NODE 0 309.76 95.96 Node us.Tee 0 0 212.66 n840 NODE 0 309.78 95.96 Node us.Tee 0 0 206.16 n841 NODE 0 309.79 95.96 Node us.Tee 0 0 199.66 n842 NODE 0 309.8 95.96 Node us.Tee 0 0 197.41 n843 NODE 0 309.83 95.96 Node us.Tee 0 0 183.16 n844 NODE 0 309.84 95.96 Node us.90 0 0 176.66 h79HEAD 11.2 321.3 38.4 Head 0 120 183.17 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 12 i• / .\ Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h80 11.2 323.51 25.17 Head HEAD 0 120 183.17 n864 NODE 0 311.65 96.27 Node us.90 0 0 183.17 n875 NODE 0 311.65 96.27 Node us.90 0 0 176.67 n876 NODE 0 319.95 46.45 Node us.90 0 0 176.67 h116HEAD 11.2 324.08 25.26 Head 0 120 176.67 n877 NODE 0 320.63 45.97 Node us.90 0 0 176.67 n978 NODE 0 299.85 101.96 Node us.Tee 0 0 279.54 n1109 NODE 0 325.31 17.86 Node us.90 0 0 176.67 n1110 NODE 0 325.31 17.86 Node us.90 0 0 178.67 n1111 NODE 0 310.31 -72.15 Node us.90 0 0 178.67 n1112 NODE 0 310.31 -72.15 Node us.90 0 0 178.17 h215HEAD 11.2 279.31 -72.15 Head 0 100 178.17 n1113 0 289.85 101.96 Node NODE 0 0 279.54 n759 NODE 0 286.29 103.96 Node us.90 0 0 308.25 h1HEAD 11.2 286.33 102.96 Head 0 100 292.54 n808 NODE 0 286.36 92.96 Node us.Tee 0 0 285.04 h2HEAD 11.2 286.35 102.96 Head 0 100 284.04 n874 NODE 0 311.68 96.31 Node us.90 0 0 278.17 n846 NODE 0 311.68 96.3 Node us.90 0 0 271.67 n847 NODE 0 311.66 96.3 Node us.90 0 0 257.42 n868 NODE 0 311.67 96.3 Node us.90 0 0 255.17 n884 NODE 0 311.66 96.29 Node us.90 0 0 248.67 n881 NODE 0 311.68 96.29 Node us.90 0 0 242.17 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 13 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n867 NODE 0 311.67 96.29 Node us.90 0 0 235.67 n950 NODE 0 311.67 96.29 Node us.90 0 0 233.42 n866 NODE 0 311.66 96.28 Node us.90 0 0 219.17 n878 NODE 0 311.66 96.28 Node us.90 0 0 212.67 n855 NODE 0 311.67 96.28 Node us.90 0 0 206.17 n865 NODE 0 311.66 96.28 Node us.90 0 0 199.67 n922 NODE 0 311.67 96.28 Node us.90 0 0 197.42 n979 NODE 0 299.96 150.46 Node us.90 0 0 279.54 n760 NODE 0 286.31 103.96 Node us.90 0 0 317.87 n809 NODE 0 286.37 86.96 Node us.90 0 0 285.04 h39HEAD 11.2 286.36 92.96 Head 0 100 292.64 h40 11.2 286.36 92.96 Head HEAD 0 100 284.04 n873 NODE 0 311.68 96.31 Node us.90 0 0 278.79 n887 NODE 0 312.12 93.58 Node us.Tee 0 0 257.42 n951 NODE 0 312.13 93.58 Node us.Tee 0 0 233.42 n923 NODE 0 312.12 93.56 Node us.Tee 0 0 197.42 n980 NODE 0 299.96 150.46 Node us.Tee 0 0 278.16 n761 NODE 0 286.32 107.63 Node us.90 0 0 317.87 n810 NODE 0 299.87 86.96 Node us.90 0 0 285.04 n919 NODE 0 313.59 84.75 Node us.Tee 0 0 257.42 n896 NODE 0 312.12 93.58 Node us.Tee 0 0 263.42 n952 NODE 0 313.6 84.74 Node us.Tee 0 0 233.42 n960 NODE 0 312.13 93.58 Node us.Tee 0 0 227.42 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 14 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n924 NODE 0 313.59 84.73 Node us.Tee 0 0 197.42 n932 NODE 0 312.12 93.56 Node us.Tee 0 0 191.42 n981 NODE 0 299.97 150.46 Node us.Tee 0 0 271.66 n1021 NODE 0 302.59 150.9 Node us.90 0 0 278.17 n762 NODE 0 288.59 107.63 Node us.90 0 0 317.87 n811 NODE 0 299.87 83.46 Node us.90 0 0 285.04 n889 NODE 0 315.06 75.91 Node us.Tee 0 0 257.42 n920 NODE 0 313.59 84.75 Node us.Tee 0 0 263.42 n897 0 312.12 93.58 Node NODE 0 0 268.25 h135 5.6 315.08 94.08 Head HEAD 0 100 263.42 n953 NODE 0 315.07 75.9 Node us.Tee 0 0 233.42 n976 NODE 0 313.6 84.74 Node us.Tee 0 0 227.42 n961 0 312.13 93.58 Node NODE 0 0 222.58 h153 5.6 315.08 94.07 Head HEAD 0 100 227.42 n925 NODE 0 315.06 75.89 Node us.Tee 0 0 197.42 n948 NODE 0 313.59 84.73 Node us.Tee 0 0 191.42 n933 0 312.12 93.56 Node NODE 0 0 186.58 h144 5.6 315.08 94.06 Head HEAD 0 100 191.42 n982 NODE 0 299.98 150.46 Node us.Tee 0 0 269.41 n1056 NODE 0 302.58 150.9 Node us.90 0 0 271.67 n763 NODE 0 288.6 108.63 Node us.Tee 0 0 317.87 n812 NODE 0 299.8 83.46 Node us.Tee 0 0 286.54 n913 NODE 0 316.53 67.08 Node us.Tee 0 0 257.42 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 15 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n899 NODE 0 315.06 75.91 Node us.Tee 0 0 263.42 n921 0 313.59 84.75 Node NODE 0 0 268.25 h143 5.6 316.55 85.24 Head HEAD 0 100 263.42 n954 NODE 0 316.54 67.07 Node us.Tee 0 0 233.42 n962 NODE 0 315.07 75.9 Node us.Tee 0 0 227.42 n977 0 313.6 84.74 Node NODE 0 0 222.58 h161 5.6 316.56 85.23 Head HEAD 0 100 227.42 n926 NODE 0 316.54 67.05 Node us.Tee 0 0 197.42 n934 NODE 0 315.06 75.89 Node us.Tee 0 0 191.42 n949 0 313.59 84.73 Node NODE 0 0 186.58 h152 5.6 316.55 85.22 Head HEAD 0 100 191.42 n983 NODE 0 299.99 150.46 Node us.Tee 0 0 265.91 n1019 NODE 0 302.59 150.9 Node us.90 0 0 269.42 n764 NODE 0 288.6 112.88 Node us.Tee 0 0 317.87 n782 NODE 0 290.61 108.63 Node us.90 0 0 318.21 n813 NODE 0 299.87 83.46 Node us.Tee 0 0 295.04 n824 NODE 0 300.84 83.46 Node us.90 0 0 286.53 n871 NODE 0 319.98 46.49 Node us.90 0 0 271.67 n916 NODE 0 318.01 58.24 Node us.Tee 0 0 257.42 n914 NODE 0 316.53 67.08 Node us.Tee 0 0 263.42 n900 0 315.06 75.91 Node NODE 0 0 268.25 h136HEAD 5.6 318.02 76.4 Head 0 100 263.42 n885 NODE 0 319.96 46.48 Node us.90 0 0 248.67 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 16 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n882 NODE 0 319.98 46.48 Node us.90 0 0 242.17 n955 NODE 0 318.02 58.23 Node us.Tee 0 0 233.42 n972 NODE 0 316.54 67.07 Node us.Tee 0 0 227.42 n963 0 315.07 75.9 Node NODE 0 0 222.58 h154 5.6 318.03 76.4 Head HEAD 0 100 227.42 n879 NODE 0 319.96 46.47 Node us.90 0 0 212.67 n862 NODE 0 319.97 46.47 Node us.90 0 0 206.17 n927 NODE 0 318.01 58.22 Node us.Tee 0 0 197.42 n944 NODE 0 316.54 67.05 Node us.Tee 0 0 191.42 n935 0 315.06 75.89 Node NODE 0 0 186.58 h145 5.6 318.02 76.38 Head HEAD 0 100 191.42 n984 NODE 0 300 150.46 Node us.Tee 0 0 260.91 n1018 NODE 0 302.58 150.9 Node us.90 0 0 265.92 n1077 NODE 0 307.73 120.07 Node us.Tee 0 0 269.42 n765 NODE 0 288.61 115.88 Node us.Tee 0 0 317.87 n783 NODE 0 290.62 112.88 Node us.90 0 0 318.21 n814 NODE 0 299.95 83.46 Node us.Tee 0 0 304.04 n825 NODE 0 300.71 83.46 Node us.90 0 0 295.03 n872 NODE 0 320.66 46.01 Node us.90 0 0 271.67 n907 NODE 0 319.48 49.4 Node us.Tee 0 0 257.42 n917 NODE 0 318.01 58.24 Node us.Tee 0 0 263.42 n915 0 316.53 67.08 Node NODE 0 0 268.25 h141HEAD 5.6 319.49 67.57 Head 0 100 263.42 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 17 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h104HEAD 11.2 323.52 25.19 Head 0 120 255.17 n886 NODE 0 320.64 46 Node us.90 0 0 248.67 n883 NODE 0 320.66 46 Node us.90 0 0 242.17 h98HEAD 11.2 323.52 25.19 Head 0 120 235.67 n956 NODE 0 319.49 49.4 Node us.Tee 0 0 233.42 n974 NODE 0 318.02 58.23 Node us.Tee 0 0 227.42 n973 0 316.54 67.07 Node NODE 0 0 222.58 h159 5.6 319.5 67.56 Head HEAD 0 100 227.42 h92HEAD 11.2 323.51 25.18 Head 0 120 219.17 n880 NODE 0 320.63 45.98 Node us.90 0 0 212.67 n863 NODE 0 320.65 45.98 Node us.90 0 0 206.17 h86HEAD 11.2 323.51 25.17 Head 0 120 199.67 n928 NODE 0 319.48 49.38 Node us.Tee 0 0 197.42 n946 NODE 0 318.01 58.22 Node us.Tee 0 0 191.42 n945 0 316.54 67.05 Node NODE 0 0 186.58 h150 5.6 319.5 67.55 Head HEAD 0 100 191.42 n985 NODE 0 300.01 150.46 Node us.Tee 0 0 255.16 n1074 NODE 0 302.59 150.9 Node us.90 0 0 260.92 h172HEAD 11.2 302.78 149.66 Head 0 120 265.92 n1085 NODE 0 309.2 111.24 Node us.Tee 0 0 269.42 n1080 NODE 0 307.73 120.07 Node us.Tee 0 0 263.42 n766 NODE 0 288.62 119.38 Node us.Tee 0 0 317.87 n779 NODE 0 289.64 115.88 Node us.90 0 0 318.04 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 18 /• Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n815 NODE 0 299.96 83.46 Node us.90 0 0 305.54 n818 NODE 0 300.82 83.46 Node us.90 0 0 304.03 h68 11.2 323.53 25.2 Head HEAD 0 120 278.79 n910 NODE 0 320.95 40.57 Node us.Tee 0 0 257.42 n908 NODE 0 319.48 49.4 Node us.Tee 0 0 263.42 n918 0 318.01 58.24 Node NODE 0 0 268.25 h142 5.6 320.97 58.73 Head HEAD 0 100 263.42 n957 NODE 0 320.96 40.56 Node us.Tee 0 0 233.42 n968 NODE 0 319.49 49.4 Node us.Tee 0 0 227.42 n975 0 318.02 58.23 Node NODE 0 0 222.58 h160HEAD 5.6 320.98 58.73 Head 0 100 227.42 n929 NODE 0 320.95 40.55 Node us.Tee 0 0 197.42 n940 NODE 0 319.48 49.38 Node us.Tee 0 0 191.42 n947 0 318.01 58.22 Node NODE 0 0 186.58 h151HEAD 5.6 320.97 58.71 Head 0 100 191.42 n986 NODE 0 300.02 150.46 Node us.Tee 0 0 248.66 n1053 NODE 0 302.58 150.89 Node us.90 0 0 255.17 h205 11.2 302.79 149.66 Head HEAD 0 120 260.92 n1030 NODE 0 304.34 140.29 Node us.90 0 0 265.92 n1082 NODE 0 310.67 102.4 Node us.90 0 0 269.42 n1086 NODE 0 309.2 111.24 Node us.Tee 0 0 263.42 n1081 0 307.73 120.07 Node NODE 0 0 258.58 h206 5.6 310.69 120.57 Head HEAD 0 100 263.42 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 19 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h162HEAD 11.2 310.18 105.36 Head 0 120 278.17 n767 NODE 0 288.63 125.88 Node us.Tee 0 0 317.88 h4 5.6 290.59 119.38 Head HEAD 0 100 318.2 n793 NODE 0 291.12 115.88 Node us.Tee 0 0 309.17 n819 NODE 0 300.71 83.46 Node us.90 0 0 305.53 h110HEAD 11.2 324.11 25.3 Head 0 120 271.67 n901 NODE 0 322.43 31.73 Node us.Tee 0 0 257.42 n911 NODE 0 320.95 40.57 Node us.Tee 0 0 263.42 n909 0 319.48 49.4 Node NODE 0 0 268.25 h139 5.6 322.44 49.9 Head HEAD 0 100 263.42 h134HEAD 11.2 324.09 25.29 Head 0 120 248.67 h 128HEAD 11.2 324.11 25.29 Head 0 120 242.17 n958 NODE 0 322.43 31.72 Node us.Tee 0 0 233.42 n970 NODE 0 320.96 40.56 Node us.Tee 0 0 227.42 n969 0 319.49 49.4 Node NODE 0 0 222.58 h157 5.6 322.45 49.89 Head HEAD 0 100 227.42 h122HEAD 11.2 324.09 25.27 Head 0 120 212.67 h74 11.2 324.1 25.27 Head HEAD 0 120 206.17 n930 NODE 0 322.43 31.71 Node us.Tee 0 0 197.42 n942 NODE 0 320.95 40.55 Node us.Tee 0 0 191.42 n941 0 319.48 49.38 Node NODE 0 0 186.58 h148 5.6 322.44 49.88 Head HEAD 0 100 191.42 n987 NODE 0 300.04 150.46 Node us.Tee 0 0 242.16 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 20 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1050 NODE 0 302.57 150.89 Node us.90 0 0 248.67 n1075 0 304.35 140.29 Node NODE 0 0 260.92 n1031 0 306.02 130.22 Node NODE 0 0 265.92 n1083 NODE 0 310.67 102.4 Node us.Tee 0 0 263.42 n1087 0 309.2 111.24 Node NODE 0 0 258.58 h208 5.6 312.16 111.73 Head HEAD 0 100 263.42 h197 11.2 310.18 105.35 Head HEAD 0 120 271.67 n768 0 288.64 131.38 Node NODE 0 0 317.87 n784 NODE 0 290.6 125.88 Node us.90 0 0 318.2 n799 NODE 0 292.76 115.88 Node us.Tee 0 0 299.3 n796 NODE 0 291.12 117.88 Node us.90 0 0 309.17 h9 11.2 295.53 108.63 Head HEAD 0 120 288.69 n820 NODE 0 300.71 81.46 Node us.90 0 0 305.53 n904 NODE 0 323.9 22.89 Node us.90 0 0 257.42 n902 NODE 0 322.43 31.73 Node us.Tee 0 0 263.42 n912 0 320.95 40.57 Node NODE 0 0 268.25 h140 5.6 323.91 41.06 Head HEAD 0 100 263.42 n959 NODE 0 323.91 22.89 Node us.90 0 0 233.42 n964 NODE 0 322.43 31.72 Node us.Tee 0 0 227.42 n971 0 320.96 40.56 Node NODE 0 0 222.58 h158 5.6 323.92 41.05 Head HEAD 0 100 227.42 n931 NODE 0 323.9 22.87 Node us.90 0 0 197.42 n936 NODE 0 322.43 31.71 Node us.Tee 0 0 191.42 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 21 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n943 0 320.95 40.55 Node NODE 0 0 186.58 h149 5.6 323.91 41.04 Head HEAD 0 100 191.42 n988 NODE 0 300.05 150.46 Node us.Tee 0 0 235.66 n1047 NODE 0 302.58 150.89 Node us.90 0 0 242.17 n1076 0 306.03 130.22 Node NODE 0 0 260.92 n1084 0 310.67 102.4 Node NODE 0 0 258.58 h207 5.6 313.63 102.9 Head HEAD 0 100 263.42 n769 NODE 0 288.64 132.38 Node us.Tee 0 0 317.88 n797 NODE 0 294.41 115.88 Node us.90 0 0 289.44 n800 NODE 0 292.76 117.88 Node us.90 0 0 299.3 h33 11.2 294.08 117.88 Head HEAD 0 100 309.66 h13HEAD 11.2 295.54 112.88 Head 0 120 288.69 n821 NODE 0 300.74 81.46 Node us.90 0 0 313.03 n905 NODE 0 323.9 22.89 Node us.Tee 0 0 263.42 n903 0 322.43 31.73 Node NODE 0 0 268.25 h137 5.6 325.39 32.22 Head HEAD 0 100 263.42 n966 NODE 0 323.91 22.89 Node us.Tee 0 0 227.42 n965 0 322.43 31.72 Node NODE 0 0 222.58 h155 5.6 325.39 32.22 Head HEAD 0 100 227.42 n938 NODE 0 323.9 22.87 Node us.Tee 0 0 191.42 n937 0 322.43 31.71 Node NODE 0 0 186.58 h146HEAD 5.6 325.39 32.2 Head 0 100 191.42 n989 NODE 0 300.05 150.46 Node us.Tee 0 0 233.41 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 22 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1044 NODE 0 302.58 150.89 Node us.90 0 0 235.67 n770 NODE 0 288.65 135.38 Node us.Tee 0 0 317.88 n785 NODE 0 290.62 132.38 Node us.90 0 0 318.21 n798 NODE 0 294.41 117.88 Node us.90 0 0 289.44 h35 11.2 295.72 117.88 Head HEAD 0 100 299.8 n826 NODE 0 300.93 56.13 Node us.90 0 0 304.03 n906 0 323.9 22.89 Node NODE 0 0 268.25 h138 5.6 326.86 23.39 Head HEAD 0 100 263.42 n967 0 323.91 22.89 Node NODE 0 0 222.58 h156 5.6 326.87 23.38 Head HEAD 0 100 227.42 n939 0 323.9 22.87 Node NODE 0 0 186.58 h147HEAD 5.6 326.86 23.37 Head 0 100 191.42 n990 NODE 0 300.06 150.46 Node us.Tee 0 0 229.91 n1098 NODE 0 302.58 150.89 Node us.90 0 0 233.42 n771 NODE 0 288.66 138.88 Node us.Tee 0 0 317.88 n801 NODE 0 289.64 135.38 Node us.90 0 0 318.04 h34HEAD 11.2 297.36 117.88 Head 0 100 289.93 h41HEAD 11.2 300.79 69.46 Head 0 120 313.03 n827 NODE 0 300.93 56.13 Node us.90 0 0 301.53 h44HEAD 11.2 300.92 30.47 Head 0 120 295.03 n991 NODE 0 300.07 150.46 Node us.Tee 0 0 224.91 n1071 NODE 0 302.57 150.88 Node us.90 0 0 229.92 n1099 NODE 0 307.72 120.06 Node us.Tee 0 0 233.42 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 23 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h194HEAD 11.2 310.17 105.35 Head 0 120 255.17 n772 NODE 0 288.67 145.38 Node us.Tee 0 0 317.88 h3 5.6 290.63 138.88 Head HEAD 0 100 318.21 n802 NODE 0 291.12 135.38 Node us.Tee 0 0 309.17 h17HEAD 11.2 295.52 125.88 Head 0 120 288.69 h62 5.6 300.94 53.97 Head HEAD 0 100 301.53 n822 NODE 0 301.1 20.87 Node us.90 0 0 286.53 n992 NODE 0 300.08 150.46 Node us.Tee 0 0 219.16 n1068 NODE 0 302.58 150.88 Node us.90 0 0 224.92 h204 11.2 302.77 149.65 Head HEAD 0 120 229.92 n1100 NODE 0 309.19 111.22 Node us.Tee 0 0 233.42 n1102 NODE 0 307.72 120.06 Node us.Tee 0 0 227.42 h191HEAD 11.2 310.16 105.34 Head 0 120 248.67 n773 NODE 0 288.68 151.88 Node us.90 0 0 317.88 n786 NODE 0 290.6 145.38 Node us.90 0 0 318.2 n803 NODE 0 292.76 135.38 Node us.Tee 0 0 299.3 n805 NODE 0 291.12 137.38 Node us.90 0 0 309.17 n823 NODE 0 301.1 20.87 Node us.90 0 0 283.53 n993 NODE 0 300.1 150.46 Node us.Tee 0 0 212.66 n1041 NODE 0 302.57 150.88 Node us.90 0 0 219.17 h203HEAD 11.2 302.78 149.65 Head 0 120 224.92 n1072 0 304.34 140.28 Node NODE 0 0 229.92 n1101 NODE 0 310.67 102.39 Node us.90 0 0 233.42 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 24 / • Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis/z psi ft sq.ft ft ft n1106 NODE 0 309.19 111.22 Node us.Tee 0 0 227.42 n1103 0 307.72 120.06 Node NODE 0 0 222.58 h212 5.6 310.68 120.55 Head HEAD 0 100 227.42 h188HEAD 11.2 310.18 105.34 Head 0 120 242.17 n774 NODE 0 290.6 151.88 Node us.90 0 0 318.2 n804 NODE 0 294.4 135.38 Node us.90 0 0 289.44 n807 NODE 0 292.76 137.38 Node us.90 0 0 299.3 h36HEAD 11.2 294.08 137.38 Head 0 100 309.66 h21 11.2 295.54 132.38 Head HEAD 0 120 288.69 h50 5.6 301.12 13.87 Head HEAD 0 100 283.53 n994 NODE 0 300.11 150.46 Node us.Tee 0 0 206.16 n1038 NODE 0 302.56 150.88 Node us.90 0 0 212.67 n1069 0 304.35 140.28 Node NODE 0 0 224.92 n1073 0 306.02 130.21 Node NODE 0 0 229.92 n1104 NODE 0 310.67 102.39 Node us.Tee 0 0 227.42 n1107 0 309.19 111.22 Node NODE 0 0 222.58 h214HEAD 5.6 312.15 111.72 Head 0 100 227.42 h185HEAD 11.2 310.17 105.34 Head 0 120 235.67 n806 NODE 0 294.4 137.38 Node us.90 0 0 289.44 h38HEAD 11.2 295.72 137.38 Head 0 100 299.8 n995 NODE 0 300.12 150.46 Node us.Tee 0 0 199.66 n1035 NODE 0 302.58 150.88 Node us.90 0 0 206.17 n1070 0 306.03 130.21 Node NODE 0 0 224.92 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 25 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1105 0 310.67 102.39 Node NODE 0 0 222.58 h213 5.6 313.62 102.88 Head HEAD 0 100 227.42 h37 11.2 297.36 137.38 Head HEAD 0 100 289.93 n996 NODE 0 300.13 150.46 Node us.Tee 0 0 197.41 n1032 NODE 0 302.57 150.87 Node us.90 0 0 199.67 n787 NODE 0 293.83 151.88 Node us.Tee 0 0 298.8 h25HEAD 11.2 295.52 145.38 Head 0 120 288.69 n997 NODE 0 300.14 150.46 Node us.Tee 0 0 193.91 n1088 NODE 0 302.58 150.87 Node us.90 0 0 197.42 n788 NODE 0 293.83 154.63 Node us.90 0 0 298.8 n998 NODE 0 300.15 150.46 Node us.Tee 0 0 188.91 n1065 NODE 0 302.56 150.87 Node us.90 0 0 193.92 n1089 NODE 0 307.71 120.05 Node us.Tee 0 0 197.42 h182HEAD 11.2 310.16 105.33 Head 0 120 219.17 h5 11.2 295.51 151.88 Head HEAD 0 120 288.69 n789 NODE 0 281.83 154.63 Node us.90 0 0 298.8 n999 NODE 0 300.16 150.46 Node us.Tee 0 0 183.16 n1062 NODE 0 302.57 150.87 Node us.90 0 0 188.92 h202 11.2 302.77 149.64 Head HEAD 0 120 193.92 n1090 NODE 0 309.19 111.21 Node us.Tee 0 0 197.42 n1092 NODE 0 307.71 120.05 Node us.Tee 0 0 191.42 h179HEAD 11.2 310.15 105.33 Head 0 120 212.67 n790 NODE 0 281.83 152.63 Node us.90 0 0 298.8 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 26 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1000 NODE 0 300.17 150.46 Node us.90 0 0 176.66 n1059 NODE 0 302.56 150.87 Node us.90 0 0 183.17 h201HEAD 11.2 302.78 149.64 Head 0 120 188.92 n1066 0 304.33 140.26 Node NODE 0 0 193.92 n1091 NODE 0 310.66 102.37 Node us.90 0 0 197.42 n1096 NODE 0 309.19 111.21 Node us.Tee 0 0 191.42 n1093 0 307.71 120.05 Node NODE 0 0 186.58 h209 5.6 310.67 120.54 Head HEAD 0 100 191.42 h176HEAD 11.2 310.17 105.33 Head 0 120 206.17 n791 NODE 0 281.86 152.63 Node us.Tee 0 0 305.3 n1026 NODE 0 302.56 150.86 Node us.90 0 0 176.67 n1063 0 304.34 140.26 Node NODE 0 0 188.92 n1067 0 306.01 130.19 Node NODE 0 0 193.92 n1094 NODE 0 310.66 102.37 Node us.Tee 0 0 191.42 n1097 0 309.19 111.21 Node NODE 0 0 186.58 h211HEAD 5.6 312.14 111.7 Head 0 100 191.42 h173HEAD 11.2 310.16 105.33 Head 0 120 199.67 n792 NODE 0 281.9 152.63 Node us.90 0 0 315.3 Head HEAD 11.2 0 280.86 100 152.63 305.31 n1064 0 306.02 130.19 Node NODE 0 0 188.92 n1095 0 310.66 102.37 Node NODE 0 0 186.58 h210HEAD 5.6 313.62 102.87 Head 0 100 191.42 h31HEAD 11.2 280.9 152.63 Head 0 100 315.3 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 27 Job : Bow Lake Transfer Station Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 ft ft psi sq.ft ft h170HEAD 11.2 310.15 105.32 Head 0 120 183.17 h167HEAD 11.2 310.15 105.32 Head 0 120 176.67 Hydraulic Calculations / Fluid Delivery Time Analysis File: Zone 4.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 28 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft DP1 DPV n750 n80 DPV-1 6 1.33 0 1.33 vi Valve n83 n751 TFP1550 CV -1 8 0.5 0 0.5 f2 Fmain n749 n83 10 6 0.67 1(us.90); 17.6 18.27 U7 Undergrnd n94 n93 DI350 10 3 1(us.90); 38.13 41.13 U8 Undergrnd n95 n94 DI350 10 11 0 11 v2 Valve n96 n95 TFP1550 CV -1 10 1 0 1 U9 Undergrnd n97 n96 DI350 10 2 1(us.90); 38.13 40.13 U10 Undergrnd n98 n97 DI350 10 5 0 5 BF1 BFP n99 n98 AMES 400 10 5.33 0 5.33 Uil Undergrnd n100 n99 DI350 10 4.67 1(us.90); 38.13 42.8 U12 Undergrnd n101 n100 DI350 10 5 1(us.90); 38.13 43.13 U13 Undergrnd n102 n101 DI350 10 73 0 73 v3 Valve n103 n102 TFP1550 CV -1 10 1 0 1 U14 Undergrnd srcl n103 DI350 10 1 0 1 U15 Undergrnd n93 n744 10 10 22 0 22 U16 Undergrnd n744 n745 10 10 44 1(us.90); 26.62 70.62 U17 Undergrnd n745 n746 10 10 5 1(us.90); 26.62 31.62 fib Fmain n746 n747 10 8 4 0 4 f12 Fmain n747 n748 10 8 4.17 1(us.90); 22.16 26.33 f13 Fmain n748 n749 10 8 7.25 1(us.90); 22.16 29.41 fi4 Fmain n751 n750 10 6 0.42 0 0.42 fd6 FeedMain n80 n752 10 6 8.71 0 8.71 fd1 FeedMain n752 n753 10 6 1.19 1(us.90); 17.6 18.79 fd2 FeedMain n753 n754 10 6 15.71 0 15.71 fd3 FeedMain n754 n755 10 6 7.5 0 7.5 fd4 FeedMain n755 n758 10 6 1 0 1 fd5 FeedMain n758 n829 10 6 4.5 0 4.5 m13 Cmain n757 n828 10 6 6 1(us.90); 17.6 23.6 m25 Cmain n828 n830 10 6 1.38 1(us.90); 17.6 18.98 m26 Cmain n830 n831 10 6 6.5 0 6.5 m27 Cmain n831 n832 10 6 14.25 0 14.25 m28 Cmain n832 n833 10 6 2.25 0 2.25 m29 Cmain n833 n834 10 6 6.5 0 6.5 m30 Cmain n834 n835 10 6 6.5 0 6.5 m31 Cmain n835 n836 10 6 6.5 0 6.5 m32 Cmain n836 n837 10 6 2.25 0 2.25 m33 Cmain n837 n838 10 6 14.25 0 14.25 m34 Cmain n838 n839 10 6 6.5 0 6.5 m35 Cmain n839 n840 10 6 6.5 0 6.5 m36 Cmain n840 n841 10 6 6.5 0 6.5 m37 Cmain n841 n842 10 6 2.25 0 2.25 m38 Cmain n842 n843 10 6 14.25 0 14.25 m39 Cmain n843 n844 10 6 6.5 0 6.5 b90 Brline n843 n864 10 2.5 1.85 1(us.Tee); 16.47 18.33 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 29 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b91 Brline n844 n875 10 2.5 1.83 1(us.90); 8.24 10.07 b110 Brline n864 h79 10 2.5 58.67 1(us.90); 8.24 66.9 b114 Brline h79 h80 10 2.5 13.42 0 13.42 b150 Brline n875 n876 10 2.5 50.5 1(us.90); 8.24 58.74 b154 Brline n876 n877 10 2.5 0.83 1(us.90); 8.24 9.07 b156 Brline n877 h116 10 2.5 20.99 1(us.90); 8.24 29.23 m42 Cmain n978 n757 10 6 9.75 0 9.75 b320 Brline h116 n1109 10 2.5 7.5 0 7.5 b322 Brline n1109 n1110 10 2.5 2 1(us.90); 8.24 10.24 b323 Brline n1110 n1111 10 2 91.25 1(us.90); 6.15 97.4 b324 Brline n1111 n1112 10 2 0.5 1(us.90); 6.15 6.65 b325 Brline n1112 h215 40 2 31 1(us.90); 5 36 v4 Valve n829 n1113 Metra Flex 6 3.5 0 3.5 m66 Cmain n1113 n978 10 6 10 0 10 m1 Cmain n753 n759 10 6 2 1(us.Tee); 37.72 39.72 oal Oarm n754 hl 40 1 1 1(us.Tee); 5 6 m5 Cmain n755 n808 10 4 9 1(us.Tee); 26.33 35.33 oa2 Oarm n758 h2 40 1 1 1(us.Tee); 5 6 b77 Brline n830 n874 10 2.5 2.08 1(us.Tee); 16.47 18.56 b78 Brline n831 n846 10 2.5 2.06 1(us.Tee); 16.47 18.54 b79 Brline n832 n847 10 3 2.02 1(us.Tee); 20.16 22.18 b80 Brline n833 n868 10 2.5 2.02 1(us.Tee); 16.47 18.49 b81 Brline n834 n884 10 2.5 2 1(us.Tee); 16.47 18.47 b82 Brline n835 n881 10 2.5 2 1(us.Tee); 16.47 18.47 b83 Brline n836 n867 10 2.5 1.98 1(us.Tee); 16.47 18.45 b84 Brline n837 n950 10 3 1.98 1(us.Tee); 20.16 22.14 b85 Brline n838 n866 10 2.5 1.94 1(us.Tee); 16.47 18.41 b86 Brline n839 n878 10 2.5 1.92 1(us.Tee); 16.47 18.39 b87 Brline n840 n855 10 2.5 1.92 1(us.Tee); 16.47 18.39 b88 Brline n841 n865 10 2.5 1.9 1(us.Tee); 16.47 18.37 b89 Brline n842 n922 10 3 1.9 1(us.Tee); 20.16 22.06 m43 Cmain n978 n979 10 6 48.5 1(us.Tee); 37.72 86.22 m2 Cmain n759 n760 10 6 9.62 1(us.90); 17.6 27.23 m6 Cmain n808 n809 10 4 6 0 6 oall Oarm n808 h39 40 1 7.6 1(us.Tee); 5 12.6 oa12 Oarm n808 h40 40 1 1 1(us.Tee); 5 6 b148 Brline n874 n873 10 2.5 0.63 1(us.90); 8.24 8.86 b141 Brline n846 n871 10 2.5 50.5 1(us.90); 8.24 58.74 b181 Brline n847 n887 10 3 2.75 1(us.90); 9.41 12.16 b134 Brline n868 h104 10 2.5 72.08 1(us.90); 8.24 80.32 b174 Brline n884 n885 10 2.5 50.5 1(us.90); 8.24 58.74 b166 Brline n881 n882 10 2.5 50.5 1(us.90); 8.24 58.74 b128 Brline n867 h98 10 2.5 72.08 1(us.90); 8.24 80.32 b199 Brline n950 n951 10 3 2.75 1(us.90); 9.41 12.16 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 30 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b122 Brline n866 h92 10 2.5 72.08 1(us.90); 8.24 80.32 b158 Brline n878 n879 10 2.5 50.5 1(us.90); 8.24 58.74 b99 Brline n855 n862 10 2.5 50.5 1(us.90); 8.24 58.74 b116 Brline n865 h86 10 2.5 72.08 1(us.90); 8.24 80.32 b190 Brline n922 n923 10 3 2.75 1(us.90); 9.41 12.16 m44 Cmain n979 n980 10 6 1.38 1(us.90); 17.6 18.98 m3 Cmain n760 n761 10 6 3.67 1(us.90); 17.6 21.27 m7 Cmain n809 n810 10 4 13.5 1(us.90); 13.17 26.67 b97 Brline n873 h68 10 2.5 72.08 1(us.90); 8.24 80.32 b182 Brline n887 n919 10 3 8.96 0 8.96 oal6 Oarm n887 n896 40 2 6 1(us.Tee); 10 16 b200 Brline n951 n952 10 3 8.96 0 8.96 oa70 Oarm n951 n960 40 2 6 1(us.Tee); 10 16 b191 Brline n923 n924 10 3 8.96 0 8.96 oa43 Oarm n923 n932 40 2 6 1(us.Tee); 10 16 m45 Cmain n980 n981 10 6 6.5 0 6.5 b228 Brline n980 n1021 10 2 2.67 1(us.Tee); 12.31 14.97 m4 Cmain n761 n762 10 6 2.27 1(us.90); 17.6 19.87 m8 Cmain n810 n811 10 4 3.5 1(us.90); 13.17 16.67 b183 Brline n919 n889 10 3 8.96 0 8.96 oa40 Oarm n919 n920 40 2 6 1(us.Tee); 10 16 oa17 Oarm n896 n897 40 1 4.83 0 4.83 oal8 Oarm n896 h135 40 1 3 1(us.Tee); 5 8 b201 Brline n952 n953 10 3 8.96 0 8.96 oa71 Oarm n952 n976 40 2 6 1(us.Tee); 10 16 oa79 Oarm n960 n961 40 1 4.83 0 4.83 oa80 Oarm n960 h153 40 1 3 1(us.Tee); 5 8 b192 Brline n924 n925 10 3 8.96 0 8.96 oa44 Oarm n924 n948 40 2 6 1(us.Tee); 10 16 oa52 Oarm n932 n933 40 1 4.83 0 4.83 oa53 Oarm n932 h144 40 1 3 1(us.Tee); 5 8 m46 Cmain n981 n982 10 6 2.25 0 2.25 b227 Brline n981 n1056 10 2 2.65 1(us.Tee); 12.31 14.95 b233 Brline n1021 h162 10 2 46.17 1(us.90); 6.15 52.33 m14 Cmain n762 n763 10 6 1 1(us.90); 17.6 18.6 m9 Cmain n811 n812 10 4 1.5 1(us.90); 13.17 14.67 b184 Brline n889 n913 10 3 8.96 0 8.96 oal9 Oarm n889 n899 40 2 6 1(us.Tee); 10 16 oa41 Oarm n920 n921 40 1 4.83 0 4.83 oa42 Oarm n920 h143 40 1 3 1(us.Tee); 5 8 b202 Brline n953 n954 10 3 8.96 0 8.96 oa72 Oarm n953 n962 40 2 6 1(us.Tee); 10 16 oa95 Oarm n976 n977 40 1 4.83 0 4.83 oa96 Oarm n976 h161 40 1 3 1(us.Tee); 5 8 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 31 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b193 Brline n925 n926 10 3 8.96 0 8.96 oa45 Oarm n925 n934 40 2 6 1(us.Tee); 10 16 oa68 Oarm n948 n949 40 1 4.83 0 4.83 oa69 Oarm n948 h152 40 1 3 1(us.Tee); 5 8 m47 Cmain n982 n983 10 6 3.5 0 3.5 b226 Brline n982 n1019 10 2 2.65 1(us.Tee); 12.31 14.95 b290 Brline n1056 h197 10 2 46.17 1(us.90); 6.15 52.33 m15 Cmain n763 n764 10 6 4.25 0 4.25 b8 Brline n763 n782 10 2 2.04 1(us.Tee); 12.31 14.35 m10 Cmain n812 n813 10 4 8.5 0 8.5 b44 Brline n812 n824 10 2.5 1.04 0 1.04 b185 Brline n913 n916 10 3 8.96 0 8.96 oa34 Oarm n913 n914 40 2 6 1(us.Tee); 10 16 oa20 Oarm n899 n900 40 1 4.83 0 4.83 oa21 Oarm n899 h136 40 1 3 1(us.Tee); 5 8 b203 Brline n954 n955 10 3 8.96 0 8.96 oa73 Oarm n954 n972 40 2 6 1(us.Tee); 10 16 oa81 Oarm n962 n963 40 1 4.83 0 4.83 oa82 Oarm n962 h154 40 1 3 1(us.Tee); 5 8 b194 Brline n926 n927 10 3 8.96 0 8.96 oa46 Oarm n926 n944 40 2 6 1(us.Tee); 10 16 oa54 Oarm n934 n935 40 1 4.83 0 4.83 oa55 Oarm n934 h145 40 1 3 1(us.Tee); 5 8 m48 Cmain n983 n984 10 6 5 0 5 b225 Brline n983 n1018 40 1.5 2.63 1(us.Tee); 8 10.62 b311 Brline n1019 n1077 10 2 31.25 1(us.90); 6.15 37.4 m16 Cmain n764 n765 10 6 3 0 3 b7 Brline n764 n783 10 2 2.04 1(us.Tee); 12.31 14.35 b16 Brline n782 h9 10 2 29.92 1(us.90); 6.15 36.07 mil Cmain n813 n814 10 4 9 0 9 b45 Brline n813 n825 10 2.5 0.83 1(us.Tee); 16.47 17.31 b70 Brline n824 n822 10 2.5 62.6 1(us.90); 8.24 70.84 b147 Brline n871 n872 10 2.5 0.83 1(us.90); 8.24 9.07 b186 Brline n916 n907 10 3 8.96 0 8.96 oa37 Oarm n916 n917 40 2 6 1(us.Tee); 10 16 oa35 Oarm n914 n915 40 1 4.83 0 4.83 oa36 Oarm n914 h141 40 1 3 1(us.Tee); 5 8 b178 Brline n885 n886 10 2.5 0.83 1(us.90); 8.24 9.07 b170 Brline n882 n883 10 2.5 0.83 1(us.90); 8.24 9.07 b204 Brline n955 n956 10 3 8.96 0 8.96 oa74 Oarm n955 n974 40 2 6 1(us.Tee); 10 16 oa91 Oarm n972 n973 40 1 4.83 0 4.83 oa92 Oarm n972 h159 40 1 3 1(us.Tee); 5 8 b162 Brline n879 n880 10 2.5 0.83 1(us.90); 8.24 9.07 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 32 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b108 Brline n862 n863 10 2.5 0.83 1(us.90); 8.24 9.07 b195 Brline n927 n928 10 3 8.96 0 8.96 oa47 Oarm n927 n946 40 2 6 1(us.Tee); 10 16 oa64 Oarm n944 n945 40 1 4.83 0 4.83 oa65 Oarm n944 h150 40 1 3 1(us.Tee); 5 8 m49 Cmain n984 n985 10 6 5.75 0 5.75 b224 Brline n984 n1074 40 1.5 2.63 1(us.Tee); 8 10.62 b245 Brline n1018 h172 40 1.5 1.25 1(us.90); 4 5.25 b312 Brline n1077 n1085 10 2 8.96 0 8.96 oa97 Oarm n1077 n1080 40 1.25 6 1(us.Tee); 6 12 m17 Cmain n765 n766 10 6 3.5 0 3.5 b6 Brline n765 n779 10 2 1.04 1(us.Tee); 12.31 13.35 b20 Brline n783 h13 10 2 29.92 1(us.90); 6.15 36.07 m12 Cmain n814 n815 10 4 1.5 0 1.5 b46 Brline n814 n818 10 2.5 0.87 1(us.Tee); 16.47 17.35 b74 Brline n825 h44 10 2.5 53 1(us.90); 8.24 61.24 b146 Brline n872 h110 10 2.5 20.99 1(us.90); 8.24 29.23 b187 Brline n907 n910 10 3 8.96 0 8.96 oa28 Oarm n907 n908 40 2 6 1(us.Tee); 10 16 oa38 Oarm n917 n918 40 1 4.83 0 4.83 oa39 Oarm n917 h142 40 1 3 1(us.Tee); 5 8 b180 Brline n886 h134 10 2.5 20.99 1(us.90); 8.24 29.23 b172 Brline n883 h128 10 2.5 20.99 1(us.90); 8.24 29.23 b205 Brline n956 n957 10 3 8.96 0 8.96 oa75 Oarm n956 n968 40 2 6 1(us.Tee); 10 16 oa93 Oarm n974 n975 40 1 4.83 0 4.83 oa94 Oarm n974 h160 40 1 3 1(us.Tee); 5 8 b164 Brline n880 h122 10 2.5 20.99 1(us.90); 8.24 29.23 b107 Brline n863 h74 10 2.5 20.99 1(us.90); 8.24 29.23 b196 Brline n928 n929 10 3 8.96 0 8.96 oa48 Oarm n928 n940 40 2 6 1(us.Tee); 10 16 oa66 Oarm n946 n947 40 1 4.83 0 4.83 oa67 Oarm n946 h151 40 1 3 1(us.Tee); 5 8 m50 Cmain n985 n986 10 6 6.5 0 6.5 b223 Brline n985 n1053 10 2 2.6 1(us.Tee); 12.31 14.91 b308 Brline n1074 h205 40 1.5 1.25 1(us.90); 4 5.25 b246 Brline h172 n1030 40 1.25 9.5 0 9.5 b313 Brline n1085 n1082 10 2 8.96 0 8.96 oa103 Oarm n1085 n1086 40 1.25 6 1(us.Tee); 6 12 oa98 Oarm n1080 n1081 40 1 4.83 0 4.83 oa99 Oarm n1080 h206 40 1 3 1(us.Tee); 5 8 m18 Cmain n766 n767 10 6 6.5 0 6.5 s2 Sprig n766 h4 40 1 2 1(us.Tee); 5 7 b38 Brline n779 n793 10 2 9 1(us.90); 6.15 15.15 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 33 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b47 Brline n815 n819 40 2 0.75 1(us.90); 5 5.75 b58 Brline n818 n826 10 2 27.33 1(us.90); 6.15 33.49 b188 Brline n910 n901 10 3 8.96 0 8.96 oa31 Oarm n910 n911 40 2 6 1(us.Tee); 10 16 oa29 Oarm n908 n909 40 1 4.83 0 4.83 oa30 Oarm n908 h139 40 1 3 1(us.Tee); 5 8 b206 Brline n957 n958 10 3 8.96 0 8.96 oa76 Oarm n957 n970 40 2 6 1(us.Tee); 10 16 oa87 Oarm n968 n969 40 1 4.83 0 4.83 oa88 Oarm n968 h157 40 1 3 1(us.Tee); 5 8 b197 Brline n929 n930 10 3 8.96 0 8.96 oa49 Oarm n929 n942 40 2 6 1(us.Tee); 10 16 oa60 Oarm n940 n941 40 1 4.83 0 4.83 oa61 Oarm n940 h148 40 1 3 1(us.Tee); 5 8 m51 Cmain n986 n987 10 6 6.5 0 6.5 b222 Brline n986 n1050 10 2 2.58 1(us.Tee); 12.31 14.89 b285 Brline n1053 h194 10 2 46.17 1(us.90); 6.15 52.33 b309 Brline h205 n1075 40 1.25 9.5 0 9.5 b247 Brline n1030 n1031 40 1 10.21 0 10.21 oa100 Oarm n1082 n1083 40 1.25 6 1(us.90); 3 9 oa104 Oarm n1086 n1087 40 1 4.83 0 4.83 oa105 Oarm n1086 h208 40 1 3 1(us.Tee); 5 8 m19 Cmain n767 n768 10 6 5.5 0 5.5 b5 Brline n767 n784 10 2 2 0 2 b39 Brline n793 n799 10 2 10 0 10 oa5 Oarm n793 n796 40 1.25 2 1(us.Tee); 6 8 b48 Brline n819 n820 40 1.5 2 1(us.90); 4 6 b189 Brline n901 n904 10 3 8.96 0 8.96 oa22 Oarm n901 n902 40 2 6 1(us.Tee); 10 16 oa32 Oarm n911 n912 40 1 4.83 0 4.83 oa33 Oarm n911 h140 40 1 3 1(us.Tee); 5 8 b207 Brline n958 n959 10 3 8.96 0 8.96 oa77 Oarm n958 n964 40 2 6 1(us.Tee); 10 16 oa89 Oarm n970 n971 40 1 4.83 0 4.83 oa90 Oarm n970 h158 40 1 3 1(us.Tee); 5 8 b198 Brline n930 n931 10 3 8.96 0 8.96 oa50 Oarm n930 n936 40 2 6 1(us.Tee); 10 16 oa62 Oarm n942 n943 40 1 4.83 0 4.83 oa63 Oarm n942 h149 40 1 3 1(us.Tee); 5 8 m52 Cmain n987 n988 10 6 6.5 0 6.5 b221 Brline n987 n1047 10 2 2.58 1(us.Tee); 12.31 14.89 b280 Brline n1050 h191 10 2 46.17 1(us.90); 6.15 52.33 b310 Brline n1075 n1076 40 1 10.21 0 10.21 oa101 Oarm n1083 n1084 40 1 4.83 0 4.83 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 34 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft oa102 Oarm n1083 h207 40 1 3 1(us.Tee); 5 8 m20 Cmain n768 n769 10 4 1 0 1 b24 Brline n784 h17 10 2 29.92 1(us.90); 6.15 36.07 b40 Brline n799 n797 10 2 10 0 10 oa7 Oarm n799 n800 40 1.25 2 1(us.Tee); 6 8 s3 Sprig n796 h33 40 1 3 1(us.90); 2 5 b49 Brline n820 n821 40 1.5 7.5 1(us.90); 4 11.5 oa25 Oarm n904 n905 40 2 6 1(us.90); 5 11 oa23 Oarm n902 n903 40 1 4.83 0 4.83 oa24 Oarm n902 h137 40 1 3 1(us.Tee); 5 8 oa78 Oarm n959 n966 40 2 6 1(us.90); 5 11 oa83 Oarm n964 n965 40 1 4.83 0 4.83 oa84 Oarm n964 h155 40 1 3 1(us.Tee); 5 8 oa51 Oarm n931 n938 40 2 6 1(us.90); 5 11 oa56 Oarm n936 n937 40 1 4.83 0 4.83 oa57 Oarm n936 h146 40 1 3 1(us.Tee); 5 8 m53 Cmain n988 n989 10 6 2.25 0 2.25 b220 Brline n988 n1044 10 2 2.56 1(us.Tee); 12.31 14.87 b275 Brline n1047 h188 10 2 46.17 1(us.90); 6.15 52.33 m21 Cmain n769 n770 10 4 3 0 3 b4 Brline n769 n785 10 2 2 0 2 oa6 Oarm n797 n798 40 1.25 2 1(us.90); 3 5 s5 Sprig n800 h35 40 1 3 1(us.90); 2 5 b51 Brline n821 h41 10 2 12 1(us.90); 6.15 18.15 oa26 Oarm n905 n906 40 1 4.83 0 4.83 oa27 Oarm n905 h138 40 1 3 1(us.Tee); 5 8 oa85 Oarm n966 n967 40 1 4.83 0 4.83 oa86 Oarm n966 h156 40 1 3 1(us.Tee); 5 8 oa58 Oarm n938 n939 40 1 4.83 0 4.83 oa59 Oarm n938 h147 40 1 3 1(us.Tee); 5 8 m54 Cmain n989 n990 10 6 3.5 0 3.5 b219 Brline n989 n1098 10 2 2.56 1(us.Tee); 12.31 14.87 b270 Brline n1044 h185 10 2 46.17 1(us.90); 6.15 52.33 m22 Cmain n770 n771 10 4 3.5 0 3.5 b3 Brline n770 n801 10 2 1 1(us.Tee); 12.31 13.31 b28 Brline n785 h21 10 2 29.92 1(us.90); 6.15 36.07 s4 Sprig n798 h34 40 1 3 1(us.90); 2 5 oal4 Oarm n826 n827 40 1 2.5 1(us.90); 2 4.5 m55 Cmain n990 n991 10 6 5 0 5 b218 Brline n990 n1071 40 1.5 2.54 1(us.Tee); 8 10.54 b317 Brline n1098 n1099 10 2 31.25 1(us.90); 6.15 37.4 m23 Cmain n771 n772 10 4 6.5 0 6.5 sl Sprig n771 h3 40 1 2 1(us.Tee); 5 7 b41 Brline n801 n802 10 2 9 1(us.90); 6.15 15.15 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 35 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft oal5 Oarm n827 h62 40 1 2.17 1(us.90); 2 4.17 m56 Cmain n991 n992 10 6 5.75 0 5.75 b217 Brline n991 n1068 40 1.5 2.54 1(us.Tee); 8 10.54 b305 Brline n1071 h204 40 1.5 1.25 1(us.90); 4 5.25 b318 Brline n1099 n1100 10 2 8.96 0 8.96 oa115 Oarm n1099 n1102 40 1.25 6 1(us.Tee); 6 12 m24 Cmain n772 n773 10 4 6.5 0 6.5 b2 Brline n772 n786 10 2 1.96 1(us.Tee); 12.31 14.26 b42 Brline n802 n803 10 2 10 0 10 oa8 Oarm n802 n805 40 1.25 2 1(uls.Tee); 6 8 b63 Brline n822 n823 40 1.25 3 1(us.90); 3 6 m57 Cmain n992 n993 10 6 6.5 0 6.5 b216 Brline n992 n1041 10 2 2.52 1(us.Tee); 12.31 14.83 b302 Brline n1068 h203 40 1.5 1.25 1(us.90); 4 5.25 b306 Brline h204 n1072 40 1.25 9.5 0 9.5 b319 Brline n1100 n1101 10 2 8.96 0 8.96 oa116 Oarm n1100 n1106 40 1.25 6 1(us.Tee); 6 12 oa118 Oarm n1102 n1103 40 1 4.83 0 4.83 oa119 Oarm n1102 h212 40 1 3 1(us.Tee); 5 8 bi Brline n773 n774 10 2 1.94 1(us.90); 6.15 8.09 b32 Brline n786 h25 10 2 29.92 1(us.90); 6.15 36.07 b43 Brline n803 n804 10 2 10 0 10 oa9 Oarm n803 n807 40 1.25 2 1(us.Tee); 6 8 s6 Sprig n805 h36 40 1 3 1(us.90); 2 5 oal3 Oarm n823 h50 40 1.25 7 1(us.90); 3 10 m58 Cmain n993 n994 10 6 6.5 0 6.5 b215 Brline n993 n1038 10 2 2.5 1(us.Tee); 12.31 14.81 b265 Brline n1041 h182 10 2 46.17 1(us.90); 6.15 52.33 b303 Brline h203 n1069 40 1.25 9.5 0 9.5 b307 Brline n1072 n1073 40 1 10.21 0 10.21 oa117 Oarm n1101 n1104 40 1.25 6 1(us.90); 3 9 oa122 Oarm n1106 n1107 40 1 4.83 0 4.83 oa123 Oarm n1106 h214 40 1 3 1(us.Tee); 5 8 b12 Brline n774 n787 10 2 19.67 1(us.90); 6.15 25.82 oa10 Oarm n804 n806 40 1.25 2 1(us.90); 3 5 s8 Sprig n807 h38 40 1 3 1(us.90); 2 5 m59 Cmain n994 n995 10 6 6.5 0 6.5 b214 Brline n994 n1035 10 2 2.5 1(us.Tee); 12.31 14.81 b260 Brline n1038 h179 10 2 46.17 1(us.90); 6.15 52.33 b304 Brline n1069 n1070 40 1 10.21 0 10.21 oa120 Oarm n1104 n1105 40 1 4.83 0 4.83 oa121 Oarm n1104 h213 40 1 3 1(us.Tee); 5 8 s7 Sprig n806 h37 40 1 3 1(us.90); 2 5 m60 Cmain n995 n996 10 6 2.25 0 2.25 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 36 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b213 Brline n995 n1032 10 2 2.48 1(us.Tee); 12.31 14.79 b255 Brline n1035 h176 10 2 46.17 1(us.90); 6.15 52.33 m61 Cmain n996 n997 10 6 3.5 0 3.5 b212 Brline n996 n1088 10 2 2.48 1(us.Tee); 12.31 14.79 b250 Brline n1032 h173 10 2 46.17 1(us.90); 6.15 52.33 b33 Brline n787 h5 10 2 10.25 0 10.25 b35 Brline n787 n788 40 1 2.75 1(us.Tee); 5 7.75 m62 Cmain n997 n998 10 6 5 0 5 b211 Brline n997 n1065 40 1.5 2.46 1(us.Tee); 8 10.46 b314 Brline n1088 n1089 10 2 31.25 1(us.90); 6.15 37.4 b36 Brline n788 n789 40 1 12 1(us.90); 2 14 m63 Cmain n998 n999 10 6 5.75 0 5.75 b210 Brline n998 n1062 40 1.5 2.46 1(us.Tee); 8 10.46 b299 Brline n1065 h202 40 1.5 1.25 1(us.90); 4 5.25 b315 Brline n1089 n1090 10 2 8.96 0 8.96 oa106 Oarm n1089 n1092 40 1.25 6 1(us.Tee); 6 12 b37 Brline n789 n790 40 1 2 1(us.90); 2 4 m64 Cmain n999 n1000 10 6 6.5 0 6.5 b209 Brline n999 n1059 10 2 2.44 1(us.Tee); 12.31 14.74 b296 Brline n1062 h201 40 1.5 1.25 1(us.90); 4 5.25 b300 Brline h202 n1066 40 1.25 9.5 0 9.5 b316 Brline n1090 n1091 10 2 8.96 0 8.96 oa107 Oarm n1090 n1096 40 1.25 6 1(us.Tee); 6 12 oa109 Oarm n1092 n1093 40 1 4.83 0 4.83 oa110 Oarm n1092 h209 40 1 3 1(us.Tee); 5 8 oa3 Oarm n790 n791 40 1 6.5 1(us.90); 2 8.5 b208 Brline n1000 n1026 10 2 2.42 1(us.90); 6.15 8.57 b293 Brline n1059 h170 10 2 46.17 1(us.90); 6.15 52.33 b297 Brline h201 n1063 40 1.25 9.5 0 9.5 b301 Brline n1066 n1067 40 1 10.21 0 10.21 oa108 Oarm n1091 n1094 40 1.25 6 1(us.90); 3 9 oa113 Oarm n1096 n1097 40 1 4.83 0 4.83 oa114 Oarm n1096 h211 40 1 3 1(us.Tee); 5 8 oa4 Oarm n791 n792 40 1 10 0 10 d2 Drop n791 h32 40 1 1 1(us.Tee); 5 6 b240 Brline n1026 h167 10 2 46.17 1(us.90); 6.15 52.33 b298 Brline n1063 n1064 40 1 10.21 0 10.21 oa111 Oarm n1094 n1095 40 1 4.83 0 4.83 oa112 Oarm n1094 h210 40 1 3 1(us.Tee); 5 8 dl Drop n792 h31 40 1 1 1(us.90); 2 3 Date 2/28/2011 File: Zone 4.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 37 FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Bow Lake Transfer Station Contract No.: 11-1785 City: Tukwila, WA 98188 Project Location: 18800 Orillia Road South Date: 2/2/2011 Contractor Information Name of Contractor: Patriot Fire Protection Address: 2707 70th Ave E Phone Number: 253-926-2290 Name of Designer: Dave Hankins Authority Having Jurisdiction: City of Tukwila FM City: Tacoma, WA 98424 E-mail: daveh@patriotfire.com Water Supply Information Date: 2/2/11 Location: ex. city main Source: source Notes File: Zone 5.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 1 00 iri .a s m c� ; J J 'D 0_ z°- ti .ti .ti Job : Bow Lake Transfer Station iJ • • File: Zone 5.tyc N u) C) a Date 2/28/2011, Job : Bow Lake Transfer Station Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 4 Open Heads System Summary System Volume (gal): 0 Fluid: Water @ 60F (15.6C) Gas: Air @ 40°F and 40psi Differential Trip Ratio: 0 (Deluge valve) Accelerator: Differential Presure: Opsi I Time Delay: 4s Trip Time: 4.01s Water Delivery Time: 28.86s @ h96 Operating Time: 28.88s @ h96 Required Water Delivery Time: N/A Safety Factor: N/A Flow Pressure 0 122 1376 112 Head# K -Factor Orifice Minimum Transit Time Water Oper. Time Operating Delivery SHALL NOT Pressure Time exceed N/A Open Time (gpm/psi1/2) (in) (psi) (s) (s) (s) (s) h76 11.2 0.64 10.3 20.74 24.75 25.174 0 h77 11.2 0.64 10.3 21.21 25.22 25.274 0 h80 11.2 0.64 10.3 21.22 25.23 25.875 0 h96 11.2 0.64 10.3 24.85 28.86 28.88 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 3 srcl — Pressure, psi — Flow, gpm 130- 125- 120- 115- 110- 105-' 100- 95- 90- 85- 80- 75- 70L a 55 50- 45- 40- 35 30- 25- 20 - 15 0- 25••20- 15- 10 •' 5- -5- -10- -3,200 -3,100 -3,000 •2,900 2,800 -2,700 -2,600 -2,500 •2,400 -2,300 •2,200 -2,100 -2,000 1,900 -1,800 -1,700 -1,600 0 -1,500 -1,400 90 1,300 -1,200 :1,100 `1,000 -900 •800 -700 -600 500 -400 -300 -200 -100 :•0 :-100 -200 -300 10 15 20 25 30 35 40 Time, s File: Zone 5.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 4 i DPV (n80) — Pressure, psi — Flow, gpm 130- 125- 120- 25-120- 115- 110- 115- 110- 105- 100- 105- 100- 95- 90- 95- 90- 857 80 7 757 85- 80- 75- 70H 70- a 65- 60- cu 55H 0 50- 45- 40- 35- 30- 25- 20- 15- 10- -57 5- 30-25- 20- 15- 10- -3,200 3,100 -3,000 -2,900 -2,800 -2,700 -2,600 -2,500 2,400 ;2,300 -2,200 '2,100 X2,000 -1,900 -1,800 -1,700 -1,600 0 1,500 =1,400 B -1,300 2 -1,200 ;1,100 1,000 :-900 -800 -700 -600 -500 -400 -300 -200 -100 p0 --100 -200 --300 10 15 20 25 30 35 40 Time, s File: Zone 5.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 5 BFP (n98) — Pressure, psi —Flow, gpm 130- 125- 120 J 115- 110~ 105- 100- 95- 90- 85- 80- 75- 70- c• 65- 60- tri 5- 60- s_ 55- n. 50- 45- 40- 35: 30; 25- 20- 15- 10- 5 0-35- 30- 25- 20- 15- 10- 5 -5' -10- •3,200 -3,100 •3,000 -2,900 -2,800 •2,700 -2,600 2,500 2,400 -2,300 -2,200 -2,100 -2,000 1,900 •1,800 -1,700 -1,600 2 0 -1,500 i -1,400 1,300 -1,200 1,100 -1,000 -900 -800 -700 -600 -500 -400 -300 -200 -100 :0 •-100 --200 --300 10 15 20 25 30 35 40 Time, s File: Zone 5.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 6 43: 42= 417 40 39= 38 37= 36 35= 34 33 327 317 307 29= 28= 277 267 257 24 237 a 22 21-: 20= N 19- h96 —Pressure, psi —Flow, gpm 0)18: - 17- 16- 157 14' 13= 12- 117 10 8 7= 6-i 4 3= 2= 1= 0: -2= -3 -47 =70 -68 -66 -64 -62 -60 =58 -56 -54 -52 -50 =48 .746 -44 -42 -40 -38 -36 -34 -32 ;30 -28 -26 X24 :-22 =20 -18 -16 -14 12 10 8 6 4 2 0 Date 2/28/2011 i 10 15 20 Time, s 25 30 35 40 -0 2 --4 --6 -n 0 3 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 7 62 60 58; 56 54 52 50= h76 — Pressure, psi — Flow, gpm 48= 46= 44 42 40 38 36- 34 'i 32- c. ai30- 28; 0-28; a 26- 24 22- 20- 90 85 -80 75 •70 -65 -60 -55 -50 18- 10- 8- 4; 2- 0: -2- -4 - -6- -30 -25 -20 -15 -10 -5 Date 2/28/2011 10 15 20 25 30 35 Time, s 40 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 8 52- 50- 48- 46- 44- 42- 40- 38- 36- 34- - - 32- 30- 28 '17-1 a 26- h77 — Pressure, psi —Flow, gprn m N 24 in • Q. 22 20- 18- 16- 14- 12- 10- 8- 6- 4 2- 0 -2- -4 -86 -84 -82 -80 -78 -76 -74 -72 -70 -68 -66 -64 -62 :-60 `58 0 5 10 15 20 25 Time, s 30 35 40 =56 -54 -52 =50 =48 -46 -44 -42 -40 -38 -36 -34 -32 =30 =28 -26 ~24 -22 -20 -18 -16 14 12 10 8 6 4 2 -0 --2 --4 --6 --8 m 0 iO 3 File: Zone 5.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 9 50- 48- 46- 44 42 40 38 36- h80 — Pressure, psi —Flow, gpm 34- 32- 30- 28 26- o. 6 -a 0i 24- z 4 - z a) 22- 20- 18- 16- 14 12 10 -84 -82 -80 -78 -76 -74 -72 -70 -68 -66 -64 62 -60 •58 -56 •54 -52 -50 -48 -46 44 42 i -40g -38 to •36 B -34 -32 :30 X28 -26 =24 ;22 -20 -18 -16 -14 -12 -10 -8 -6 -4 -2 -0 7-2 --4 •-6 --8 8- 6 4- 2 0 -2- -4 - 5 1,0 15 20 Time, s 25 30 35 40 File: Zone 5.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 10 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n80 0 277.58 101.96 Node NODE 0 0 312.18 n81 0 278 101.96 Node NODE 0 0 312.18 n83 0 275.33 101.96 Node NODE 0 0 312.18 n93 0 270.5 145.96 Node NODE 0 0 347.68 n94 NODE 0 270.5 145.96 Node us.90 0 0 350.68 n95 NODE 0 270.5 156.59 Node us.90 0 0 353.53 n96 NODE 0 270.5 157.56 Node us.90 0 0 353.79 n97 NODE 0 270.5 159.49 Node us.90 0 0 354.31 n98 NODE 0 270.5 158.19 Node us.90 0 0 359.14 n99 NODE 0 270.5 156.81 Node us.90 0 0 364.29 n100 NODE 0 270.5 155.61 Node us.90 0 0 368.79 n101 NODE 0 270.5 158.11 Node us.90 0 0 373.12 n102 NODE 0 270.5 228.62 Node us.90 0 0 392.02 n103 NODE 0 270.5 229.58 Node us.90 0 0 392.28 srcl 0 270.5 230.55 Supply SUPPLY 0 0 392.54 n744 NODE 0 270.5 145.96 Node us.90 0 0 325.68 n745 NODE 0 270.5 101.96 Node us.90 0 0 325.68 n746 0 270.5 101.96 Node NODE 0 0 320.68 n747 NODE 0 270.5 101.96 Node us.90 0 0 316.68 n748 NODE 0 274.67 101.96 Node us.90 0 0 316.68 n749 NODE 0 274.67 101.96 Node us.90 0 0 312.18 n750 0 276.25 101.96 Node NODE 0 0 312.18 n751 0 275.83 101.96 Node NODE 0 0 312.18 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 11 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi 1h psi ft sq.ft ft ft n752 NODE 0 285.17 101.96 Node us.90 0 0 312.18 n753 NODE 0 285.18 96.17 Node us.90 0 0 312.18 n754 NODE 0 285.19 96.17 Node us.90 0 0 319.68 n755 NODE 0 285.45 -26.28 Node us.90 0 0 319.68 n756 NODE 0 285.49 -26.28 Node us.90 0 0 298.18 n757 NODE 0 301.04 -26.28 Node us.90 0 0 298.18 n758 NODE 0 301.07 -26.28 Node us.90 0 0 280.18 n759 NODE 0 305.78 -26.28 Node us.90 0 0 280.18 n760 NODE 0 305.79 -30.03 Node us.Tee 0 0 280.18 n761 NODE 0 305.87 -69.53 Node us.90 0 0 280.18 n767 NODE 0 305.87 -69.53 Node us.Tee 0 0 278.93 n768 NODE 0 305.88 -69.54 Node us.Tee 0 0 272.43 n769 NODE 0 305.89 -69.54 Node us.Tee 0 0 270.18 n770 NODE 0 305.9 -69.54 Node us.Tee 0 0 266.68 n771 NODE 0 305.91 -69.54 Node us.Tee 0 0 261.68 n772 NODE 0 305.92 -69.54 Node us.Tee 0 0 255.93 n773 NODE 0 305.94 -69.55 Node us.Tee 0 0 249.43 n774 NODE 0 305.95 -69.55 Node us.Tee 0 0 242.93 n775 NODE 0 305.97 -69.55 Node us.Tee 0 0 236.43 n776 NODE 0 305.97 -69.55 Node us.Tee 0 0 234.18 n777 NODE 0 305.98 -69.55 Node us.Tee 0 0 230.68 n778 NODE 0 305.99 -69.56 Node us.Tee 0 0 225.68 n779 NODE 0 306 -69.56 Node us.Tee 0 0 219.93 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 12 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n780 NODE 0 306.02 -69.56 Node us.Tee 0 0 213.43 n781 NODE 0 306.03 -69.56 Node us.Tee 0 0 206.93 n782 NODE 0 306.05 -69.56 Node us.Tee 0 0 200.43 n783 NODE 0 306.05 -69.57 Node us.Tee 0 0 198.18 n784 NODE 0 306.06 -69.57 Node us.Tee 0 0 194.68 n785 NODE 0 306.07 -69.57 Node us.Tee 0 0 189.68 n786 NODE 0 306.08 -69.57 Node us.Tee 0 0 183.93 n787 NODE 0 306.1 -69.57 Node us.Tee 0 0 177.43 n788 NODE 0 306.11 -69.58 Node us.Tee 0 0 170.93 n789 NODE 0 306.13 -69.58 Node us.Tee 0 0 164.43 n790 NODE 0 306.13 -69.58 Node us.Tee 0 0 162.18 n791 NODE 0 306.14 -69.58 Node us.Tee 0 0 158.68 n792 NODE 0 306.15 -69.58 Node us.90 0 0 153.68 h76HEAD 11.2 311.91 -59.05 Head 0 120 158.69 n903 NODE 0 310.05 -70.23 Node us.90 0 0 158.69 h77HEAD 11.2 313.63 -48.74 Head 0 120 158.69 h79 11.2 311.92 -59.05 Head HEAD 0 120 153.69 n904 NODE 0 310.06 -70.23 Node us.90 0 0 153.69 h80HEAD 11.2 313.64 -48.74 Head 0 120 153.69 n910 NODE 0 313.72 -48.24 Node us.90 0 0 153.69 n911 NODE 0 313.72 -48.24 Node us.90 0 0 153.19 n912 NODE 0 310.05 -70.27 Node us.90 0 0 153.19 n913 NODE 0 310.05 -70.27 Node us.90 0 0 152.69 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 13 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h96HEAD 11.2 278.05 -70.27 Head 0 100 152.69 n1088 0 304.57 -26.28 Node NODE 0 0 280.18 n762 NODE 0 314.21 -30.02 Node us.90 0 0 280.18 n793 NODE 0 310.04 -70.23 Node us.90 0 0 278.94 n878 NODE 0 310.05 -70.23 Node us.90 0 0 272.44 n795 NODE 0 310.06 -70.23 Node us.90 0 0 270.19 n796 NODE 0 310.05 -70.23 Node us.90 0 0 266.69 n909 NODE 0 310.06 -70.23 Node us.90 0 0 261.69 n880 NODE 0 310.05 -70.23 Node us.90 0 0 255.94 n882 NODE 0 310.05 -70.23 Node us.90 0 0 249.44 n884 NODE 0 310.06 -70.23 Node us.90 0 0 242.94 n886 NODE 0 310.05 -70.23 Node us.90 0 0 236.44 n945 NODE 0 310.06 -70.23 Node us.90 0 0 234.19 n908 NODE 0 310.05 -70.23 Node us.90 0 0 230.69 n907 NODE 0 310.06 -70.23 Node us.90 0 0 225.69 n888 NODE 0 310.05 -70.23 Node us.90 0 0 219.94 n890 NODE 0 310.05 -70.23 Node us.90 0 0 213.44 n892 NODE 0 310.06 -70.23 Node us.90 0 0 206.94 n894 NODE 0 310.05 -70.23 Node us.90 0 0 200.44 n935 NODE 0 310.06 -70.23 Node us.90 0 0 198.19 n906 NODE 0 310.05 -70.23 Node us.90 0 0 194.69 n905 NODE 0 310.06 -70.23 Node us.90 0 0 189.69 n896 NODE 0 310.05 -70.23 Node us.90 0 0 183.94 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 14 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n898 NODE 0 310.04 -70.23 Node us.90 0 0 177.44 n900 NODE 0 310.06 -70.23 Node us.90 0 0 170.94 n902 NODE 0 310.05 -70.23 Node us.90 0 0 164.44 n925 NODE 0 310.04 -70.23 Node us.90 0 0 162.19 n763 NODE 0 314.22 -30.02 Node us.90 0 0 273.93 n914 NODE 0 315.17 -39.57 Node us.Tee 0 0 270.19 n946 NODE 0 315.17 -39.57 Node us.Tee 0 0 234.19 n936 NODE 0 315.17 -39.57 Node us.Tee 0 0 198.19 n926 NODE 0 315.15 -39.57 Node us.Tee 0 0 162.19 n764 NODE 0 316.25 -17.86 Node us.Tee 0 0 273.93 n922 NODE 0 316.46 -31.81 Node us.Tee 0 0 270.19 n917 NODE 0 315.17 -39.57 Node us.Tee 0 0 264.19 h8 11.2 311.91 -59.05 Head HEAD 0 120 266.69 h94 11.2 311.92 -59.05 Head HEAD 0 120 261.69 n947 NODE 0 316.46 -31.81 Node us.Tee 0 0 234.19 n949 NODE 0 315.17 -39.57 Node us.Tee 0 0 228.19 h91HEAD 11.2 311.91 -59.05 Head 0 120 230.69 h88 11.2 311.92 -59.05 Head HEAD 0 120 225.69 n937 NODE 0 316.46 -31.81 Node us.Tee 0 0 198.19 n939 NODE 0 315.17 -39.57 Node us.Tee 0 0 192.19 h85 11.2 311.91 -59.05 Head HEAD 0 120 194.69 h82HEAD 11.2 311.92 -59.05 Head 0 120 189.69 n927 NODE 0 316.44 -31.8 Node us.Tee 0 0 162.19 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 15 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n929 NODE 0 315.15 -39.57 Node us.Tee 0 0 156.19 n765 NODE 0 316.8 -14.53 Node us.90 0 0 273.93 n766 NODE 0 316.25 -17.86 Node us.90 0 0 272.43 n919 NODE 0 317.76 -24.04 Node us.90 0 0 270.19 n923 NODE 0 316.46 -31.81 Node us.Tee 0 0 264.19 n918 0 315.17 -39.57 Node NODE 0 0 259.36 h97HEAD 5.6 318.13 -40.07 Head 0 100 264.19 h9 11.2 313.63 -48.74 Head HEAD 0 120 266.69 h95HEAD 11.2 313.64 -48.74 Head 0 120 261.69 n948 NODE 0 317.76 -24.04 Node us.90 0 0 234.19 n957 NODE 0 316.46 -31.81 Node us.Tee 0 0 228.19 n950 0 315.17 -39.57 Node NODE 0 0 223.36 h104 5.6 318.13 -40.07 Head HEAD 0 100 228.19 h92HEAD 11.2 313.63 -48.74 Head 0 120 230.69 h89HEAD 11.2 313.64 -48.74 Head 0 120 225.69 n938 NODE 0 317.76 -24.04 Node us.90 0 0 198.19 n956 NODE 0 316.46 -31.81 Node us.Tee 0 0 192.19 n940 0 315.17 -39.57 Node NODE 0 0 187.36 h102 5.6 318.13 -40.07 Head HEAD 0 100 192.19 h86HEAD 11.2 313.63 -48.74 Head 0 120 194.69 h83 11.2 313.64 -48.74 Head HEAD 0 120 189.69 n928 NODE 0 317.74 -24.03 Node us.90 0 0 162.19 n955 NODE 0 316.44 -31.8 Node us.Tee 0 0 156.19 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 16 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n930 0 315.15 -39.57 Node NODE 0 0 151.36 h100 5.6 318.11 -40.06 Head HEAD 0 100 156.19 n819 NODE 0 316.81 -14.53 Node us.Tee 0 0 272.43 hl 5.6 319.21 -18.35 Head HEAD 0 100 272.43 n875 NODE 0 313.7 -48.28 Node us.90 0 0 278.94 n879 0 313.71 -48.29 Node NODE 0 0 272.44 n920 NODE 0 317.76 -24.04 Node us.Tee 0 0 264.19 n924 0 316.46 -31.81 Node NODE 0 0 259.36 h99 5.6 319.42 -32.3 Head HEAD 0 100 264.19 n881 0 313.71 -48.28 Node NODE 0 0 255.94 n883 0 313.7 -48.28 Node NODE 0 0 249.44 n885 0 313.72 -48.29 Node NODE 0 0 242.94 n887 0 313.71 -48.29 Node NODE 0 0 236.44 n951 NODE 0 317.76 -24.04 Node us.Tee 0 0 228.19 n954 0 316.46 -31.81 Node NODE 0 0 223.36 h108 5.6 319.42 -32.3 Head HEAD 0 100 228.19 n889 0 313.71 -48.28 Node NODE 0 0 219.94 n891 0 313.7 -48.28 Node NODE 0 0 213.44 n893 0 313.72 -48.29 Node NODE 0 0 206.94 n895 0 313.71 -48.29 Node NODE 0 0 200.44 n941 NODE 0 317.76 -24.04 Node us.Tee 0 0 192.19 n944 0 316.46 -31.81 Node NODE 0 0 187.36 h107 5.6 319.42 -32.3 Head HEAD 0 100 192.19 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 17 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n897 0 313.71 -48.28 Node NODE 0 0 183.94 n899 0 313.7 -48.28 Node NODE 0 0 177.44 n901 0 313.72 -48.29 Node NODE 0 0 170.94 n877 0 313.71 -48.29 Node NODE 0 0 164.44 n931 NODE 0 317.74 -24.03 Node us.Tee 0 0 156.19 n934 0 316.44 -31.8 Node NODE 0 0 151.36 h106 5.6 319.4 -32.29 Head HEAD 0 100 156.19 n820 NODE 0 316.81 -14.53 Node us.Tee 0 0 270.18 n839 NODE 0 319.13 -14.91 Node us.90 0 0 272.44 n921 0 317.76 -24.04 Node NODE 0 0 259.36 h98 5.6 320.72 -24.53 Head HEAD 0 100 264.19 n952 0 317.76 -24.04 Node NODE 0 0 223.36 h105HEAD 5.6 320.72 -24.53 Head 0 100 228.19 n942 0 317.76 -24.04 Node NODE 0 0 187.36 h103 5.6 320.72 -24.53 Head HEAD 0 100 192.19 n932 0 317.74 -24.03 Node NODE 0 0 151.36 h 101HEAD 5.6 320.7 -24.53 Head 0 100 156.19 n821 NODE 0 316.83 -14.53 Node us.Tee 0 0 264.18 n1044 NODE 0 319.13 -14.91 Node us.90 0 0 270.19 h6HEAD 11.2 316.5 -31.47 Head 0 120 278.94 h16 11.2 317.08 -28.06 Head HEAD 0 120 272.44 h21HEAD 11.2 317.08 -28.06 Head 0 120 255.94 h26HEAD 11.2 317.07 -28.06 Head 0 120 249.44 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 18 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h31 11.2 317.09 -28.07 Head HEAD 0 120 242.94 h36 11.2 317.08 -28.06 Head HEAD 0 120 236.44 h41 11.2 317.08 -28.06 Head HEAD 0 120 219.94 h46 11.2 317.07 -28.06 Head HEAD 0 120 213.44 h51 11.2 317.09 -28.07 Head HEAD 0 120 206.94 h56 11.2 317.08 -28.06 Head HEAD 0 120 200.44 h61 11.2 317.08 -28.06 Head HEAD 0 120 183.94 h66 11.2 317.07 -28.06 Head HEAD 0 120 177.44 h71 11.2 317.09 -28.07 Head HEAD 0 120 170.94 hll 11.2 317.08 -28.06 Head HEAD 0 120 164.44 n822 NODE 0 316.85 -14.53 Node us.Tee 0 0 255.93 n1019 NODE 0 319.13 -14.91 Node us.90 0 0 264.19 n1045 NODE 0 320.19 -8.54 Node us.Tee 0 0 270.19 n823 NODE 0 316.86 -14.53 Node us.Tee 0 0 249.43 n964 NODE 0 318.14 -14.74 Node us.Tee 0 0 255.94 n1020 NODE 0 319.13 -14.91 Node us.90 0 0 263.69 n1046 NODE 0 321.49 -0.78 Node us.Tee 0 0 270.19 n1049 NODE 0 320.19 -8.54 Node us.Tee 0 0 264.19 n1026 NODE 0 322.77 6.92 Node us.Tee 0 0 272.44 n824 NODE 0 316.88 -14.53 Node us.Tee 0 0 242.93 n969 NODE 0 318.13 -14.74 Node us.Tee 0 0 249.44 n962 NODE 0 319.13 -14.91 Node us.90 0 0 255.94 n965 NODE 0 318.14 -14.74 Node us.90 0 0 255.44 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 19 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1021 NODE 0 319.13 -16.41 Node us.90 0 0 263.69 n1047 NODE 0 322.78 6.99 Node us.Tee 0 0 270.19 n1055 NODE 0 321.49 -0.78 Node us.Tee 0 0 264.19 n1050 0 320.19 -8.54 Node NODE 0 0 259.35 h169 5.6 323.15 -9.04 Head HEAD 0 100 264.19 h162HEAD 11.2 323.81 13.16 Head 0 120 272.44 n1027 NODE 0 322.77 6.92 Node us.90 0 0 275.44 n825 NODE 0 316.89 -14.53 Node us.Tee 0 0 236.43 n974 NODE 0 318.15 -14.74 Node us.Tee 0 0 242.94 n967 NODE 0 319.12 -14.9 Node us.90 0 0 249.44 n970 NODE 0 318.13 -14.74 Node us.90 0 0 248.94 n966 NODE 0 318.15 -17.58 Node us.90 0 0 255.44 h158 5.6 319.13 -16.41 Head HEAD 0 100 264.19 n1048 NODE 0 324.07 14.72 Node us.90 0 0 270.19 n1053 NODE 0 322.78 6.99 Node us.Tee 0 0 264.19 n1056 0 321.49 -0.78 Node NODE 0 0 259.35 h172HEAD 5.6 324.45 -1.27 Head 0 100 264.19 n1028 0 322.98 8.23 Node NODE 0 0 275.44 n826 NODE 0 316.9 -14.53 Node us.Tee 0 0 234.18 n979 NODE 0 318.15 -14.74 Node us.Tee 0 0 236.44 n972 NODE 0 319.14 -14.9 Node us.90 0 0 242.94 n975 NODE 0 318.15 -14.74 Node us.90 0 0 242.44 n971 NODE 0 318.15 -17.57 Node us.90 0 0 248.94 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 20 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n963 0 320.46 -6.93 Node NODE 0 0 255.94 h116 5.6 318.15 -17.58 Head HEAD 0 100 255.94 n1051 NODE 0 324.07 14.72 Node us.Tee 0 0 264.19 n1054 0 322.78 6.99 Node NODE 0 0 259.35 h171 5.6 325.74 6.5 Head HEAD 0 100 264.19 h164 5.6 323.97 14.15 Head HEAD 0 100 275.44 n827 NODE 0 316.91 -14.53 Node us.Tee 0 0 228.18 n1057 NODE 0 319.14 -14.9 Node us.90 0 0 234.19 n977 NODE 0 319.13 -14.9 Node us.90 0 0 236.44 n980 NODE 0 318.15 -14.74 Node us.90 0 0 235.94 n976 NODE 0 318.16 -17.57 Node us.90 0 0 242.44 n968 0 320.45 -6.93 Node NODE 0 0 249.44 h120 5.6 318.15 -17.57 Head HEAD 0 100 249.44 n1052 0 324.07 14.72 Node NODE 0 0 259.35 h170HEAD 5.6 327.03 14.23 Head 0 100 264.19 n828 NODE 0 316.93 -14.53 Node us.Tee 0 0 219.93 n1022 NODE 0 319.09 -14.89 Node us.90 0 0 228.19 n1058 NODE 0 320.2 -8.53 Node us.Tee 0 0 234.19 n981 NODE 0 318.16 -17.57 Node us.90 0 0 235.94 n973 0 320.47 -6.93 Node NODE 0 0 242.94 h124HEAD 5.6 318.16 -17.57 Head 0 100 242.94 h115 11.2 323.83 13.29 Head HEAD 0 120 255.94 n829 NODE 0 316.95 -14.53 Node us.Tee 0 0 213.43 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 21 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi'/2 psi ft sq.ft ft ft n984 NODE 0 318.14 -14.73 Node us.Tee 0 0 219.94 n1023 NODE 0 319.09 -14.89 Node us.90 0 0 227.69 n1059 NODE 0 321.49 -0.76 Node us.Tee 0 0 234.19 n1062 NODE 0 320.2 -8.53 Node us.Tee 0 0 228.19 n978 0 320.46 -6.93 Node NODE 0 0 236.44 h128 5.6 318.16 -17.57 Head HEAD 0 100 236.44 h119 11.2 323.82 13.29 Head HEAD 0 120 249.44 n830 NODE 0 316.96 -14.53 Node us.Tee 0 0 206.93 n989 NODE 0 318.14 -14.72 Node us.Tee 0 0 213.44 n982 NODE 0 319.13 -14.89 Node us.90 0 0 219.94 n985 NODE 0 318.14 -14.73 Node us.90 0 0 219.44 n1024 NODE 0 319.1 -16.39 Node us.90 0 0 227.69 n1060 NODE 0 322.79 7.01 Node us.Tee 0 0 234.19 n1068 NODE 0 321.49 -0.76 Node us.Tee 0 0 228.19 n1063 0 320.2 -8.53 Node NODE 0 0 223.35 h173HEAD 5.6 323.16 -9.02 Head 0 100 228.19 h123HEAD 11.2 323.84 13.29 Head 0 120 242.94 n831 NODE 0 316.98 -14.53 Node us.Tee 0 0 200.43 n994 NODE 0 318.16 -14.72 Node us.Tee 0 0 206.94 n987 NODE 0 319.13 -14.89 Node us.90 0 0 213.44 n990 NODE 0 318.14 -14.72 Node us.90 0 0 212.94 n986 NODE 0 318.16 -17.56 Node us.90 0 0 219.44 h159 5.6 319.1 -16.39 Head HEAD 0 100 228.19 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 22 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1061 NODE 0 324.08 14.73 Node us.90 0 0 234.19 n1066 NODE 0 322.79 7.01 Node us.Tee 0 0 228.19 n1069 0 321.49 -0.76 Node NODE 0 0 223.35 h176 5.6 324.45 -1.25 Head HEAD 0 100 228.19 h127HEAD 11.2 323.83 13.29 Head 0 120 236.44 n832 NODE 0 316.99 -14.53 Node us.Tee 0 0 198.18 n999 NODE 0 318.15 -14.72 Node us.Tee 0 0 200.44 n992 NODE 0 319.14 -14.89 Node us.90 0 0 206.94 n995 NODE 0 318.16 -14.72 Node us.90 0 0 206.44 n991 NODE 0 318.15 -17.56 Node us.90 0 0 212.94 n983 0 320.46 -6.92 Node NODE 0 0 219.94 h132HEAD 5.6 318.16 -17.56 Head 0 100 219.94 n1064 NODE 0 324.08 14.73 Node us.Tee 0 0 228.19 n1067 0 322.79 7.01 Node NODE 0 0 223.35 h175 5.6 325.75 6.51 Head HEAD 0 100 228.19 n833 NODE 0 317 -14.53 Node us.Tee 0 0 192.18 n1070 NODE 0 319.14 -14.89 Node us.90 0 0 198.19 n997 NODE 0 319.14 -14.89 Node us.90 0 0 200.44 n1000 NODE 0 318.15 -14.72 Node us.90 0 0 199.94 n996 NODE 0 318.17 -17.56 Node us.90 0 0 206.44 n988 0 320.46 -6.92 Node NODE 0 0 213.44 h136HEAD 5.6 318.15 -17.56 Head 0 100 213.44 n1065 0 324.08 14.73 Node NODE 0 0 223.35 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 23 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h174 5.6 327.04 14.24 Head HEAD 0 100 228.19 n834 NODE 0 317.02 -14.53 Node us.Tee 0 0 183.93 n863 NODE 0 319.14 -14.88 Node us.90 0 0 192.19 n1071 NODE 0 320.2 -8.52 Node us.Tee 0 0 198.19 n1001 NODE 0 318.16 -17.55 Node us.90 0 0 199.94 n993 0 320.47 -6.92 Node NODE 0 0 206.94 h140 5.6 318.17 -17.56 Head HEAD 0 100 206.94 h131HEAD 11.2 323.83 13.3 Head 0 120 219.94 n835 NODE 0 317.04 -14.53 Node us.Tee 0 0 177.43 n1004 NODE 0 318.15 -14.71 Node us.Tee 0 0 183.94 n1017 NODE 0 319.14 -14.88 Node us.90 0 0 191.69 n1072 NODE 0 321.5 -0.75 Node us.Tee 0 0 198.19 n1075 NODE 0 320.2 -8.52 Node us.Tee 0 0 192.19 n998 0 320.47 -6.91 Node NODE 0 0 200.44 h144 5.6 318.16 -17.55 Head HEAD 0 100 200.44 h 135HEAD 11.2 323.83 13.31 Head 0 120 213.44 n836 NODE 0 317.05 -14.53 Node us.Tee 0 0 170.93 n1009 NODE 0 318.15 -14.71 Node us.Tee 0 0 177.44 n1002 NODE 0 319.14 -14.88 Node us.90 0 0 183.94 n1005 NODE 0 318.15 -14.71 Node us.90 0 0 183.44 n1018 NODE 0 319.14 -16.38 Node us.90 0 0 191.69 n1073 NODE 0 322.79 7.02 Node us.Tee 0 0 198.19 n1081 NODE 0 321.5 -0.75 Node us.Tee 0 0 192.19 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 24 Job : Bow Lake Transfer Station Node# Type Hgroup , Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1076 0 320.2 -8.52 Node NODE 0 0 187.35 h177HEAD 5.6 323.16 -9.01 Head 0 100 192.19 h139 11.2 323.84 13.31 Head HEAD 0 120 206.94 n837 NODE 0 317.07 -14.53 Node us.Tee 0 0 164.43 n1014 NODE 0 318.16 -14.71 Node us.Tee 0 0 170.94 n1007 NODE 0 319.13 -14.88 Node us.90 0 0 177.44 n1010 NODE 0 318.15 -14.71 Node us.90 0 0 176.94 n1006 NODE 0 318.16 -17.55 Node us.90 0 0 183.44 h157 5.6 319.14 -16.38 Head HEAD 0 100 192.19 n1074 NODE 0 324.08 14.75 Node us.90 0 0 198.19 n1079 NODE 0 322.79 7.02 Node us.Tee 0 0 192.19 n1082 0 321.5 -0.75 Node NODE 0 0 187.35 h180 5.6 324.46 -1.24 Head HEAD 0 100 192.19 h143 11.2 323.84 13.31 Head HEAD 0 120 200.44 n838 NODE 0 317.07 -14.53 Node us.90 0 0 162.18 n870 NODE 0 318.16 -14.71 Node us.Tee 0 0 164.44 n1012 NODE 0 319.15 -14.88 Node us.90 0 0 170.94 n1015 NODE 0 318.16 -14.71 Node us.90 0 0 170.44 n1011 NODE 0 318.16 -17.54 Node us.90 0 0 176.94 n1003 0 320.47 -6.91 Node NODE 0 0 183.94 h148 5.6 318.16 -17.55 Head HEAD 0 100 183.94 n1077 NODE 0 324.08 14.75 Node us.Tee 0 0 192.19 n1080 0 322.79 7.02 Node NODE 0 0 187.35 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 25 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h179 5.6 325.75 6.53 Head HEAD 0 100 192.19 n872 NODE 0 318.16 -14.71 Node us.Tee 0 0 162.19 n871 NODE 0 319.14 -14.87 Node us.90 0 0 164.44 n960 NODE 0 318.16 -14.71 Node us.90 0 0 163.94 n1016 NODE 0 318.17 -17.54 Node us.90 0 0 170.44 n1008 0 320.46 -6.9 Node NODE 0 0 177.44 h152 5.6 318.16 -17.54 Head HEAD 0 100 177.44 n1078 0 324.08 14.75 Node NODE 0 0 187.35 h178 5.6 327.04 14.25 Head HEAD 0 100 192.19 n873 NODE 0 319.15 -14.87 Node us.90 0 0 162.19 n1083 NODE 0 318.16 -14.71 Node us.90 0 0 161.69 n961 NODE 0 318.17 -17.54 Node us.90 0 0 163.94 n1013 0 320.48 -6.9 Node NODE 0 0 170.94 h156 5.6 318.17 -17.54 Head HEAD 0 100 170.94 h147 11.2 323.84 13.32 Head HEAD 0 120 183.94 n1029 NODE 0 320.21 -8.5 Node us.Tee 0 0 162.19 n1084 NODE 0 318.17 -16.21 Node us.90 0 0 161.69 n959 NODE 0 320.47 -6.9 Node us.90 0 0 164.44 h112 5.6 318.17 -17.54 Head HEAD 0 100 164.44 h151HEAD 11.2 323.83 13.32 Head 0 120 177.44 n1041 NODE 0 321.5 -0.73 Node us.Tee 0 0 162.19 n1087 NODE 0 320.21 -8.5 Node us.Tee 0 0 156.19 n1085 NODE 0 318.17 -16.21 Node us.Tee 0 0 155.69 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 26 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi'/2 psi ft sq.ft ft ft h155HEAD 11.2 323.85 13.32 Head 0 120 170.94 n1038 NODE 0 322.8 7.03 Node us.Tee 0 0 162.19 n1042 NODE 0 321.5 -0.73 Node us.Tee 0 0 156.19 n1034 0 320.21 -8.5 Node NODE 0 0 151.35 h 181HEAD 5.6 323.17 -8.99 Head 0 100 156.19 h165HEAD 5.6 321.13 -16.7 Head 0 100 155.69 n1086 0 318.17 -16.21 Node NODE 0 0 150.85 h 111HEAD 11.2 323.84 13.32 Head 0 120 164.44 n1035 NODE 0 324.09 14.76 Node us.90 0 0 162.19 n1039 NODE 0 322.8 7.03 Node us.Tee 0 0 156.19 n1043 0 321.5 -0.73 Node NODE 0 0 151.35 h168 5.6 324.46 -1.23 Head HEAD 0 100 156.19 n1036 NODE 0 324.09 14.76 Node us.Tee 0 0 156.19 n1040 0 322.8 7.03 Node NODE 0 0 151.35 h167 5.6 325.76 6.54 Head HEAD 0 100 156.19 n1037 0 324.09 14.76 Node NODE 0 0 151.35 h166 5.6 327.05 14.27 Head HEAD 0 100 156.19 Date 2/28/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 27 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft DP1 DPV n750 n80 DPV-1 6 1.33 0 1.33 fl Fmain n80 n81 10 6 0.42 0 0.42 vi Valve n83 n751 TFP1550 CV -1 8 0.5 0 0.5 f2 Fmain n749 n83 10 6 0.67 1(us.90); 17.6 18.27 U7 Undergrnd n94 n93 DI350 10 3 1(us.90); 38.13 41.13 U8 Undergrnd n95 n94 DI350 10 11 0 11 v2 Valve n96 n95 TFP1550 CV -1 10 1 0 1 U9 Undergrnd n97 n96 DI350 10 2 1(us.90); 38.13 40.13 U10 Undergrnd n98 n97 DI350 10 5 0 5 BF1 BFP n99 n98 AMES 400 10 5.33 0 5.33 Uli Undergrnd n100 n99 DI350 10 4.67 1(us.90); 38.13 42.8 U12 Undergrnd n101 n100 DI350 10 5 1(us.90); 38.13 43.13 U13 Undergrnd n102 n101 DI350 10 73 0 73 v3 Valve n103 n102 TFP1550 CV -1 10 1 0 1 U14 Undergrnd srcl n103 DI350 10 1 0 1 U15 Undergrnd n93 n744 10 10 22 0 22 U16 Undergrnd n744 n745 10 10 44 1(us.90); 26.62 70.62 U17 Undergrnd n745 n746 10 10 5 1(us.90); 26.62 31.62 f11 Finain n746 n747 10 8 4 0 4 f12 Fmain n747 n748 10 8 4.17 1(us.90); 22.16 26.33 f13 Finain n748 n749 10 8 4.5 1(us.90); 22.16 26.66 f14 Fmain n751 n750 10 6 0.42 0 0.42 fd1 FeedMain n81 n752 10 8 7.17 0 7.17 fd2 FeedMain n752 n753 10 8 5.79 1(us.90); 22.16 27.95 fd3 FeedMain n753 n754 10 8 7.5 1(us.90); 22.16 29.66 fd4 FeedMain n754 n755 10 8 122.46 1(us.90); 22.16 144.62 fd5 FeedMain n755 n756 10 6 21.5 1(us.90); 17.6 39.1 fd6 FeedMain n756 n757 10 6 15.54 1(us.90); 17.6 33.14 fd7 FeedMain n757 n758 10 6 18 1(us.90); 17.6 35.6 fd9 FeedMain n759 n760 10 6 3.75 1(us.90); 17.6 21.35 fd10 FeedMain n760 n761 10 6 39.5 0 39.5 ml Cmain n761 n767 10 6 1.25 1(us.90); 17.6 18.85 m2 Cmain n767 n768 10 6 6.5 0 6.5 m3 Cmain n768 n769 10 6 2.25 0 2.25 m4 Cmain n769 n770 10 6 3.5 0 3.5 m5 Cmain n770 n771 10 6 5 0 5 m6 Cmain n771 n772 10 6 5.75 0 5.75 m7 Cmain n772 n773 10 6 6.5 0 6.5 m8 Cmain n773 n774 10 6 6.5 0 6.5 m9 Cmain n774 n775 10 6 6.5 0 6.5 m10 Cmain n775 n776 10 6 2.25 0 2.25 m11 Cmain n776 n777 10 6 3.5 0 3.5 m12 Cmain n777 n778 10 6 5 0 5 m13 Cmain n778 n779 10 6 5.75 0 5.75 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 28 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft m14 Cmain n779 n780 10 6 6.5 0 6.5 m15 Cmain n780 n781 10 6 6.5 0 6.5 m16 Cmain n781 n782 10 6 6.5 0 6.5 m17 Cmain n782 n783 10 6 2.25 0 2.25 m18 Cmain n783 n784 10 6 3.5 0 3.5 m19 Cmain n784 n785 10 6 5 0 5 m20 Cmain n785 n786 10 6 5.75 0 5.75 m21 Cmain n786 n787 10 6 6.5 0 6.5 m22 Cmain n787 n788 10 6 6.5 0 6.5 m23 Cmain n788 n789 10 6 6.5 0 6.5 m24 Cmain n789 n790 10 6 2.25 0 2.25 m25 Cmain n790 n791 10 6 3.5 0 3.5 m26 Cmain n791 n792 10 6 5 0 5 b25 Brline n791 n903 40 1.5 3.96 1(us.Tee); 8 11.96 b26 Brline n792 n904 40 1.5 3.96 1(us.90); 4 7.96 b159 Brline n903 h76 40 1.5 11.33 1(us.90); 4 15.33 b160 Brline h76 h77 40 1.25 10.46 0 10.46 b162 Brline n904 h79 40 1.5 11.33 1(us.90); 4 15.33 b163 Brline h79 h80 40 1.25 10.46 0 10.46 b179 Brline h80 n910 40 1.25 0.5 0 0.5 b180 Brline n910 n911 40 1.25 0.5 1(us.90); 3 3.5 b181 Brline n911 n912 40 1.25 22.33 1(us.90); 3 25.33 b182 Brline n912 n913 40 1.25 0.5 1(us.90); 3 3.5 dl Drop n913 h96 40 1.25 32 1(us.90); 3 35 v4 Valve n758 n1088 Metra Flex 6 3.5 0 3.5 fd12 FeedMain n1088 n759 10 6 1.21 0 1.21 m27 Cmain n760 n762 10 6 8.42 1(us.Tee); 37.72 46.14 bl Brline n767 n793 10 2 4.23 1(us.Tee); 12.31 16.54 b2 Brline n768 n878 10 2 4.23 1(us.Tee); 12.31 16.54 b3 Brline n769 n795 10 2.5 4.23 1(us.Tee); 16.47 20.7 b4 Brline n770 n796 40 1.5 4.21 1(us.Tee); 8 12.21 b5 Brline n771 n909 40 1.5 4.21 1(us.Tee); 8 12.21 b6 Brline n772 n880 10 2 4.19 1(us.Tee); 12.31 16.49 b7 Brline n773 n882 10 2 4.17 1(us.Tee); 12.31 16.47 b8 Brline n774 n884 10 2 4.17 1(us.Tee); 12.31 16.47 b9 Brline n775 n886 10 2 4.15 1(us.Tee); 12.31 16.45 b10 Brline n776 n945 10 2.5 4.15 1(us.Tee); 16.47 20.62 b11 Brline n777 n908 40 1.5 4.12 1(us.Tee); 8 12.12 b12 Brline n778 n907 40 1.5 4.12 1(us.Tee); 8 12.12 b13 Brline n779 n888 10 2 4.1 1(us.Tee); 12.31 16.41 b14 Brline n780 n890 10 2 4.08 1(us.Tee); 12.31 16.39 b15 Brline n781 n892 10 2 4.08 1(us.Tee); 12.31 16.39 b16 Brline n782 n894 10 2 4.06 1(us.Tee); 12.31 16.37 b17 Brline n783 n935 10 2.5 4.06 1(us.Tee); 16.47 20.54 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 29 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b18 Brline n784 n906 40 1.5 4.04 1(us.Tee); 8 12.04 b19 Brline n785 n905 40 1.5 4.04 1(us.Tee); 8 12.04 b20 Brline n786 n896 10 2 4.02 1(us.Tee); 12.31 16.33 b21 Brline n787 n898 10 2 4 1(us.Tee); 12.31 16.31 b22 Brline n788 n900 10 2 4 1(us.Tee); 12.31 16.31 b23 Brline n789 n902 10 2 3.98 1(us.Tee); 12.31 16.29 b24 Brline n790 n925 10 2.5 3.96 1(us.Tee); 16.47 20.43 m28 Cmain n762 n763 10 6 6.25 1(us.90); 17.6 23.85 b66 Brline n793 n875 10 2 22.25 1(us.90); 6.15 28.4 b84 Brline n878 n879 10 2 22.25 1(us.90); 6.15 28.4 b183 Brline n795 n914 10 2.5 31.08 1(us.90); 8.24 39.32 b76 Brline n796 h8 40 1.5 11.33 1(us.90); 4 15.33 b177 Brline n909 h94 40 1.5 11.33 1(us.90); 4 15.33 b90 Brline n880 n881 10 2 22.25 1(us.90); 6.15 28.4 b96 Brline n882 n883 10 2 22.25 1(us.90); 6.15 28.4 b102 Brline n884 n885 10 2 22.25 1(us.90); 6.15 28.4 b108 Brline n886 n887 10 2 22.25 1(us.90); 6.15 28.4 b192 Brline n945 n946 10 2.5 31.08 1(us.90); 8.24 39.32 b174 Brline n908 h91 40 1.5 11.33 1(us.90); 4 15.33 b171 Brline n907 h88 40 1.5 11.33 1(us.90); 4 15.33 b114 Brline n888 n889 10 2 22.25 1(us.90); 6.15 28.4 b120 Brline n890 n891 10 2 22.25 1(us.90); 6.15 28.4 b126 Brline n892 n893 10 2 22.25 1(us.90); 6.15 28.4 b132 Brline n894 n895 10 2 22.25 1(us.90); 6.15 28.4 b189 Brline n935 n936 10 2.5 31.08 1(us.90); 8.24 39.32 b168 Brline n906 h85 40 1.5 11.33 1(us.90); 4 15.33 b165 Brline n905 h82 40 1.5 11.33 1(us.90); 4 15.33 b138 Brline n896 n897 10 2 22.25 1(us.90); 6.15 28.4 b144 Brline n898 n899 10 2 22.25 1(us.90); 6.15 28.4 b150 Brline n900 n901 10 2 22.25 1(us.90); 6.15 28.4 b156 Brline n902 n877 10 2 22.25 1(us.90); 6.15 28.4 b186 Brline n925 n926 10 2.5 31.08 1(us.90); 8.24 39.32 m29 Cmain n763 n764 10 6 12.33 1(us.90); 17.6 29.94 b184 Brline n914 n922 10 2.5 7.87 0 7.87 oa2 Oarm n914 n917 40 1.5 6 1(us.Tee); 8 14 b193 Brline n946 n947 10 2.5 7.87 0 7.87 oa20 Oarm n946 n949 40 1.5 6 1(us.Tee); 8 14 b190 Brline n936 n937 10 2.5 7.87 0 7.87 oal4 Oarm n936 n939 40 1.5 6 1(us.Tee); 8 14 b187 Brline n926 n927 10 2.5 7.87 0 7.87 oa8 Oarm n926 n929 40 1.5 6 1(us.Tee); 8 14 m30 Cmain n764 n765 10 6 3.37 0 3.37 oat Oarm n764 n766 40 1.25 1.5 1(us.Tee); 6 7.5 b185 Brline n922 n919 10 2.5 7.88 0 7.88 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 30 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft oa6 Oarm n922 n923 40 1.5 6 1(us.Tee); 8 14 oa3 Oarm n917 n918 40 1 4.83 0 4.83 s2 Sprig n917 h97 40 1 3 1(us.Tee); 5 8 b77 Brline h8 h9 40 1.25 10.46 0 10.46 b178 Brline h94 h95 40 1.25 10.46 0 10.46 b194 Brline n947 n948 10 2.5 7.88 0 7.88 oa21 Oarm n947 n957 40 1.5 6 1(us.Tee); 8 14 oa23 Oarm n949 n950 40 1 4.83 0 4.83 s9 Sprig n949 h104 40 1 3 1(us.Tee); 5 8 b175 Brline h91 h92 40 1.25 10.46 0 10.46 b172 Brline h88 h89 40 1.25 10.46 0 10.46 b191 Brline n937 n938 10 2.5 7.88 0 7.88 oa15 Oarm n937 n956 40 1.5 6 1(us.Tee); 8 14 oa17 Oarm n939 n940 40 1 4.83 0 4.83 s7 Sprig n939 h102 40 1 3 1(us.Tee); 5 8 b169 Brline h85 h86 40 1.25 10.46 0 10.46 b166 Brline h82 h83 40 1.25 10.46 0 10.46 b188 Brline n927 n928 10 2.5 7.88 0 7.88 oa9 Oarm n927 n955 40 1.5 6 1(us.Tee); 8 14 oall Oarm n929 n930 40 1 4.83 0 4.83 s5 Sprig n929 h100 40 1 3 1(us.Tee); 5 8 m31 Cmain n765 n819 10 6 1.5 1(us.90); 17.6 19.1 sl Sprig n766 hl 40 1 3 1(us.90); 2 5 oa4 Oarm n919 n920 40 1.5 6 1(us.90); 4 10 oa7 Oarm n923 n924 40 1 4.83 0 4.83 s4 Sprig n923 h99 40 1 3 1(us.Tee); 5 8 oa22 Oarm n948 n951 40 1.5 6 1(us.90); 4 10 oa25 Oarm n957 n954 40 1 4.83 0 4.83 s13 Sprig n957 h108 40 1 3 1(us.Tee); 5 8 oal6 Oarm n938 n941 40 1.5 6 1(us.90); 4 10 oal9 Oarm n956 n944 40 1 4.83 0 4.83 s12 Sprig n956 h107 40 1 3 1(us.Tee); 5 8 oa10 Oarm n928 n931 40 1.5 6 1(us.90); 4 10 oa13 Oarm n955 n934 40 1 4.83 0 4.83 sll Sprig n955 h106 40 1 3 1(us.Tee); 5 8 m32 Cmain n819 n820 10 6 2.25 0 2.25 b27 Brline n819 n839 10 2.5 2.35 1(us.Tee); 16.47 18.83 b72 Brline n875 h6 10 1.5 17.04 0 17.04 b87 Brline n879 h16 10 1.5 20.5 0 20.5 oa5 Oarm n920 n921 40 1 4.83 0 4.83 s3 Sprig n920 h98 40 1 3 1(us.Tee); 5 8 b93 Brline n881 h21 10 1.5 20.5 0 20.5 b99 Brline n883 h26 10 1.5 20.5 0 20.5 b105 Brline n885 h31 10 1.5 20.5 0 20.5 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 31 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft bill Brline n887 h36 10 1.5 20.5 0 20.5 oa24 Oarm n951 n952 40 1 4.83 0 4.83 slO Sprig n951 h105 40 1 3 1(us.Tee); 5 8 b117 Brline n889 h41 10 1.5 20.5 0 20.5 b123 Brline n891 h46 10 1.5 20.5 0 20.5 b129 Brline n893 h51 10 1.5 20.5 0 20.5 b135 Brline n895 h56 10 1.5 20.5 0 20.5 oal8 Oarm n941 n942 40 1 4.83 0 4.83 s8 Sprig n941 h103 40 1 3 1(us.Tee); 5 8 b141 Brline n897 h61 10 1.5 20.5 0 20.5 b147 Brline n899 h66 10 1.5 20.5 0 20.5 b153 Brline n901 h71 10 1.5 20.5 0 20.5 b79 Brline n877 hll 10 1.5 20.5 0 20.5 oa12 Oarm n931 n932 40 1 4.83 0 4.83 s6 Sprig n931 h101 40 1 3 1(us.Tee); 5 8 m33 Cmain n820 n821 10 6 6 0 6 b28 Brline n820 n1044 10 2.5 2.35 1(us.Tee); 16.47 18.83 b248 Brline n839 n1026 10 2.5 22.13 1(us.90); 8.24 30.37 m34 Cmain n821 n822 10 6 8.25 0 8.25 b29 Brline n821 n1019 40 1 2.33 1(us.Tee); 5 7.33 b257 Brline n1044 n1045 10 2.5 6.46 1(us.90); 8.24 14.7 m35 Cmain n822 n823 10 6 6.5 0 6.5 b34 Brline n822 n964 40 2 1.31 1(us.Tee); 10 11.31 oa65 Oarm n1019 n1020 40 1 0.5 1(us.90); 2 2.5 b258 Brline n1045 n1046 10 2.5 7.88 0 7.88 oa82 Oarm n1045 n1049 40 1.5 6 1(us.Tee); 8 14 m36 Cmain n823 n824 10 6 6.5 0 6.5 b32 Brline n823 n969 40 2 1.29 1(us.Tee); 10 11.29 b35 Brline n964 n962 40 1.5 1 0 1 oa29 Oarm n964 n965 40 1 0.5 1(us.Tee); 5 5.5 oa66 Oarm n1020 n1021 40 1 1.5 1(us.90); 2 3.5 b259 Brline n1046 n1047 10 2.5 7.88 0 7.88 oa83 Oarm n1046 n1055 40 1.5 6 1(us.Tee); 8 14 oa86 Oarm n1049 n1050 40 1 4.83 0 4.83 s18 Sprig n1049 h169 40 1 3 1(us.Tee); 5 8 b252 Brline n1026 h162 10 2.5 6.33 0 6.33 oa71 Oarm n1026 n1027 40 2 3 1(us.Tee); 10 13 m37 Cmain n824 n825 10 6 6.5 0 6.5 b36 Brline n824 n974 40 2 1.29 1(us.Tee); 10 11.29 b33 Brline n969 n967 40 1.5 1 0 1 oa32 Oarm n969 n970 40 1 0.5 1(us.Tee); 5 5.5 b202 Brline n962 n963 40 1.5 8.08 1(us.90); 4 12.08 oa30 Oarm n965 n966 40 1 2.83 1(us.90); 2 4.83 oa67 Oarm n1021 h158 40 1 0.5 1(us.90); 2 2.5 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 32 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b260 Brline n1047 n1048 10 2.5 7.83 0 7.83 oa84 Oarm n1047 n1053 40 1.5 6 1(us.Tee); 8 14 oa89 Oarm n1055 n1056 40 1 4.83 0 4.83 s21 Sprig n1055 h172 40 1 3 1(us.Tee); 5 8 oa72 Oarm n1027 n1028 40 2 1.33 1(us.90); 5 6.33 m38 Cmain n825 n826 10 6 2.25 0 2.25 b38 Brline n825 n979 40 2 1.27 1(us.Tee); 10 11.27 b37 Brline n974 n972 40 1.5 1 0 1 oa35 Oarm n974 n975 40 1 0.5 1(us.Tee); 5 5.5 b206 Brline n967 n968 40 1.5 8.08 1(us.90); 4 12.08 oa33 Oarm n970 n971 40 1 2.83 1(us.90); 2 4.83 oa31 Oarm n966 h116 40 1 0.5 1(us.90); 2 2.5 oa85 Oarm n1048 n1051 40 1.5 6 1(us.90); 4 10 oa88 Oarm n1053 n1054 40 1 4.83 0 4.83 s20 Sprig n1053 h171 40 1 3 1(us.Tee); 5 8 oa73 Oarm n1028 h164 40 1.5 6 0 6 m39 Cmain n826 n827 10 6 6 0 6 b40 Brline n826 n1057 10 2.5 2.27 1(us.Tee); 16.47 18.74 b39 Brline n979 n977 40 1.5 1 0 1 oa38 Oarm n979 n980 40 1 0.5 1(us.Tee); 5 5.5 b210 Brline n972 n973 40 1.5 8.08 1(us.90); 4 12.08 oa36 Oarm n975 n976 40 1 2.83 1(us.90); 2 4.83 oa34 Oarm n971 h120 40 1 0.5 1(us.90); 2 2.5 b204 Brline n963 h115 10 1.5 20.5 0 20.5 oa87 Oarm n1051 n1052 40 1 4.83 0 4.83 s19 Sprig n1051 h170 40 1 3 1(us.Tee); 5 8 m40 Cmain n827 n828 10 6 8.25 0 8.25 b41 Brline n827 n1022 40 1 2.21 1(us.Tee); 5 7.21 b261 Brline n1057 n1058 10 2.5 6.46 1(us.90); 8.24 14.7 b214 Brline n977 n978 40 1.5 8.08 1(us.90); 4 12.08 oa39 Oarm n980 n981 40 1 2.83 1(us.90); 2 4.83 oa37 Oarm n976 h124 40 1 0.5 1(us.90); 2 2.5 b208 Brline n968 h119 10 1.5 20.5 0 20.5 m41 Cmain n828 n829 10 6 6.5 0 6.5 b42 Brline n828 n984 40 2 1.23 1(us.Tee); 10 11.23 oa68 Oarm n1022 n1023 40 1 0.5 1(us.90); 2 2.5 b262 Brline n1058 n1059 10 2.5 7.88 0 7.88 oa90 Oarm n1058 n1062 40 1.5 6 1(us.Tee); 8 14 oa40 Oarm n981 h128 40 1 0.5 1(us.90); 2 2.5 b212 Brline n973 h123 10 1.5 20.5 0 20.5 m42 Cmain n829 n830 10 6 6.5 0 6.5 b44 Brline n829 n989 40 2 1.21 1(us.Tee); 10 11.21 b43 Brline n984 n982 40 1.5 1 0 1 oa41 Oarm n984 n985 40 1 0.5 1(us.Tee); 5 5.5 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 33 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft oa69 Oarm n1023 n1024 40 1 1.5 1(us.90); 2 3.5 b263 Brline n1059 n1060 10 2.5 7.88 0 7.88 oa91 Oarm n1059 n1068 40 1.5 6 1(us.Tee); 8 14 oa94 Oarm n1062 n1063 40 1 4.83 0 4.83 s22 Sprig n1062 h173 40 1 3 1(us.Tee); 5 8 b216 Brline n978 h127 10 1.5 20.5 0 20.5 m43 Cmain n830 n831 10 6 6.5 0 6.5 b46 Brline n830 n994 40 2 1.21 1(us.Tee); 10 11.21 b45 Brline n989 n987 40 1.5 1 0 1 oa44 Oarm n989 n990 40 1 0.5 1(us.Tee); 5 5.5 b218 Brline n982 n983 40 1.5 8.08 1(us.90); 4 12.08 oa42 Oarm n985 n986 40 1 2.83 1(us.90); 2 4.83 oa70 Oarm n1024 h159 40 1 0.5 1(us.90); 2 2.5 b264 Brline n1060 n1061 10 2.5 7.83 0 7.83 oa92 Oarm n1060 n1066 40 1.5 6 1(us.Tee); 8 14 oa97 Oarm n1068 n1069 40 1 4.83 0 4.83 s25 Sprig n1068 h176 40 1 3 1(us.Tee); 5 8 m44 Cmain n831 n832 10 6 2.25 0 2.25 b48 Brline n831 n999 40 2 1.19 1(us.Tee); 10 11.19 b47 Brline n994 n992 40 1.5 1 0 1 oa47 Oarm n994 n995 40 1 0.5 1(us.Tee); 5 5.5 b222 Brline n987 n988 40 1.5 8.08 1(us.90); 4 12.08 oa45 Oarm n990 n991 40 1 2.83 1(us.90); 2 4.83 oa43 Oarm n986 h132 40 1 0.5 1(us.90); 2 2.5 oa93 Oarm n1061 n1064 40 1.5 6 1(us.90); 4 10 oa96 Oarm n1066 n1067 40 1 4.83 0 4.83 s24 Sprig n1066 h175 40 1 3 1(us.Tee); 5 8 m45 Cmain n832 n833 10 6 6 0 6 b50 Brline n832 n1070 10 2.5 2.19 1(us.Tee); 16.47 18.66 b49 Brline n999 n997 40 1.5 1 0 1 oa50 Oarm n999 n1000 40 1 0.5 1(us.Tee); 5 5.5 b226 Brline n992 n993 40 1.5 8.08 1(us.90); 4 12.08 oa48 Oarm n995 n996 40 1 2.83 1(us.90); 2 4.83 oa46 Oarm n991 h136 40 1 0.5 1(us.90); 2 2.5 b220 Brline n983 h131 10 1.5 20.5 0 20.5 oa95 Oarm n1064 n1065 40 1 4.83 0 4.83 s23 Sprig n1064 h174 40 1 3 1(us.Tee); 5 8 m46 Cmain n833 n834 10 6 8.25 0 8.25 b51 Brline n833 n863 40 1 2.17 1(us.Tee); 5 7.17 b265 Brline n1070 n1071 10 2.5 6.46 1(us.90); 8.24 14.7 b230 Brline n997 n998 40 1.5 8.08 1(us.90); 4 12.08 oa51 Oarm n1000 n1001 40 1 2.83 1(us.90); 2 4.83 oa49 Oarm n996 h140 40 1 0.5 1.(us.90); 2 2.5 b224 Brline n988 h135 10 1.5 20.5 0 20.5 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 34 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft m47 Cmain n834 n835 10 6 6.5 0 6.5 b52 Brline n834 n1004 40 2 1.15 1(us.Tee); 10 11.15 oa62 Oarm n863 n1017 40 1 0.5 1(us.90); 2 2.5 b266 Brline n1071 n1072 10 2.5 7.88 0 7.88 oa98 Oarm n1071 n1075 40 1.5 6 1(us.Tee); 8 14 oa52 Oarm n1001 h144 40 1 0.5 1(us.90); 2 2.5 b228 Brline n993 h139 10 1.5 20.5 0 20.5 m48 Cmain n835 n836 10 6 6.5 0 6.5 b54 Brline n835 n1009 40 2 1.13 1(us.Tee); 10 11.12 b53 Brline n1004 n1002 40 1.5 1 0 1 oa53 Oarm n1004 n1005 40 1 0.5 1(us.Tee); 5 5.5 oa63 Oarm n1017 n1018 40 1 1.5 1(us.90); 2 3.5 b267 Brline n1072 n1073 10 2.5 7.88 0 7.88 oa99 Oarm n1072 n1081 40 1.5 6 1(us.Tee); 8 14 oa102 Oarm n1075 n1076 40 1 4.83 0 4.83 s26 Sprig n1075 h177 40 1 3 1(us.Tee); 5 8 b232 Brline n998 h143 10 1.5 20.5 0 20.5 m49 Cmain n836 n837 10 6 6.5 0 6.5 b56 Brline n836 n1014 40 2 1.13 1(us.Tee); 10 11.12 b55 Brline n1009 n1007 40 1.5 1 0 1 oa56 Oarm n1009 n1010 40 1 0.5 1(us.Tee); 5 5.5 b234 Brline n1002 n1003 40 1.5 8.08 1(us.90); 4 12.08 oa54 Oarm n1005 n1006 40 1 2.83 1(us.90); 2 4.83 oa64 Oarm n1018 h157 40 1 0.5 1(us.90); 2 2.5 b268 Brline n1073 n1074 10 2.5 7.83 0 7.83 oa100 Oarm n1073 n1079 40 1.5 6 1(us.Tee); 8 14 oa105 Oarm n1081 n1082 40 1 4.83 0 4.83 s29 Sprig n1081 h180 40 1 3 1(us.Tee); 5 8 m50 Cmain n837 n838 10 6 2.25 0 2.25 b58 Brline n837 n870 40 2 1.1 1(us.Tee); 10 11.1 b57 Brline n1014 n1012 40 1.5 1 0 1 oa59 Oarm n1014 n1015 40 1 0.5 1(us.Tee); 5 5.5 b238 Brline n1007 n1008 40 1.5 8.08 1(us.90); 4 12.08 oa57 Oarm n1010 n1011 40 1 2.83 1(us.90); 2 4.83 oa55 Oarm n1006 h148 40 1 0.5 1(us.90); 2 2.5 oa101 Oarm n1074 n1077 40 1.5 6 1(us.90); 4 10 oa104 Oarm n1079 n1080 40 1 4.83 0 4.83 s28 Sprig n1079 h179 40 1 3 1(us.Tee); 5 8 b60 Brline n838 n872 10 2.5 1.1 1(us.90); 8.24 9.34 b59 Brline n870 n871 40 1.5 1 0 1 oa26 Oarm n870 n960 40 1 0.5 1(us.Tee); 5 5.5 b242 Brline n1012 n1013 40 1.5 8.08 1(us.90); 4 12.08 oa60 Oarm n1015 n1016 40 1 2.83 1(us.90); 2 4.83 oa58 Oarm n1011 h152 40 1 0.5 1(us.90); 2 2.5 Date 2/28/2011 File: Zone 5.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 35 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b236 Brline n1003 h147 10 1.5 20.5 0 20.5 oa103 Oarm n1077 n1078 40 1 4.83 0 4.83 s27 Sprig n1077 h178 40 1 3 1(us.Tee); 5 8 b61 Brline n872 n873 10 2.5 1 0 1 oa106 Oarm n872 n1083 40 1.5 0.5 1(us.Tee); 8 8.5 b197 Brline n871 n959 40 1.5 8.08 1(us.90); 4 12.08 oa27 Oarm n960 n961 40 1 2.83 1(us.90); 2 4.83 oa61 Oarm n1016 h156 40 1 0.5 1(us.90); 2 2.5 b240 Brline n1008 h151 10 1.5 20.5 0 20.5 b253 Brline n873 n1029 10 2.5 6.46 1(us.90); 8.24 14.7 oa107 Oarm n1083 n1084 40 1.5 1.5 1(us.90); 4 5.5 oa28 Oarm n961 h112 40 1 0.5 1(us.90); 2 2.5 b244 Brline n1013 h155 10 1.5 20.5 0 20.5 b254 Brline n1029 n1041 10 2.5 7.88 0 7.88 oa74 Oarm n1029 n1087 40 1.5 6 1(us.Tee); 8 14 oa108 Oarm n1084 n1085 40 1.5 6 1(us.90); 4 10 b199 Brline n959 hill 10 1.5 20.5 0 20.5 b255 Brline n1041 n1038 10 2.5 7.88 0 7.88 oa80 Oarm n1041 n1042 40 1.5 6 1(us.Tee); 8 14 oa75 Oarm n1087 n1034 40 1 4.83 0 4.83 s30 Sprig n1087 h181 40 1 3 1(us.Tee); 5 8 s14 Sprig n1085 h165 40 1 3 1(us.Tee); 5 8 oa109 Oarm . n1085 n1086 40 1 4.83 0 4.83 b256 Brline n1038 n1035 10 2.5 7.83 0 7.83 oa78 Oarm n1038 n1039 40 1.5 6 1(us.Tee); 8 14 oa81 Oarm n1042 n1043 40 1 4.83 0 4.83 s17 Sprig n1042 h168 40 1 3 1(us.Tee); 5 8 oa76 Oarm n1035 n1036 40 1.5 6 1(us.90); 4 10 oa79 Oarm n1039 n1040 40 1 4.83 0 4.83 s16 Sprig n1039 h167 40 1 3 i(us.Tee); 5 8 oa77 Oarm n1036 n1037 40 1 4.83 0 4.83 s15 Sprig n1036 h166 40 1 3 1(us.Tee); 5 8 File: Zone 5.tyc Date 2/28/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 36 i\ FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Bow Lake Transfer Station Contract No. : 11-1785 City: Tukwila, WA 98188 Project Location: 18800 Orillia Road South Date: 2/2/2011 Contractor Information Name of Contractor: Patriot Fire Protection Address: 2707 70th Ave E Phone Number: 253-926-2290 Name of Designer: Dave Hankins Authority Having Jurisdiction: City of Tukwila FM City: Tacoma, WA 98424 E-mail: daveh@patriotfire.com Water Supply Information Date: 2/2/11 Location: ex. city main Source: source \ Notes Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 1 Diagram for Headset : Zone 6 four orifices Job : Bow Lake Transfer Station a) 0) co 0_ / cn 2 cr) 5 -o c ow CDL a) 0 c o 0Csi 0 Cs1 cc) o_ Date 2/16/2011, \ , Job : Bow Lake Transfer Station Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 4 Open Heads System Summary System Volume (gal): Fluid: Gas: Differential Trip Ratio: Accelerator: Trip Time: Water Delivery Time: Operating Time: Required Water Delivery Time: Safety Factor: 1074.1 Water @ 60F (15.6C) Air @ 40°F and 40psi 0 (Deluge valve) Differential Presure: Opsi I Time Delay: 4s 4.01s 28.73s @ h486 28.796s @ h486 45s 36.2% Flow Pressure 0 122 1376 112 Head# K -Factor Orifice Minimum Transit Time Water Operating Delivery Pressure Time Oper. Time SHALL NOT exceed 45s Open Time (gpm/psis/2) (in) h327 h331 h332 h486 11.2 0.64 11.2 0.64 11.2 0.64 11.2 0.64 (psi) 10.3 10.3 10.3 10.3 (s) 19.87 19.24 19.72 24.72 (s) 23.88 23.25 23.73 28.73 (s) 24.489 23.788 23.788 28.796 (s) 0 0 0 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 3 BFP (n98) — Pressure, psi — Flow, gpm / Pressure, psi 130- 125- 120- 115- 110- 105 100. 952 90- 85- 80- 75~ 70- 60- 55- 50- 40-, 35- 30- 25- 20 0- 60- 55- 50-40- 35- 30- 25- 20 15- 10- -2,700 •2,600 -2,500 -2,400 2,300 -2,200 -2,100 -2,000 -1,900 -1,800 -1,700 -1,600 -1,500 1,400 -1,300 - to 1,200 -1,100 -1,000 -900 -800 -700 -600 -500 400 -300 -200 -100 •0 -100 --200 10 15 20 25 Time, s 30 35 40 File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 4 i srcl — Pressure, psi — Flow, gpm 130- 125- 120- 115- 110- 105- 100- 25- 120- 115- 110- 105- 100- 95- 95 90- 85- 90- 85- 807 757 80- 75- 70: 70- 65 - 50- 45- 40- 35 30- 25- 20- 15- 10- 5 -5- -10- -2,700 :2,600 -2,500 -2,400 -2,300 -2,200 -2,100 -2,000 -1,900 1,800 -1,700 -1,600 -1,500 -1,400 -n -1,300 - -1,200 3 -1,100 :1,000 -900 -800 :700 -600 -500 -400 -300 -200 -100 -100 --200 S 10 15 20 25 30 35 40 Time, s File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 5 Pressure, psi DPV (n114) — Pressure, psi — Flow, gpm 125- 120- 115 •• 110• 105- 100- 95- 90- 85 80 75- 70- 65- 5- 60- 60• 55- 55- 507 50- 45- 40- 35- 30 • 45- 40- 35- 30• 25• 20- 15- 10- 5 0-1510- 5 -5-. -5- -10 -10 - '2,700 2,600 -2,500 2,400 2,300 -2,200 -2,100 -2,000 ;1,900 1,800 -1,700 -1,600 1,500 -1,400 -1,300 -1,200 -1,100 -1,000 X900 ••800 -700 -600 500 400 -300 -200 -100 10 15 20 25 Time, S 30 S 35 40 -0 --100 --200 -n 0 3 File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 6 66- 64 62- 60- 58- 56- 54 2- 60-58-56-54 52 50 48- 46- 44- 42; 40 38- 36 .2.34: 32- a 30 92 28- a 26 24 22: 20- 18- 16- 14 12- 10; h327 — Pressure, psi — Flow, gpm 8- 6� 4- 2- 0. -2= -4 -6 -95 -90 -85 -80 -75 -70 -65 -60 -55 50 m a -45 1.8 -40 3 -35 -30 -25 -20 -15 •10 -5 -0 0 Date 2/16/2011 5 10 15 20 25 Time, s 30 35 • 40 --5 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 7 h331 — Pressure, psi — Flow, gpm 74 72 70- 68 66 647 62 60= 58= 56 =. 54 52= 50- 48.- 46- 44 0=48.-4644 42~ 40- .a 38- 36-: a 34 32- a 30~ 28- 26 24= 22H 20~ 18- 16-: 14 12= 10 8 6- 4- 2: 0 •2 -4i :100 95 90 85 •80 -75 70 -65 -60 55 -50 - 45 3 40 -3S -30 -25 -20 :15 -10 -5 10 15 20 Time, s 25 30 35 40 -0 --5 -10 File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 8 l h332 — Pressure, psi —Flow, gpm 70= 68= 66: 64 62= 60: 58: 56 54 52= 50 48= 46= 44 42= 40� 38 •: .n 36~ � 34= 'A 32 ET? 30: CI- 28: 26 24= 22 20= 18- 16: 14 12 10 8 6 0 -100 -95 -90 -85 -80 -75 ~70 -65 -60 -55 -50 -45 -40 35 :30 :25 -20 -15 -10 -5 --5 Date 2/16/2011 10 15 20 25 Time, S 30 35 40 m 0 to B File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 9 h486 — Pressure, psi — Flow, gpm 56- 54 - 52- 50- 48~ 46- 44 - 42; 40- 38- 36 34 32- 30 a 28. ', 26 : Ui 24 - a22' 20 •- 18- 16- 14- 12~ 10, 8 6- 2 -2- r , i 5 10 15 20 Time, s • 25 30 35 40 -88 -86 -84 -82 -80 78 76 74 •72 70 68 66 -64 •62 '-60 -58 -56 54 -52 -50 48 46 -44 0 42 -40,a ..38 D -36 -34 32 30 -28 -26 -24 -22 -20 18 -16 14 -12 -10 8 -6 -4 2 -0 --2 -6 File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 10 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n87 0 276.67 131.85 Node NODE 122 0 79.78 n88 NODE 0 276.17 131.85 Node us.90 122 0 79.78 n89 NODE 0 270.5 131.85 Node us.90 122 0 79.78 n90 NODE 0 270.5 142.46 Node us.90 122 0 69.18 n91 NODE 0 270.5 162.96 Node us.90 122 0 89.68 n92 NODE 0 270.5 162.96 Node us.90 122 0 347.68 n93 NODE 0 270.5 145.96 Node us.90 122 0 347.68 n94 NODE 0 270.5 145.96 Node us.90 122 0 350.68 n95 NODE 0 270.5 156.59 Node us.90 122 0 353.53 n96 NODE 0 270.5 157.56 Node us.90 122 0 353.79 n97 NODE 0 270.5 159.49 Node us.90 122 0 354.31 n98 NODE 0 270.5 158.19 Node us.90 122 0 359.14 n99 NODE 0 270.5 156.81 Node us.90 122 0 364.29 n100 NODE 0 270.5 155.61 Node us.90 122 0 368.79 n101 NODE 0 270.5 158.11 Node us.90 122 0 373.12 n102 NODE 0 270.5 228.62 Node us.90 122 0 392.02 n103 NODE 0 270.5 229.58 Node us.90 122 0 392.28 srcl 0 270.5 230.55 Supply SUPPLY 122 0 392.54 n113 NODE 0 278.17 131.85 Node us.90 122 0 79.78 n114 0 281.08 128.67 Node NODE 122 0 76.6 n115 0 279.75 128.67 Node NODE 122 0 76.6 n116 0 279.33 128.67 Node NODE 122 0 76.6 n117 0 278.83 128.67 Node NODE 122 0 76.6 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 11 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1h psi ft sq.ft ft ft n118 NODE 0 278.17 128.67 Node us.90 122 0 76.6 n119 NODE 0 303.71 128.67 Node us.90 122 0 76.6 n451 NODE 0 303.71 127.59 Node us.90 122 0 76.15 n452 NODE 0 303.88 81.51 Node us.90 122 0 30.07 n453 NODE 0 305.54 81.51 Node us.90 122 0 30.07 n454 NODE 0 305.75 -15.4 Node us.Tee 122 0 30.07 n455 NODE 0 305.88 -70.4 Node us.90 122 0 30.07 n456 NODE 0 305.88 -70.4 Node us.Tee 122 0 32.32 n457 NODE 0 305.88 -70.4 Node us.Tee 122 0 38.82 n458 NODE 0 305.88 -70.4 Node us.Tee 122 0 44.57 n459 NODE 0 305.88 -70.4 Node us.Tee 122 0 49.57 n460 NODE 0 305.88 -70.4 Node us.Tee 122 0 53.07 n461 NODE 0 305.88 -70.4 Node us.Tee 122 0 55.32 n462 NODE 0 305.88 -70.4 Node us.Tee 122 0 61.82 n463 NODE 0 305.88 -70.4 Node us.Tee 122 0 68.32 n464 NODE 0 305.88 -70.4 Node us.Tee 122 0 74.82 n465 NODE 0 305.88 -70.4 Node us.Tee 122 0 80.57 n466 NODE 0 305.88 -70.4 Node us.Tee 122 0 85.57 n467 NODE 0 305.88 -70.4 Node us.Tee 122 0 89.07 n468 NODE 0 305.88 -70.4 Node us.Tee 122 0 91.32 n469 NODE 0 305.88 -70.4 Node us.Tee 122 0 97.82 n470 NODE 0 305.88 -70.4 Node us.Tee 122 0 104.32 n471 NODE 0 305.88 -70.4 Node us.Tee 122 0 110.82 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 12 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n472 NODE 0 305.88 -70.4 Node us.Tee 122 0 116.57 n473 NODE 0 305.88 -70.4 Node us.Tee 122 0 121.57 n474 NODE 0 305.88 -70.4 Node us.Tee 122 0 125.07 n475 NODE 0 305.88 -70.4 Node us.Tee 122 0 127.32 n476 NODE 0 305.88 -70.4 Node us.Tee 122 0 133.82 n477 NODE 0 305.88 -70.4 Node us.Tee 122 0 140.32 n478 NODE 0 305.88 -70.4 Node us.Tee 122 0 146.82 n479 0 305.88 -70.4 Node NODE 122 0 147.32 n485 NODE 0 309.83 -71.22 Node us.90 122 0 121.57 n498 NODE 0 309.98 -71.25 Node us.90 122 0 53.07 n502 NODE 0 310.04 -71.26 Node us.90 122 0 32.32 h322 11.2 316.79 -29.05 Head HEAD 122 120 32.32 n503 NODE 0 313.55 -49.29 Node us.90 122 0 32.32 n504 NODE 0 309.77 -71.2 Node us.90 122 0 146.82 h327HEAD 11.2 316.52 -28.99 Head 122 120 146.82 n505 0 313.29 -49.23 Node NODE 122 0 146.82 n506 NODE 0 309.79 -71.21 Node us.90 122 0 140.32 h331HEAD 11.2 314.89 -39.32 Head 122 120 140.32 h332 11.2 316.54 -28.99 Head HEAD 122 120 140.32 n507 0 313.31 -49.24 Node NODE 122 0 140.32 n508 NODE 0 309.79 -71.21 Node us.90 122 0 133.82 h337HEAD 11.2 316.54 -28.99 Head 122 120 133.82 n509 0 313.31 -49.24 Node NODE 122 0 133.82 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 13 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n510 NODE 0 309.81 -71.21 Node us.90 122 0 127.32 h342HEAD 11.2 316.56 -29 Head 122 120 127.32 n511 0 313.33 -49.24 Node NODE 122 0 127.32 n512 NODE 0 309.85 -71.22 Node us.90 122 0 110.82 h347HEAD 11.2 316.6 -29.01 Head 122 120 110.82 n513 0 313.37 -49.25 Node NODE 122 0 110.82 n514 NODE 0 309.88 -71.23 Node us.90 122 0 104.32 h352HEAD 11.2 316.62 -29.01 Head 122 120 104.32 n515 0 313.39 -49.25 Node NODE 122 0 104.32 n516 NODE 0 309.88 -71.23 Node us.90 122 0 97.82 h357 11.2 316.62 -29.01 Head HEAD 122 120 97.82 n517 0 313.39 -49.25 Node NODE 122 0 97.82 n518 NODE 0 309.9 -71.23 Node us.90 122 0 91.32 h362HEAD 11.2 316.64 -29.02 Head 122 120 91.32 n519 0 313.41 -49.26 Node NODE 122 0 91.32 n520 NODE 0 309.94 -71.24 Node us.90 122 0 74.82 h367 11.2 316.68 -29.02 Head HEAD 122 120 74.82 n521 0 313.45 -49.27 Node NODE 122 0 74.82 n522 NODE 0 309.96 -71.24 Node us.90 122 0 68.32 h372HEAD 11.2 316.7 -29.03 Head 122 120 68.32 n523 0 313.47 -49.27 Node NODE 122 0 68.32 n524 NODE 0 309.96 -71.24 Node us.90 122 0 61.82 h377HEAD 11.2 316.7 -29.03 Head 122 120 61.82 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 14 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n525 0 313.47 -49.27 Node NODE 122 0 61.82 n526 NODE 0 309.98 -71.25 Node us.90 122 0 55.32 h382 11.2 316.72 -29.03 Head HEAD 122 120 55.32 n527 0 313.49 -49.28 Node NODE 122 0 55.32 h384HEAD 11.2 311.62 -60.03 Head 122 120 121.57 h385 11.2 313.27 -49.7 Head HEAD 122 120 121.57 h387HEAD 11.2 316.77 -29.04 Head 122 120 38.82 n529 0 313.53 -49.28 Node NODE 122 0 38.82 n530 NODE 0 310.02 -71.26 Node us.90 122 0 38.82 h392HEAD 11.2 311.79 -60.06 Head 122 120 44.57 n531 NODE 0 310 -71.25 Node us.90 122 0 44.57 h393 11.2 313.44 -49.73 Head HEAD 122 120 44.57 h395HEAD 11.2 311.79 -60.06 Head 122 120 49.57 n532 NODE 0 310 -71.25 Node us.90 122 0 49.57 h396HEAD 11.2 313.44 -49.73 Head 122 120 49.57 h398HEAD 11.2 311.7 -60.04 Head 122 120 80.57 n533 NODE 0 309.92 -71.23 Node us.90 122 0 80.57 h399HEAD 11.2 313.36 -49.72 Head 122 120 80.57 h401 11.2 311.7 -60.04 Head HEAD 122 120 85.57 n534 NODE 0 309.92 -71.23 Node us.90 122 0 85.57 h402 11.2 313.36 -49.72 Head HEAD 122 120 85.57 h404HEAD 11.2 311.62 -60.03 Head 122 120 116.57 n535 NODE 0 309.83 -71.22 Node us.90 122 0 116.57 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 15 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h405 11.2 313.27 -49.7 Head HEAD 122 120 116.57 n536 NODE 0 315.12 -40.59 Node us.Tee 122 0 53.07 n539 NODE 0 315.12 -40.59 Node us.Tee 122 0 47.07 n540 0 315.12 -40.59 Node NODE 122 0 42.24 h406HEAD 5.6 318.08 -41.09 Head 122 100 47.07 n541 NODE 0 317.72 -25.06 Node us.90 122 0 53.07 n542 NODE 0 317.72 -25.06 Node us.Tee 122 0 47.07 n543 0 317.72 -25.06 Node NODE 122 0 42.24 h407HEAD 5.6 320.68 -25.55 Head 122 100 47.07 n544 NODE 0 316.42 -32.83 Node us.Tee 122 0 53.07 n545 NODE 0 316.42 -32.83 Node us.Tee 122 0 47.07 n546 0 316.42 -32.83 Node NODE 122 0 42.24 h408HEAD 5.6 319.38 -33.32 Head 122 100 47.07 n547 NODE 0 309.81 -71.21 Node us.90 122 0 125.07 n548 NODE 0 314.96 -40.56 Node us.Tee 122 0 125.07 n549 NODE 0 316.26 -32.79 Node us.Tee 122 0 125.07 n550 NODE 0 317.56 -25.02 Node us.90 122 0 125.07 n551 NODE 0 314.96 -40.56 Node us.Tee 122 0 119.07 n552 0 314.96 -40.56 Node NODE 122 0 114.24 h409 5.6 317.91 -41.05 Head HEAD 122 100 119.07 n553 NODE 0 317.56 -25.02 Node us.Tee 122 0 119.07 n554 0 317.56 -25.02 Node NODE 122 0 114.24 h410 5.6 320.52 -25.52 Head HEAD 122 100 119.07 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 16 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n555 NODE 0 316.26 -32.79 Node us.Tee 122 0 119.07 n556 0 316.26 -32.79 Node NODE 122 0 114.24 h411HEAD 5.6 319.22 -33.29 Head 122 100 119.07 n557 NODE 0 309.9 -71.23 Node us.90 122 0 89.07 n558 NODE 0 315.04 -40.57 Node us.Tee 122 0 89.07 n559 NODE 0 316.34 -32.81 Node us.Tee 122 0 89.07 n560 NODE 0 317.64 -25.04 Node us.90 122 0 89.07 n561 NODE 0 315.04 -40.57 Node us.Tee 122 0 83.07 n562 0 315.04 -40.57 Node NODE 122 0 78.24 h412HEAD 5.6 318 -41.07 Head 122 100 83.07 n563 NODE 0 317.64 -25.04 Node us.Tee 122 0 83.07 n564 0 317.64 -25.04 Node NODE 122 0 78.24 h413HEAD 5.6 320.6 -25.54 Head 122 100 83.07 n565 NODE 0 316.34 -32.81 Node us.Tee 122 0 83.07 n566 0 316.34 -32.81 Node NODE 122 0 78.24 h414HEAD 5.6 319.3 -33.3 Head 122 100 83.07 n567 NODE 0 316.75 -15.4 Node us.90 122 0 30.07 n568 NODE 0 316.76 -15.36 Node us.Tee 122 0 32.32 n569 NODE 0 316.78 -15.37 Node us.Tee 122 0 38.82 n570 NODE 0 316.79 -15.37 Node us.Tee 122 0 47.07 n571 NODE 0 316.81 -15.37 Node us.Tee 122 0 53.07 n572 NODE 0 316.81 -15.37 Node us.Tee 122 0 55.32 n573 NODE 0 316.83 -15.37 Node us.Tee 122 0 61.82 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 17 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi 1/2 psi ft sq.ft ft ft n574 NODE 0 316.84 -15.38 Node us.Tee 122 0 68.32 n575 NODE 0 316.85 -15.38 Node us.Tee 122 0 74.82 n576 NODE 0 316.87 -15.38 Node us.Tee 122 0 83.07 n577 NODE 0 316.88 -15.38 Node us.Tee 122 0 89.07 n578 NODE 0 316.89 -15.38 Node us.Tee 122 0 91.32 n579 NODE 0 316.9 -15.39 Node us.Tee 122 0 97.82 n580 NODE 0 316.91 -15.39 Node us.Tee 122 0 104.32 n581 NODE 0 316.93 -15.39 Node us.Tee 122 0 110.82 n582 NODE 0 316.95 -15.39 Node us.Tee 122 0 119.07 n583 NODE 0 316.96 -15.4 Node us.Tee 122 0 125.07 n584 NODE 0 316.96 -15.4 Node us.Tee 122 0 127.32 n585 NODE 0 316.98 -15.4 Node us.Tee 122 0 133.82 n586 NODE 0 316.99 -15.4 Node us.Tee 122 0 140.32 n588 NODE 0 318.12 -15.59 Node us.Tee 122 0 32.32 n589 NODE 0 319.11 -15.75 Node us.90 122 0 32.32 n592 NODE 0 319.1 -15.75 Node us.90 122 0 47.07 n624 NODE 0 319.09 -15.75 Node us.90 122 0 53.07 h417HEAD 11.2 323.76 12.41 Head 122 120 32.32 n626 NODE 0 320.43 -7.78 Node us.90 122 0 32.32 n627 NODE 0 318.12 -15.59 Node us.90 122 0 31.82 n628 NODE 0 318.13 -18.42 Node us.90 122 0 31.82 h418 5.6 318.13 -18.42 Head HEAD 122 100 32.32 n629 NODE 0 317 -15.4 Node us.90 122 0 146.82 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 18 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n630 NODE 0 319.08 -15.75 Node us.90 122 0 146.82 h421 11.2 323.74 12.41 Head HEAD 122 120 146.82 n631 0 320.4 -7.77 Node NODE 122 0 146.82 n632 NODE 0 318.09 -15.58 Node us.Tee 122 0 146.82 n633 NODE 0 318.09 -15.58 Node us.90 122 0 146.32 n634 NODE 0 318.11 -18.42 Node us.90 122 0 146.32 h422HEAD 5.6 318.11 -18.42 Head 122 100 146.82 n635 NODE 0 319.09 -15.75 Node us.90 122 0 140.32 h425 11.2 323.75 12.41 Head HEAD 122 120 140.32 n636 0 320.41 -7.77 Node NODE 122 0 140.32 n637 NODE 0 318.1 -15.59 Node us.Tee 122 0 140.32 n638 NODE 0 318.1 -15.59 Node us.90 122 0 139.82 n639 NODE 0 318.11 -18.42 Node us.90 122 0 139.82 h426 5.6 318.11 -18.42 Head HEAD 122 100 140.32 n640 NODE 0 319.07 -15.75 Node us.90 122 0 133.82 h429HEAD 11.2 323.73 12.41 Head 122 120 133.82 n641 0 320.39 -7.77 Node NODE 122 0 133.82 n642 NODE 0 318.09 -15.58 Node us.Tee 122 0 133.82 n643 NODE 0 318.09 -15.58 Node us.90 122 0 133.32 n644 NODE 0 318.1 -18.42 Node us.90 122 0 133.32 h430 5.6 318.1 -18.42 Head HEAD 122 100 133.82 n645 NODE 0 319.08 -15.75 Node us.90 122 0 127.32 h433HEAD 11.2 323.74 12.41 Head 122 120 127.32 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 19 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n646 0 320.4 -7.77 Node NODE 122 0 127.32 n647 NODE 0 318.09 -15.58 Node us.Tee 122 0 127.32 n648 NODE 0 318.09 -15.58 Node us.90 122 0 126.82 n649 NODE 0 318.11 -18.42 Node us.90 122 0 126.82 h434HEAD 5.6 318.11 -18.42 Head 122 100 127.32 n650 NODE 0 319.09 -15.75 Node us.90 122 0 110.82 h437HEAD 11.2 323.75 12.41 Head 122 120 110.82 n651 0 320.41 -7.77 Node NODE 122 0 110.82 n652 NODE 0 318.1 -15.59 Node us.Tee 122 0 110.82 n653 NODE 0 318.1 -15.59 Node us.90 122 0 110.32 n654 NODE 0 318.11 -18.42 Node us.90 122 0 110.32 h438HEAD 5.6 318.11 -18.42 Head 122 100 110.82 n655 NODE 0 319.09 -15.75 Node us.90 122 0 104.32 h441HEAD 11.2 323.75 12.41 Head 122 120 104.32 n656 0 320.41 -7.77 Node NODE 122 0 104.32 n657 NODE 0 318.11 -15.59 Node us.Tee 122 0 104.32 n658 NODE 0 318.11 -15.59 Node us.90 122 0 103.82 n659 NODE 0 318.12 -18.42 Node us.90 122 0 103.82 h442 5.6 318.12 -18.42 Head HEAD 122 100 104.32 n660 NODE 0 319.08 -15.75 Node us.90 122 0 97.82 h445HEAD 11.2 323.74 12.41 Head 122 120 97.82 n661 0 320.4 -7.77 Node NODE 122 0 97.82 n662 NODE 0 318.09 -15.58 Node us.Tee 122 0 97.82 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 20 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n663 NODE 0 318.09 -15.58 Node us.90 122 0 97.32 n664 NODE 0 318.11 -18.42 Node us.90 122 0 97.32 h446 5.6 318.11 -18.42 Head HEAD 122 100 97.82 n665 NODE 0 319.09 -15.75 Node us.90 122 0 91.32 h449 11.2 323.75 12.41 Head HEAD 122 120 91.32 n666 0 320.41 -7.77 Node NODE 122 0 91.32 n667 NODE 0 318.1 -15.59 Node us.Tee 122 0 91.32 n668 NODE 0 318.1 -15.59 Node us.90 122 0 90.82 n669 NODE 0 318.11 -18.42 Node us.90 122 0 90.82 h450 5.6 318.11 -18.42 Head HEAD 122 100 91.32 n670 NODE 0 319.09 -15.75 Node us.90 122 0 74.82 h453 11.2 323.75 12.41 Head HEAD 122 120 74.82 n671 0 320.41 -7.77 Node NODE 122 0 74.82 n672 NODE 0 318.11 -15.59 Node us.Tee 122 0 74.82 n673 NODE 0 318.11 -15.59 Node us.90 122 0 74.32 n674 NODE 0 318.12 -18.42 Node us.90 122 0 74.32 h454 5.6 318.12 -18.42 Head HEAD 122 100 74.82 n675 NODE 0 319.1 -15.75 Node us.90 122 0 68.32 h457HEAD 11.2 323.76 12.41 Head 122 120 68.32 n676 0 320.42 -7.78 Node NODE 122 0 68.32 n677 NODE 0 318.11 -15.59 Node us.Tee 122 0 68.32 n678 NODE 0 318.11 -15.59 Node us.90 122 0 67.82 n679 NODE 0 318.12 -18.42 Node us.90 122 0 67.82 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 21 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h458HEAD 5.6 318.12 -18.42 Head 122 100 68.32 n680 NODE 0 319.09 -15.75 Node us.90 122 0 61.82 h461HEAD 11.2 323.74 12.41 Head 122 120 61.82 n681 0 320.41 -7.77 Node NODE 122 0 61.82 n682 NODE 0 318.1 -15.59 Node us.Tee 122 0 61.82 n683 NODE 0 318.1 -15.59 Node us.90 122 0 61.32 n684 NODE 0 318.11 -18.42 Node us.90 122 0 61.32 h462HEAD 5.6 318.11 -18.42 Head 122 100 61.82 n685 NODE 0 319.09 -15.75 Node us.90 122 0 55.32 h465HEAD 11.2 323.75 12.41 Head 122 120 55.32 n686 0 320.41 -7.77 Node NODE 122 0 55.32 n687 NODE 0 318.11 -15.59 Node us.Tee 122 0 55.32 n688 NODE 0 318.11 -15.59 Node us.90 122 0 54.82 n689 NODE 0 318.12 -18.42 Node us.90 122 0 54.82 h466HEAD 5.6 318.12 -18.42 Head 122 100 55.32 n690 NODE 0 319.1 -15.75 Node us.90 122 0 38.82 h469HEAD 11.2 323.76 12.41 Head 122 120 38.82 n691 0 320.42 -7.78 Node NODE 122 0 38.82 n692 NODE 0 318.11 -15.59 Node us.Tee 122 0 38.82 n693 NODE 0 318.11 -15.59 Node us.90 122 0 38.32 n694 NODE 0 318.12 -18.42 Node us.90 122 0 38.32 h470HEAD 5.6 318.12 -18.42 Head 122 100 38.82 n695 NODE 0 319.1 -15.75 Node us.90 122 0 46.57 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 22 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n696 NODE 0 319.1 -17.25 Node us.90 122 0 46.57 h471 5.6 319.1 -17.25 Head HEAD 122 100 47.07 n697 NODE 0 319.08 -15.75 Node us.90 122 0 119.07 n698 NODE 0 319.08 -15.75 Node us.90 122 0 118.57 n699 NODE 0 319.09 -17.25 Node us.90 122 0 118.57 h472 5.6 319.09 -17.25 Head HEAD 122 100 119.07 n700 NODE 0 319.09 -15.75 Node us.90 122 0 83.07 n701 NODE 0 319.09 -15.75 Node us.90 122 0 82.57 n702 NODE 0 319.1 -17.25 Node us.90 122 0 82.57 h473 5.6 319.1 -17.25 Head HEAD 122 100 83.07 n703 NODE 0 320.15 -9.38 Node us.Tee 122 0 53.07 n707 NODE 0 320.15 -9.38 Node us.Tee 122 0 47.07 n708 0 320.15 -9.38 Node NODE 122 0 42.24 h474 5.6 323.11 -9.87 Head HEAD 122 100 47.07 n709 NODE 0 324.03 13.88 Node us.90 122 0 53.07 n710 NODE 0 324.03 13.88 Node us.Tee 122 0 47.07 n711 0 324.03 13.88 Node NODE 122 0 42.24 h475 5.6 326.99 13.39 Head HEAD 122 100 47.07 n712 NODE 0 322.74 6.16 Node us.Tee 122 0 53.07 n713 NODE 0 322.74 6.16 Node us.Tee 122 0 47.07 n714 0 322.74 6.16 Node NODE 122 0 42.24 h476 5.6 325.7 5.66 Head HEAD 122 100 47.07 n715 NODE 0 321.45 -1.61 Node us.Tee 122 0 53.07 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 23 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n716 NODE 0 321.45 -1.61 Node us.Tee 122 0 47.07 n717 0 321.45 -1.61 Node NODE 122 0 42.24 h477 5.6 324.4 -2.1 Head HEAD 122 100 47.07 n718 NODE 0 319.08 -15.75 Node us.90 122 0 125.07 n719 NODE 0 320.14 -9.38 Node us.Tee 122 0 125.07 n720 NODE 0 321.43 -1.61 Node us.Tee 122 0 125.07 n721 NODE 0 322.73 6.16 Node us.Tee 122 0 125.07 n722 NODE 0 324.02 13.89 Node us.90 122 0 125.07 n723 NODE 0 320.14 -9.38 Node us.Tee 122 0 119.07 n724 0 320.14 -9.38 Node NODE 122 0 114.24 h478 5.6 323.1 -9.87 Head HEAD 122 100 119.07 n725 NODE 0 324.02 13.89 Node us.Tee 122 0 119.07 n726 0 324.02 13.89 Node NODE 122 0 114.24 h479 5.6 326.98 13.39 Head HEAD 122 100 119.07 n727 NODE 0 322.73 6.16 Node us.Tee 122 0 119.07 n728 0 322.73 6.16 Node NODE 122 0 114.24 h480 5.6 325.69 5.67 Head HEAD 122 100 119.07 n729 NODE 0 321.43 -1.61 Node us.Tee 122 0 119.07 n730 0 321.43 -1.61 Node NODE 122 0 114.24 h481 5.6 324.39 -2.1 Head HEAD 122 100 119.07 n731 NODE 0 319.08 -15.75 Node us.90 122 0 89.07 n732 NODE 0 320.14 -9.38 Node us.Tee 122 0 89.07 n733 NODE 0 321.44 -1.61 Node us.Tee 122 0 89.07 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 24 Job : Bow Lake Transfer Station Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n734 NODE 0 322.73 6.16 Node us.Tee 122 0 89.07 n735 NODE 0 324.02 13.88 Node us.90 122 0 89.07 n736 NODE 0 320.14 -9.38 Node us.Tee 122 0 83.07 n737 0 320.14 -9.38 Node NODE 122 0 78.24 h482HEAD 5.6 323.1 -9.87 Head 122 100 83.07 n738 NODE 0 324.02 13.88 Node us.Tee 122 0 83.07 n739 0 324.02 13.88 Node NODE 122 0 78.24 h483HEAD 5.6 326.98 13.39 Head 122 100 83.07 n740 NODE 0 322.73 6.16 Node us.Tee 122 0 83.07 n741 0 322.73 6.16 Node NODE 122 0 78.24 h484HEAD 5.6 325.69 5.66 Head 122 100 83.07 n742 NODE 0 321.44 -1.61 Node us.Tee 122 0 83.07 n743 0 321.44 -1.61 Node NODE 122 0 78.24 h485 5.6 324.4 -2.1 Head HEAD 122 100 83.07 n744 NODE 0 316.6 -28.5 Node us.90 122 0 146.82 n745 NODE 0 316.6 -28.5 Node us.90 122 0 149.16 n746 NODE 0 309.58 -70.67 Node us.90 122 0 149.16 n747 NODE 0 309.58 -70.67 Node us.90 122 0 148.66 h486HEAD 11.2 278.58 -70.67 Head 122 100 148.66 Hydraulic Calculations / Fluid Delivery Time Analysis File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 25 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b783 Brline n747 h486 40 1.5 31 1(us.90); 4 35 b782 Brline n746 n747 40 1.5 0.5 1(us.90); 4 4.5 b781 Brline n745 n746 10 1.5 42.75 1(us.90); 4.92 47.67 b780 Brline n744 n745 10 1.5 2.33 1(us.90); 4.92 7.25 b779 Brline h327 n744 10 1.5 0.5 0 0.5 fll Fmain n113 n118 10 8 4.5 1(us.90); 22.16 26.66 s83 Sprig n742 h485 40 1 3 1(us.Tee); 5 8 oa90 Oarm n742 n743 40 1 4.83 0 4.83 s82 Sprig n740 h484 40 1 3 1(us.Tee); 5 8 oa89 Oarm n740 n741 40 1 4.83 0 4.83 s81 Sprig n738 h483 40 1 3 1(us.Tee); 5 8 oa88 Oarm n738 n739 40 1 4.83 0 4.83 s80 Sprig n736 h482 40 1 3 1(us.Tee); 5 8 oa87 Oarm n736 n737 40 1 4.83 0 4.83 oa86 Oarm n735 n738 40 1.5 6 1(us.90); 4 10 oa85 Oarm n734 n740 40 1.5 6 1(us.Tee); 8 14 b778 Brline n734 n735 10 2.5 7.83 0 7.83 oa84 Oarm n733 n742 40 1.5 6 1(us.Tee); 8 14 b777 Brline n733 n734 10 2.5 7.88 0 7.88 oa83 Oarm n732 n736 40 1.5 6 1(us.Tee); 8 14 b776 Brline n732 n733 10 2.5 7.87 0 7.87 b775 Brline n731 n732 10 2.5 6.46 1(us.90); 8.24 14.7 s79 Sprig n729 h481 40 1 3 1(us.Tee); 5 8 oa82 Oarm n729 n730 40 1 4.83 0 4.83 s78 Sprig n727 h480 40 1 3 1(us.Tee); 5 8 oa81 Oarm n727 n728 40 1 4.83 0 4.83 s77 Sprig n725 h479 40 1 3 1(us.Tee); 5 8 oa80 Oarm n725 n726 40 1 4.83 0 4.83 s76 Sprig n723 h478 40 1 3 1(us.'Tee); 5 8 oa79 Oarm n723 n724 40 1 4.83 0 4.83 oa78 Oarm n722 n725 40 1.5 6 1(us.90); 4 10 oa77 Oarm n721 n727 40 1.5 6 1(us.Tee); 8 14 b774 Brline n721 n722 10 2.5 7.83 0 7.83 oa76 Oarm n720 n729 40 1.5 6 1(us.Tee); 8 14 b773 Brline n720 n721 10 2.5 7.88 0 7.88 oa75 Oarm n719 n723 40 1.5 6 1(us.Tee); 8 14 b772 Brline n719 n720 10 2.5 7.88 0 7.88 b771 Brline n718 n719 10 2.5 6.46 1(us.90); 8.24 14.7 s75 Sprig n716 h477 40 1 3 1(us.Tee); 5 8 oa74 Oarm n716 n717 40 1 4.83 0 4.83 oa73 Oarm n715 n716 40 1.5 6 1(us.Tee); 8 14 s74 Sprig n713 h476 40 1 3 1(us„Tee); 5 8 oa72 Oarm n713 n714 40 1 4.83 0 4.83 oa71 Oarm n712 n713 40 1.5 6 1(us.Tee); 8 14 Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 26 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft s73 Sprig n710 h475 40 1 3 1(us.Tee); 5 8 oa70 Oarm n710 n711 40 1 4.83 0 4.83 oa69 Oarm n709 n710 40 1.5 6 1(us.90); 4 10 s72 Sprig n707 h474 40 1 3 1(us.Tee); 5 8 oa68 Oarm n707 n708 40 1 4.83 0 4.83 oa67 Oarm n703 n707 40 1.5 6 1(us.Tee); 8 14 b770 Brline n712 n709 10 2.5 7.83 0 7.83 b769 Brline n715 n712 10 2.5 7.87 0 7.87 b768 Brline n703 n715 10 2.5 7.88 0 7.88 b767 Brline n624 n703 10 2.5 6.46 1(us.90); 8.24 14.7 oa66 Oarm n702 h473 40 1 0.5 1(us.90); 2 2.5 oa65 Oarm n701 n702 40 1 1.5 1(us.90); 2 3.5 oa64 Oarm n700 n701 40 1 0.5 1(us.90); 2 2.5 oa63 Oarm n699 h472 40 1 0.5 1(us.90); 2 2.5 oa62 Oarm n698 n699 40 1 1.5 1(us.90); 2 3.5 oa61 Oarm n697 n698 40 1 0.5 1(us.90); 2 2.5 oa60 Oarm n696 h471 40 1 0.5 1(us.90); 2 2.5 oa59 Oarm n695 n696 40 1 1.5 1(us.90); 2 3.5 oa58 Oarm n592 n695 40 1 0.5 1(us.90); 2 2.5 oa57 Oarm n694 h470 40 1 0.5 1(us.90); 2 2.5 oa56 Oarm n693 n694 40 1 2.83 1(us.90); 2 4.83 oa55 Oarm n692 n693 40 1 0.5 1(us.Tee); 5 5.5 b766 Brline n691 h469 10 1.5 20.46 0 20.46 b763 Brline n690 n691 40 1.5 8.08 1(us.90); 4 12.08 oa54 Oarm n689 h466 40 1 0.5 1(us.90); 2 2.5 oa53 Oarm n688 n689 40 1 2.83 1(us.90); 2 4.83 oa52 Oarm n687 n688 40 1 0.5 1(us.Tee); 5 5.5 b762 Brline n686 h465 10 1.5 20.46 0 20.46 b759 Brline n685 n686 40 1.5 8.08 1(us.90); 4 12.08 oa51 Oarm n684 h462 40 1 0.5 1(us.90); 2 2.5 oa50 Oarm n683 n684 40 1 2.83 1(us.90); 2 4.83 oa49 Oarm n682 n683 40 1 0.5 1(us.Tee); 5 5.5 b758 Brline n681 h461 10 1.5 20.46 0 20.46 b755 Brline n680 n681 40 1.5 8.08 1(us.90); 4 12.08 oa48 Oarm n679 h458 40 1 0.5 1(us.90); 2 2.5 oa47 Oarm n678 n679 40 1 2.83 1(us.90); 2 4.83 oa46 Oarm n677 n678 40 1 0.5 1(us.Tee); 5 5.5 b754 Brline n676 h457 10 1.5 20.46 0 20.46 b751 Brline n675 n676 40 1.5 8.08 1(us.90); 4 12.08 oa45 Oarm n674 h454 40 1 0.5 1(us.90); 2 2.5 oa44 Oarm n673 n674 40 1 2.83 1(us.90); 2 4.83 oa43 Oarm n672 n673 40 1 0.5 1(us.Tee); 5 5.5 b750 Brline n671 h453 10 1.5 20.46 0 20.46 b747 Brline n670 n671 40 1.5 8.08 1(us.90); 4 12.08 Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 27 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft oa42 Oarm n669 h450 40 1 0.5 1(us.90); 2 2.5 oa41 Oarm n668 n669 40 1 2.83 1(us.90); 2 4.83 oa40 Oarm n667 n668 40 1 0.5 1(us.Tee); 5 5.5 b746 Brline n666 h449 10 1.5 20.46 0 20.46 b743 Brline n665 n666 40 1.5 8.08 1(us.90); 4 12.08 oa39 Oarm n664 h446 40 1 0.5 1(us.90); 2 2.5 oa38 Oarm n663 n664 40 1 2.83 1(us.90); 2 4.83 oa37 Oarm n662 n663 40 1 0.5 1(us.Tee); 5 5.5 b742 Brline n661 h445 10 1.5 20.46 0 20.46 b739 Brline n660 n661 40 1.5 8.08 1(us.90); 4 12.08 oa36 Oarm n659 h442 40 1 0.5 1(us.90); 2 2.5 oa35 Oarm n658 n659 40 1 2.83 1(us.90); 2 4.83 oa34 Oarm n657 n658 40 1 0.5 1(us.Tee); 5 5.5 b738 Brline n656 h441 10 1.5 20.46 0 20.46 b735 Brline n655 n656 40 1.5 8.08 1(us.90); 4 12.08 oa33 Oarm n654 h438 40 1 0.5 1(us.90); 2 2.5 oa32 Oarm n653 n654 40 1 2.83 1(us.90); 2 4.83 oa31 Oarm n652 n653 40 1 0.5 1(us.Tee); 5 5.5 b734 Brline n651 h437 10 1.5 20.46 0 20.46 b731 Brline n650 n651 40 1.5 8.08 1(us.90); 4 12.08 oa30 Oarm n649 h434 40 1 0.5 1(us.90); 2 2.5 oa29 Oarm n648 n649 40 1 2.83 1(us.90); 2 4.83 oa28 Oarm n647 n648 40 1 0.5 1(us.Tee); 5 5.5 b730 Brline n646 h433 10 1.5 20.46 0 20.46 b727 Brline n645 n646 40 1.5 8.08 1(us.90); 4 12.08 oa27 Oarm n644 h430 40 1 0.5 1(us.90); 2 2.5 oa26 Oarm n643 n644 40 1 2.83 1(us.90); 2 4.83 oa25 Oarm n642 n643 40 1 0.5 1(us.Tee); 5 5.5 b726 Brline n641 h429 10 1.5 20.46 0 20.46 b723 Brline n640 n641 40 1.5 8.08 1(us.90); 4 12.08 oa24 Oarm n639 h426 40 1 0.5 1(us.90); 2 2.5 oa23 Oarm n638 n639 40 1 2.83 1(us.90); 2 4.83 oa22 Oarm n637 n638 40 1 0.5 1(us.Tee); 5 5.5 b722 Brline n636 h425 10 1.5 20.46 0 20.46 b719 Brline n635 n636 40 1.5 8.08 1(us.90); 4 12.08 oa21 Oarm n634 h422 40 1 0.5 1(us.90); 2 2.5 oa20 Oarm n633 n634 40 1 2.83 1(us.90); 2 4.83 oal9 Oarm n632 n633 40 1 0.5 1(us.Tee); 5 5.5 b718 Brline n631 h421 10 1.5 20.46 0 20.46 b715 Brline n630 n631 40 1.5 8.08 1(us.90); 4 12.08 oa18 Oarm n628 h418 40 1 0.5 1(us.90); 2 2.5 oal7 Oarm n627 n628 40 1 2.83 1(us.90); 2 4.83 oal6 Oarm n588 n627 40 1 0.5 1(us.Tee); 5 5.5 b714 Brline n626 h417 10 1.5 20.46 0 20.46 Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 28 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b710 Brline n589 n626 40 1.5 8.08 1(us.90); 4 12.08 b707 Brline n577 n731 10 2.5 2.23 1(us.Tee); 16.47 18.7 b706 Brline n571 n624 10 2.5 2.31 1(us.Tee); 16.47 18.79 b705 Brline n632 n630 40 1.5 1 0 1 b704 Brline n629 n632 40 2 1.1 1(us.90); 5 6.1 b703 Brline n637 n635 40 1.5 1 0 1 b702 Brline n586 n637 40 2 1.13 1(us.Tee); 10 11.12 b701 Brline n642 n640 40 1.5 1 0 1 b700 Brline n585 n642 40 2 1.13 1(us.Tee); 10 11.12 b699 Brline n647 n645 40 1.5 1 0 1 b698 Brline n584 n647 40 2 1.15 1(us.Tee); 10 11.15 b697 Brline n583 n718 10 2.5 2.15 1(us.Tee); 16.47 18.62 b696 Brline n582 n697 40 1 2.17 1(us.Tee); 5 7.17 b695 Brline n652 n650 40 1.5 1 0 1 b694 Brline n581 n652 40 2 1.19 1(us.Tee); 10 11.19 b693 Brline n657 n655 40 1.5 1 0 1 b692 Brline n580 n657 40 2 1.21 1(us.Tee); 10 11.21 b691 Brline n662 n660 40 1.5 1 0 1 b690 Brline n579 n662 40 2 1.21 1(us.Tee); 10 11.21 b689 Brline n667 n665 40 1.5 1 0 1 b688 Brline n578 n667 40 2 1.23 1(us.Tee); 10 11.23 b685 Brline n576 n700 40 1 2.25 1(us.Tee); 5 7.25 b684 Brline n672 n670 40 1.5 1 0 1 b683 Brline n575 n672 40 2 1.27 1(us.Tee); 10 11.27 b682 Brline n677 n675 40 1.5 1 0 1 b681 Brline n574 n677 40 2 1.29 1(us.Tee); 10 11.29 b680 Brline n682 n680 40 1.5 1 0 1 b679 Brline n573 n682 40 2 1.29 1(us.Tee); 10 11.29 b678 Brline n687 n685 40 1.5 1 0 1 b677 Brline n572 n687 40 2 1.31 1(us.Tee); 10 11.31 b674 Brline n570 n592 40 1 2.33 1(us.Tee); 5 7.33 b673 Brline n692 n690 40 1.5 1 0 1 b672 Brline n569 n692 40 2 1.35 1(us.Tee); 10 11.35 b671 Brline n588 n589 40 1.5 1 0 1 b670 Brline n568 n588 40 2 1.38 0 1.38 m115 Cmain n586 n629 10 6 6.5 0 6.5 m114 Cmain n585 n586 10 6 6.5 0 6.5 m113 Cmain n584 n585 10 6 6.5 0 6.5 m112 Cmain n583 n584 10 6 2.25 0 2.25 m111 Cmain n582 n583 10 6 6 0 6 m110 Cmain n581 n582 10 6 8.25 0 8.25 m109 Cmain n580 n581 10 6 6.5 0 6.5 m108 Cmain n579 n580 10 6 6.5 0 6.5 m107 Cmain n578 n579 10 6 6.5 0 6.5 Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 29 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft m106 Cmain n577 n578 10 6 2.25 0 2.25 m105 Cmain n576 n577 10 6 6 0 6 m104 Cmain n575 n576 10 6 8.25 0 8.25 m103 Cmain n574 n575 10 6 6.5 0 6.5 m102 Cmain n573 n574 10 6 6.5 0 6.5 m101 Cmain n572 n573 10 6 6.5 0 6.5 m100 Cmain n571 n572 10 6 2.25 0 2.25 m99 Cmain n570 n571 10 6 6 0 6 m98 Cmain n569 n570 10 6 8.25 0 8.25 m97 Cmain n568 n569 10 6 6.5 0 6.5 m96 Cmain n567 n568 10 6 2.25 1(us.90); 17.6 19.85 m95 Cmain n454 n567 10 6 11 1(us.Tee); 37.72 48.72 s71 Sprig n565 h414 40 1 3 1(us.Tee); 5 8 b669 Brline n565 n566 40 1 4.83 0 4.83 s70 Sprig n563 h413 40 1 3 1(us.Tee); 5 8 b668 Brline n563 n564 40 1 4.83 0 4.83 s69 Sprig n561 h412 40 1 3 1(us.Tee); 5 8 b667 Brline n561 n562 40 1 4.83 0 4.83 b666 Brline n560 n563 40 1.5 6 1(us.90); 4 10 b665 Brline n559 n565 40 1.5 6 1(us.Tee); 8 14 b664 Brline n559 n560 10 2.5 7.88 0 7.88 b663 Brline n558 n561 40 1.5 6 1(us.Tee); 8 14 b662 Brline n558 n559 10 2.5 7.87 0 7.87 b661 Brline n557 n558 10 2.5 31.08 1(us.90); 8.24 39.32 s68 Sprig n555 h411 40 1 3 1(us.Tee); 5 8 b660 Brline n555 n556 40 1 4.83 0 4.83 s67 Sprig n553 h410 40 1 3 1(us.Tee); 5 8 b659 Brline n553 n554 40 1 4.83 0 4.83 s66 Sprig n551 h409 40 1 3 1(us.Tee); 5 8 b658 Brline n551 n552 40 1 4.83 0 4.83 b657 Brline n550 n553 40 1.5 6 1(us.90); 4 10 b656 Brline n549 n555 40 1.5 6 1(us.Tee); 8 14 b655 Brline n549 n550 10 2.5 7.88 0 7.88 b654 Brline n548 n551 40 1.5 6 1(us.Tee); 8 14 b653 Brline n548 n549 10 2.5 7.88 0 7.88 b652 Brline n547 n548 10 2.5 31.08 1(us.90); 8.24 39.32 s65 Sprig n545 h408 40 1 3 1(us.Tee); 5 8 b651 Brline n545 n546 40 1 4.83 0 4.83 b650 Brline n544 n545 40 1.5 6 1(us.Tee); 8 14 s64 Sprig n542 h407 40 1 3 1(us.Tee); 5 8 b649 Brline n542 n543 40 1 4.83 0 4.83 b648 Brline n541 n542 40 1.5 6 1(us.90); 4 10 s63 Sprig n539 h406 40 1 3 1(us.Tee); 5 8 b647 Brline n539 n540 40 1 4.83 0 4.83 Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 30 / '. Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b646 Brline n536 n539 40 1.5 6 1(us.Tee); 8 14 b645 Brline n544 n541 10 2.5 7.88 0 7.88 b644 Brline n536 n544 10 2.5 7.87 0 7.87 b643 Brline n498 n536 10 2.5 31.08 1(us.90); 8.24 39.32 b642 Brline h404 h405 40 1.25 10.46 0 10.46 b641 Brline n535 h404 40 1.5 11.33 1(us.90); 4 15.33 b639 Brline h401 h402 40 1.25 10.46 0 10.46 b638 Brline n534 h401 40 1.5 11.33 1(us.90); 4 15.33 b636 Brline h398 h399 40 1.25 10.46 0 10.46 b635 Brline n533 h398 40 1.5 11.33 1(us.90); 4 15.33 b633 Brline h395 h396 40 1.25 10.46 0 10.46 b632 Brline n532 h395 40 1.5 11.33 1(us.90); 4 15.33 b630 Brline h392 h393 40 1.25 10.46 0 10.46 b629 Brline n531 h392 40 1.5 11.33 1(us.90); 4 15.33 b626 Brline n530 n529 10 2 22.25 1(us.90); 6.15 28.4 b624 Brline n529 h387 10 1.5 20.5 0 20.5 b621 Brline h384 h385 40 1.25 10.46 0 10.46 b620 Brline n485 h384 40 1.5 11.33 1(us.90); 4 15.33 b618 Brline n527 h382 10 1.5 20.5 0 20.5 b614 Brline n526 n527 10 2 22.25 1(us.90); 6.15 28.4 b612 Brline n525 h377 10 1.5 20.5 0 20.5 b608 Brline n524 n525 10 2 22.25 1(us.90); 6.15 28.4 b606 Brline n523 h372 10 1.5 20.5 0 20.5 b602 Brline n522 n523 10 2 22.25 1(us.90); 6.15 28.4 b600 Brline n521 h367 10 1.5 20.5 0 20.5 b596 Brline n520 n521 10 2 22.25 1(us.90); 6.15 28.4 b594 Brline n519 h362 10 1.5 20.5 0 20.5 b590 Brline n518 n519 10 2 22.25 1(us.90); 6.15 28.4 b588 Brline n517 h357 10 1.5 20.5 0 20.5 b584 Brline n516 n517 10 2 22.25 1(us.90); 6.15 28.4 b582 Brline n515 h352 10 1.5 20.5 0 20.5 b578 Brline n514 n515 10 2 22.25 1(us.90); 6.15 28.4 b576 Brline n513 h347 10 1.5 20.5 0 20.5 b572 Brline n512 n513 10 2 22.25 1(us.90); 6.15 28.4 b570 Brline n511 h342 10 1.5 20.5 0 20.5 b566 Brline n510 n511 10 2 22.25 1(us.90); 6.15 28.4 b564 Brline n509 h337 10 1.5 20.5 0 20.5 b560 Brline n508 n509 10 2 22.25 1(us.90); 6.15 28.4 b558 Brline n507 h331 10 1.5 10.04 0 10.04 b557 Brline h331 h332 10 1.5 10.46 0 10.46 b554 Brline n506 n507 10 2 22.25 1(us.90); 6.15 28.4 b552 Brline n505 h327 10 1.5 20.5 0 20.5 b548 Brline n504 n505 10 2 22.25 1(us.90); 6.15 28.4 b546 Brline n503 h322 10 1.5 20.5 0 20.5 Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 31 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b538 Brline n502 n503 10 2 22.25 1(us.90); 6.15 28.4 b533 Brline n456 n502 10 2 4.25 1(us.Tee); 12.31 16.56 b532 Brline n457 n530 10 2 4.23 1(us.Tee); 12.31 16.54 b531 Brline n458 n531 40 1.5 4.21 1(us.Tee); 8 12.21 b530 Brline n459 n532 40 1.5 4.21 1(us.Tee); 8 12.21 b529 Brline n460 n498 10 2.5 4.19 1(us.Tee); 16.47 20.66 b528 Brline n461 n526 10 2 4.19 1(us.Tee); 12.31 16.49 b527 Brline n462 n524 10 2 4.17 1(us.Tee); 12.31 16.47 b526 Brline n463 n522 10 2 4.17 1(us.Tee); 12.31 16.47 b525 Brline n464 n520 10 2 4.15 1(us.Tee); 12.31 16.45 b524 Brline n465 n533 40 1.5 4.12 1(us.Tee); 8 12.12 b523 Brline n466 n534 40 1.5 4.12 1(us.Tee); 8 12.12 b522 Brline n467 n557 10 2.5 4.1 1(us.Tee); 16.47 20.58 b521 Brline n468 n518 10 2 4.1 1(us.Tee); 12.31 16.41 b520 Brline n469 n516 10 2 4.08 1(us.Tee); 12.31 16.39 b519 Brline n470 n514 10 2 4.08 1(us.Tee); 12.31 16.39 b518 Brline n471 n512 10 2 4.06 1(us.Tee); 12.31 16.37 b517 Brline n472 n535 40 1.5 4.04 1(us.Tee); 8 12.04 b516 Brline n473 n485 40 1.5 4.04 1(us.Tee); 8 12.04 b515 Brline n474 n547 10 2.5 4.02 1(us.Tee); 16.47 20.49 b514 Brline n475 n510 10 2 4.02 1(us.Tee); 12.31 16.33 b513 Brline n476 n508 10 2 4 1(us.Tee); 12.31 16.31 b512 Brline n477 n506 10 2 4 1(us.Tee); 12.31 16.31 b511 Brline n478 n504 10 2 3.98 1(us.Tee); 12.31 16.29 m94 Cmain n478 n479 10 6 0.5 0 0.5 m93 Cmain n477 n478 10 6 6.5 0 6.5 m92 Cmain n476 n477 10 6 6.5 0 6.5 m91 Cmain n475 n476 10 6 6.5 0 6.5 m90 Cmain n474 n475 10 6 2.25 0 2.25 m89 Cmain n473 n474 10 6 3.5 0 3.5 m88 Cmain n472 n473 10 6 5 0 5 m87 Cmain n471 n472 10 6 5.75 0 5.75 m86 Cmain n470 n471 10 6 6.5 0 6.5 m85 Cmain n469 n470 10 6 6.5 0 6.5 m84 Cmain n468 n469 10 6 6.5 0 6.5 m83 Cmain n467 n468 10 6 2.25 0 2.25 m82 Cmain n466 n467 10 6 3.5 0 3.5 m81 Cmain n465 n466 10 6 5 0 5 m80 Cmain n464 n465 10 6 5.75 0 5.75 m79 Cmain n463 n464 10 6 6.5 0 6.5 m78 Cmain n462 n463 10 6 6.5 0 6.5 m77 Cmain n461 n462 10 6 6.5 0 6.5 m76 Cmain n460 n461 10 6 2.25 0 2.25 m75 Cmain n459 n460 10 6 3.5 0 3.5 Date 2/16/2011 File: Zone 6.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 32 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft, ft m74 Cmain n458 n459 10 6 5 0 5 m73 Cmain n457 n458 10 6 5.75 0 5.75 m72 Cmain n456 n457 10 6 6.5 0 6.5 m71 Cmain n455 n456 10 6 2.25 1(us.90); 17.6 19.85 fd60 FeedMain n454 n455 10 6 55 0 55 fd59 FeedMain n453 n454 10 6 96.92 1(us.90); 17.6 114.52 fd58 FeedMain n452 n453 10 6 1.67 1(us.90); 17.6 19.27 fd57 FeedMain n451 n452 10 6 65.17 1(us.90); 17.6 82.77 fd56 FeedMain n119 n451 10 6 1.17 1(us.90); 17.6 18.77 fd23 FeedMain n114 n119 10 6 22.63 0 22.63 f10 Fmain n118 n117 10 6 0.67 1(us.90); 17.6 18.27 v5 Valve n117 n116 TFP1550 CV -1 8 0.5 0 0.5 f9 Fmain n116 n115 10 6 0.42 0 0.42 DP1 DPV n115 n114 DPV-1 6 1.33 0 1.33 U14 Undergrnd srcl n103 DI350 10 1 0 1 v3 Valve n103 n102 TFP1550 CV -1 10 1 0 1 U13 Undergrnd n102 n101 DI350 10 73 0 73 U12 Undergrnd n101 n100 DI350 10 5 1(us.90); 38.13 43.13 Ulf Undergrnd n100 n99 DI350 10 4.67 1(us.90); 38.13 42.8 BF1 BFP n99 n98 AMES 400 10 5.33 0 5.33 U10 Undergrnd n98 n97 DI350 10 5 0 5 U9 Undergrnd n97 n96 DI350 10 2 1(us.90); 38.13 40.13 v2 Valve n96 n95 TFP1550 CV -1 10 1 0 1 U8 Undergrnd n95 n94 DI350 10 11 0 11 U7 Undergrnd n94 n93 DI350 10 3 1(us.90); 38.13 41.13 U6 Undergrnd n93 n92 DI350 10 17 1(us.90); 38.13 55.13 U5 Undergrnd n92 n91 DI350 10 258 1(us.90); 38.13 296.13 U4 Undergrnd n91 n90 DI350 10 29 1(us.90); 38.13 67.13 U3 Undergrnd n90 n89 DI350 10 15 1(us.90); 38.13 53.13 U2 Undergrnd n89 n88 DI350 10 5.67 1(us.90); 38.13 43.8 U1 Undergrnd n88 n87 10 10 0.5 0 0.5 f5 Fmain n87 n113 10 8 1.5 0 1.5 File: Zone 6.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 33 / FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Bow Lake Transfer Station Contract No. : 11-1785 City: Tukwila, WA 98424 Project Location: 18800 Orillia Road South Date: 2/2/2011 Contractor Information Name of Contractor: Patriot Fire Protection Address: 2707 70th Ave E. Phone Number: 253-926-2290 Name of Designer: Dave Hankins Authority Having Jurisdiction: City of Tukwila FM City: Tacoma, WA 98424 E-mail: daveh@patriotfire.com Water Supply Information Date: 2/2/11 Location: ex. city main Source: source Notes File: Zone 7.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 1 00 Tu _a D C13ea J J N U) 'O O o Job : Bow Lake Transfer Station • Date 2/16/2011, Job : Bow Lake Transfer Station Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 4 Open Heads System Summary System Volume (gal): Fluid: Gas: Differential Trip Ratio: Accelerator: Trip Time: Water Delivery Time: Operating Time: Required Water Delivery Time: Safety Factor: 1208.1 Water @ 60F (15.6C) Air @ 40°F and 40psi 0 (Deluge valve) Differential Presure: Opsi Time Delay: 4s 4.01s 28.02s @ h319 28.056s @ h319 45s 37.7% Flow Pressure 0 122 1376 112 Head# K -Factor Orifice Minimum Transit Time Water Operating Delivery Pressure Time Oper. Time SHALL NOT exceed 45s Open Time (gpm/psi1/2) (in) h210 h211 h318 h319 11.2 0.64 11.2 0.64 11.2 0.64 11.2 0.64 (psi) 10.3 10.3 10.3 10.3 (s) 15.88 15.06 16.32 24.01 (s) 19.89 19.07 20.33 28.02 (s) 19.926 19.926 20.832 28.056 (s) 0 0 0 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 3 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n80 0 281.08 130.79 Node NODE 0 0 78.72 n81 NODE 0 279.75 130.79 Node us.90 0 0 78.72 n82 NODE 0 279.33 130.79 Node us.90 0 0 78.72 n83 0 278.83 130.79 Node NODE 0 0 78.72 n87 0 276.67 131.85 Node NODE 0 0 79.78 n88 NODE 0 276.17 131.85 Node us.90 0 0 79.78 n89 NODE 0 270.5 131.85 Node us.90 0 0 79.78 n90 NODE 0 270.5 142.46 Node us.90 0 0 69.18 n91 NODE 0 270.5 162.96 Node us.90 0 0 89.68 n92 NODE 0 270.5 162.96 Node us.90 0 0 347.68 n93 NODE 0 270.5 145.96 Node us.90 0 0 347.68 n94 NODE 0 270.5 145.96 Node us.90 0 0 350.68 n95 NODE 0 270.5 156.59 Node us.90 0 0 353.53 n96 NODE 0 270.5 157.56 Node us.90 0 0 353.79 n97 NODE 0 270.5 159.49 Node us.90 0 0 354.31 n98 NODE 0 270.5 158.19 Node us.90 0 0 359.14 n99 NODE 0 270.5 156.81 Node us.90 0 0 364.29 n100 NODE 0 270.5 155.61 Node us.90 0 0 368.79 n101 NODE 0 270.5 158.11 Node us.90 0 0 373.12 n102 NODE 0 270.5 228.62 Node us.90 0 0 392.02 n103 NODE 0 270.5 229.58 Node us.90 0 0 392.28 srcl 0 270.5 230.55 Supply SUPPLY 0 0 392.54 n112 NODE 0 278.17 130.79 Node us.90 0 0 78.72 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 4 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n113 NODE 0 278.17 131.85 Node us.90 0 0 79.78 n120 NODE 0 300.04 130.79 Node us.Tee 0 0 78.72 n121 NODE 0 301.83 130.79 Node us.90 0 0 78.72 n122 NODE 0 301.83 130.03 Node us.90 0 0 79.49 n123 NODE 0 292.75 130.79 Node us.Tee 0 0 78.72 n124 NODE 0 292.75 129.26 Node us.Tee 0 0 80.25 n126 0 292.75 147.11 Node NODE 0 0 98.11 n127 NODE 0 292.75 128.26 Node us.Tee 0 0 79.25 n128 0 292.75 120.72 Node NODE 0 0 71.71 h96 5.6 289.08 128.26 Head HEAD 0 100 79.25 n129 NODE 0 307.56 95.19 Node us.Tee 0 0 44.26 n130 NODE 0 309.74 81.92 Node us.90 0 0 30.84 n132 NODE 0 300.05 131.94 Node us.Tee 0 0 79.87 n135 NODE 0 300.1 144.82 Node us.Tee 0 0 92.75 n136 NODE 0 300.13 149.53 Node us.90 0 0 97.46 h97 5.6 303.1 144.81 Head HEAD 0 100 92.74 n138 NODE 0 300.14 149.51 Node us.Tee 0 0 104.29 n139 NODE 0 300.16 149.51 Node us.Tee 0 0 110.79 n140 NODE 0 300.17 149.51 Node us.Tee 0 0 116.54 n141 NODE 0 300.18 149.51 Node us.Tee 0 0 121.54 n142 NODE 0 300.19 149.52 Node us.Tee 0 0 125.04 n143 NODE 0 300.19 149.52 Node us.Tee 0 0 127.29 n144 NODE 0 300.21 149.52 Node us.Tee 0 0 133.79 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 5 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n145 NODE 0 300.22 149.52 Node us.Tee 0 0 140.29 n146 NODE 0 300.24 149.52 Node us.Tee 0 0 146.79 n147 NODE 0 300.25 149.53 Node us.Tee 0 0 152.54 n148 NODE 0 300.26 149.53 Node us.Tee 0 0 157.54 n149 NODE 0 300.27 149.53 Node us.Tee 0 0 161.04 n150 NODE 0 300.28 149.53 Node us.Tee 0 0 163.29 n152 0 300.29 149.53 Node NODE 0 0 170.29 h98HEAD 11.2 310.33 103.74 Head 0 107.33 61.52 n154 NODE 0 300.29 149.53 Node us.Tee 0 0 169.79 n163 NODE 0 302.59 149.91 Node us.90 0 0 125.04 n164 NODE 0 302.61 149.91 Node us.90 0 0 121.54 n165 NODE 0 302.6 149.91 Node us.90 0 0 116.54 n166 NODE 0 302.6 149.91 Node us.90 0 0 110.79 n168 NODE 0 302.6 149.91 Node us.90 0 0 98.38 h103HEAD 11.2 310.21 103.62 Head 0 107.33 110.79 h108HEAD 11.2 310.21 103.62 Head 0 107.33 163.29 h110HEAD 11.2 302.8 148.68 Head 0 107.33 116.54 hillHEAD 11.2 306.12 128.49 Head 0 107.33 116.54 h 112HEAD 11.2 304.46 138.56 Head 0 107.33 116.54 h113HEAD 11.2 310.2 103.61 Head 0 107.33 169.79 n171 NODE 0 302.59 149.91 Node us.90 0 0 169.79 h118HEAD 11.2 310.22 103.62 Head 0 107.33 140.29 n172 NODE 0 302.61 149.91 Node us.90 0 0 140.29 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 6 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis/z psi ft sq.ft ft ft h123HEAD 11.2 310.21 103.62 Head 0 107.33 146.79 n173 NODE 0 302.6 149.91 Node us.90 0 0 146.79 h128HEAD 11.2 310.21 103.62 Head 0 107.33 127.29 n174 NODE 0 302.6 149.91 Node us.90 0 0 127.29 h133 11.2 310.2 103.61 Head HEAD 0 107.33 133.79 n175 NODE 0 302.59 149.91 Node us.90 0 0 133.79 n176 NODE 0 300.13 149.51 Node us.Tee 0 0 98.38 n177 NODE 0 302.6 149.91 Node us.90 0 0 97.84 h138HEAD 11.2 310.22 103.62 Head 0 107.33 104.29 n178 NODE 0 302.61 149.91 Node us.90 0 0 104.29 n179 NODE 0 302.6 149.91 Node us.90 0 0 163.29 h 146HEAD 11.2 302.81 148.68 Head 0 107.33 121.54 h147HEAD 11.2 304.47 138.56 Head 0 107.33 121.54 h148 11.2 306.13 128.49 Head HEAD 0 107.33 121.54 h 149HEAD 11.2 302.8 148.68 Head 0 107.33 152.54 n181 NODE 0 302.6 149.91 Node us.90 0 0 152.54 h150 11.2 304.46 138.56 Head HEAD 0 107.33 152.54 h 151HEAD 11.2 306.11 128.49 Head 0 107.33 152.54 h152 11.2 302.81 148.68 Head HEAD 0 107.33 157.54 n182 NODE 0 302.61 149.91 Node us.90 0 0 157.54 h 153HEAD 11.2 304.47 138.56 Head 0 107.33 157.54 h154 11.2 306.13 128.49 Head HEAD 0 107.33 157.54 n183 NODE 0 307.66 119.07 Node us.Tee 0 0 125.04 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 7 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psis psi ft sq.ft ft ft n187 NODE 0 307.71 119.07 Node us.Tee 0 0 119.04 n186 0 307.74 119.07 Node NODE 0 0 114.21 h156 5.6 310.71 119.07 Head HEAD 0 100 119.07 n188 NODE 0 310.57 101.39 Node us.90 0 0 125.04 n189 NODE 0 310.61 101.39 Node us.Tee 0 0 119.04 n190 0 310.65 101.39 Node NODE 0 0 114.21 h157 5.6 313.61 101.39 Head HEAD 0 100 119.07 n191 NODE 0 309.11 110.23 Node us.Tee 0 0 125.04 n192 NODE 0 309.16 110.23 Node us.Tee 0 0 119.04 n193 0 309.2 110.23 Node NODE 0 0 114.21 h158 5.6 312.16 110.23 Head HEAD 0 100 119.07 n194 NODE 0 302.59 149.91 Node us.90 0 0 161.04 n195 NODE 0 307.66 119.07 Node us.Tee 0 0 161.04 n196 NODE 0 309.11 110.23 Node us.Tee 0 0 161.04 n197 NODE 0 310.57 101.39 Node us.90 0 0 161.04 n198 NODE 0 307.71 119.07 Node us.Tee 0 0 155.04 n199 0 307.74 119.07 Node NODE 0 0 150.21 h159 5.6 310.71 119.07 Head HEAD 0 100 155.07 n200 NODE 0 310.61 101.39 Node us.Tee 0 0 155.04 n201 0 310.65 101.39 Node NODE 0 0 150.21 h160HEAD 5.6 313.61 101.39 Head 0 100 155.07 n202 NODE 0 309.16 110.23 Node us.Tee 0 0 155.04 n203 0 309.2 110.23 Node NODE 0 0 150.21 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 8 Job : Bow Lake Transfer Station Node#;Hgroup Type Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h161HEAD 5.6 312.16 110.23 Head 0 100 155.07 h162 11.2 310.2 103.62 Head HEAD 0 107.33 97.84 h167HEAD 11.2 310.2 103.62 Head 0 107.33 91.34 n207 NODE 0 300.1 142.69 Node us.Tee 0 0 90.63 n211 NODE 0 303.77 142.76 Node us.90 0 0 91.34 n212 NODE 0 303.77 142.76 Node us.90 0 0 90.79 h171HEAD 11.2 310.2 103.62 Head 0 107.33 85.42 n215 NODE 0 305.56 131.94 Node us.90 0 0 79.88 n216 NODE 0 304.55 131.94 Node us.90 0 0 79.87 n217 NODE 0 305.87 129.97 Node us.90 0 0 80.42 n218 NODE 0 305.56 131.94 Node us.90 0 0 80.42 n219 NODE 0 304.73 136.94 Node us.90 0 0 85.42 n220 NODE 0 304.73 136.94 Node us.90 0 0 84.88 n221 NODE 0 300.07 136.95 Node us.Tee 0 0 84.88 n222 NODE 0 304.57 136.95 Node us.90 0 0 84.88 n225 NODE 0 304.83 111.76 Node us.Tee 0 0 61.02 n226 NODE 0 306.03 104.52 Node us.Tee 0 0 53.69 n227 NODE 0 306.85 99.53 Node us.Tee 0 0 48.64 n229 NODE 0 309.24 84.96 Node us.Tee 0 0 33.91 h174HEAD 5.6 306.75 125.64 Head 0 100 75.6 h175HEAD 11.2 310.2 103.62 Head 0 107.33 80.42 n235 NODE 0 302.55 125.69 Node us.Tee 0 0 75.1 n236 NODE 0 306.78 125.67 Node us.Tee 0 0 75.1 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 9 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h178 11.2 310.34 103.77 Head HEAD 0 107.33 74.6 h180 11.2 308.17 117.01 Head HEAD 0 107.33 74.6 n238 NODE 0 306.75 125.64 Node us.90 0 0 74.6 n239 NODE 0 309.04 111.56 Node us.90 0 0 61.02 h181 11.2 310.04 103.7 Head HEAD 0 107.33 68.05 n241 NODE 0 309.04 111.56 Node us.90 0 0 61.52 n242 NODE 0 309.23 110.4 Node us.90 0 0 61.52 n243 NODE 0 303.77 118.22 Node us.Tee 0 0 67.55 n244 NODE 0 307.67 118.09 Node us.90 0 0 67.55 n245 NODE 0 307.67 118.09 Node us.90 0 0 68.05 h183HEAD 11.2 307.86 116.94 Head 0 107.33 68.05 n246 NODE 0 311.47 104.85 Node us.90 0 0 53.69 h184 5.6 311.55 103.62 Head HEAD 0 100 54.93 h185 5.6 311.96 100.02 Head HEAD 0 100 48.83 n247 NODE 0 309.67 95.19 Node us.Tee 0 0 45.26 n248 NODE 0 309.68 95.19 Node us.Tee 0 0 49.01 n249 NODE 0 309.69 95.19 Node us.Tee 0 0 52.51 n250 NODE 0 309.7 95.19 Node us.Tee 0 0 54.76 n251 NODE 0 309.71 95.19 Node us.Tee 0 0 61.26 n252 NODE 0 309.73 95.19 Node us.Tee 0 0 67.76 n253 NODE 0 309.74 95.19 Node us.Tee 0 0 74.26 n254 NODE 0 309.78 95.19 Node us.Tee 0 0 88.51 n255 NODE 0 309.78 95.19 Node us.Tee 0 0 90.76 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 10 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi'/2 psi ft sq.ft ft ft n256 NODE 0 309.8 95.19 Node us.Tee 0 0 97.26 n257 NODE 0 309.81 95.19 Node us.Tee 0 0 103.76 n258 NODE 0 309.83 95.19 Node us.Tee 0 0 110.26 n259 NODE 0 309.86 95.19 Node us.Tee 0 0 124.51 n260 NODE 0 309.86 95.19 Node us.Tee 0 0 126.76 n261 NODE 0 309.88 95.19 Node us.Tee 0 0 133.26 n262 NODE 0 309.89 95.19 Node us.Tee 0 0 139.76 n263 NODE 0 309.91 95.19 Node us.Tee 0 0 146.26 n264 NODE 0 309.94 95.19 Node us.Tee 0 0 160.51 n265 NODE 0 309.95 95.19 Node us.Tee 0 0 162.76 n266 NODE 0 309.96 95.19 Node us.Tee 0 0 169.26 n267 0 309.96 95.19 Node NODE 0 0 169.76 n274 NODE 0 311.72 95.19 Node us.90 0 0 126.75 n282 NODE 0 311.73 95.19 Node us.90 0 0 67.75 n287 NODE 0 311.72 95.19 Node us.90 0 0 45.25 n290 NODE 0 309.67 95.19 Node us.90 0 0 44.26 h186HEAD 11.2 323.45 24.07 Head 0 107.33 126.75 h192 11.2 324.04 24.16 Head HEAD 0 107.33 67.75 n292 NODE 0 320.66 44.64 Node us.90 0 0 67.75 n293 NODE 0 319.94 45.36 Node us.90 0 0 67.75 n294 NODE 0 311.71 95.19 Node us.90 0 0 169.25 n295 NODE 0 320.65 44.64 Node us.90 0 0 169.25 n296 NODE 0 319.93 45.36 Node us.90 0 0 169.25 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 11 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h204HEAD 11.2 324.04 24.16 Head 0 107.33 139.75 n297 NODE 0 311.73 95.19 Node us.90 0 0 139.75 n298 NODE 0 320.66 44.64 Node us.90 0 0 139.75 n299 NODE 0 319.95 45.36 Node us.90 0 0 139.75 h210 11.2 323.45 24.07 Head HEAD 0 107.33 162.75 h211HEAD 11.2 321.27 37.31 Head 0 107.33 162.75 n300 NODE 0 311.72 95.19 Node us.90 0 0 162.75 h216 11.2 323.45 24.07 Head HEAD 0 107.33 31.75 h222 11.2 323.45 24.07 Head HEAD 0 107.33 146.25 n302 NODE 0 311.72 95.19 Node us.90 0 0 146.25 h228 11.2 323.45 24.07 Head HEAD 0 107.33 110.25 n303 NODE 0 311.72 95.19 Node us.90 0 0 110.25 h234 11.2 323.45 24.07 Head HEAD 0 107.33 90.75 n304 NODE 0 311.72 95.19 Node us.90 0 0 90.75 h240HEAD 11.2 323.45 24.07 Head 0 107.33 74.25 n305 NODE 0 311.72 95.19 Node us.90 0 0 74.25 h246 11.2 323.44 24.07 Head HEAD 0 107.33 61.25 n306 NODE 0 311.71 95.19 Node us.90 0 0 61.25 h252HEAD 11.2 324.02 24.16 Head 0 107.33 133.25 n307 NODE 0 311.71 95.19 Node us.90 0 0 133.25 n308 NODE 0 320.65 44.64 Node us.90 0 0 133.25 n309 NODE 0 319.93 45.36 Node us.90 0 0 133.25 h258HEAD 11.2 324.04 24.16 Head 0 107.33 103.75 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 12 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n310 NODE 0 311.73 95.19 Node us.90 0 0 103.75 n311 NODE 0 320.66 44.64 Node us.90 0 0 103.75 n312 NODE 0 319.95 45.36 Node us.90 0 0 103.75 h264HEAD 11.2 324.02 24.16 Head 0 107.33 97.25 n313 NODE 0 311.71 95.19 Node us.90 0 0 97.25 n314 NODE 0 320.65 44.64 Node us.90 0 0 97.25 n315 NODE 0 319.93 45.36 Node us.90 0 0 97.25 n316 0 312.16 92.48 Node NODE 0 0 45.25 n327 NODE 0 323.82 21.77 Node us.90 0 0 52.5 n328 NODE 0 323.82 21.77 Node us.Tee 0 0 46.5 n329 0 323.82 21.77 Node NODE 0 0 41.67 h271HEAD 5.6 326.78 22.25 Head 0 100 46.5 n330 NODE 0 322.36 30.6 Node us.Tee 0 0 52.5 n331 NODE 0 322.36 30.6 Node us.Tee 0 0 46.5 n332 0 322.36 30.6 Node NODE 0 0 41.67 h272HEAD 5.6 325.32 31.09 Head 0 100 46.5 n333 NODE 0 320.91 39.44 Node us.Tee 0 0 52.5 n334 NODE 0 320.91 39.44 Node us.Tee 0 0 46.5 n335 0 320.91 39.44 Node NODE 0 0 41.67 h273 5.6 323.87 39.93 Head HEAD 0 100 46.5 n336 NODE 0 319.45 48.28 Node us.Tee 0 0 52.5 n337 NODE 0 319.45 48.28 Node us.Tee 0 0 46.5 n338 0 319.45 48.28 Node NODE 0 0 41.67 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 13 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h274 5.6 322.41 48.77 Head HEAD 0 100 46.5 n339 NODE 0 317.99 57.12 Node us.Tee 0 0 52.5 n340 NODE 0 317.99 57.12 Node us.Tee 0 0 46.5 n341 0 317.99 57.12 Node NODE 0 0 41.67 h275 5.6 320.95 57.61 Head HEAD 0 100 46.5 n342 NODE 0 316.53 65.96 Node us.Tee 0 0 52.5 n343 NODE 0 316.53 65.96 Node us.Tee 0 0 46.5 n344 0 316.53 65.96 Node NODE 0 0 41.67 h276HEAD 5.6 319.49 66.45 Head 0 100 46.5 n348 0 313.62 83.64 Node NODE 0 0 45.25 n351 NODE 0 311.71 95.19 Node us.90 0 0 160.5 n352 NODE 0 312.16 92.48 Node us.Tee 0 0 160.5 n353 NODE 0 313.62 83.64 Node us.Tee 0 0 160.5 n354 NODE 0 315.08 74.8 Node us.Tee 0 0 160.5 n355 NODE 0 316.53 65.96 Node us.Tee 0 0 160.5 n356 NODE 0 317.99 57.12 Node us.Tee 0 0 160.5 n357 NODE 0 319.45 48.28 Node us.Tee 0 0 160.5 n358 NODE 0 320.91 39.44 Node us.Tee 0 0 160.5 n359 NODE 0 322.37 30.6 Node us.Tee 0 0 160.5 n360 NODE 0 323.82 21.77 Node us.90 0 0 160.5 n361 NODE 0 312.16 92.48 Node us.Tee 0 0 154.5 n362 0 312.16 92.48 Node NODE 0 0 149.67 h279HEAD 5.6 315.12 92.97 Head 0 100 154.5 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 14 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n363 NODE 0 323.82 21.77 Node us.Tee 0 0 154.5 n364 0 323.82 21.77 Node NODE 0 0 149.67 h280 5.6 326.78 22.25 Head HEAD 0 100 154.5 n365 NODE 0 322.37 30.6 Node us.Tee 0 0 154.5 n366 0 322.37 30.6 Node NODE 0 0 149.67 h281 5.6 325.33 31.09 Head HEAD 0 100 154.5 n367 NODE 0 320.91 39.44 Node us.Tee 0 0 154.5 n368 0 320.91 39.44 Node NODE 0 0 149.67 h282 5.6 323.87 39.93 Head HEAD 0 100 154.5 n369 NODE 0 319.45 48.28 Node us.Tee 0 0 154.5 n370 0 319.45 48.28 Node NODE 0 0 149.67 h283 5.6 322.41 48.77 Head HEAD 0 100 154.5 n371 NODE 0 317.99 57.12 Node us.Tee 0 0 154.5 n372 0 317.99 57.12 Node NODE 0 0 149.67 h284 5.6 320.95 57.61 Head HEAD 0 100 154.5 n373 NODE 0 316.53 65.96 Node us.Tee 0 0 154.5 n374 0 316.53 65.96 Node NODE 0 0 149.67 h285HEAD 5.6 319.49 66.45 Head 0 100 154.5 n375 NODE 0 315.08 74.8 Node us.Tee 0 0 154.5 n376 0 315.08 74.8 Node NODE 0 0 149.67 h286 5.6 318.04 75.29 Head HEAD 0 100 154.5 n377 NODE 0 313.62 83.64 Node us.Tee 0 0 154.5 n378 0 313.62 83.64 Node NODE 0 0 149.67 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 15 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h287 5.6 316.58 84.13 Head HEAD 0 100 154.5 n379 NODE 0 311.71 95.19 Node us.90 0 0 124.5 n380 NODE 0 312.16 92.48 Node us.Tee 0 0 124.5 n381 NODE 0 313.62 83.64 Node us.Tee 0 0 124.5 n382 NODE 0 315.08 74.8 Node us.Tee 0 0 124.5 n383 NODE 0 316.53 65.96 Node us.Tee 0 0 124.5 n384 NODE 0 317.99 57.12 Node us.Tee 0 0 124.5 n385 NODE 0 319.45 48.28 Node us.Tee 0 0 124.5 n386 NODE 0 320.91 39.44 Node us.Tee 0 0 124.5 n387 NODE 0 322.37 30.6 Node us.Tee 0 0 124.5 n388 NODE 0 323.82 21.77 Node us.90 0 0 124.5 n389 NODE 0 312.16 92.48 Node us.Tee 0 0 118.5 n390 0 312.16 92.48 Node NODE 0 0 113.67 h288 5.6 315.12 92.97 Head HEAD 0 100 118.5 n391 NODE 0 323.82 21.77 Node us.Tee 0 0 118.5 n392 0 323.82 21.77 Node NODE 0 0 113.67 h289 5.6 326.78 22.25 Head HEAD 0 100 118.5 n393 NODE 0 322.37 30.6 Node us.Tee 0 0 118.5 n394 0 322.37 30.6 Node NODE 0 0 113.67 h290 5.6 325.33 31.09 Head HEAD 0 100 118.5 n395 NODE 0 320.91 39.44 Node us.Tee 0 0 118.5 n396 0 320.91 39.44 Node NODE 0 0 113.67 h291HEAD 5.6 323.87 39.93 Head 0 100 118.5 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 16 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n397 NODE 0 319.45 48.28 Node us.Tee 0 0 118.5 n398 0 319.45 48.28 Node NODE 0 0 113.67 h292 5.6 322.41 48.77 Head HEAD 0 100 118.5 n399 NODE 0 317.99 57.12 Node us.Tee 0 0 118.5 n400 0 317.99 57.12 Node NODE 0 0 113.67 h293 5.6 320.95 57.61 Head HEAD 0 100 118.5 n401 NODE 0 316.53 65.96 Node us.Tee 0 0 118.5 n402 0 316.53 65.96 Node NODE 0 0 113.67 h294 5.6 319.49 66.45 Head HEAD 0 100 118.5 n403 NODE 0 315.08 74.8 Node us.Tee 0 0 118.5 n404 0 315.08 74.8 Node NODE 0 0 113.67 h295 5.6 318.04 75.29 Head HEAD 0 100 118.5 n405 NODE 0 313.62 83.64 Node us.Tee 0 0 118.5 n406 0 313.62 83.64 Node NODE 0 0 113.67 h296 5.6 316.58 84.13 Head HEAD 0 100 118.5 n407 NODE 0 311.71 95.19 Node us.90 0 0 88.5 n408 NODE 0 312.16 92.48 Node us.Tee 0 0 88.5 n409 NODE 0 313.62 83.64 Node us.Tee 0 0 88.5 n410 NODE 0 315.08 74.8 Node us.Tee 0 0 88.5 n411 NODE 0 316.53 65.96 Node us.Tee 0 0 88.5 n412 NODE 0 317.99 57.12 Node us.Tee 0 0 88.5 n413 NODE 0 319.45 48.28 Node us.Tee 0 0 88.5 n414 NODE 0 320.91 39.44 Node us.Tee 0 0 88.5 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 17 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n415 NODE 0 322.36 30.6 Node us.Tee 0 0 88.5 n416 NODE 0 323.82 21.77 Node us.90 0 0 88.5 n417 NODE 0 312.16 92.48 Node us.Tee 0 0 82.5 n418 0 312.16 92.48 Node NODE 0 0 77.67 h297 5.6 315.12 92.97 Head HEAD 0 100 82.5 n419 NODE 0 323.82 21.77 Node us.Tee 0 0 82.5 n420 0 323.82 21.77 Node NODE 0 0 77.67 h298 5.6 326.78 22.25 Head HEAD 0 100 82.5 n421 NODE 0 322.36 30.6 Node us.Tee 0 0 82.5 n422 0 322.36 30.6 Node NODE 0 0 77.67 h299 5.6 325.32 31.09 Head HEAD 0 100 82.5 n423 NODE 0 320.91 39.44 Node us.Tee 0 0 82.5 n424 0 320.91 39.44 Node NODE 0 0 77.67 h300 5.6 323.87 39.93 Head HEAD 0 100 82.5 n425 NODE 0 319.45 48.28 Node us.Tee 0 0 82.5 n426 0 319.45 48.28 Node NODE 0 0 77.67 h301HEAD 5.6 322.41 48.77 Head 0 100 82.5 n427 NODE 0 317.99 57.12 Node us.Tee 0 0 82.5 n428 0 317.99 57.12 Node NODE 0 0 77.67 h302 5.6 320.95 57.61 Head HEAD 0 100 82.5 n429 NODE 0 316.53 65.96 Node us.Tee 0 0 82.5 n430 0 316.53 65.96 Node NODE 0 0 77.67 h303HEAD 5.6 319.49 66.45 Head 0 100 82.5 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 18 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n431 NODE 0 315.08 74.8 Node us.Tee 0 0 82.5 n432 0 315.08 74.8 Node NODE 0 0 77.67 h304 5.6 318.04 75.29 Head HEAD 0 100 82.5 n433 NODE 0 313.62 83.64 Node us.Tee 0 0 82.5 n434 0 313.62 83.64 Node NODE 0 0 77.67 h305 5.6 316.58 84.13 Head HEAD 0 100 82.5 n435 NODE 0 311.71 95.19 Node us.90 0 0 52.5 n438 NODE 0 311.72 95.19 Node us.90 0 0 49 n439 0 312.17 92.48 Node NODE 0 0 49 n440 0 313.63 83.64 Node NODE 0 0 49 h306HEAD 11.2 323.45 24.07 Head 0 107.33 54.75 n441 NODE 0 311.72 95.19 Node us.90 0 0 54.75 n444 NODE 0 313.9 81.93 Node us.90 0 0 30.84 h312 5.6 313.21 85.28 Head HEAD 0 100 34.24 h313HEAD 11.2 323.45 24.07 Head 0 107.33 38.25 n446 NODE 0 313.09 86.89 Node us.90 0 0 38.25 n447 NODE 0 308.62 88.73 Node us.Tee 0 0 37.72 n448 NODE 0 312.84 88.74 Node us.90 0 0 37.73 n449 NODE 0 312.84 88.74 Node us.90 0 0 38.25 n450 NODE 0 313.9 81.95 Node us.90 0 0 31.75 n451 0 324.11 23.67 Node NODE 0 0 169.25 n452 NODE 0 325.26 16.77 Node us.90 0 0 169.25 n453 NODE 0 325.26 16.77 Node us.90 0 0 167.25 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 19 Job : Bow Lake Transfer Station Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 ft ft psi sq.ft ft n454 NODE 0 310.26 -73.24 Node us.90 0 0 167.25 n455 NODE 0 310.26 -73.24 Node us.90 0 0 167.75 h318HEAD 11.2 324.02 24.16 Head 0 107.33 169.25 h319HEAD 11.2 279.26 -73.24 Head 0 100 167.75 Hydraulic Calculations / Fluid Delivery Time Analysis File: Zone 7.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 20 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b516 Brline n455 h319 40 2 31 1(us.90); 5 36 b515 Brline n454 n455 40 2 0.5 1(us.90); 5 5.5 b514 Brline n453 n454 10 2 91.25 1(us.90); 6.15 97.4 b513 Brline n452 n453 10 2 2 1(us.90); 6.15 8.15 b512 Brline n451 n452 10 2 7 0 7 b511 Brline h318 n451 10 2.5 0.5 0 0.5 b510 Brline n444 n450 10 2.5 0.91 1(us.90); 8.24 9.15 b509 Brline n450 h216 10 2.5 58.67 1(us.90); 8.24 66.9 b508 Brline n448 n449 10 2.5 0.52 1(us.90); 8.24 8.76 b507 Brline n447 n448 10 2.5 4.22 1(us.Tee); 16.47 20.7 b506 Brline n446 h313 10 2.5 63.67 1(us.90); 8.24 71.9 s62 Sprig n229 h312 40 1 4 1(us.Tee); 5 9 b500 Brline n130 n444 10 2.5 4.16 1(us.90); 8.24 12.4 b498 Brline n449 n446 10 2.5 1.87 1(us.90); 8.24 10.11 b495 Brline n441 h306 10 2.5 72.08 1(us.90); 8.24 80.32 b489 Brline n439 n440 40 1.25 8.96 0 8.96 b488 Brline n438 n439 40 1.5 2.75 1(us.90); 4 6.75 b486 Brline n435 n342 10 3 29.62 1(us.90); 9.41 39.03 s61 Sprig n433 h305 40 1 3 1(us.Tee); 5 8 b485 Brline n433 n434 40 1 4.83 0 4.83 s60 Sprig n431 h304 40 1 3 1(us.Tee); 5 8 b484 Brline n431 n432 40 1 4.83 0 4.83 s59 Sprig n429 h303 40 1 3 1(us.Tee); 5 8 b483 Brline n429 n430 40 1 4.83 0 4.83 s58 Sprig n427 h302 40 1 3 1(us.Tee); 5 8 b482 Brline n427 n428 40 1 4.83 0 4.83 s57 Sprig n425 h301 40 1 3 1(us.Tee); 5 8 b481 Brline n425 n426 40 1 4.83 0 4.83 s56 Sprig n423 h300 40 1 3 1(us.Tee); 5 8 b480 Brline n423 n424 40 1 4.83 0 4.83 s55 Sprig n421 h299 40 1 3 1(us.Tee); 5 8 b479 Brline n421 n422 40 1 4.83 0 4.83 s54 Sprig n419 h298 40 1 3 1(us.Tee); 5 8 b478 Brline n419 n420 40 1 4.83 0 4.83 s53 Sprig n417 h297 40 1 3 1(us.Tee); 5 8 b477 Brline n417 n418 40 1 4.83 0 4.83 b476 Brline n416 n419 40 2 6 1(us.90); 5 11 b475 Brline n415 n421 40 2 6 1(us.Tee); 10 16 b474 Brline n415 n416 10 3 8.96 0 8.96 b473 Brline n414 n423 40 2 6 1(us.Tee); 10 16 b472 Brline n414 n415 10 3 8.96 0 8.96 b471 Brline n413 n425 40 2 6 1(us.Tee); 10 16 b470 Brline n413 n414 10 3 8.96 0 8.96 b469 Brline n412 n427 40 2 6 1(us.Tee); 10 16 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 21 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b468 Brline n412 n413 10 3 8.96 0 8.96 b467 Brline n411 n429 40 2 6 1(us.Tee); 10 16 b466 Brline n411 n412 10 3 8.96 0 8.96 b465 Brline n410 n431 40 2 6 1(us.Tee); 10 16 b464 Brline n410 n411 10 3 8.96 0 8.96 b463 Brline n409 n433 40 2 6 1(us.Tee); 10 16 b462 Brline n409 n410 10 3 8.96 0 8.96 b461 Brline n408 n417 40 2 6 1(us.Tee); 10 16 b460 Brline n408 n409 10 3 8.96 0 8.96 b459 Brline n407 n408 10 3 2.75 1(us.90); 9.41 12.16 s52 Sprig n405 h296 40 1 3 1(us.Tee); 5 8 b458 Brline n405 n406 40 1 4.83 0 4.83 s51 Sprig n403 h295 40 1 3 1(us.Tee); 5 8 b457 Brline n403 n404 40 1 4.83 0 4.83 s50 Sprig n401 h294 40 1 3 1(us.Tee); 5 8 b456 Brline n401 n402 40 1 4.83 0 4.83 s49 Sprig n399 h293 40 1 3 1(us.Tee); 5 8 b455 Brline n399 n400 40 1 4.83 0 4.83 s48 Sprig n397 h292 40 1 3 1(us.Tee); 5 8 b454 Brline n397 n398 40 1 4.83 0 4.83 s47 Sprig n395 h291 40 1 3 1(us.Tee); 5 8 b453 Brline n395 n396 40 1 4.83 0 4.83 s46 Sprig n393 h290 40 1 3 1(us.Tee); 5 8 b452 Brline n393 n394 40 1 4.83 0 4.83 s45 Sprig n391 h289 40 1 3 1(us.Tee); 5 8 b451 Brline n391 n392 40 1 4.83 0 4.83 s44 Sprig n389 h288 40 1 3 1(us.Tee); 5 8 b450 Brline n389 n390 40 1 4.83 0 4.83 b449 Brline n388 n391 40 2 6 1(us.90); 5 11 b448 Brline n387 n393 40 2 6 1(us.Tee); 10 16 b447 Brline n387 n388 10 3 8.96 0 8.96 b446 Brline n386 n395 40 2 6 1(us.Tee); 10 16 b445 Brline n386 n387 10 3 8.96 0 8.96 b444 Brline n385 n397 40 2 6 1(us.Tee); 10 16 b443 Brline n385 n386 10 3 8.96 0 8.96 b442 Brline n384 n399 40 2 6 1(us.Tee); 10 16 b441 Brline n384 n385 10 3 8.96 0 8.96 b440 Brline n383 n401 40 2 6 1(us,Tee); 10 16 b439 Brline n383 n384 10 3 8.96 0 8.96 b438 Brline n382 n403 40 2 6 1(us„Tee); 10 16 b437 Brline n382 n383 10 3 8.96 0 8.96 b436 Brline n381 n405 40 2 6 1(us.Tee); 10 16 b435 Brline n381 n382 10 3 8.96 0 8.96 b434 Brline n380 n389 40 2 6 1(us.Tee); 10 16 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 22 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b433 Brline n380 n381 10 3 8.96 0 8.96 b432 Brline n379 n380 10 3 2.75 1(us.90); 9.41 12.16 s43 Sprig n377 h287 40 1 3 1(us.Tee); 5 8 b431 Brline n377 n378 40 1 4.83 0 4.83 s42 Sprig n375 h286 40 1 3 1(us.Tee); 5 8 b430 Brline n375 n376 40 1 4.83 0 4.83 s41 Sprig n373 h285 40 1 3 1(us.Tee); 5 8 b429 Brline n373 n374 40 1 4.83 0 4.83 s40 Sprig n371 h284 40 1 3 1(us.Tee); 5 8 b428 Brline n371 n372 40 1 4.83 0 4.83 s39 Sprig n369 h283 40 1 3 1(us.Tee); 5 8 b427 Brline n369 n370 40 1 4.83 0 4.83 s38 Sprig n367 h282 40 1 3 1(us.Tee); 5 8 b426 Brline n367 n368 40 1 4.83 0 4.83 s37 Sprig n365 h281 40 1 3 1(us.Tee); 5 8 b425 Brline n365 n366 40 1 4.83 0 4.83 s36 Sprig n363 h280 40 1 3 1(us.Tee); 5 8 b424 Brline n363 n364 40 1 4.83 0 4.83 s35 Sprig n361 h279 40 1 3 1(us.Tee); 5 8 b423 Brline n361 n362 40 1 4.83 0 4.83 b422 Brline n360 n363 40 2 6 1(us.90); 5 11 b421 Brline n359 n365 40 2 6 1(us.Tee); 10 16 b420 Brline n359 n360 10 3 8.96 0 8.96 b419 Brline n358 n367 40 2 6 1(us.Tee); 10 16 b418 Brline n358 n359 10 3 8.96 0 8.96 b417 Brline n357 n369 40 2 6 1(us.Tee); 10 16 b416 Brline n357 n358 10 3 8.96 0 8.96 b415 Brline n356 n371 40 2 6 1(us.Tee); 10 16 b414 Brline n356 n357 10 3 8.96 0 8.96 b413 Brline n355 n373 40 2 6 1(us.Tee); 10 16 b412 Brline n355 n356 10 3 8.96 0 8.96 b411 Brline n354 n375 40 2 6 1(us.Tee); 10 16 b410 Brline n354 n355 10 3 8.96 0 8.96 b409 Brline n353 n377 40 2 6 1(us.Tee); 10 16 b408 Brline n353 n354 10 3 8.96 0 8.96 b407 Brline n352 n361 40 2 6 1(us.Tee); 10 16 b406 Brline n352 n353 10 3 8.96 0 8.96 b405 Brline n351 n352 10 3 2.75 1(us.90); 9.41 12.16 s32 Sprig n343 h276 40 1 3 1(us.Tee); 5 8 b400 Brline n343 n344 40 1 4.83 0 4.83 b399 Brline n342 n343 40 2 6 1(us.Tee); 10 16 s31 Sprig n340 h275 40 1 3 1(us.Tee); 5 8 b398 Brline n340 n341 40 1 4.83 0 4.83 b397 Brline n339 n340 40 2 6 1(us.Tee); 10 16 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 23 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft s30 Sprig n337 h274 40 1 3 1(us.Tee); 5 8 b396 Brline n337 n338 40 1 4.83 0 4.83 b395 Brline n336 n337 40 2 6 1(us.Tee); 10 16 s29 Sprig n334 h273 40 1 3 1(us.Tee); 5 8 b394 Brline n334 n335 40 1 4.83 0 4.83 b393 Brline n333 n334 40 2 6 1(us.Tee); 10 16 s28 Sprig n331 h272 40 1 3 1(us.Tee); 5 8 b392 Brline n331 n332 40 1 4.83 0 4.83 b391 Brline n330 n331 40 2 6 1(us.Tee); 10 16 s27 Sprig n328 h271 40 1 3 1(us.Tee); 5 8 b390 Brline n328 n329 40 1 4.83 0 4.83 b389 Brline n327 n328 40 2 6 1(us.90); 5 11 b386 Brline n330 n327 10 3 8.96 0 8.96 b385 Brline n333 n330 10 3 8.96 0 8.96 b384 Brline n336 n333 10 3 8.96 0 8.96 b383 Brline n339 n336 10 3 8.96 0 8.96 b382 Brline n342 n339 10 3 8.96 0 8.96 b379 Brline n316 n348 40 1.25 8.96 0 8.96 b378 Brline n287 n316 40 1.5 2.75 1(us.90); 4 6.75 b377 Brline n315 n314 10 2.5 1.02 1(us.90); 8.24 9.26 b376 Brline n313 n315 10 2.5 50.5 1(us.90); 8.24 58.74 b371 Brline n314 h264 10 2.5 20.75 1(us.90); 8.24 28.99 b369 Brline n312 n311 10 2.5 1.02 1(us.90); 8.24 9.26 b368 Brline n310 n312 10 2.5 50.5 1(us.90); 8.24 58.74 b363 Brline n311 h258 10 2.5 20.75 1(us.90); 8.24 28.99 b361 Brline n309 n308 10 2.5 1.02 1(us.90); 8.24 9.26 b360 Brline n307 n309 10 2.5 50.5 1(us.90); 8.24 58.74 b355 Brline n308 h252 10 2.5 20.75 1(us.90); 8.24 28.99 b353 Brline n306 h246 10 2.5 72.08 1(us.90); 8.24 80.32 b347 Brline n305 h240 10 2.5 72.08 1(us.90); 8.24 80.32 b341 Brline n304 h234 10 2.5 72.08 1(us.90); 8.24 80.32 b335 Brline n303 h228 10 2.5 72.08 1(us.90); 8.24 80.32 b329 Brline n302 h222 10 2.5 72.08 1(us.90); 8.24 80.32 b317 Brline n300 h211 10 2.5 58.67 1(us.90); 8.24 66.9 b312 Brline h211 h210 10 2.5 13.42 0 13.42 b311 Brline n299 n298 10 2.5 1.02 1(us.90); 8.24 9.26 b310 Brline n297 n299 10 2.5 50.5 1(us.90); 8.24 58.74 b305 Brline n298 h204 10 2.5 20.75 1(us.90); 8.24 28.99 b303 Brline n296 n295 10 2.5 1.02 1(us.90); 8.24 9.26 b302 Brline n294 n296 10 2.5 50.5 1(us 90); 8.24 58.74 b297 Brline n295 h318 10 2.5 20.75 1(us,.90); 8.24 28.99 b295 Brline n293 n292 10 2.5 1.02 1(us„90); 8.24 9.26 b291 Brline n292 h192 10 2.5 20.75 1(us.90); 8.24 28.99 b290 Brline n282 n293 10 2.5 50.5 1(us.90); 8.24 58.74 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 24 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b284 Brline n274 h186 10 2.5 72.08 1(us.90); 8.24 80.32 m70 Cmain n290 n247 10 6 1 1(us.90); 17.6 18.6 m69 Cmain n129 n290 10 6 2.12 1(us.Tee); 37.72 39.84 b277 Brline n249 n435 10 2.5 2.02 1(us.Tee); 16.47 18.49 b276 Brline n250 n441 10 2.5 2.02 1(us.Tee); 16.47 18.49 b275 Brline n247 n287 40 1.5 2.04 0 2.04 b274 Brline n248 n438 40 1.5 2.04 1(us.Tee); 8 10.04 b271 Brline n251 n306 10 2.5 2 1(us.Tee); 16.47 18.47 b270 Brline n252 n282 10 2.5 2 1(us.Tee); 16.47 18.47 b269 Brline n253 n305 10 2.5 1.98 1(us.Tee); 16.47 18.45 b268 Brline n254 n407 10 3 1.94 1(us.Tee); 20.16 22.1 b267 Brline n255 n304 10 2.5 1.94 1(us.Tee); 16.47 18.41 b266 Brline n256 n313 10 2.5 1.92 1(us.Tee); 16.47 18.39 b265 Brline n257 n310 10 2.5 1.92 1(us.Tee); 16.47 18.39 b264 Brline n258 n303 10 2.5 1.9 1(us.Tee); 16.47 18.37 b263 Brline n259 n379 10 3 1.85 1(us.Tee); 20.16 22.01 b262 Brline n260 n274 10 2.5 1.85 1(us.Tee); 16.47 18.33 b261 Brline n261 n307 10 2.5 1.83 1(us.Tee); 16.47 18.31 b260 Brline n262 n297 10 2.5 1.83 1(us.Tee); 16.47 18.31 b259 Brline n263 n302 10 2.5 1.81 1(us.Tee); 16.47 18.29 b258 Brline n264 n351 10 3 1.77 1(us.Tee); 20.16 21.93 b257 Brline n265 n300 10 2.5 1.77 1(us.Tee); 16.47 18.24 b256 Brline n266 n294 10 2.5 1.75 1(us.Tee); 16.47 18.22 m68 Cmain n266 n267 10 6 0.5 0 0.5 m67 Cmain n265 n266 10 6 6.5 0 6.5 m66 Cmain n264 n265 10 6 2.25 0 2.25 m65 Cmain n263 n264 10 6 14.25 0 14.25 m64 Cmain n262 n263 10 6 6.5 0 6.5 m63 Cmain n261 n262 10 6 6.5 0 6.5 m62 Cmain n260 n261 10 6 6.5 0 6.5 m61 Cmain n259 n260 10 6 2.25 0 2.25 m60 Cmain n258 n259 10 6 14.25 0 14.25 m59 Cmain n257 n258 10 6 6.5 0 6.5 m58 Cmain n256 n257 10 6 6.5 0 6.5 m57 Cmain n255 n256 10 6 6.5 0 6.5 m56 Cmain n254 n255 10 6 2.25 0 2.25 m55 Cmain n253 n254 10 6 14.25 0 14.25 m54 Cmain n252 n253 10 6 6.5 0 6.5 m53 Cmain n251 n252 10 6 6.5 0 6.5 m52 Cmain n250 n251 10 6 6.5 0 6.5 m51 Cmain n249 n250 10 6 2.25 0 2.25 m50 Cmain n248 n249 10 6 3.5 0 3.5 m49 Cmain n247 n248 10 6 3.75 0 3.75 s25 Sprig n227 h185 40 1 5.14 1(us.Tee); 5 10.14 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 25 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft oal5 Oarm n246 h184 40 1 1.75 1(us.90); 2 3.75 b255 Brline n226 n246 40 1 5.45 1(us.Tee); 5 10.45 b254 Brline n245 h183 40 1.5 1.17 1(us.90); 4 5.17 b253 Brline n244 n245 40 1.5 0.5 1(us.90); 4 4.5 b252 Brline n243 n244 40 1.5 3.9 1(us.Tee); 8 11.9 b251 Brline n242 h98 40 1.25 6.75 0 6.75 b249 Brline h183 h181 40 1.25 13.42 0 13.42 b248 Brline n241 n242 40 1.5 1.17 1(us.9O); 4 5.17 b247 Brline n239 n241 40 1.5 0.5 1(us.90); 4 4.5 b246 Brline n225 n239 40 1.5 4.21 1(us.Tee); 8 12.21 b245 Brline n238 h180 40 1.5 8.75 1(us.90); 4 12.75 b243 Brline h180 h178 40 1.25 13.42 0 13.42 b242 Brline n235 n236 40 2 4.23 1(us.Tee); 10 14.23 b240 Brline n236 n238 40 2 0.5 0 0.5 oal4 Oarm n236 h174 40 1 0.5 0 0.5 fd55 FeedMain n229 n130 10 6 4.35 0 4.35 fd54 FeedMain n447 n229 10 6 5.4 0 5.4 fd52 FeedMain n129 n447 10 6 9.25 0 9.25 fd51 FeedMain n227 n129 10 6 6.21 0 6.21 fd50 FeedMain n226 n227 10 6 7.15 0 7.15 fd48 FeedMain n225 n226 10 6 10.37 0 10.37 fd46 FeedMain n243 n225 10 6 9.25 0 9.25 fd44 FeedMain n235 n243 10 6 10.69 0 10.69 fd42 FeedMain n122 n235 10 6 6.21 1(us.90); 17.6 23.81 b234 Brline n216 n215 10 2 1.01 1(us.90); 6.15 7.17 b233 Brline n221 n222 10 2 4.5 1(us.Tee); 12.31 16.81 b232 Brline n220 n219 10 2 0.54 1(us.90); 6.15 6.7 b231 Brline n218 n217 10 2 1.99 1(us.90); 6.15 8.15 b229 Brline n217 h175 10 2 26.71 1(us.90); 6.15 32.86 b228 Brline n222 n220 10 2 0.16 1(us.90); 6.15 6.31 b223 Brline n132 n216 10 2 4.5 1(us.Tee); 12.31 16.81 b222 Brline n212 n211 10 2 0.54 1(us.90); 6.15 6.7 b221 Brline n219 h171 10 2 33.77 1(us.90); 6.15 39.92 b219 Brline n207 n212 10 2 3.68 1(us.Tee); 12.31 15.99 b218 Brline n211 h167 10 2 39.67 1(us.90); 6.15 45.82 b213 Brline n215 n218 10 2 0.54 1(us.90); 6.15 6.7 s24 Sprig n202 h161 40 1 3 1(us.Tee); 5 8 oal3 Oarm n202 n203 40 1 4.83 0 4.83 s23 Sprig n200 h160 40 1 3 1(us.Tee); 5 8 oal2 Oarm n200 n201 40 1 4.83 0 4.83 s22 Sprig n198 h159 40 1 3 1(us.Tee); 5 8 call Oarm n198 n199 40 1 4.83 0 4.83 oa10 Oarm n197 n200 40 1.25 6 1(us..90); 3 9 oa9 Oarm n196 n202 40 1.25 6 1(usTee); 6 12 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 26 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b207 Brline n196 n197 10 2 8.96 0 8.96 oa8 Oarm n195 n198 40 1.25 6 1(us.Tee); 6 12 b206 Brline n195 n196 10 2 8.96 0 8.96 b205 Brline n194 n195 10 2 31.25 1(us.90); 6.15 37.4 s21 Sprig n192 h158 40 1 3 1(us.Tee); 5 8 oa7 Oarm n192 n193 40 1 4.83 0 4.83 oa6 Oarm n191 n192 40 1.25 6 1(us.Tee); 6 12 s20 Sprig n189 h157 40 1 3 1(us.Tee); 5 8 oa5 Oarm n189 n190 40 1 4.83 0 4.83 oa4 Oarm n188 n189 40 1.25 6 1(us.90); 3 9 s19 Sprig n187 h156 40 1 3 1(us.Tee); 5 8 oa3 Oarm n187 n186 40 1 4.83 0 4.83 oa2 Oarm n183 n187 40 1.25 6 1(us.Tee); 6 12 b204 Brline n191 n188 10 2 8.96 0 8.96 b203 Brline n183 n191 10 2 8.96 0 8.96 b202 Brline n163 n183 10 2 31.25 1(us.90); 6.15 37.4 b201 Brline h153 h154 10 1 10.21 0 10.21 b200 Brline h152 h153 10 1.25 10.25 0 10.25 b199 Brline n182 h152 10 1.5 1.25 1(us.90); 4.92 6.17 b198 Brline h150 h151 10 1 10.21 0 10.21 b197 Brline h149 h150 10 1.25 10.25 0 10.25 b196 Brline n181 h149 10 1.5 1.25 1(us.90); 4.92 6.17 b195 Brline h147 h148 10 1 10.21 0 10.21 b194 Brline h146 h147 10 1.25 10.25 0 10.25 b193 Brline n164 h146 10 1.5 1.25 1(us.90); 4.92 6.17 b190 Brline n179 h108 10 2 46.92 1(us.90); 6.15 53.07 b187 Brline n178 h138 10 2 46.91 1(us.90); 6.15 53.07 b184 Brline n168 n177 10 2 0.54 1(us.90); 6.15 6.7 m47 Cmain n136 n176 10 6 0.92 1(us.90); 17.6 18.52 b182 Brline n175 h133 10 2 46.92 1(us.90); 6.15 53.07 b176 Brline n174 h128 10 2 46.91 1(us.90); 6.15 53.07 b172 Brline n173 h123 10 2 46.92 1(us.90); 6.15 53.07 b166 Brline n172 h118 10 2 46.91 1(us.90); 6.15 53.07 b162 Brline n171 h113 10 2 46.92 1(us.90); 6.15 53.07 b158 Brline h112 hill 10 1 10.21 0 10.21 b157 Brline h110 h112 10 1.25 10.25 0 10.25 b156 Brline n165 h110 10 1.5 1.25 1(us.90); 4.92 6.17 b151 Brline n166 h103 10 2 46.92 1(us.90); 6.15 53.07 b148 Brline n176 n168 10 2 2.5 0 2.5 b147 Brline n138 n178 10 2 2.5 1(us.Tee); 12.31 14.81 b146 Brline n139 n166 10 2 2.48 1(us.Tee); 12.31 14.79 b145 Brline n140 n165 10 2 2.46 1(us.Tee); 12.31 14.76 b144 Brline n141 n164 10 2 2.46 1(us.Tee); 12.31 14.76 b143 Brline n142 n163 10 2 2.44 1(us.Tee); 12.31 14.74 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 27 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b142 Brline n143 n174 10 2 2.44 1(us.Tee); 12.31 14.74 b141 Brline n144 n175 10 2 2.42 1(us.Tee); 12.31 14.72 b140 Brline n145 n172 10 2 2.42 1(us.Tee); 12.31 14.72 b139 Brline n146 n173 10 2 2.4 1(us.Tee); 12.31 14.7 b138 Brline n147 n181 10 2 2.37 1(us.Tee); 12.31 14.68 b137 Brline n148 n182 10 1.5 2.38 1(us.Tee); 9.84 12.22 b136 Brline n149 n194 10 2 2.35 1(us.Tee); 12.31 14.66 b135 Brline n150 n179 10 2 2.35 1(us.Tee); 12.31 14.66 b134 Brline n154 n171 10 2 2.33 1(us.Tee); 12.31 14.64 b130 Brline n177 h162 10 2 46.91 1(us.90); 6.15 53.07 m46 Cmain n154 n152 10 6 0.5 0 0.5 m45 Cmain n150 n154 10 6 6.5 0 6.5 m44 Cmain n149 n150 10 6 2.25 0 2.25 m43 Cmain n148 n149 10 6 3.5 0 3.5 m42 Cmain n147 n148 10 6 5 0 5 m41 Cmain n146 n147 10 6 5.75 0 5.75 m40 Cmain n145 n146 10 6 6.5 0 6.5 m39 Cmain n144 n145 10 6 6.5 0 6.5 m38 Cmain n143 n144 10 6 6.5 0 6.5 m37 Cmain n142 n143 10 6 2.25 0 2.25 m36 Cmain n141 n142 10 6 3.5 0 3.5 m35 Cmain n140 n141 10 6 5 0 5 m34 Cmain n139 n140 10 6 5.75 0 5.75 m33 Cmain n138 n139 10 6 6.5 0 6.5 m32 Cmain n176 n138 10 6 5.92 0 5.92 s18 Sprig n135 h97 40 1 3 1(us.Tee); 5 8 fd41 FeedMain n135 n136 10 6 6.67 0 6.67 fd40 FeedMain n207 n135 10 6 3 0 3 fd39 FeedMain n221 n207 10 6 8.12 0 8.12 fd38 FeedMain n132 n221 10 6 7.08 0 7.08 fd37 FeedMain n120 n132 10 6 1.63 1(us.Tee); 37.72 39.35 dl Drop n127 h96 40 1 3.67 1(us.Tee); 5 8.67 b124 Brline n127 n128 40 1 10.67 0 10.67 b123 Brline n124 n127 40 1 1.42 1(us.Tee); 5 6.42 b121 Brline n124 n126 40 1 25.25 1(us.Tee); 5 30.25 b120 Brline n123 n124 40 1.5 2.17 1(us.Tee); 8 10.17 fd34 FeedMain n123 n120 10 6 7.29 0 7.29 fd33 FeedMain n80 n123 10 6 11.67 0 11.67 fd32 FeedMain n121 n122 10 6 1.08 1(us.90); 17.6 18.69 fd31 FeedMain n120 n121 10 6 1.79 0 1.79 f8 Fmain n113 n112 10 8 1.5 1(us.90); 22.16 23.66 U14 Undergrnd srcl n103 DI350 10 1 0 1 v3 Valve n103 n102 TFP1550 CV -1 10 1 0 1 U13 Undergrnd n102 n101 DI350 10 73 0 73 Date 2/16/2011 File: Zone 7.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 28 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft U12 Undergrnd n101 n100 DI350 10 5 1(us.90); 38.13 43.13 Ulf Undergrnd n100 n99 DI350 10 4.67 1(us.90); 38.13 42.8 BF1 BFP n99 n98 AMES 400 10 5.33 0 5.33 U10 Undergrnd n98 n97 DI350 10 5 0 5 U9 Undergrnd n97 n96 DI350 10 2 1(us.90); 38.13 40.13 v2 Valve n96 n95 TFP1550 CV -1 10 1 0 1 U8 Undergrnd n95 n94 DI350 10 11 0 11 U7 Undergrnd n94 n93 DI350 10 3 1(us.90); 38.13 41.13 U6 Undergrnd n93 n92 DI350 10 17 1(us.90); 38.13 55.13 U5 Undergrnd n92 n91 DI350 10 258 1(us.90); 38.13 296.13 U4 Undergrnd n91 n90 DI350 10 29 1(us.90); 38.13 67.13 U3 Undergrnd n90 n89 DI350 10 15 1(us.90); 38.13 53.13 U2 Undergrnd n89 n88 DI350 10 5.67 1(us.90); 38.13 43.8 U1 Undergrnd n88 n87 10 10 0.5 0 0.5 f5 Fmain n87 n113 10 8 1.5 0 1.5 f2 Fmain n112 n83 10 6 0.67 1(us.90); 17.6 18.27 vl Valve n83 n82 TFP1550 CV -1 8 0.5 0 0.5 f1 Fmain n82 n81 10 6 0.42 0 0.42 DP1 DPV n81 n80 DPV-1 6 1.33 0 1.33 File: Zone 7.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 29 FLUID DELIVERY TIME CALCULATIONS for Job Information Project Name : Bow Lake Transfer Station Contract No. : 11-1785 City: Tacoma, WA 98188 Project Location: 18800 Orillia Road South Date: 2/2/2011 Contractor Information Name of Contractor: Patriot Fire Protection Address: 2707 70th Ave E Phone Number: 253-926-2290 Name of Designer: Dave Hankins Authority Having Jurisdiction: City of Tukwila FM City: Tacoma, WA 98424 E-mail: daveh@patriotfire.com Water Supply Information Date: 2/2/11 Location: ex. city main Source: source Notes File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 1 Job : Bow Lake Transfer Station ../ • 4 File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products N CO N a) 0 Job : Bow Lake Transfer Station Fluid Delivery Time Analysis Dry pipe system System Time Parameters Water Supply Parameters Parameters of the 4 Open Heads System Summary System Volume (gal): Fluid: Gas: Differential Trip Ratio: Accelerator: Trip Time: Water Delivery Time: Operating Time: Required Water Delivery Time: Safety Factor: 774.5 Water @ 60F (15.6C) Air @ 40°F and 40psi 0 (Deluge valve) Differential Presure: Opsi I Time Delay: 4s 4.01s 19.14s @ h96 19.218s @ h96 45s 57.5% Flow Pressure 0 122 1376 112 Head# K -Factor Orifice Minimum Transit Time Water Operating Delivery Pressure Time Oper. Time SHALL NOT exceed 45s Open Time (gpm/psilh) (in) h18 16.8 0.772 h20 16.8 0.772 h21 16.8 0.772 h96 16.8 0.772 (psi) 7 7 7 7 (s) 13.3 12.8 13.35 15.13 (s) 17.31 16.81 17.36 19.14 (s) 17.615 17.414 17.414 19.218 (s) 0 0 0 0 Protocol: NOT USED NOT USED Statement Modelling Assumptions 1. Fluid is incompressible. 2. Pipes do not suffer deformation. 3. Fluid front is perpendicular to pipe centerline. 4. The dry pipe valve opens instantly. File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 3 130- 125 120~ 115- 110• 105 100- 95- 90- 85- 80 - - 70- 65- 60- 55 i 50- 40- 35 30- 25- 20- 15- 10- srcl — Pressure, psi —Flow, gpm 5- 0 -5- -10 -2,900 -2,800 -2,700 -2,600 -2,500 -2,400 -2,300 •2,200 -2,100 -2,000 -1,900 -1,800 1,700 -1,600 -1,500 -1,400 1,300 -1,200 -1,100 -1,000 100 -800 -700 -600 -500 -400 300 ••200 :100 0 --100 0 1_. , , 10 15 Time, s 20 25 30 -200 -n 0 to .11 9 File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 4 DPV (n107) —Pressure, psi — Flow, gpm 125- 25- 120- 120- 115- 110- 105- 100- 95- 90- 85: 115- 110- 105 -100=95- 90- 85- 60- 75: 70: '05 0-75- 70- '05 65- a. ami 60- 55- & 50- 45- 40- 35- 30- 25: 20: 15- 10- 5 0-35-30- 25- 20- 15- 10- 5 0 -5- -10- 0 10- 0 =2,900 -2,800 -2,700 -2,600 -2,500 -2,400 -2,300 -2,200 =2,100 :2,000 ;1,900 :1,800 -1,700 -1,600 -1,500 -n -1,400 g -1,300 ' -1,200 3 :1,100 =1,000 -900 =800 -700 -600 500 -400 -300 -200 -100 -0 -100 --200 5 10 15 Time, s 20 25 30 File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 5 Pressure, psi BFP (n98) — Pressure, psi — Flow, gpm 130- 125- 120- 115- 110• 1057 1007 05- 100- 95 90- 85- 80- 75 - 0-85-80-75: 70- 65- 60 55- 50- 45- 40- 35- 30- 25- 20. 15 - 5- 40- 35-30-25- 20- 15- 10• 5: -2,900 -2,800 2,700 •2,600 •2,500 2,400 -2,300 -2,200 -2,100 2,000 -1,900 •-1,800 •1,700 -1,600 -1,500 •1,400 -1,300 1,200 •1,100 -1,000 •900 -800 700 600 •500 -400 -300 :.200 100 -0 -100 -200 10 15 Time, s • 20 25 30 3 File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 6 86= 84= 82' 80 78' 76 74 72 70= 68= 66-, 64 62= 60' 58= 56= 54' 52- 50' 48; 46- a44- 42 X40; n 38� k 36= 34 32 30= 28' 26' 24= 22 20 18 16- 14 12 10' 6' 4 2= 0: -2' -4' -6' -8 h96 — Pressure, psi — Flow, gpm -165 =160 -155 150 145 -140 -135 130 -125 -120 :115 :110 -105 -100 -95 -90 -85 -80 -75 -70 -65 :60 :-55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 -0 5 -10 --15 0 10 15 Time, s 20 25 30 -n 0 3 File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 7 c. h20 — Pressure, psi — Flow, gpm 90- 85- 80 75: 70- 65- 60- 55- 50- 45 - 0• 45- al 40 35- 30- 25 20 15- 10 -5- -170 165 160 155 150 145 140 135 130 -125 120 -115 -110 105 100 95 90 85 71 80 75 -70 3 -65 60 -55 :-50 45 -40 35 -30 -25 -20 -15 10 5 -0 :•.5 H10 •-15 5 10 15 Time, s i 20 25 30 File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 8 h18 — Pressure, psi —Flow, gpm 86' 84", 82- 80= 78= 76: 7'4 72= 70= 68 66" 64 62= 60 58- 56' 54= 52= 50= 48: 46= • 44; a 42 ;v 40 38: 0 34 32= 30. 28' 26= 24 22= 20 18: 16= 14= 12 10= 8; 6 2- 0: -2- -4' 0 ,165 =160 -155 -150 -145 -140 -135 -130 -125 :120 -115 =110 :105 :100 -95 :90 -85 -80 -75 -70 -65 ;60 :55 -50 -45 -40 -35 -30 -25 -20 -15 -10 -5 -0 -10 --15 10 15 Time, s 20 25 30 -n 0 tO B File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 9 90= 88~ 86H 84 82•. 80" 78� 76•' 74 72 70', 68 66 64 - 62' 60- 58� 56 54- 52 501 48H 'M 46- n - 44- 42= 40 m 38", 36 34 32H 304. 28' 26-, 24 22 20 18 h21 —Pressure, psi —Flow, gpm •165 160 -155 -150 145 -140 135 130 125 120 115 -110 105 100 -95 -90 85 -80 s 75 to -70 3 -65 -60 -55 -50 45 -40 -35 -30 .25 -20 -15 -10 -5 -0 :-5 -10 16- 14: 12 10 4� 2; -2= 4' -6 -8- 0 5 10 15 20 25 30 Time, s --15 File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 10 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n1 NODE 0 300.05 14 Node us.90 0 0 -25.32 n21 NODE 0 305.71 8 Node us.Tee 0 0 8.21 h6 16.8 305.75 16.5 Head HEAD 0 68 8.2 n4 NODE 0 303.65 -4.75 Node us.Tee 0 0 8.55 n22 NODE 0 307.03 8 Node us.Tee 0 0 16.1 h9 16.8 307.06 16.5 Head HEAD 0 68 16.09 n6 NODE 0 304.96 -4.75 Node us.Tee 0 0 16.44 n20 NODE 0 308.34 8 Node us.Tee 0 0 23.99 h12HEAD 16.8 308.38 16.5 Head 0 68 23.99 n8 NODE 0 306.28 -4.75 Node us.90 0 0 24.34 h18 16.8 308.39 -28.5 Head HEAD 0 120 23.98 n9 NODE 0 308.29 -4.75 Node us.Tee 0 0 24 h20 16.8 307.04 -19 Head HEAD 0 120 16.1 h21HEAD 16.8 307.07 -28.5 Head 0 120 16.09 n10 NODE 0 306.98 -4.75 Node us.Tee 0 0 16.11 h24HEAD 16.8 305.76 -28.5 Head 0 120 8.2 n11 NODE 0 305.66 -4.75 Node us.Tee 0 0 8.22 n14 NODE 0 299.5 -4.75 Node us.90 0 0 -16.35 n23 NODE 0 304.4 8 Node us.Tee 0 0 0.32 h27HEAD 16.8 304.43 16.5 Head 0 68 0.31 n15 NODE 0 302.33 -4.75 Node us.Tee 0 0 0.66 n16 NODE 0 304.35 -4.75 Node us.Tee 0 0 0.33 h30HEAD 16.8 304.44 -27 Head 0 120 0.31 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 11 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n24 NODE 0 303.08 8 Node us.Tee 0 0 -7.57 h33HEAD 16.8 303.12 16.5 Head 0 68 -7.58 n17 NODE 0 301.02 -4.75 Node us.Tee 0 0 -7.23 n18 NODE 0 303.03 -4.75 Node us.Tee 0 0 -7.56 h35HEAD 16.8 303.08 -17.5 Head 0 120 -7.57 h36HEAD 16.8 310.11 7.99 Head 0 100 23.7 h37HEAD 16.8 307.48 7.99 Head 0 100 7.91 h38 16.8 308.79 7.99 Head HEAD 0 100 15.81 h39HEAD 16.8 306.16 7.99 Head 0 100 0.02 h40 16.8 304.85 7.99 Head HEAD 0 100 -7.87 h41 16.8 300.39 14 Head HEAD 0 120 -23.35 h43 16.8 301.81 19 Head HEAD 0 120 -15.47 n25 NODE 0 299.7 -6.5 Node us.90 0 0 -15.12 h44 5.6 302.66 -6.5 Head HEAD 0 100 -15.61 n26 NODE 0 298.39 2 Node us.Tee 0 0 -23.01 n27 NODE 0 298.06 4 Node us.90 0 0 -24.98 h45 5.6 301.37 2.25 Head HEAD 0 100 -23.25 n28 NODE 0 298.04 14 Node us.Tee 0 0 -24.98 n29 NODE 0 297.95 53.75 Node us.Tee 0 0 -24.98 n30 NODE 0 297.9 81.5 Node us.90 0 0 -24.98 n31 NODE 0 299.7 -4.75 Node us.Tee 0 0 -15.12 n32 NODE 0 301.72 -4.75 Node us.90 0 0 -15.46 n33 0 300.39 19 Node NODE 0 0 -23.35 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 12 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n34 0 300.39 9 Node NODE 0 0 -23.35 h47 16.8 303.15 77.5 Head HEAD 0 76 -7.59 n45 NODE 0 303.07 59.58 Node us.Tee 0 0 -7.59 n38 NODE 0 298.28 53.75 Node us.Tee 0 0 -23.01 h50HEAD 16.8 304.88 59.58 Head 0 100 -7.89 n47 NODE 0 300.42 53.75 Node us.Tee 0 0 -23.37 h51 16.8 303.17 26 Head HEAD 0 76 -7.59 n48 NODE 0 303.13 34.25 Node us.Tee 0 0 -7.59 h55 16.8 304.92 34.26 Head HEAD 0 100 -7.59 h56 16.8 308.41 77.5 Head HEAD 0 76 23.98 n49 NODE 0 308.34 59.58 Node us.Tee 0 0 23.98 n51 NODE 0 306.17 53.75 Node us.90 0 0 24.34 n52 NODE 0 308.31 53.75 Node us.Tee 0 0 23.98 h58HEAD 16.8 310.14 59.58 Head 0 100 23.68 n53 NODE 0 308.39 34.25 Node us.Tee 0 0 23.98 h61 16.8 310.18 34.26 Head HEAD 0 100 23.98 h62HEAD 16.8 308.43 26 Head 0 76 23.98 h63HEAD 16.8 307.1 77.5 Head 0 76 16.09 n54 NODE 0 307.02 59.58 Node us.Tee 0 0 16.09 n56 NODE 0 304.86 53.75 Node us.Tee 0 0 16.44 n57 NODE 0 307 53.75 Node us.Tee 0 0 16.09 h65 16.8 308.83 59.58 Head HEAD 0 100 15.79 n58 NODE 0 307.08 34.25 Node us.Tee 0 0 16.09 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 13 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft h68HEAD 16.8 308.87 34.26 Head 0 100 16.09 h69HEAD 16.8 307.11 26 Head 0 76 16.09 h70HEAD 16.8 305.78 77.5 Head 0 76 8.2 n59 NODE 0 305.71 59.58 Node us.Tee 0 0 8.2 n61 NODE 0 303.54 53.75 Node us.Tee 0 0 8.55 n62 NODE 0 305.68 53.75 Node us.Tee 0 0 8.2 h72HEAD 16.8 307.51 59.58 Head 0 100 7.9 n63 NODE 0 305.76 34.25 Node us.Tee 0 0 8.2 h75HEAD 16.8 307.55 34.26 Head 0 100 8.2 h76 16.8 305.8 26 Head HEAD 0 76 8.2 h77HEAD 16.8 304.46 77.5 Head 0 76 0.31 n64 NODE 0 304.39 59.58 Node us.Tee 0 0 0.31 n66 NODE 0 302.23 53.75 Node us.Tee 0 0 0.66 n67 NODE 0 304.37 53.75 Node us.Tee 0 0 0.31 h79HEAD 16.8 306.2 59.58 Head 0 100 0.00 n68 NODE 0 304.45 34.25 Node us.Tee 0 0 0.31 h82HEAD 16.8 306.24 34.26 Head 0 100 0.31 h83 16.8 304.48 26 Head HEAD 0 76 0.31 h84 16.8 300.52 78 Head HEAD 0 80 -23.37 n71 NODE 0 300.91 53.75 Node us.Tee 0 0 -7.23 n72 NODE 0 303.05 53.75 Node us.Tee 0 0 -7.59 h87HEAD 16.8 300.42 29 Head 0 80 -23.37 n74 NODE 0 299.6 53.75 Node us.Tee 0 0 -15.12 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 14 Job : Bow Lake Transfer Station Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n75 NODE 0 301.74 53.75 Node us.Tee 0 0 -15.48 h90 16.8 301.84 78 Head HEAD 0 80 -15.48 h93 16.8 301.74 29 Head HEAD 0 80 -15.48 n78 NODE 0 297.56 81.5 Node us.90 0 0 29.43 n79 NODE 0 297.46 126.55 Node us.90 0 0 74.48 n87 0 276.67 131.85 Node NODE 0 0 79.78 n88 NODE 0 276.17 131.85 Node us.90 0 0 79.78 n89 NODE 0 270.5 131.85 Node us.90 0 0 79.78 n90 NODE 0 270.5 142.46 Node us.90 0 0 69.18 n91 NODE 0 270.5 162.96 Node us.90 0 0 89.68 n92 NODE 0 270.5 162.96 Node us.90 0 0 347.68 n93 NODE 0 270.5 145.96 Node us.90 0 0 347.68 n94 NODE 0 270.5 145.96 Node us.90 0 0 350.68 n95 NODE 0 270.5 156.59 Node us.90 0 0 353.53 n96 NODE 0 270.5 157.56 Node us.90 0 0 353.79 n97 NODE 0 270.5 159.49 Node us.90 0 0 354.31 n98 NODE 0 270.5 158.19 Node us.90 0 0 359.14 n99 NODE 0 270.5 156.81 Node us.90 0 0 364.29 n100 NODE 0 270.5 155.61 Node us.90 0 0 368.79 n101 NODE 0 270.5 158.11 Node us.90 0 0 373.12 n102 NODE 0 270.5 228.62 Node us.90 0 0 392.02 n103 NODE 0 270.5 229.58 Node us.90 0 0 392.28 srcl 0 270.5 230.55 Supply SUPPLY 0 0 392.54 Date 2/16/2011 Hydraulic Calculations / Fluid Delivery Time Analysis Node Data File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 15 Job : Bow Lake Transfer Station Node Data Node# Type Hgroup Fitting K -Fact. Stat. Pres. Elev Coverage X Y gpm/psi1/2 psi ft sq.ft ft ft n107 0 281.08 126.55 Node NODE 0 0 74.48 n108 0 279.75 126.55 Node NODE 0 0 74.48 n109 0 279.33 126.55 Node NODE 0 0 74.48 n110 0 278.83 126.55 Node NODE 0 0 74.48 n111 NODE 0 278.17 126.55 Node us.90 0 0 74.48 n113 NODE 0 278.17 131.85 Node us.90 0 0 79.78 n114 0 308.39 -29 Node NODE 0 0 23.98 n115 NODE 0 308.39 -31 Node us.90 0 0 23.98 n116 NODE 0 306.39 -31 Node us.90 0 0 23.98 n117 NODE 0 306.39 -32 Node us.90 0 0 23.98 h96HEAD 16.8 278.39 -32 Head 0 100 23.98 Hydraulic Calculations I Fluid Delivery Time Analysis File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 16 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b124 Brline n117 h96 10 2 28 1(us.90); 6.15 34.15 b123 Brline n116 n117 40 2 1 1(us.90); 5 6 b122 Brline n115 n116 40 2 2 1(us.90); 5 7 b121 Brline n114 n115 40 2 2 0 2 b120 Brline h18 n114 10 3 0.5 0 0.5 f8 Fmain n113 n111 10 8 7.5 1(us.90); 22.16 29.66 f7 Fmain n111 n110 10 6 0.67 1(us.90); 17.6 18.27 v4 Valve n110 n109 TFP1550 CV -1 8 0.5 0 0.5 f6 Fmain n109 n108 10 6 0.42 0 0.42 DPI. DPV n108 n107 DPV-1 6 1.33 0 1.33 U14 Undergrnd srcl n103 DI350 10 1 0 1 v3 Valve n103 n102 TFP1550 CV -1 10 1 0 1 U13 Undergrnd n102 n101 DI350 10 73 0 73 U12 Undergrnd n101 n100 DI350 10 5 1(us.90); 38.13 43.13 U11 Undergrnd n100 n99 DI350 10 4.67 1(us.90); 38.13 42.8 BF1 BFP n99 n98 AMES 400 10 5.33 0 5.33 U10 Undergrnd n98 n97 DI350 10 5 0 5 U9 Undergrnd n97 n96 DI350 10 2 1(us.90); 38.13 40.13 v2 Valve n96 n95 TFP1550 CV -1 10 1 0 1 U8 Undergrnd n95 n94 DI350 10 11 0 11 U7 Undergrnd n94 n93 DI350 10 3 1(us.90); 38.13 41.13 U6 Undergrnd n93 n92 DI350 10 17 1(us.90); 38.13 55.13 U5 Undergrnd n92 n91 DI350 10 258 1(us.90); 38.13 296.13 U4 Undergrnd n91 n90 DI350 10 29 1(us.90); 38.13 67.13 U3 Undergrnd n90 n89 DI350 10 15 1(us.90); 38.13 53.13 U2 Undergrnd n89 n88 DI350 10 5.67 1(us.90); 38.13 43.8 U1 Undergrnd n88 n87 10 10 0.5 0 0.5 f5 Fmain n87 n113 10 8 1.5 0 1.5 fd29 FeedMain n107 n79 10 6 16.38 0 16.38 fd28 FeedMain n79 n78 10 6 63.71 1(us.90); 17.6 81.31 fd27 FeedMain n78 n30 10 6 54.42 1(us.90); 17.6 72.02 b113 Brline n75 h93 10 3 24.75 0 24.75 b112 Brline n75 h90 10 3 24.25 0 24.25 rn14 Rnppl n74 n75 40 3 2.17 1(us.Tee); 15 17.17 b110 Brline n47 h87 10 3 24.75 0 24.75 rn13 Rnppl n71 n72 40 3 2.17 1(us.Tee); 15 17.17 b106 Brline n47 h84 10 3 24.25 0 24.25 b102 Brline n68 h83 10 3 8.25 0 8.25 s17 Sprig n68 h82 40 1 1.79 1(us.Tee); 5 6.79 b99 Brline n67 n68 10 3 19.5 0 19.5 rn12 Rnppl n66 n67 40 3 2.17 1(us.Tee); 15 17.17 b98 Brline n67 n64 10 3 5.83 0 5.83 s16 Sprig n64 h79 40 1 1.83 1(us.Tee); 5 6.83 b96 Brline n64 h77 10 3 17.92 0 17.92 Date 2/16/2011 File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 17 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft b94 Brline n63 h76 10 3 8.25 0 8.25 s15 Sprig n63 h75 40 1 1.79 1(us.Tee); 5 6.79 b91 Brline n62 n63 10 3 19.5 0 19.5 rnll Rnppl n61 n62 40 3 2.17 1(us.Tee); 15 17.17 b90 Brline n62 n59 10 3 5.83 0 5.83 s14 Sprig n59 h72 40 1 1.83 1(us.Tee); 5 6.83 b88 Brline n59 h70 10 3 17.92 0 17.92 b86 Brline n58 h69 10 3 8.25 0 8.25 s13 Sprig n58 h68 40 1 1.79 1(us.Tee); 5 6.79 b83 Brline n57 n58 10 3 19.5 0 19.5 rn10 Rnppl n56 n57 40 3 2.17 1(us.Tee); 15 17.17 b82 Brline n57 n54 10 3 5.83 0 5.83 s12 Sprig n54 h65 40 1 1.83 1(us.Tee); 5 6.83 b80 Brline n54 h63 10 3 17.92 0 17.92 b78 Brline n53 h62 10 3 8.25 0 8.25 sll Sprig n53 h61 40 1 1.79 1(us.Tee); 5 6.79 b75 Brline n52 n53 10 3 19.5 0 19.5 rn9 Rnppl n51 n52 40 3 2.17 1(us.90); 7 9.17 b74 Brline n52 n49 10 3 5.83 0 5.83 s10 Sprig n49 h58 40 1 1.83 1(us.Tee); 5 6.83 b72 Brline n49 h56 10 3 17.92 0 17.92 b70 Brline n48 h51 10 3 8.25 0 8.25 s9 Sprig n48 h55 40 1 1.79 1(us.Tee); 5 6.79 b67 Brline n72 n48 10 3 19.5 0 19.5 b62 Brline n72 n45 10 3 5.83 0 5.83 b61 Brline n45 h47 10 3 17.92 0 17.92 s8 Sprig n45 h50 40 1 1.83 1(us.Tee); 5 6.83 m18 Cmain n56 n51 10 6 8 0 8 m17 Cmain n61 n56 10 6 8 0 8 m16 Cmain n66 n61 10 6 8 0 8 m15 Cmain n71 n66 10 6 8 0 8 m14 Cmain n74 n71 10 6 8 0 8 m13 Cmain n38 n74 10 6 8 0 8 m12 Cmain n29 n38 10 6 2 1(us.Tee); 37.72 39.72 rn8 Rnppl n38 n47 40 3 2.17 1(us.Tee); 15 17.17 b56 Brline h41 n34 40 1.5 5 0 5 b55 Brline h41 n33 40 1.5 5 0 5 b54 Brline nl h41 40 2 2 1(us 90); 5 7 b53 Brline n32 h43 10 3 23.75 1(us..90); 9.41 33.16 rn7 Rnppl n31 n32 40 3 2.04 1(us.Tee); 15 17.04 fd26 FeedMain n30 n29 10 6 27.75 1(us.90); 17.6 45.35 fd25 FeedMain n29 n28 10 6 39.75 0 39.75 fd24 FeedMain n28 n27 10 6 10 0 10 s7 Sprig n26 h45 40 1 3 1(us.Tee); 5 8 Date 2/16/2011 File: Zone 8.tyc Copyright © 2002-2008 Tyco Fire and Building Products Page 18 Job : Bow Lake Transfer Station Pipe Data Hydraulic Calculations / Fluid Delivery Time Analysis Pipe Ref. Type Start End Material Size Length Fittings Eq.Len. Total Len. ft ft ft m8 Cmain n27 n26 10 6 2.83 1(us.90); 17.6 20.44 m7 Cmain n26 n14 10 6 9.54 0 9.54 s6 Sprig n25 h44 40 1 3 1(us.90); 2 5 oa1 Oarm n31 n25 40 1.25 1.75 1(us.Tee); 6 7.75 s5 Sprig n24 h40 40 1 1.79 1(us.Tee); 5 6.79 s4 Sprig n23 h39 40 1 1.79 1(us.Tee); 5 6.79 s3 Sprig n22 h38 40 1 1.79 1(us.Tee); 5 6.79 s2 Sprig n21 h37 40 1 1.79 1(us.Tee); 5 6.79 sl Sprig n20 h36 40 1 1.79 1(us.Tee); 5 6.79 b42 Brline n18 h35 10 3 12.75 0 12.75 rn6 Rnppl n17 n18 40 3 2.04 1(us.Tee); 15 17.04 b41 Brline n24 h33 10 3 8.5 0 8.5 b40 Brline n18 n24 10 3 12.75 0 12.75 b36 Brline n16 h30 10 2 22.25 0 22.25 rn5 Rnppl n15 n16 40 3 2.04 1(us.Tee); 15 17.04 b35 Brline n23 h27 10 3 8.5 0 8.5 b34 Brline n16 n23 10 3 12.75 0 12.75 m6 Cmain n14 n31 10 6 1.25 1(us.90); 17.6 18.85 m5 Cmain n31 n17 10 6 8 0 8 m4 Cmain n17 n15 10 6 8 0 8 b29 Brline n11 h24 10 2 23.75 0 23.75 b27 Brline h20 h21 10 2 9.5 0 9.5 b26 Brline n10 h20 10 2 14.25 0 14.25 b23 Brline n9 h18 10 2 23.75 0 23.75 b16 Brline n11 n21 10 3 12.75 0 12.75 b14 Brline n10 n22 10 3 12.75 0 12.75 b13 Brline n9 n20 10 3 12.75 0 12.75 m3 Cmain n6 n8 10 6 8 0 8 m2 Cmain n4 n6 10 6 8 0 8 m1 Cmain n15 n4 10 6 8 0 8 rn4 Rnppl n8 n9 40 3 2.04 1(us.90); 7 9.04 rn3 Rnppl n6 n10 40 3 2.04 1(us.Tee); 15 17.04 rn2 Rnppl n4 n11 40 3 2.04 1(us.Tee); 15 17.04 ml Rnppl n28 nl 40 2 2.04 1(us.Tee); 10 12.04 bll Brline n20 h12 10 3 8.5 0 8.5 b8 Brline n22 h9 10 3 8.5 0 8.5 b5 Brline n21 h6 10 3 8.5 0 8.5 File: Zone 8.tyc Date 2/16/2011 Copyright © 2002-2008 Tyco Fire and Building Products Page 19 NOTE: 1) DRY SYSTEM GROOVED PIPE COUPLINGS TO BE SUPPLIED WITH FLUSH SEAL GASKETS. 14) EXISTING 3" BRANCH LINE NEW 3x11/2 GRV. L.- CAP 4- / .1T.V F-1 n BELOW F.F. '--11" 6H 6H 6H 1 1/2" FOW 774- %C.P Withc:.t Comments o As Red o Per Th N:tached Letter These plans have beer; ieviewed by The Tukwila Fire Prevention Bureau frii. CurreilL City I standards. Accep.ztr',:.,s' omissions whic'o c;;' adopted standards ane or the adequacy of de5i,:jh Additions, deletc;.,.,.,, :•.;:,wings after this date wiii 1 resubmittai of Final acceptance is inspection by The Tukwila Fire Pfev:-:liCKY11 Date: CP a7-)?- By:__Ana.11,1 • 20 TUKWILA FIRE DEPARTMENT Please ll 206-575-4407 and give this Fire i3ermit No. and exact address for shut- down or restoration approval. c, 0-8 ZONE 8 FLOOR PLAN PS-200—EH STRUT W/ PIPE CLAMP AND 3/8" HILTI KWIK BOLTS "U" HANGER DETAIL (BALER EQUIPMENT) SCALE: 1/Er = PAID .loo— JUN 27 2012 4ktf4taced3 T WILA FIRE : $ Al • x to A "U" HOOK R B COACH SCREW ROD ..s..4 D BM. CLAMP W/ "STRAP '----,..„b: E EYELET ,,.. F FLUSH SHELL 4.4 CEILING FLANGE H SIDE BEAM BRACKET 1 SHORT CLIP 41 ill ALL THREAD ROD / 4- / .1T.V F-1 n BELOW F.F. '--11" 6H 6H 6H 1 1/2" FOW 774- %C.P Withc:.t Comments o As Red o Per Th N:tached Letter These plans have beer; ieviewed by The Tukwila Fire Prevention Bureau frii. CurreilL City I standards. Accep.ztr',:.,s' omissions whic'o c;;' adopted standards ane or the adequacy of de5i,:jh Additions, deletc;.,.,.,, :•.;:,wings after this date wiii 1 resubmittai of Final acceptance is inspection by The Tukwila Fire Pfev:-:liCKY11 Date: CP a7-)?- By:__Ana.11,1 • 20 TUKWILA FIRE DEPARTMENT Please ll 206-575-4407 and give this Fire i3ermit No. and exact address for shut- down or restoration approval. c, 0-8 ZONE 8 FLOOR PLAN PS-200—EH STRUT W/ PIPE CLAMP AND 3/8" HILTI KWIK BOLTS "U" HANGER DETAIL (BALER EQUIPMENT) SCALE: 1/Er = PAID .loo— JUN 27 2012 4ktf4taced3 T WILA FIRE HANGER LEGEND A "U" HOOK R B COACH SCREW ROD D BM. CLAMP W/ "STRAP '----,..„b: E EYELET ,,.. F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U (SEE DETAIL) V W X Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE -•...—...- 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE ± 9°1 STRUCTUREIPIPETOIN CENTER SPFINKLER LEGEND cf, ' Gs g S 1INKLER ORIE SIZES 0 J TYPE x 0 Er. 0 z W z w a- w la 1,1 I- In 1 5 3 7 1 0 ® 1/2 2 SPRAY 16 8 16 2 ' 0 11, Ain 1" 3 17 0 3/4" 4 32 SPRAY 0 1" 1 -i- 3 7 1 --8-- -IT <1 <]l/2 7 SIDEWALL < I. —DRYTYPE 2 4 • 1" I STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN o 165 ' 0 v, 0 ,000.Inc. p 1i *i,. 0 212 a 1/2 4 1" .00`eccertinc,,, .4. opc, As 44 g• 0 286 a 1* Cii) 1/2" ee BgE 350 " 1" (0 1" s se k(s`96,04P174.,4+ die.T, ArAilLoo. * e 4 APPROVAL REQUIRED , .s. lb, ' CITY OF TUKWILA % No i'• °coon sp01- ,04$ FACTORY MUTUAL rough Ewe° OWNER I SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY IE RELIABLE G STD. RESP. SSU 314. 8.0 BRONZE NA. 286' 3 TOTAL 3 QUAUTY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA PIPE NOTES 1) THREADED PIPING TO BE ASTM A53 SCHEDULE 40 GALVANIZED IMPORT. 2) GROOVED PIPING TO BE ASTM A53 SCHEDULE 10 GALVANIZED IMPORT. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE, WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH • TUKWILA, WASHINGTON 98188 ZONE 8 PATRIFP099CF RIOT WWW. PAIR I OTFIR E. COM @patriotfire.corn FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX: (253) 922-6150 DESIGNER DAVID HANKINS SHEET DATE 6-26-12 Fp.5A JOB NO. 11-1785 OF ALL RIGHTS RESERVED. ©COPYRIGHT 2007-2013 BY REDHAWK FIRE & SECUI C J 0 PLOT DATE: 28 -Jun -2013 Symbol Legend SYMBOL QTY DESCRIPTION MOUNTING REQUIREMENTS MANUFACT. PART NUMBER A 1 Intelligent Photo Smoke Detector 4 Square Deep w/ 3" Round Ring Silent Knight SK -PHOTO w/ B201 LP r 1 pair 14AWG Fire Rated Cable (FPLP) 60993B 1 Intelligent Monitor Module 4 Square Deep Silent Knight SK -MONITOR IM Red Jacket w/ White Stripe 1 , 3 Heat Detector. 135' Rate Comp.: Vertical Mount Outdoor 4 Square Deep w/ 3" Round Ring Notifier 302 -AW -135 Data (SLC) Circuit 1 Wall Horn w/ Strobe 15cd: White 4 Square Deep w/ 1 Gang Ring; Mounted at 80° to Bottom System Sensor P2W Data (SLC) Wet Locations 1 Wall Horn w/ Strobe 110cd: Weatherproof: White SA-WBB Back Box: Surface Mount at 80" to Bottom System Sensor P2WK QJ -- Fire Alarm System "J" Box (6x6x6) Sized for Conductor Fill i s e ®► a X2:'1 32 TENS CMS Supplied by Electrical Contractor Notes: 1- Device shown for identification only 2- Devices shown on FA Drawings in a Gray Scale are Existing Devices and may not be included in the above Symbol Legend 3- Current Sensing Relay for 120VAC Applications: Use Functional Devics i RIBXGHTA (120VAC 0.75-150A) 4- Current Sensing Relay for 480VAC Applications: Use Functional Devices i RIBXLCRA (480VAC/3-Phase 1.5-150A) Wire Legend SYMBOL DESCRIPTION WEST PENN P.N. COLOR CODING TYPE OF CIRCUIT APPLICATION NOTES A 1 pair 14AWG Fire Rated Cable (FPLP) 60993B Red Jacket w/ No Stripe Conventional (IDC) Circuit 0.2153. 0 0 C 1 pair 14AWG Fire Rated Cable (FPLP) 60993B Red Jacket w/ White Stripe Audible (NAC) or NAC Power Circuit O. 0 0.1120 C 1 pair 14AWG Fire Rated Cable (Wet Location) AQ226 Red Jacket w/ White Stripe Audible (NAC) or NAC Power Wet Location P2W Wel Horn -d S` the set at75cd D 1 pair 16AWG Twisted \ NON Shielded Fire Rated Cable (FPLP) 60991 B Red Jacket w/ No Stripe Data (SLC) Circuit I ==,r $ t Qtr Stec De lecbr vul Phot lieu D 1 pair 16AWG Twisted \ NON Shielded Fire Rated Cable (Wet Location) AQ225 Red Jacket w/ No Stripe Data (SLC) Wet Locations 0.00{0 0.0070 Notes: 1- Wire Manufacturer is for Reference Purpose Only. When using other Manufacture, ensure proper Cross Reference 2- FPLP can be used in most all applications with the exclusion of Wet and Circuit Integrity Requirements 3- Install wiring per NEC. Use cable type consistent with NEC requirements, IE plenum, riser, underground, etc. 4- The Y Fiber Optic cable listed is a BELDEN Cable part number as West Penn no longer supports Fiber Optic Cable 5- When using Y Cable (Copper Wire): wire must be installed in a continuous path point-to-point. ABSOLUTLEY NO SPLICES ARE ALLOWED. Flog Notes NOTE j 'DESCRIPTION 34 Device Address Assigned by RedHawk Fire & Security Field Technician once On -Site FACP - S K58(L CteputType »> as _ Aires_ c NAC S1nc P1-1 : Hotpot #2 AfACSyno P1-2 Cutput#3 PAC Sync P1-3 Output #4 RAC Sync P1-4 Tct3IC3y TEO Building Fee Alarm SK-5820XL (FACP) Part# Descriptors: P2W MI Hoar WI l5cd 0.0000. 0.0880 1 0.2153. 0 0 0.2150 0.3850 r 2 . r-3---- 1 P2W VIA Hary sed Strobe set at30Cci 0.020 0.0250 O. 0 0.1120 13 iSK-PHOTO I : • ntPhob Stroke De. or 0.0003 0,0003 0.0039 0,0039 0 P2W Wel Horn -d S` the set at75cd 5a7' 0.0000 0.1 •:0 0.0000 0.003010 5 12 i SN -DUCT I ==,r $ t Qtr Stec De lecbr vul Phot lieu O P2W V He rid Sino: set at95ai F* 6 0_C#3f70 0.1500 Dud De r Ramie Indicator wiTestSwill 0.00{0 0.0070 w0 127' 0 P2V1K '. Nom el State set at 110ai _ 0.0001 0.0004 0_t' 30 021003 1 'D'= DETECTOR 'Ar=MODULE NOTE A DETECTOR &MODULE MAY HAVE THE SAME FIED ADDRESS i s e ®► a X2:'1 32 TENS CMS ! o Vii) 1 SW at 15a1 i 0.0000 0.0110 Aures Dt i l+to le D b / D D D a b 0 SW ',' 5eobe set at3Ocd € 0_0000 0.0S60 0.0001 0.0004 0.0001 0.0 S 10127 s : s 1M127 0 SWStrobeset a175ai 0.0000 0.1530 0.0}012 0.0012 NOTIFICATION I VISUAL CIRCUITS: 1 :50323 CIRCUIT TYPE 0 &robeset a195ai i 0.0000 0.1754 Manual Manual Pull Station wI Key Lock - WI' 'C' = FACP MC CIRCUIT 0.oM1 t:d 0e 15.X3301 4 SW a set at 110cd 1 0.0 4.150 'N' = APS NAC CIRCUIT '7 = 24VDC POWER CIRCUIT 'R' = 24VDC RESET POWER CIRCUIT '5'=STROBE 18 1 UV De lir ` Diao rinittS% 0 P�G2W 9 Hone w/ *�rbe set ai 15ad 1 0 OOQO 0030380 'V=VOICE�SPEAKERCIRCUIT (1 SUB.CIRCUIT NIASER 0.0150 0,0150 0) PCZW g<liom rut Sfr+obe set at 3€3ai g tom wI ctbe set at 75cd ` 0.00 0.1120 0.0 00 0.1E80 0.0000 0.1.t30 0.0000 0,1050 0 000030 io 192 r 20 r,DTK-4LVLP-LV 3 jFCPS24-S8 : SK -CONTROL Surge Sup ,4pr,14-30 VDC,16•22 0 D 0 PC2W PC2Wlrrtxwl03rotreseiSSad PC2W g Hctm wt r+atae setae t0kri 10.00x10 0.2100 Nom vud Stobe ascot 110cd 0,4003 0z100 0. 0,2100 ` 23 O SOW 1 0.00033 0.0710 0. 0,0 I ? "' -_--- �....__...._-.«_. 0 SOW ci Szol a at 303ad 10.003130 0.03960 '� 0. 0 SCw mbe set at 75x3 10.03030 0 0.1530 0, 0.0300 ...? :,...<..,....._ Z _' '35'=13ke 1 0 SOWCain Strobe seat 95ai ( 0.000 0,1750 i Tr=177x1 '85'=1$ zl _ 0 SOW9 set 1lead 10,0000 0.1 50 'W: HO HORN ONLY 'F-SPEAKERONLY SYSTEM SENSOR HORN DB SETTINGS: wHEELoa ADJUST HORN DBSET SETTINGS l_ i' y_`NGS/ '1' 0 Soled A'V13evit T jt MED T=TTEMP3L l I I I I I \� s.716,..\\*_.} '4'=DONT HI 's'=coNTr OW� BATTERY LOAD CALC for FACP - SK582C1XL• 0 Select IA ' Devi* Total Stand Current Tcal Alarm Current 33 A#1 ec3 (Ali) ' ed (AH) (AH) 24 ' Hours S y 0 Select ,Wpew : 5 it'Brt _ Alerrrr 1.354 0.1 Total A 14.0 O AMC'Pe � No Voice Eva ? Fact= (AM) = 2d No . P• ? 0 iA'Wy]'W l 4yP' SelectDevice: �' 18.0 0 Select ANDev;. 0 Select ArVDet: 0 Select All/Devoe, 0 Select NI/Device: 0 Select ,l'VDe: _ 0 #i: Devices per Cirosit Total Standby Ctratit Ga (3)- 'rota AlannCircutCa eddM,s(1) ' #re Galas Used (wig): Grout L.er(i1: Estneled V e Drop (dc): andel. EQ.. Vr ge (do): 2 4 0 0 2 0.00 0. 0.ti 11 gt t Cil 162 .2811 0. 0.01760 OM O. r , 4NAG 14P G - 14A'hG 14NAG Old 3&4 500 0l 03 0.000 OTT 0.00 4.03 01.€101 Toed Airs 23.23. 24.00 ; ?,4.0 240 O. 1) Current Draw tleasteerrerebased at Ui.1971,1 r -33V, FAR Input trip db & Terrperal Pa&rt 2) 0 lour/WP Devices ha ve tie Mere Meagzed Current Draw es tie 'tabor Devices aid MAY nc limed sir Vie. 3) Wien the APS is cc riguredbr*Doers',.outrtt##4shutstorsionlossc1ACPoTherebe no Standby' Current Draw Lsstrhirtn BATTERY LO Ati MA7IMUUMt:ii, C:f 1r FACS' -SK 'rr ,: Tc Slave rcurrent Ida! A Ttta!An.p fAr m Betty A 1' rrsRet Rt Needed De Rallied eti{Ai#): e€i(AH). (tel): Rn Htxrrs y. 0:2150 52 the i rrrt 5 Tc itlarmGr. rt 6330 0.1 T AH 52 Eiacp Gere r? Yes %rc Eracrs i a% 9 (AFT): 8.8 t ACiTriS: 33LH ' Supplied: = 1 11.0 DEVICE DESIGNATION LEGEND: NOTIFIER ONYX ADDRESSABLE INITIATING DEVICES: FACP - SK58 PANEL SIGNAL'1ADDR2 Eat Eat' Sinnd t Ami T•a , Teti Stendby Akein DMESS Fire Alarm (FACP) Qtj: ' Part#: 1 1 i SK-5820XL Free Alarm Control Parcel 0.2153. 0 0 0.2150 0.3850 r 2 . r-3---- LOOP CIRCUIT (SLC) Rer tle Anntinciatir - 80 Chao 0.020 0.0250 O. 0.05030 13 iSK-PHOTO I : • ntPhob Stroke De. or 0.0003 0,0003 0.0039 0,0039 4 15 i 8201LP 5a7' PLUS 0.0000 0.003010 5 12 i SN -DUCT I ==,r $ t Qtr Stec De lecbr vul Phot lieu 0.0003 0.000 3 0. 6 0.0038 F* 6 2 IRIS -151 Dud De r Ramie Indicator wiTestSwill 0.00{0 0.0070 w0 127' EQUALS Address ble Manual Put Salta - Dual Acton 0.0001 0.0004 0.030332 0.0032 'D'= DETECTOR 'Ar=MODULE NOTE A DETECTOR &MODULE MAY HAVE THE SAME FIED ADDRESS i s e ®► a X2:'1 32 TENS CMS ! o Vii) 0.0004 0.0004 EXAMPLE: 24 1ST<-MOIVITt R-2 Aures Dt i l+to le D b / D D D a b 9 i SK_-MItvIM0N 3 "1C-C(3NTRC8. REMOVE TAB ONDAL FOR 0.0001 0.0004 0.0001 0.0 S 10127 s : s 1M127 e 15K -RE Y . ADDRESSES 100 AND ABOVE 0.0008 0.0003 0.0}012 0.0012 NOTIFICATION I VISUAL CIRCUITS: 1 :50323 CIRCUIT TYPE 0.0003 0.0000 Y 6 1PS-DAl.0B Manual Manual Pull Station wI Key Lock - WI' 'C' = FACP MC CIRCUIT 0.oM1 t:d 0e 15.X3301 ORAMPNUMBER UV Herne Detector � Nob #1) 0.0003 0.0000 'N' = APS NAC CIRCUIT '7 = 24VDC POWER CIRCUIT 'R' = 24VDC RESET POWER CIRCUIT '5'=STROBE 18 1 UV De lir ` Diao rinittS% CIRCUIT 0,. 0,0f000 17 'V=VOICE�SPEAKERCIRCUIT (1 SUB.CIRCUIT NIASER 0.0150 0,0150 18 T=AUDIO RISER CIRCUIT X) 0.0003 0.0350 0.4006 0,0000 0.0000 0,1050 0 000030 io 192 r 20 r,DTK-4LVLP-LV 3 jFCPS24-S8 : SK -CONTROL Surge Sup ,4pr,14-30 VDC,16•22 4-20A O R 8A NAC Power Supply;Outs 'A---ddresstileConkol Modul br Power Sr elle 0.0913 0.1450 0.000$ 0.0051 TE NOTIFICATION APPLIANCES: A'W' WITHIN THE DEVICE OR A WP ADJACENT TO THE DEVICE INDICATES THAT THIS DEVICE IS WEATHERPROOF '=1S ECANDELA 'S'= V=60cd T=75cd '91= 95cd 1 IP21NlCWel Nom vud Stobe ascot 110cd 0,4003 0z100 0. 0,2100 ` 23 1 i P2W Wed Horn w<Stc at 15cd BELJ.SIZEDESIGNATION 0. 0,0 I ? `llOcd '15'=115cd -_--- �....__...._-.«_. '6'=6'EiEIL 2913.0000 27 '� 0. _..-«..._.�.-(. T.= real. '10'=101E l -®?''=150©a 0, 0.0300 ...? :,...<..,....._ Z _' '35'=13ke 1 003 0... 0.00X1 0.000301 •12'=1YBELL i Tr=177x1 '85'=1$ zl NCTES: e por ed by a dedicated Power t pp i lccsbd in tie TiFloor Roem 'W: HO HORN ONLY 'F-SPEAKERONLY SYSTEM SENSOR HORN DB SETTINGS: wHEELoa ADJUST HORN DBSET SETTINGS l_ i' y_`NGS/ '1' = TEME'3 HI I I I I �;; jt MED T=TTEMP3L l I I I I I \� s.716,..\\*_.} '4'=DONT HI 's'=coNTr OW� FIRE ALARM GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHA, NEC AND CONTRACT DRAWINGS 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A U.L LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH . ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7: HELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER ANAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS.. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER 'END -OF -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO REDHAWK FIRE & SECURITY FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK FIRE & SECURITY TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH REDHAWK ARE & SECURITY PROJECT MANAGER. ALL REDHAWK FIRE & SECURITY HELD SERVICES MUST BE SCHEDULED WITH REDHAWK FIRE & SECURITY PROJECT MANAGER WITH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL. BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR. EARTH GROUNDS. SHIELDS WILL BE TIE TO GROUND ONLY AT THE FACP BY THE REDHAWK FIRE & SECURITY HELD TECHNICIAN. 15. MOUNT AUDIBLE/VISUAL DEVICE BACK:.X BETWEEN A MINIMUM OF 80' AFF TO A MAXIMUM OF 96' AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. REDHAWK ARE & SECURITY REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ ILSIS. 17. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED ARE ALARM CABLE 18. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED AT.A HEIGHT NO GREATER THAN 48' TO TOP AND NO LOWER THAN 36' TO BOTTOM. SYMBOL & WIRE STYLE INDENTIFICATION J -BOX __<r 1 5 OPEN CABLE 5- 2C,D WIREICABLE INDENTIFIER 2C=2 TYPE 'C' CABLES D =1 TYPE 'D' CABLE RACEwAYT CABLE INSTALLATION TYPES -5 DEMO/REMOVE CABLE FROM SERVICE ---2HR 2HR--- S 5- -.. X M - FLAG NOTE RACEWAY REQUIRED TO BE INSTALLED UTILIZING 2HR PROTECTION METHODS AC POWER (120, 240 or 480VAC) pari ENLARGED VIEWPORT BOUNDRIES I Lis TOP UNE INDICATES THE DETAIL # BOTTOM UNE INDICATES THE SHEET # SHEET NOTE WIRING DETAIL DIRECTION OF AIRFLOW THROUGH FSD ZONE / AREA BOUNDRIES ADA ROOM BOUNDRIES - - - 2HR RATED WALL •-•- 1HRRATED WALL mrri is • Letter Thee plans h7; Tukwila Fire rfe:�ention I r . :t'current City s=ndards. Rc ;,rs and omissions VVi31C „+;r+ s of adopted standards arta c • :, . , _;:;iiity for the adequacy of . :e designer, Additions, dhle c . _•;,.,;,, . drawings after this date will ve:-.. ti ;sot ,c:. 1 . i i! require a resubm1ttai of r viseo oralMng,s for :subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau, Date: 7-1 q - 3 By: /4-1"N 51(. PROJECT CONTACT INFORMATION: CUSTOMER: NAME: COCHRAN ELECTRIC FACP - SK58 Desa ipiort Eat Eat' Sinnd t Ami T•a , Teti Stendby Akein T30 Building SK -58200E tem Fire Alarm (FACP) Qtj: ' Part#: 1 1 i SK-5820XL Free Alarm Control Parcel 0.2153. 0 0 0.2150 0.3850 r 2 . r-3---- 2 5860R Rer tle Anntinciatir - 80 Chao 0.020 0.0250 O. 0.05030 13 iSK-PHOTO I : • ntPhob Stroke De. or 0.0003 0,0003 0.0039 0,0039 4 15 i 8201LP 6- Ddector 8ese 0.0033 0.0000 0.0000 0.003010 5 12 i SN -DUCT I ==,r $ t Qtr Stec De lecbr vul Phot lieu 0.0003 0.000 3 0. 6 0.0038 F* 6 2 IRIS -151 Dud De r Ramie Indicator wiTestSwill 0.00{0 0.0070 0.00013 0.0140 r 7 8 i SK -PULL -DA Address ble Manual Put Salta - Dual Acton 0.0001 0.0004 0.030332 0.0032 1 `SK -MO IITt3R All essableMontor Modue 0.0001 0.4004 0.0004 0.0004 9 24 1ST<-MOIVITt R-2 Aures Dt i l+to le 0.0003 0.0008 0.0192 0.0192 "10 r---- 1 t 9 i SK_-MItvIM0N 3 "1C-C(3NTRC8. Addressal lelvlbi &bnibr Waite Adm NAC Co rd i 0.0001 0.0004 0.0001 0.0 0.{X136 0.0036 -6: 2 4.00'12 y 12 e 15K -RE Y . AddressableReiay Module 0.0008 0.0003 0.0}012 0.0012 'r 13 ' i4 1 :50323 135' Heat Detetbr, Duel Contact Fixed Tempi 0.0003 0.0000 ` 0. *x `# 0. 6 1PS-DAl.0B Manual Manual Pull Station wI Key Lock - WI' 0.000) 0 0.oM1 t:d 0e 15.X3301 UV Herne Detector � Nob #1) 0.0003 0.0000 0.0X0 0.001Xf 18 3 1f02-M2SS560S21 UV De lir ` Diao rinittS% 0.40@ 0.0 0,. 0,0f000 17 - 1 €PR -1 120VAC Power Supervisory Relay 0,0153 0.0150 ' 0.0150 0,0150 18 3 I R -20E Aux Relay 2 Form'C' SPDT wi Enokoure - Ac 0.0003 0.0350 0.4006 0,0000 0.0000 0,1050 0 000030 io 192 r 20 r,DTK-4LVLP-LV 3 jFCPS24-S8 : SK -CONTROL Surge Sup ,4pr,14-30 VDC,16•22 4-20A O R 8A NAC Power Supply;Outs 'A---ddresstileConkol Modul br Power Sr elle 0.0913 0.1450 0.000$ 0.0051 02730 0 4350 0.0012 0.0153 22 1 IP21NlCWel Nom vud Stobe ascot 110cd 0,4003 0z100 0. 0,2100 ` 23 1 i P2W Wed Horn w<Stc at 15cd 0.0003 0.08811 0. 0,0 24 _-._...- #. y.-..- _._ _...«._-.«_ -_--- �....__...._-.«_. , 0.100 0.0000 O.i300 4.0- 2913.0000 27 0. _..-«..._.�.-(. 0, 0.0300 ...? :,...<..,....._ Z _' - ..... 003 0... 0.00X1 0.000301 P 30 i 0.03000 4.40017 NCTES: 1 The X'3301 F DeKbP3 a be por ed by a dedicated Power t pp i lccsbd in tie TiFloor Roem end net tootle FACP. BATTERY LOAD CALC for FACP - SK582C1XL• Total Current Drava- Told Amp Hours R TotalArro P i R flan Batery Size Needed Batty DLIkten Ac#rrl eatery Size Required R E3at ri0 Supplied: 0. 1.3536 Total Stand Current Tcal Alarm Current 33 A#1 ec3 (Ali) ' ed (AH) (AH) 24 ' Hours S y , 0.584 13 9 5 it'Brt _ Alerrrr 1.354 0.1 Total A 14.0 Yes BGener. No Voice Eva ? Fact= (AM) = 2d No . P• ? 11.9 MAXIMUM CHARGER CAPACIITY IS: 18.0 FIRE ALARM GENERAL NOTES: 1. INSTALLATION SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NFPA, LOCAL AND STATE AHA, NEC AND CONTRACT DRAWINGS 2. WIRE ROUTING IS DIAGRAMMATIC IN NATURE ONLY AND NOT INTENDED FOR ACTUAL CONDUIT ROUTING. 3. ALL CONDUIT SIZING AND ROUTING BY ELECTRICAL CONTRACTOR PER NEC AND AHJ. 4. THE SYSTEM SHALL BE MONITORED BY A U.L LISTED MONITORING STATION BEFORE AHJ TEST. 5. VERIFY ALL LOCATIONS OF DEVICES WITH . ELECTRICAL/ARCHITECTURAL PLANS. SCALE AND PLACE ALL DEVICE PER ELECTRICAL/ARCHITECTURAL PLANS. 6. FIELD VERIFY WATERFLOW, SMOKE DAMPERS AND DUCT DETECTORS LOCATIONS. 7: HELD VERIFY ALL WIRING LOCATIONS AND REQUIREMENTS FOR HVAC AND FAN CONTROL 8. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 36' OF ANY AIR DIFFUSER. 9. NFPA72 (2002) 5.7.1.11 REQUIRES THAT NO DETECTORS SHALL BE INSTALLED UNTIL AFTER ANAL CONSTRUCTION CLEAN-UP. DETECTORS THAT HAVE BEEN INSTALLED PRIOR TO CLEAN-UP MUST BE CLEANED OR REPLACED AND WILL BE INVOICED ON A T&M BASIS.. 10. FACP SHALL NOT BE ENERGIZED WITHOUT THE PRESENCE OF REDHAWK FIRE & SECURITY TECHNICIANS. 11. ALL CIRCUITS WILL BE PROPERLY TAGGED AND TESTED FOR OPENS, SHORTS, GROUNDS AND PROPER 'END -OF -LINE' RESISTANCE. EACH CIRCUITS METER READING MUST BE DOCUMENTED AND PRESENTED TO REDHAWK FIRE & SECURITY FIELD TECHNICIAN UPON ARRIVAL ONSITE FOR STARTUP & CHECKOUT. 12. A SET OF INSTALLATION AS -BUILT DRAWINGS SHOWING ACTUAL CONDUIT AND CONDUCTOR ROUTES SHALL BE KEPT BY PROJECT FOREMAN FOR USE BY REDHAWK FIRE & SECURITY TECHNICIAN. 13. AGREEMENT AND CONFIRMATION OF ALL MILESTONE EVENTS WILL BE MADE WITH REDHAWK ARE & SECURITY PROJECT MANAGER. ALL REDHAWK FIRE & SECURITY HELD SERVICES MUST BE SCHEDULED WITH REDHAWK FIRE & SECURITY PROJECT MANAGER WITH A MINIMUM OF 10 WORKING DAYS ADVANCE NOTICE. 14. NO TAPPING OF SIGNALING OR INITIATING ZONE CIRCUITS ARE ALLOWED. T -TAPPING OF STYLE 4 ADDRESSABLE CIRCUITS IS ALLOWED PROVIDING A SPLICE IS PROFESSIONALLY INSTALLED, POLARITY IS OBSERVED AND SHIELDS ARE CONTINUOUS AND FREE OF GROUNDS. SHIELDS MUST BE TERMINATED AT FACP ONLY. CABLE SHIELDS SHALL. BE SPLICED TOGETHER AT EVERY JUNCTION BETWEEN THE FACP AND THE LAST DEVICE ON EACH CABLE RUN. SHIELDS AND OTHER FIRE ALARM CONDUCTORS (EXCEPT POWER GROUNDS) SHALL BE INSULATED AND COMPLETELY FREE FROM CONDUIT OR. EARTH GROUNDS. SHIELDS WILL BE TIE TO GROUND ONLY AT THE FACP BY THE REDHAWK FIRE & SECURITY HELD TECHNICIAN. 15. MOUNT AUDIBLE/VISUAL DEVICE BACK:.X BETWEEN A MINIMUM OF 80' AFF TO A MAXIMUM OF 96' AFF. SEE FLOOR PLANS FOR CANDELA RATING OF EACH DEVICE INSTALLED. 16. AS-BUILTS ARE REQUIRED AT TIME OF AHJ ACCEPTANCE. REDHAWK ARE & SECURITY REQUIRED ELECTRICAL RED LINES WITHIN 2 WEEKS PRIOR TO AHJ ILSIS. 17. NO LINE VOLTAGE IN SAME CONDUIT AS POWER LIMITED ARE ALARM CABLE 18. ALL MANUAL PULL STATIONS ARE TO BE MOUNTED AT.A HEIGHT NO GREATER THAN 48' TO TOP AND NO LOWER THAN 36' TO BOTTOM. SYMBOL & WIRE STYLE INDENTIFICATION J -BOX __<r 1 5 OPEN CABLE 5- 2C,D WIREICABLE INDENTIFIER 2C=2 TYPE 'C' CABLES D =1 TYPE 'D' CABLE RACEwAYT CABLE INSTALLATION TYPES -5 DEMO/REMOVE CABLE FROM SERVICE ---2HR 2HR--- S 5- -.. X M - FLAG NOTE RACEWAY REQUIRED TO BE INSTALLED UTILIZING 2HR PROTECTION METHODS AC POWER (120, 240 or 480VAC) pari ENLARGED VIEWPORT BOUNDRIES I Lis TOP UNE INDICATES THE DETAIL # BOTTOM UNE INDICATES THE SHEET # SHEET NOTE WIRING DETAIL DIRECTION OF AIRFLOW THROUGH FSD ZONE / AREA BOUNDRIES ADA ROOM BOUNDRIES - - - 2HR RATED WALL •-•- 1HRRATED WALL mrri is • Letter Thee plans h7; Tukwila Fire rfe:�ention I r . :t'current City s=ndards. Rc ;,rs and omissions VVi31C „+;r+ s of adopted standards arta c • :, . , _;:;iiity for the adequacy of . :e designer, Additions, dhle c . _•;,.,;,, . drawings after this date will ve:-.. ti ;sot ,c:. 1 . i i! require a resubm1ttai of r viseo oralMng,s for :subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau, Date: 7-1 q - 3 By: /4-1"N 51(. PROJECT CONTACT INFORMATION: CUSTOMER: NAME: COCHRAN ELECTRIC ADDRESS: 12500 AURORA AVENUE N SEATTLE, WA 98133 . CONTACT: ED MONTGOMERY PHONE: 206-518-1375 FAX 206-368-3191 EMAIL: emoritgOMery@codlraniriC.com BUILDING OWNER: NAME: KING COUNTY SOLID WASTE DIVISION ADDRESS: KING STREET CENTER 201 S JACKSON STREET, SUITE 701 SEATTLE, WA 9814 CONTACT: NIA PHONE: 206-2%4466 . FAX: 206.296-0197 EMAIL: NIA . GENERAL CONTRACTOR: NAME: LYDIG CONSTRUCTION ADDRESS: 12100 NORTHUP WAY #B BELLEVUE, WA 98005 CONTACT: NIA PHONE: 425-885-3314 FAX: 425-881.2903 EMAIL: NIA FIRE ALARM I LIFE SAFETY PROVIDER: NAME: REDHAWK FIRE & SECURITY - FORMERLY CHUBB FIRE & SECURITY ADDRESS: 21312 30TH DRIVE SE, SUITE #103 BOTHELL, WA 98021 PHONE: 425.486.2600 FAX: 425.2611 SALESMAN: JOE SKVARLA . joe.skvarla@redhawkus.com EXT: 7616 PROJECT MANAGER: BRAD BURNHAM brad.bumham c@redhawkus.com . EXT: 7612 DESIGNER:. CHRIS NMARAFIOTI chris.marafoti@redhawkus.com . EXT: 7630 mem IRIN CgO AREA OF WORK TUKWILA FIRE HEPAR .. ,i• , . Please call 206-575-4407 and give. this Fire Permit No, and exact address for shut- down or restoration approval. NOTICE A completed; signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of. Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing, SITE=P SCALE: NONE PAID JUL --12013 TUKVVILA FIRE a a 274 /t ev WHEN PRINTED ON ANSI -0 (22x34) SCALE . NO SCALE DEVELOPMENT RELEASE DATE: 0611812013 RECYCLE BUILDING GENERAL NOTES & INFO FA -000 ©COPYRIGHT 2007-2013 BY REDHAWK FIRE & SECUIRTY SEATTLE: ALL RIGHTS RESERVED. PLOT DATE: 28 -Jun -2013 3 FA•108 FROM FACP IN ISO BUILDING (UNDERGROUND) 4_C, 8 FA -163 1 ; FA.108 1 C C 51 A' 11,M itpi RECYCLE BUILDING FAS LAYOUT SCALE: 1/8' = 11-0• I1! lra�1 3 FA•1l8 CRECYCLE BUILDING REFLECTED CEILING PIAN SCALE: i/e'•ra STANDING SEAM IATL ROOF 111 111111111 II ISI II III 11 II • • • • (LITTER LEADER LEADER WEST BUILDING ELEVATION SIGN 602-1— it it ;I 11 CURB FLASHING CURS -1 EAST BUILDING ELEVATION SCALE: I/8' -11-4. NORTH BUILDING ELEVATION GUTTER RAIN LEADER SCALE: I/8' -1'-0' ,BUILDING CRO S SECTION SCALE: I/8' =1'-0' 0'0 -OOH t 7CONCRETE wA FLASHING 6 SOUTH BUILDING ELEVATION SCALE: I/8' = I'-0' BUILDING CROSS SECTION SCALE: 1/8' =1'-0' SCALE: in = 1'-0" 16 8 6 4 2 0 WHEN PRINTED ON ANSI.D (22x34) 2§ a ^000 Rgo a� e HIM o IT SUBMITTAL SET SCALE DEYB.OP 118'= V-0" RELEASE DATE: 0811812013 RECYCLE BUILDING FAS LAYOUT AND BUILDING SECTIONS FA -108 0 Without Comments 0 As f`1L.`Lec: it P.ed iir to Per. The �L Attached Letter TI-:ese plans have been reviewed by i"r* Tukwila Fire Prevention Bureau for conform it e with current City standards. Accepta:lce Is s ih t: to errors ors and omissions which cl , notauthorize vI,' ,runs of adopted ;standards and or di: a;nces, The responsibility for the adequacy of design rests totally with the designer. Additions, deletion ; dr r_ isio . to these drawings after this date will void this . cceptarlce and will require a resubmittal of revise::; drawincs for subsequent appr Final acceptance is suotect to field test and inspe The Tukwila Fire Prevention Bureau. Date: 11-0\34a' By: TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. /./-S-08 -cold exact address for shut- down or restoration approval. 12" LONG PS 651 CHANNEL BRACKET W/PIPE CLAMP & (2) 3/8" KWIK BOLTS ALL PIPING AND FITTINGS FOR LINES #101 & #102 AT FLOOR LEVEL TO BE GALVANIZED. GALVANIZED PIPE CLAMP W/ PIPE -O -LET WELDED ON, DIP AFTER FAB. (INCLUDE GALV. NUTS & BOLTS) FLOOR FLANGE W/4 EA. HILTI TZ KWIK BOLTS, .S. ROD COUPLINGS, S.S. MACHINE BOLTS-� & WASHERS 2" THREADED GALVANIZED PIPE (PIPE SUPPORT FOR SPRINKLER LINES BELOW TRASH COMPACTORS) 17'-6" 19,-0" 22'-6" 247'-3Vi Fr (Boo +10•- SPRINKLER LINE INSIDE STOR. RM. 247•-2V4' FF ,0 PATRIOT PATRIOT START POINT BEGINS AT FLANGE LEFT BY OTHERS SEE SHEET FP -1 FOR CONTINUATION—.10" D.I. _ It Iles BY OTHERS I1 111/2R 269'-9 BOD 1 _ 3-0 LR STOR. C10 0.T.S. (0RD. 11) 0-6 LR 1OR 247'-2 4" FF 17'-0" 111/2R 111/2R G. 0 261'-9 +/- .O /0: • , •••. OPOW — www AG ArP,111.0/I/1/Gu ottog...-02.rtergAroortmorofiriforoseArgroarootoriorp000rimeroxitergerofer.tor...ffei.voirorAtagiff000rceinvoirmwirgervoiroefiAreewo WOO WOO O.. ow. Iwo. mown wawa Ow. wow /PS 1••••• MOW POO Amor 4e4r. 4# WOO. ONOW .00 SWWW• .0. EXISDI TING ‘2" VAULT W/BACKFLOW PREVENTER FIRE HYDRANT (BY OTHERS) FIRE DEPARTMENT CONN (BY OTHERS) POST INDICATING VALVE W/ TAMPER SWITCH (BY OTHERS) NEW CONSTRUCTION W/ A.S. 0 0 9;71111111111111M ON. so. SITE PLAN "IN SCALE: 1" = 20' FLOW TEST DATA STATIC: RESIDUAL: FLOWING: ELEVATION: LOCATION: SOURCE: 122 PSI 112 PSI 1,376 GPM 270 FT. 8" EXISTING CITY MAIN FRONTING JOBSITE. FROM HIGHLINE WATER DEPARTMENT FLOW TEST CONDUCTED ON 10-25-10. NOTICE Weld stamps must be inspected before pipe is hung. Do not paint piping pi-ior to hydrostatic test Fx9 t*, El Without Comments As Noted in Red ps Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 41 G—if BY: 'CI TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. ii -S -07q and exact address for shut- down or restoration approval. PAID MAR 30 ?nil UNDERGROUND PIPE NOTES TUKWILA FIRE THIS SITE PLAN IS FOR REFERENCE ONLY. SEE THE ARCHITECTURAL AND CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. 2. ALL UNDERGROUND WORK IS BY OTHERS. PATRIOT START POINT BEGINS AT FLANGES INSIDE BUILDING. 2" OF ANNULAR SPACE SHALL BE PROVIDED AROUND UNDERGROUND PIPING PENETRATING THE CONCRETE FLOOR/WALL SLABS. 1. 3. 4. ALL UNDERGROUND FIRE PROTECTION PIPING IS TO BE PROVIDED AND INSTALLED BY A SITE UTILITY CONTRACTOR HAVING A VALID STATE OF WASHINGTON LEVEL "U" LICENSE PER CHAPTER 212-80 WAC. 5. ALL UNDERGROUND FIRE PROTECTION PIPING IS TO BE INSTALLED, RODDED, AND/OR BLOCKED, FLUSHED AND TESTED IN ACCORDANCE WITH NFPA 13 & 24. 6. THE MINIMUM BURY TO THE TOP OF THE FIRE PROTECTION PIPING IS 4'-6". 7. ALL UNDERGROUND FIRE PROTECTION PIPING IS TO BE HYDROSTATICALLY TESTED AT 200 PSI, AND SHALL MAINTAIN THAT PRESSURE FOR 2 HOURS. 8. MINIMUM FLOW RATES FOR FLUSHING THE UNDERGROUND FIRE PROTECTION PIPING: 6" - 880 GPM 8" - 1,560 GPM 10" - 2,440 GPM HANGER LEGEND A B D E F' H M P R S T U V W X "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND PIPE-0—LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 — WAY EARTHQUAKE BRACE 4 — WAY EARTHQUAKE BRACE JOSTRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE a. w w w w r`l Z 14 _5_ 3 7 16 6 •T SPRAY 0 1/2 • 1" 17 32 SPRAY 3 7 6 16 2 SIDEWALL DRY TYPE El 41 E3 3/4" • STATE CERTIFICATION TE P RATING 0 165 • -e-- 212 • 286'o 92E 350 • 500 • 1" 1" 1/2" 1" ice 1/2" APPROVAL REQUIRED CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD ORIFICE HEAD ESCUTCH TEMP QTY SIZE SIZE FINISH FINISH TOTAL QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO ENO. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WIN NFPA PAMPHLET NO. 13. 2010 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 2010 EDITION 6. JOINING OF PIPE AND FITTINGS. THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA PIPE NOTES REVISIONS DATE DESCRIPTION CONTRACT WITH: LYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE, WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 SITE PLAN ATRIOT WwPATRIOTFIRE.COM PATRIFP099CF Opotriottire.com FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 TEL (253) 926-2290 FAX: (253) 922-6150 DESIGNER DAVID HANKINS SHEET DATE JOB NO. 3-4-11 11-1785 OF FP=1 .'. " 00A/ , TOP BEAM CLAMP W/RETAINER STRAP TOP BEAM CLAMP (»D" TYPE) HANGER DETAIL BRANCHLIKE-' SPRINKLER DESIGNATION ON PLAN F2 - DENOTES FLEXHEAD MODEL 2024. F3 - DENOTES FLEXHEAD MODEL 2036. F4 - DENOTES FLEXHEAD MODEL 2048. F5 - DENOTES FLEXHEAD MODEL 2060. F6 - DENOTES FLEXHEAD MODEL 2072. FLEXHEAD DROP W/ MOUNTING BRACKET CEILING TILE -f SPRINKLER HEAD "FLEXHEAD" DROP DETAIL SEE RISER ROOM DETAIL "A" (THIS SHEET) FOR THIS AREA WATER MOTOR ALARM TOLCO FIG. 800 BRACE ATTACHMENT TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE- `TOLCO FIG. 1001 BRACE ATTACHMENT LATERAL SWAY BRACE "R" HANGER DETAIL TOLCO FIG. 800 BRACE ATTACHMENT BE 1$. 4TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE "TOLCO FIG. 4A PIPE CLAMP LONGITUDINAL SWAY BRACE 39'-6" O AO- ,O O R O.T.S. SOUTH RISE 05 1 10-0 1u 14 CD co ;10 (CR wo rn SEISMIC BRACE SB -9 ZONE OF INFLUENCE T.O.S. ELEV in 287'-11 Vi' EQUIPMENT LEVEL FF ■ 272'-r FF/BOD - 15•-8V2" MISTING O.T.S., 1 R STOR. SPRINKLER ZONE 1 (WET) INKLER NE R)3 ZONE 3 REMOTE AREA 30/ENTIRE AREA) TEM DEMAND: .5 GPM 0 79.6 PSI T BASE OF RISER SPRINK ZONE (WET ismoi SPRINIE"K 3R (DRY) STAIR A IMMarlIMMUMM OD 4,4 C\10.- 5' .-5' O :mmumimm.. COLLE ROI 10 O.T. EX. 30/ MECHANICAL MEZZ. DECK 544" CONC. BOO.278'-OW' ER: C �I TORY I ER LEVEL 1 FLX43 PLAN CO (TSO BUILDING EQUIPMENT LEVEL) SCALE: 1/8"=1'-0" 1'- 4'-8" 0 0 TO ZONE 1 4 5-11 3.-2- 5'-0" I - 9-7Wh DOWN TO COMPACTOR 3 LEVEL ZONE 5 W14 xr 4 i 7-2 TO ZONE 2 7-1 CONTROL VALVE DETAIL (DUST COLLECTOR ISOLATION) SCALE: 1/2" = 1'-0" i0 r 1-9 TO ZONE 3 41, 1 0-6 N TO ZONE 5 Ix6 i 5-9 i 8 7-6 7-0 RISER' ROOM DETAIL 6i rem®®®®® 1 1 1 1 2-0 MM MM MM WM MN NM MN I 1 2-3' 1 MN IMMIk 1 1 ZONE 3 I DUCT SPRINKLER 1 0 CALCULATION 1 SYSTEM DEMAND: 1 230.7 GPM 0 100.5 PSI I AT BASE OF RISE I I 1 1 •. L 1 1 10, i 1 1 1 0 1 1 0 0 0 (-1 l f 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1'� 1` 1 1 1 1 I 1 1 1 0 1 1 r ■ I c,r,v 0 s I TO DUST COLLECTOR _ 0 4.1 N v In .E.3 Al O SII FLEx v ®,. FLEX DRAM VALVE STAND 2r GLOBAL BUTTERFLY '*MLVE W/TMWER SWITCH FLEX DUST COu ECTTIR ROOM F.F. 272* -S C4 .E3 ■ 1" 2' PPE CONTROL VALVE DETAIL (DUST COLLECTOR ISOLATION) SCALE: 1/2" = 1'-0" i0 r 1-9 TO ZONE 3 41, 1 0-6 N TO ZONE 5 Ix6 i 5-9 i 8 7-6 7-0 RISER' ROOM DETAIL 6i rem®®®®® 1 1 1 1 2-0 MM MM MM WM MN NM MN I 1 2-3' 1 MN IMMIk 1 1 ZONE 3 I DUCT SPRINKLER 1 0 CALCULATION 1 SYSTEM DEMAND: 1 230.7 GPM 0 100.5 PSI I AT BASE OF RISE I I 1 1 •. L 1 1 10, i 1 1 1 0 1 1 0 0 0 (-1 l f 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1'� 1` 1 1 1 1 I 1 1 1 0 1 1 r ■ I c,r,v ' I I _ I 10660 1 1 FP -2 4 ' I 1 1 1 1 g. SCALE: 1/2" = 1'-0" NMI OM \. ROOF LEVEL DUCT 1/8" = 1'-0" 1 7-2 W14 6 TO ZONE 4 15-81/ 3Cr OR 40" DUST COLLECTOR DUCT ADAPTER OSA4 1" UNION LISTER/FITTER NOTE: ROOF DUCT PiPiNO FITTINGS TO BE GALVANIZED. DUST COLLECTOR DUCT DETAIL ELEV. 288'-r TSO LEVEL (LEVEL 2) C 5-11 7-2 ZONE I WET SYSTEM WM AREAS) CniEr* ?milk 4.114171 OW 41 IIII 8 11 6 DRY SYSTEM (TS0 CANOPY) CAPACITY: 242 GALLONS CALOAATED SYSTEM UV TIE: 13 SECOPOS -116 IIIIII htim glair IP FLEX 9-9 ZONE 3 DRY SYSTEM (TS0 BUILDING MEI AREAS) 652 GALLONS CALCULATED SYSTEM DIP TIME: tc, 23 SECONDS DRY SYSTEM (TRANSFER WRONG EAST SEX SCUM) 1,323 GALLONS CALCULATED SYSTEM TRP TRE: 38 SECONDS ZONE 4 DRY SYSTEM (TRANSFER BOLE= 1,320 GALLONS CALCULATED SYSTEM TRP TOE: 29 SECOOS FLEX it) 2-9 1 - FLEX ACCESS PANEL (BY OTHERS) TO BE WITHIN 12" OF SPRINKLER HEAD 0-4 8" LONG PS -200 -EH STRUT/ W/PIPE CLAMP AND (2) Tex 1" BOLTS W/NUTS & WASHERS (ALL COMPONENTS TO BE PLATED. STAINLESS. OR GALVANIZED) DUCT SUPPORT ROOF LEVEL DUCT SPRINKLER PIPING DETAIL r 310:8 \PATRIOT START BEGINS AT FLANGE LEFT BY OTHERS FITTERI CONNECT TO FACTORY INSTAL(6EDPLASPCREISTLERS DU T COLLECTOR DETAIL ITEM OTY. 0 0 1-9 CNI 2-9 2-9 ELEV. 272'-3" FITTER NOTE: CONNECT SYSTEM TRW TO EARDING COMPRESSED BY OTHERS. FITTER NOTE: PPE SYSTEM DRAINS 70 C STANTON PROVIDED BY OTHERS. EQUIP. LEVEL (LEVE 1) TO COMPACTOR LEVEL RISER DETAIL EQUIPMENT LIST DESCRIPTION 4 6" TYCO MODEL DPV-1 (DN150) DRY PIPE VALVE W/TRIM & RELIABLE MODEL A-2 AIR MAINTENANCE DEVICE. 5 POTTER ELECTRIC MODEL PS -10A ALARM PRESSURE SWITCH. 4 POTTER ELECTRIC MODEL PS -40A HIGH/LOW AIR PRESSURE SWITCH. 2 8" GLOBAL MODEL BO-G3(X) BUTTERFLY VALVE W/BUILT-IN TAMPER SWITCH. 1 e GLOBAL MODEL BO -G300 BUTTERFLY VALVE W/BUILT-IN TAMPER SWITCH. 1 4" RELIABLE MODEL E ALARM VALVE W/TRIM D REDUCER. 53 88: PxIP6E SGROTZ 2 6" GLOBAL MODEL BO -G300 BUTTERFLY VALVE W/BUILT-IN TAMPER SWITCH. 4 TYCO "VIZOR" ELECTRONIC DRY PIPE ACCELERATOR. NOTE: 1) DRY SYSTEM GROOVED PIPE WITH FLUSH SEAL GASKETS. 2) OFX - DENOTES PENDENT COUPLINGS TO BE SUPPLIED SPRINKLER WITH FLEXHEAD DROP. Zo CO A HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE ta V) 2 • 3 4 17 32 SPRAY 1/2 3/4" • DRY TYPE 1" • STATE CERTIFICATION TEMP RATING 0 165 286 350 CD 1/2" CD 1. 1/2" 1" go 1/2" APPROVAL REQUIRED CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP OTY RELIABLE ELO UPRIGHT 11.2 K BRONZE NA 286' 4 0 RELABLE FI STD. RESP. SSU the NA 155' 7 RELABLE STD. RESP. SSU ROWE NA 2W 510 RE C. 20 12 VETAWC D.P. CHROW 2 44* 11 STD. RESP. SSU ERONZE NA 286' 15 F3 REC. D.P. CHROLE 3 TOTAL QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDMON. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 5. PIPING SHALL LE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION 6. JOINING OF PIPE AND FITTRIGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ML WIRING OF ELECTRICAL DEVICES (IF REQUITED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PPE & EQUIPMENT OF REQUIRED) TO BE PROVIDED By OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1) THE LEVEL 1 EXTRA HAZARD PORTIONS OF THE ZONE 3 DRY SYSTEM ARE HYDRAULICALLY CALCULATED TO A .30 DENSITY OVE THE ENTIRE EXTRA HAZARD AREA. 3 4 5 PIPE NOTES DRY SYSTEM THREADED PIPING TO BE SCH. 40 GALV. IMPORT. DRY SYSTEM GROOVED PIPING TO BE SCH. 10 GALV. IMPORT. WET SYSTEM THREADED PIPING TO BE SCH. 40 BLACK IMPORT. WET SYSTEM GROOVED PIPING TO BE SCH. 10 BLACK IMPORT. ALL PIPING TO BE ASTM A53. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE, WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 ATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA. WA 98424 DESIGNER DATE JOB NO. DAVID HANKINS 3-4-11 11-1785 SHEET OF OFFICE LEVEL 1 WWW.PATRIOTFIRE.COM TEL (253) 926-2290 FAX: (253) 922-6150 F P 2 22'-6" U 36'-0" 36'-0" 36'-0" 38'-6" A -T- SEISMIC BRACE SB -5 ZONE.: MOE OF—INF _ GE .res rt®v�.�r J_^.R19'�!M"�.Y _�--_.1•10!P'ai. �mO' ♦... IL L�}tr +INNteAOMMI. r ,..__,.....®.�. "•„—z�r'i'� rr .. _ nommod �����,�_s �,,.� – �� r,:liSfr MM 1121 U, =6 9-6 SELF -HAUL — ENTRANCE -- 120 .x, 0.T.S. 2 z N- I I 1 /4 i �. L:I OM Ma SKYLI 1 1/4 11/2 11/2 'per: 11/2 .. 1/2 11 0-6 _ 9-3 9-3 2- 7 3 _ ROWER 0218 I9p2 9-3 4-. 4 2 4- 3 '-4Vt EL. 216 0.T.S. 6-6 o � BOD 309- �F7i1 N 309- 014 EL 309'- Mi EL LC) Q. Li I w w w w U) - Z LC_) tm djSKYLIG 11/4 3'-3" 31_3" mea �.=IP= 300-10 EL. 1 ZONE 4 o REMOTE AREA (.45/3,500) SYSTEM DEMAND: 1,924.3 GPM 0 67.4 PSI AT BASE OF RISER FLEX I FLEX - UJ 1 r:Imillit "t.414 -4:1:10110A111:810 ..... I U, =6 9-6 SELF -HAUL — ENTRANCE -- 120 .x, 0.T.S. 2 z N- I I 1 /4 i �. L:I OM Ma SKYLI 1 1/4 11/2 11/2 'per: 11/2 .. 1/2 11 0-6 _ 9-3 9-3 2- 7 3 _ ROWER 0218 I9p2 9-3 4-. 4 2 4- 3 '-4Vt EL. 216 0.T.S. 6-6 o � BOD 309- �F7i1 N 309- 014 EL 309'- Mi EL LC) Q. Li I w w w w U) - Z LC_) tm djSKYLIG 11/4 3'-3" 31_3" mea �.=IP= 300-10 EL. 1 ZONE 4 o REMOTE AREA (.45/3,500) SYSTEM DEMAND: 1,924.3 GPM 0 67.4 PSI AT BASE OF RISER FLEX I FLEX - -�— 1 NII 1 I 10-0 6-6 ....17,,,' /R M 301 2 EL. Wit /R 301- I STAIR C _1i rri STAIR "C" PIPING DETAIL 1/8" = 1,_oi, SKYLIGHT OPENING 3/8" x 1" SELF -TAPPING BOLT (PRE -DRILL 1/4") OLCO FIG. 58 SIDE BEAM BRACKET EX. HAI. I .30/2.500 1/2 11 2-1 7 - SOUTH PROCESSING AREA —701— GWB S C#�YLIG = 1 11/2 - 1 V2 • s 1 1/2 _Q_6_ _ 9=3_ - .._ _ - _9-_3 _ SEISMIC BRACE SB -7 ZONE OF INFLUENCE c° HALL 219 0.T.s. 1/z 1 1 2-' 7 3 Boa W30 1 2 0 6 : 11/2 SKYLIG 2 11/2 •'„ 11/2 1/2 0 11/2 ;.r 11/2 • 1/2 11 - 9=3_ - - -9=3 (3- a' - 7- 3- -0 ZONE 2 SYSTEM DE D: REMOTE AREA 8L.5 GPM 0 75.3 (.34/2,500) AT BASE OF RIER 15w 1 11/2 1 1/2 •' 1/2 1 1 0-6 9-3 4 9-3 a 7 3 TECH 202 Immo 11' - 0.T.S. FF ■ 288-7 OFFICE 209 9-0 II ----lit--41111-.e- -69-11111, -1111111-1111111-111111F-1111111-11111.- SEIS IC BRACE SB -18 ZONE OF INFLUENCE (WET SYS REMOTE (.15/1,50 ) SYSTEM DE D: 429.6 GPM 0 0.1 PSI AT BASE OF ISER I III PARTIAL RI:KA PLAN III (ZONES 1, 2, & 4) SCALE: 1/8" =1'-0" 6'-6" imimui um um MATCH LINE (SEE SHEET FP -4) WELDED ATTACHEMENT BY OTHERS W14 BEAM OR MOMENT +•— FRAME WHERE OCCURS TOLCO FIG. 800 BRACE ATTACHMENT TOLCO FIG. 980 BRACE ATTACHMENT r SCH. 40 PIPE ATR, RING, NUT & WASHER 3,-3" 3/8" TOP BEAM CLAMP W/RETAINER STRAP 3"x 3"x 1/4" ANGLE TYPICAL FOR BRANCH LINES, EXCEPT: USE 3"x 3"x 5/16" AT 6" MAINS "U" HANGER DETAIL \-TOLCO FIG. 1001 BRACE ATTACHMENT LATERAL SWAY BRACE TOLCO FIG. 800 BRACE ATTACHMENT BEAM WELDED ATTACHEMENT - BY OTHERS W14 BEAM 11.11.111l N.'"-TOLCO FIG. 4A PIPE CLAMP �TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE LONGITUDINAL SWAY BRACE TOP BEAM CLAMP W/RETAINER STRAP 31® PIPE HANGER RING "H" HANGER DETAIL SPRINKLER DESIGNATION ON PLAN F2 - DENOTES FLEXHEAD MODEL 2024. F3 - DENOTES FLEXHEAD MODEL 2036. F4 - DENOTES FLEXHEAD MODEL 2048. F5 - DENOTES FLEXHEAD MODEL 2060. F6 - DENOTES FLEXHEAD MODEL 2072. FLEXHEAD DROP W/ MOUNTING BRACKET fl .ann....r_w..v,...,,,,., ... .ra. ra ..' zvulrl�I w. CEILING TILE -r - , SPRINKLER HEAD "FLEXHEAD" DROP DETAIL 4'-O" 2'-6" 1/2" NUT & WASHER DRILL 9/16" DIA.-� 36" BAR JOIST TOP BEAM CLAMP ("D" TYPE) HANGER DETAIL FITTER, INSTALL SURGE RESTRAINER CLIPS: AT END OF ALL BRANCH LINES. WITHIN 12" OF SPRINKLER DROP ON ARMOVERS EXCEEDING 12". ON HANGER CLOSEST TO ANY UPRIGHT SPRINKLER POSITIONED 1 CLOSER THAN 2" FROM ANY STRUCTURAL MEMBER, EQUIPMENT, PIPING, DUCT, ETC. END OF LINE HANGER DRILL 9/16" DIA. 1/2" ATR, LENGTH PER PLAN 6" SPRINKLER MAIN W14 BEAM 1/2" TOP BEAM CLAMP W/RETAINER STRAP x 12" ATR, NUT & WASHER 3" SCHEDULE 10 TRAPEZE PIPE x 3'-11" LONG "T3" TRAPEZE HANGER DETAIL NOTES: 1) BRANCH LINES IN RECEIVING AREA HIGH BAY TO BE RUN AT 8" BELOW DECK, U.N.O. 2) PIPE HANGERS TO BE PER DETAIL "U", U.N.O. 3) STUB -UPS TO BE 1( ), U.N.O. 4) [ J DENOTES BS OTHERS.E� PENETRATION (DIAMETER INCHES), 5) DRY SYSTEM GROOVED PIPE COUPLINGS TO BE SUPPLIED WITH FLUSH SEAL GASKETS. 6) TSO BUILDING WARM AREAS ARE SERVED FROM ZONE 1 WET SYSTEM. 7) TSO BUILDING CANOPY AREA IS SERVED FROM ZONE 2 DRY SYSTEM. 8) TSO BUILDING INTERIOR COLD AREAS ARE SERVED FROM ZONE 3 DRY SYSTEM. 2) 0 FX DENOTES PENDENT SPRINKLER WITH FLEXHEAD DROP. HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T TRAPEZE (SEE DETAIL) U V W X Y Z i FITTING LEGEND P PIPE -0 -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE /v STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE0. x C, 0. z W 0 Z W a. W LJ ;- N 1 2 5 3 7 1 SPRAY 16 8 16 2 O 1/2" 0 1" 3 4 17 32 SPRAY 3/4" • 1" 2 3 7 1 T 2 SIDEWALL 16 1/2" 1" 1" DRY TYPE 2 0 1" • 1" STATE CERTIFICATION TEMP RATING O 165 212 286 agE 350 500 a3 1/) d a. 0 g 1/2" 1" 1" 1/2" I" I" 1/2" 1/2" APPROVAL REQUIRED CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND A SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY RELIABLE G XL0 ELO UPRIGHT Y 11.2 K BRONZE NA 286' 288 O RELIABLE Fl STD. RESP. SSU W" BRONZE NA 155' 46 RELIABLE Fl SID. RESP. SSU W. 1h' BRONZE NA 200' 6 0 RELIABLE F1 SID. RESP. REC. W" 1h" CHROME CHROME 155 31 VETAULIC V3607 D.P. • 17/32'' 286' 77 E Fl STD. RESP. ssu 17/32' NA 286' 20 TOTAL 466 QUALITY CONTROL BY DATE FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION 6. JOINING Of PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 201 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1) ZONE 4 (RECEIVING �R45 GAREA) , DRY 00 SQ. SYSTEM FT.S HYDRAULICALLY' CALCULATED TO DELIVERPM/ 2 34 5 PIPE NOTES DRY SYSTEM THREADED PIPING TO BE SCH. 40 GALV. IMPORT. DRY SYSTEM GROOVED PIPING TO BE SCH. 10 GALV. IMPORT. WET SYSTEM THREADED PIPING TO BE SCH. 40 BLACK IMPORT. WET SYSTEM GROOVED PIPING TO BE SCH. 10 BLACK IMPORT. ALL PIPING TO BE ASTM A53. REVISIONS NO DATE BY DESCRIPTION CONTRACTLYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE, WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 ATRI OT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 DESIGNER DATE JOB NO. DAVID HANKINS 3-4-11 11-1785 SHEET OF ZONE 4 & SPA PATRIFP099CF WWW.PATRIOTFIRE.COM Opotriotfire.com TEL (253) 926-2290 FAX: (253) 922-6150 FP 3 -�— NII c- I /R M 301 2 EL. Wit /R 301- I -r4 Wit _1i —�- 0* C DUST LLECTOR 108 O.T.S. F®* - EX. RAZ. I .30/2500 - 11 441 o� 0 12 a, 41:- :H: -moi O N -11 i "I) ^ °� i ' N 3 M n� I , 3-6 9-0 6 6 -:Ir 18-4,pr ----lit--41111-.e- -69-11111, -1111111-1111111-111111F-1111111-11111.- SEIS IC BRACE SB -18 ZONE OF INFLUENCE (WET SYS REMOTE (.15/1,50 ) SYSTEM DE D: 429.6 GPM 0 0.1 PSI AT BASE OF ISER I III PARTIAL RI:KA PLAN III (ZONES 1, 2, & 4) SCALE: 1/8" =1'-0" 6'-6" imimui um um MATCH LINE (SEE SHEET FP -4) WELDED ATTACHEMENT BY OTHERS W14 BEAM OR MOMENT +•— FRAME WHERE OCCURS TOLCO FIG. 800 BRACE ATTACHMENT TOLCO FIG. 980 BRACE ATTACHMENT r SCH. 40 PIPE ATR, RING, NUT & WASHER 3,-3" 3/8" TOP BEAM CLAMP W/RETAINER STRAP 3"x 3"x 1/4" ANGLE TYPICAL FOR BRANCH LINES, EXCEPT: USE 3"x 3"x 5/16" AT 6" MAINS "U" HANGER DETAIL \-TOLCO FIG. 1001 BRACE ATTACHMENT LATERAL SWAY BRACE TOLCO FIG. 800 BRACE ATTACHMENT BEAM WELDED ATTACHEMENT - BY OTHERS W14 BEAM 11.11.111l N.'"-TOLCO FIG. 4A PIPE CLAMP �TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE LONGITUDINAL SWAY BRACE TOP BEAM CLAMP W/RETAINER STRAP 31® PIPE HANGER RING "H" HANGER DETAIL SPRINKLER DESIGNATION ON PLAN F2 - DENOTES FLEXHEAD MODEL 2024. F3 - DENOTES FLEXHEAD MODEL 2036. F4 - DENOTES FLEXHEAD MODEL 2048. F5 - DENOTES FLEXHEAD MODEL 2060. F6 - DENOTES FLEXHEAD MODEL 2072. FLEXHEAD DROP W/ MOUNTING BRACKET fl .ann....r_w..v,...,,,,., ... .ra. ra ..' zvulrl�I w. CEILING TILE -r - , SPRINKLER HEAD "FLEXHEAD" DROP DETAIL 4'-O" 2'-6" 1/2" NUT & WASHER DRILL 9/16" DIA.-� 36" BAR JOIST TOP BEAM CLAMP ("D" TYPE) HANGER DETAIL FITTER, INSTALL SURGE RESTRAINER CLIPS: AT END OF ALL BRANCH LINES. WITHIN 12" OF SPRINKLER DROP ON ARMOVERS EXCEEDING 12". ON HANGER CLOSEST TO ANY UPRIGHT SPRINKLER POSITIONED 1 CLOSER THAN 2" FROM ANY STRUCTURAL MEMBER, EQUIPMENT, PIPING, DUCT, ETC. END OF LINE HANGER DRILL 9/16" DIA. 1/2" ATR, LENGTH PER PLAN 6" SPRINKLER MAIN W14 BEAM 1/2" TOP BEAM CLAMP W/RETAINER STRAP x 12" ATR, NUT & WASHER 3" SCHEDULE 10 TRAPEZE PIPE x 3'-11" LONG "T3" TRAPEZE HANGER DETAIL NOTES: 1) BRANCH LINES IN RECEIVING AREA HIGH BAY TO BE RUN AT 8" BELOW DECK, U.N.O. 2) PIPE HANGERS TO BE PER DETAIL "U", U.N.O. 3) STUB -UPS TO BE 1( ), U.N.O. 4) [ J DENOTES BS OTHERS.E� PENETRATION (DIAMETER INCHES), 5) DRY SYSTEM GROOVED PIPE COUPLINGS TO BE SUPPLIED WITH FLUSH SEAL GASKETS. 6) TSO BUILDING WARM AREAS ARE SERVED FROM ZONE 1 WET SYSTEM. 7) TSO BUILDING CANOPY AREA IS SERVED FROM ZONE 2 DRY SYSTEM. 8) TSO BUILDING INTERIOR COLD AREAS ARE SERVED FROM ZONE 3 DRY SYSTEM. 2) 0 FX DENOTES PENDENT SPRINKLER WITH FLEXHEAD DROP. HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T TRAPEZE (SEE DETAIL) U V W X Y Z i FITTING LEGEND P PIPE -0 -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE /v STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE0. x C, 0. z W 0 Z W a. W LJ ;- N 1 2 5 3 7 1 SPRAY 16 8 16 2 O 1/2" 0 1" 3 4 17 32 SPRAY 3/4" • 1" 2 3 7 1 T 2 SIDEWALL 16 1/2" 1" 1" DRY TYPE 2 0 1" • 1" STATE CERTIFICATION TEMP RATING O 165 212 286 agE 350 500 a3 1/) d a. 0 g 1/2" 1" 1" 1/2" I" I" 1/2" 1/2" APPROVAL REQUIRED CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND A SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY RELIABLE G XL0 ELO UPRIGHT Y 11.2 K BRONZE NA 286' 288 O RELIABLE Fl STD. RESP. SSU W" BRONZE NA 155' 46 RELIABLE Fl SID. RESP. SSU W. 1h' BRONZE NA 200' 6 0 RELIABLE F1 SID. RESP. REC. W" 1h" CHROME CHROME 155 31 VETAULIC V3607 D.P. • 17/32'' 286' 77 E Fl STD. RESP. ssu 17/32' NA 286' 20 TOTAL 466 QUALITY CONTROL BY DATE FABRICATION BY DATE GENERAL NOTES 1. AU. MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION 6. JOINING Of PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 201 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1) ZONE 4 (RECEIVING �R45 GAREA) , DRY 00 SQ. SYSTEM FT.S HYDRAULICALLY' CALCULATED TO DELIVERPM/ 2 34 5 PIPE NOTES DRY SYSTEM THREADED PIPING TO BE SCH. 40 GALV. IMPORT. DRY SYSTEM GROOVED PIPING TO BE SCH. 10 GALV. IMPORT. WET SYSTEM THREADED PIPING TO BE SCH. 40 BLACK IMPORT. WET SYSTEM GROOVED PIPING TO BE SCH. 10 BLACK IMPORT. ALL PIPING TO BE ASTM A53. REVISIONS NO DATE BY DESCRIPTION CONTRACTLYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE, WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 ATRI OT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 DESIGNER DATE JOB NO. DAVID HANKINS 3-4-11 11-1785 SHEET OF ZONE 4 & SPA PATRIFP099CF WWW.PATRIOTFIRE.COM Opotriotfire.com TEL (253) 926-2290 FAX: (253) 922-6150 FP 3 6'-6" 3,3" 309' -10" TO. J. WELDED 3/8" TOP BEAM ATTACHEMENT ATR, RING, & STRAP CLAMP W/RETAINER BY OTHERS NUT & WASHER 3"x 3"x 1/4" ANGLE TYPICAL W14 BEAM OR MOMENT FOR BRANCH LINES, EXCEPT: -.0-- FRAME WHERE OCCURS USE 3"x x 5/16" AT 6" MAINS "U" HANGER DETAIL 325'-4" TOS 93' -0" WELDED ATTACHEMENT BY OTHERS W14 BEAM • TOP BEAM CLAMP W/RETAINER STRAP TOP BEAM CLAMP ("D" TYPE) HANGER DETAIL TOLCO FIG. 800 BRACE ATTACHMENT TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE TOLCO FIG. 1001 BRACE ATTACHMENT •LATERAL SWAY BRACE TOLCO FIG. 800 BRACE ATTACHMENT- BEAM TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE TOLCO FIG. 4A PIPE CLAMP LONGITUDINAL SWAY BRACE 137' -0" FITTER, INSTALL SURGE RESTRAINER CLIPS: i 1 AT END OF ALL BRANCH LINES. 2 WITHIN 12" OF SPRINKLER DROP ON ARMOVERS EXCEEDING 12". 3 ON HANGER CLOSEST TO ANY UPRIGHT SPRINKLER POSITIONED CLOSER THAN 2" FROM ANY STRUCTURAL MEMBER, EQUIPMENT, PIPING, DUCT, ETC. AM TOLCO no 25 Sy= RESTMAKR CUP it RMG END OF LINE HANGER .111.11.11111 IIIIIIIIIIIIITNIIIkaa Lil IMIIIIIIII,. ----.7- 111111-1-11W- ---- 325'-4" TOS 3O9'-7/2" 6" MET MOD: LEX FIRELOOP MLUG80600 \--PIPING INSIDE TSO BUILDlis DUST COLLECTOR ROOM 111/2" F MAIN SKYLIGHT OPENING 3/8" x 1" SELF -TAPPING BOLT (PRE -DRILL 1/4") OLCO FIG. 58 SIDE BEAM BRACKET 3/8" ATR HSS 12x4 PIPE HANGER RING W14 1" PIPE "H" HANGER DETAIL PIPING DETAIL NOTES: 1) BRANCH LINES TO BE RUN AT 8" BELOW DECK, U.N.O. 2) PIPE HANGERS TO BE PER DETAIL "U", U.N.O. 3) STUB -UPS TO BE 1( ), U.N.O. 4) El - DENOTES STEEL BEAM PENETRATION (DIAMETER IN INCHES), BY OTHERS. 5) DRY SYSTEM GROOVED PIPE COUPLINGS TO BE SUPPLIED WITH FLUSH SEAL GASKETS. ZONES 1 & 3 ZONE 4 BUILDING SECTION I SCALE: 1/8" = 1'-0" Ba W24 I -I MATCH LINE (SEE SHEET FP -3 is SPRINKLER ZONE 5 Ii I -1WW-191111 4 SPRINKLER ZONE 6 II M MATCH LINE (SEE SHEET FP -5) IOLN II WIUU 11 W24 PEAK * C3/ II I 11/2 an W24 ROOF PEM%) II KEY PLAN 4,1) I UI ow SKYLIGH SKYLIGH 1/2 2'-3"' 3' - 3" 6' - 6" fac) 1 4-10 14' - YSTEM DE .1 GPM 0 -BASEor R NIPPL", EL 8 1-3 /\ 3'-3" 3' - / \ 6' 6" 3' -3" 3' / \ 6' 6" 3' -3" 3' - CI CII:r;N: — 1 / \ 1 • 7... cni 01 I : co 1 306- 45 EL cr) 1 cn 1 (N i - 1 ..-- co cn 1 1 co 1 305- 11/2 E cn i 1 al i •cfm GOD Vi 1 cv 1 c, l)3°6: c,ai 1 0 c, .„... c:, c, CN1 I C"*1 I c0 0 (0 tO 0 CN I I *CO 4..4 ' CM 0 CNI 'A" l) 'tJ LP1411:r 6 6 6 6 6 6 widir--4.y.N.astorar.aum rs.,...- 11,-...91111-49111111111ML.Lrill IITINVA'Llb..'—`11111—"-M.111PHI I AMIMIiel?: -tF,e,-As.s4wadmirsy—AgimimqeAutsigodr*eAilil.iaIIIIIIL'tr.AIIIIUIIIP'SY'A11111111111M)tilsHimnec:ri,:.iframowA7i16;71icierillul iirlitlimiamm—: 6 , •at -Rip., 6 , - co - 6 co 9 6 5 4- cNI 1 beo 1 C•41 1 . g- ? .... Csi e„ NI 1 C-.4 .... I :-1C? .- I .— .... 1 1 tNICO NICO \ ail 1-1 . ;----,, - .-w,b-r-is,szirio,r,-Aci 5-e -I) Q 6 lir 1 ggialEillr'. —dmiimill- iiillrAillMr. r----- -4 • Q, + •\ oir ni =2...,:=stira=„Ammm riL=Gd .... A \..e w.,•-• , ...e ., 2 4 ...v. .\sz,, ,,, -.t. I> .4 A 4i' Art• 4,.. •& 36' - 0" 36' - 0" .MMM ....IMSMWAYMMMAL/ftM I M!•••=4101WAININIIIIPIOW TMIIMINIMPZ;PPIP1.?AllErriab rAnaillEgriZrWIA". MITIMIIIM:l2F=Wfl TT T! Eft (ZONES 5 & 6) SCALE: ifi8"=1.-o• HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP WI "STRAP E EYELET F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U TRAPEZE (SEE DETAIL) V W X Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE -..—.- 2 - WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE - "C.) STRUCTURE PIPE° IN CRENTER CHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE o -i- x o „-E. DI: L w w 141 I 5 3 7 1 ®i/2" 2 WTITT SPRAY 0 1" 3 17 3/4": 4 31 SPRAY 0 o r 1371 -a- -f 4J1/2" T r6- SIDEWALL 1 1. r I DRY TYPE 11: T : STATE CERTIFICATION TEMP RATING SPRINKLERS UP AND DOWN Inc p4 te. r ' 1. •11 0 NS ' -e- 212' /2" () 1" DE 286' t* ()) 1/2" 350 ' 500 •/2- () 1/2* . . T;' . ,, APPROVAL REQUIRED .. N s "Y CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY a RELIABLE G XL0 ELO UPRIGHT Ye 11.2 K BRONZE NA 286 347 TOTAL 347 QUALITY CONTROL BY DATE APPROVED FOR FABRICATION DATE GENERAL NOTES I. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHAU. BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 MON. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 WM 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED. SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1) ZONE 5 (RECEMNG FLOOR SE AREA) DRY SYSTEM IS HYDRAULICALLY CALCULATED TO DELIVER .45 GPM/3,500 SQ. FT. 2) ZONE 6 (RECEMNG FLOOR NE AREA) DRY SYSTEM IS HYDRAULICALLY CALCULATED TO DELIVER .45 GPM/3,500 SQ. FT. PIPE NOTES 1) THREADED PIPING TO BE ASTM A53 SCHEDULE 40 GALVANIZED IMPORT. 2) GROOVED PIPING TO BE ASTM A53 SCHEDULE 10 GALVANIZED IMPORT. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE, WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 ZONES 5 & 6 PATRIFPO99CF AOT WWW.PATR010TtFI.RuE.COM TR I FIRE PROTECTION, -INC - -- • 2707 70TH AVENUE EAST TEL: (253) 926-2290 TACOMA, WA 98424 FAX (253) 922-6150 DESIGNER DAVID HANKINS SHEET FP DATE 3-4-11 OF JOB NO. 1 1 -1 785 14) 36'-0" 5/ 36'-O" SEISMIC BRACE SB -3 ZONE —OF ,NFLJERCE _ �f • Nod -3" ms 0 3'-3" 3'-3" STORAGE 113 O.T.S. 'J.6, EX. .30/5000 3'-3" 3'-3" WATER MOTOR ALARM SEE DETAIL FOR KW W24 11/4 1 0 GROUND LEVEL ROOMS ELECT. 115 0.T.S. „1 SKYLI SII 11/4 11 1/2 rh 0- o0 r- O 3'-3" 3'-3' 6` GROUND LEVEL ROOMS SCALE: 1/8" = 1'-0" sf 6 IRO-6 CL LL I— w w _® N Lu cn w -3" 6 6 oliSKYLIG 11 dSKYLIG 11/4 0 m 6-0 SKYLIG —W1 ®J gal 3'-3" 3'-3" FLEX LEX MI * r'7 I- N Nir1 ` :Yi * N ` M I N IGHT * I BOD N *t M , I N 1'-6" t BM 3Bd OD 300'-21 " W21 LOS. (BOO +7W') 29r -9W EL. O� I ii "' Up' SKYLIG 2 SKYLIG 2 ,civ M CNQ II I I REMOTE AREA (.45/3,500) SYSTEM DEMAND: 1,963.5 GPM 0 64.0 PSI AT BASE OF RISER 6'-6" IMI WELDED ATTACHEMENT BY OTHERS W14 BEAM OR MOMENT -.— FRAME WHERE OCCURS ATR, RING, & NUT & WASHER 3/8" TOP BEAM CLAMP W/RETAINER STRAP 3"x 3"x 1/4" ANGLE TYPICAL - FOR BRANCH LINES. EXCEPT: USE 3"x 3"x 5/16" AT 6" MAINS "U" HANGER DETAIL 6'-6" L WELDED' ATTACHEMENT BY OTHERS 3,-3" W14 BEAM 32" BAR JOISTS 6'-d O.C. 3,-9" 1/2" ATR, NUT & WASHER-\ /3" SCHEDULE 10 TRAPEZE PIPE x 7'-6" LONG 6 DRILL 9/16" 6" SPRINKLER MAIN "T1" TRAPEZE HANGER DETAIL 3/8" x 9" ROD WELDED TO - EACH END (DO NOT OPPOSE) ®I ®® BI 18 MATCH LINE (SEE SHEET FP -4) ZON UEN I I _. :784- W24 ROOF PEAK._ II " I SEISMIC B CE SEISMIC BRACE , " . 1 SB -4 Z NE SB -6 ZONE OF INFLU NCE OF MIUENCE-11 •—, ccs cc . 32LH TD_ PARS R.COR PLAN (ZONES 7 & 8) TOLCO FIG. 800 BRACE ATTACHMENT TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE `TOLCO FIG. 1001 BRACE ATTACHMENT LATERAL SWAY BRACE 6'-6" SCALE: 1/8"=1'-0" TOLCO FIG. 800 BRACE ATTACHMENT IDI KYLIGH -• ;,. ,civ M CNQ II I I REMOTE AREA (.45/3,500) SYSTEM DEMAND: 1,963.5 GPM 0 64.0 PSI AT BASE OF RISER 6'-6" IMI WELDED ATTACHEMENT BY OTHERS W14 BEAM OR MOMENT -.— FRAME WHERE OCCURS ATR, RING, & NUT & WASHER 3/8" TOP BEAM CLAMP W/RETAINER STRAP 3"x 3"x 1/4" ANGLE TYPICAL - FOR BRANCH LINES. EXCEPT: USE 3"x 3"x 5/16" AT 6" MAINS "U" HANGER DETAIL 6'-6" L WELDED' ATTACHEMENT BY OTHERS 3,-3" W14 BEAM 32" BAR JOISTS 6'-d O.C. 3,-9" 1/2" ATR, NUT & WASHER-\ /3" SCHEDULE 10 TRAPEZE PIPE x 7'-6" LONG 6 DRILL 9/16" 6" SPRINKLER MAIN "T1" TRAPEZE HANGER DETAIL 3/8" x 9" ROD WELDED TO - EACH END (DO NOT OPPOSE) ®I ®® BI 18 MATCH LINE (SEE SHEET FP -4) ZON UEN I I _. :784- W24 ROOF PEAK._ II " I SEISMIC B CE SEISMIC BRACE , " . 1 SB -4 Z NE SB -6 ZONE OF INFLU NCE OF MIUENCE-11 •—, ccs cc . 32LH TD_ PARS R.COR PLAN (ZONES 7 & 8) TOLCO FIG. 800 BRACE ATTACHMENT TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE `TOLCO FIG. 1001 BRACE ATTACHMENT LATERAL SWAY BRACE 6'-6" SCALE: 1/8"=1'-0" TOLCO FIG. 800 BRACE ATTACHMENT I 3'-6" it BMk 8'-0" BEAM TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE "TOLCO FIG. 4A PIPE CLAMP LONGITUDINAL SWAY BRACE 1'- 32" BAR JOIST 3" SCHEDULE 10 TRAPEZE PIPE x 7'-0" LONG 1/2" NUT & WASHER W16 BEAM DRILL 9/16"re D�. 3/8" x 9" ROD WELDED TO END OF PIPE i/2" ATR, LENGTH PER PLAN - "T2" TRAPEZE HANGER DETAIL DRILL 9/16" DIA. 6" SPRINKLER MAIN w J -EAREA 2 o►1-e B (.70/2,500) SYSTEM DEMAND: 2,149.1 GPM 0 59.9 PSI AT BASE OF RISER c' p' O 1/2" TOP BEAM CLAMP W/RETAINER STRAP x 18" ATR, NUT & WASHER ELEV. 1-71 T.O.S. ELEV. 293'-9" EIV/ 6 ITEM C 3 3 O 3 /.5 1 ) C) 3 C 3 • 1 10 3 EQUIPMENT LIST 6" TYCO MODEL DPV-1 (DN150) DRY PIPE VALVE W/TRIM & REL A-2 AIR MAINTENANCE DEVICE. POTTER ELECTRIC MODEL PS -1 OA ALARM PRESSURE SWITCH. POTTER ELECTRIC MODEL -40A HIGH/LOW AIR PRESSURE SWITCH. 8" GLOBAL MODEL BO -G300 BUTTERFLY VALVE W/BUILT-IN TAMPER SWITCH. 1d 1d x 8" GROOVED REDUCER. 8" x 6" GROOVED REDUCER. 8" PIPE STAND RELIABLE MODEL C WATER MOTOR ALARM TYCO "VIZOR" ELECTRONIC DRY PIPE ACCELERATOR. E ODEL CZOFLEX (21-0) DRY SYSTEM (TRANSFERUING NORTH) I.TO8GALLONS CALCULATED SYSTEM TRP TX: 31 SECONDS FITTER NOTE: CONNECT SYSTEM TRIM TO BUILDING COMPRESSED AIR SUPPLY, PROVIDED BY OTHERS. FITTER NOTE: PIPE SYSTEM DRAINS TO 6" DRAIN STANTON PROVIDED BY OTHERS. ELEV •_ 275'-9" O ZONE 6 TEM (TRANSFER RRY HWANG EAST SCE NOR1H) 1,07 CALL CALCULATED SYSTEM TRP TIE: 36 SECONDS ZONE 8 DRY SYSTEM NpYI((1� � AREA) 775 GALLONS CALCULATED SYSTEM TRP TIME: 19 SECOIC S O ul; 1-11 91111111111,,, iC]=ajr 111/ TOP BEAM CLAMP --V W/RETAINER STRAP 3-0 10 O 3-0 f c• O i 8 0-7 RISER ROOM DETAIL SCALE: 1/2" = 1'-O" TOP BEAM CLAMP ("D" TYPE) HANGER DETAIL SKYLIGHT OPENING 3/8" x 1" SELF -TAPPING BOLT (PRE -DRILL 1/4") OLCO FIG. 58 SIDE BEAM BRACKET 3/8" ATR HSS 12x4 PIPE HANGER RING - 1" PIPE W14 "H" HANGER DETAIL NOTES: 1) BRANCH LINES TO BE RUN AT 8" BELOW DECK, U.N.O. 2) PIPE HANGERS TO BE PER DETAIL "U", U.N.O. 3) STUB -UPS TO BE 1( ), U.N.Q. 4) [0 DENOTES STEEL BEAM PENETRATION (DIAMETER IN INCHES), BY OTHERS. 5) DRY SYSTEM GROOVED PIPE COUPLINGS TO BE SUPPLIED WITH FLUSH SEAL GASKETS. FITTER, INSTALL SURGE RESTRAINER CLIPS: 1 AT END OF ALL BRANCH LINES. 2 WITHIN 12" OF SPRINKLER DROP ON ARMOVERS EXCEEDING 12". 3 ON HANGER CLOSEST TO ANY UPRIGHT SPRINKLER POSITIONED CLOSER THAN 2" FROM ANY STRUCTURAL MEMBER, EQUIPMENT, PIPING, DUCT, ETC. END OF LINE HANGER 0 �T� ELEV. A B D E F G H K M N P R S T U HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE TRAPEZE (SEE DETAIL) TRAPEZE (SEE DETAIL) V W X Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE (1 STRUCTURE TO CENTER /` UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE x o. W z W a 2 0 • 3 4 17 32 SPRAY • 3/4" 1/2" 2 DRY TYPE STATE CERTIFICATION TEMP RATING O 165 O 286 500 1/2" 58 1/2" 1/2" APPROVAL REQUIRED CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD ESCUTCH FINISH FINISH TEMP QTY RELIABLE ELO UPRIGHT 11.2 K BRONZE NA 286' 279 REALE J168 STD. RESP. SSU 16.8 K ERNIE NA 83 RELIABLE Fl STD. RESP. SSU (MIZE NA 3 RELIAPLE 200' TOTAL 366 OUAUTY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 15, 2010 EDMON. 5. PIPING SHALL OE IN ACCORDAKE WITH NFPA PAMPHLET NO. 13, 2010 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1) ZONE 7 (RECEIVING FLOOR NW AREA) DRY SYSTEM IS HYDRAULICALLY CALCULATED TO DELIVER .45 GPM/3,500 SO. FT. 2) ZONE 8 (NORTH PROCESSSING AREA) DRY SYSTEM IS HYDRAULICALLY CALCULATED TO DELIVER .70 GPM/2,500 SO. FT. PIPE NOTES 1) THREADED PIPING TO BE ASTM A53 SCHEDULE 40 GALVANIZED IMPORT. 2) GROOVED PIPING TO BE ASTM A53 SCHEDULE 10 GALVANIZED IMPORT. NO DATE BY REVISIONS DESCRIPTION CONTRACT WITH: LYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE. WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 ATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 DESIGNER DATE JOB NO. DAVID HANKINS SHEET 3-4-11 OF 11-1785 ZONES 7 & 8 TEL: (253) 926-2290 FAX: (253) 922-6150 FP 5 41761 (SKYLIGHT -• I 3'-6" it BMk 8'-0" BEAM TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE "TOLCO FIG. 4A PIPE CLAMP LONGITUDINAL SWAY BRACE 1'- 32" BAR JOIST 3" SCHEDULE 10 TRAPEZE PIPE x 7'-0" LONG 1/2" NUT & WASHER W16 BEAM DRILL 9/16"re D�. 3/8" x 9" ROD WELDED TO END OF PIPE i/2" ATR, LENGTH PER PLAN - "T2" TRAPEZE HANGER DETAIL DRILL 9/16" DIA. 6" SPRINKLER MAIN w J -EAREA 2 o►1-e B (.70/2,500) SYSTEM DEMAND: 2,149.1 GPM 0 59.9 PSI AT BASE OF RISER c' p' O 1/2" TOP BEAM CLAMP W/RETAINER STRAP x 18" ATR, NUT & WASHER ELEV. 1-71 T.O.S. ELEV. 293'-9" EIV/ 6 ITEM C 3 3 O 3 /.5 1 ) C) 3 C 3 • 1 10 3 EQUIPMENT LIST 6" TYCO MODEL DPV-1 (DN150) DRY PIPE VALVE W/TRIM & REL A-2 AIR MAINTENANCE DEVICE. POTTER ELECTRIC MODEL PS -1 OA ALARM PRESSURE SWITCH. POTTER ELECTRIC MODEL -40A HIGH/LOW AIR PRESSURE SWITCH. 8" GLOBAL MODEL BO -G300 BUTTERFLY VALVE W/BUILT-IN TAMPER SWITCH. 1d 1d x 8" GROOVED REDUCER. 8" x 6" GROOVED REDUCER. 8" PIPE STAND RELIABLE MODEL C WATER MOTOR ALARM TYCO "VIZOR" ELECTRONIC DRY PIPE ACCELERATOR. E ODEL CZOFLEX (21-0) DRY SYSTEM (TRANSFERUING NORTH) I.TO8GALLONS CALCULATED SYSTEM TRP TX: 31 SECONDS FITTER NOTE: CONNECT SYSTEM TRIM TO BUILDING COMPRESSED AIR SUPPLY, PROVIDED BY OTHERS. FITTER NOTE: PIPE SYSTEM DRAINS TO 6" DRAIN STANTON PROVIDED BY OTHERS. ELEV •_ 275'-9" O ZONE 6 TEM (TRANSFER RRY HWANG EAST SCE NOR1H) 1,07 CALL CALCULATED SYSTEM TRP TIE: 36 SECONDS ZONE 8 DRY SYSTEM NpYI((1� � AREA) 775 GALLONS CALCULATED SYSTEM TRP TIME: 19 SECOIC S O ul; 1-11 91111111111,,, iC]=ajr 111/ TOP BEAM CLAMP --V W/RETAINER STRAP 3-0 10 O 3-0 f c• O i 8 0-7 RISER ROOM DETAIL SCALE: 1/2" = 1'-O" TOP BEAM CLAMP ("D" TYPE) HANGER DETAIL SKYLIGHT OPENING 3/8" x 1" SELF -TAPPING BOLT (PRE -DRILL 1/4") OLCO FIG. 58 SIDE BEAM BRACKET 3/8" ATR HSS 12x4 PIPE HANGER RING - 1" PIPE W14 "H" HANGER DETAIL NOTES: 1) BRANCH LINES TO BE RUN AT 8" BELOW DECK, U.N.O. 2) PIPE HANGERS TO BE PER DETAIL "U", U.N.O. 3) STUB -UPS TO BE 1( ), U.N.Q. 4) [0 DENOTES STEEL BEAM PENETRATION (DIAMETER IN INCHES), BY OTHERS. 5) DRY SYSTEM GROOVED PIPE COUPLINGS TO BE SUPPLIED WITH FLUSH SEAL GASKETS. FITTER, INSTALL SURGE RESTRAINER CLIPS: 1 AT END OF ALL BRANCH LINES. 2 WITHIN 12" OF SPRINKLER DROP ON ARMOVERS EXCEEDING 12". 3 ON HANGER CLOSEST TO ANY UPRIGHT SPRINKLER POSITIONED CLOSER THAN 2" FROM ANY STRUCTURAL MEMBER, EQUIPMENT, PIPING, DUCT, ETC. END OF LINE HANGER 0 �T� ELEV. A B D E F G H K M N P R S T U HANGER LEGEND "U" HOOK COACH SCREW ROD BM. CLAMP W/ "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE TRAPEZE (SEE DETAIL) TRAPEZE (SEE DETAIL) V W X Y Z FITTING LEGEND P PIPE -O -LET F PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE (1 STRUCTURE TO CENTER /` UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE x o. W z W a 2 0 • 3 4 17 32 SPRAY • 3/4" 1/2" 2 DRY TYPE STATE CERTIFICATION TEMP RATING O 165 O 286 500 1/2" 58 1/2" 1/2" APPROVAL REQUIRED CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD ESCUTCH FINISH FINISH TEMP QTY RELIABLE ELO UPRIGHT 11.2 K BRONZE NA 286' 279 REALE J168 STD. RESP. SSU 16.8 K ERNIE NA 83 RELIABLE Fl STD. RESP. SSU (MIZE NA 3 RELIAPLE 200' TOTAL 366 OUAUTY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 15, 2010 EDMON. 5. PIPING SHALL OE IN ACCORDAKE WITH NFPA PAMPHLET NO. 13, 2010 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1) ZONE 7 (RECEIVING FLOOR NW AREA) DRY SYSTEM IS HYDRAULICALLY CALCULATED TO DELIVER .45 GPM/3,500 SO. FT. 2) ZONE 8 (NORTH PROCESSSING AREA) DRY SYSTEM IS HYDRAULICALLY CALCULATED TO DELIVER .70 GPM/2,500 SO. FT. PIPE NOTES 1) THREADED PIPING TO BE ASTM A53 SCHEDULE 40 GALVANIZED IMPORT. 2) GROOVED PIPING TO BE ASTM A53 SCHEDULE 10 GALVANIZED IMPORT. NO DATE BY REVISIONS DESCRIPTION CONTRACT WITH: LYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE. WA 98005 JULIANNA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 ATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 DESIGNER DATE JOB NO. DAVID HANKINS SHEET 3-4-11 OF 11-1785 ZONES 7 & 8 TEL: (253) 926-2290 FAX: (253) 922-6150 FP 5 C 17'-6" 19'--0" 22'-6" 24T -3V" FF (BOD +10'- SPRINKLER LINE INSIDESTOR. RM. 1 _ 3-0 STOR C110. O.T.S. (ORD. II) 1 /4 0-6 247'-2y FF 24T-21/+ FF PATRIOT START POINT BEGINS AT FLANGE LEFT BY OTHERS SEE SHEET FP -1 FOR CONTINUATION - N 10" D.I. 0 zo BY OTHERS / 0 O F 0 co 70" 0.1 CO GWB of ^R • 261'-9' co (14'-11..+/-) N I R 4 4 17'-O" GWB QLG. 0 261'-9' +/- 1 —1 26 r5'-8 5 6 '- BOB 265'-11' BOD +/- BOD 261'-4'/f 266'-1' BOD 20 /R /R .e. (� 26V-111 EL. 266'-1 1/t" BOD 266'-5 BOO 266'-3'h' 20-11/2' 0 io zt 11/2 8-0 63'-5 266'-eBOO 271'-3' BOO, 11/4 1 266'-5 !Y 1 N BOD Co 271'-5 270'-11F2" BOD BOD OPEN TO ABOVE 26r-5' 271'-5 0 -27P-3" 270'-61/2" 270'-8 BOD BOD 264'-4' •266'-101V BOD •\O BOD `OF 263'-5 'to 267'-8] I 27r- aLD1 B 111/2 t9 91-0 — 271'-5 BOO TOP LOA BAY CO2 O.T.S. EX. HAZ. I .30/2.500 11/ 1 /4 11/4 re 1 8-6 � S 0 5-6 -1 320 _.o 271'-5 .D cr I 266'-5Ih' 264'-O' 263'-4V' BOD 263'-14!" CN N1 fl 11 ami illw •- I' 266' U 264.- 1.- B°80_ IL T 266'-6" 1%2ce 264-3 BOB 266'-8 N 0, R N 11/2 ce 267-2W" 1) 9�0) 1 ¢'`3=8cc1 CDN- I SEISMIC BRACE SB -11 ZONE OF INFLUENCE ZONE 3 REMOTE AREA (.30/5,000) — SYSTEM DEMAND: 2043.3 GPM 0 65.0 PSI AT BASE OF RISER 266'-11Mt' BOD 267-2" BOD 26T-4" BOO 267'-8 BOO CMPACTM FL ROD COUPLING AL THREAD ROD HILTI "TZ" KWIK BOLT CONCRETE ANCHOR ANVIL FIG. 69 PIPE RING "R" HANGER DETAIL PS -200 -EH STRUT W/ PIPE CLAMP AND 3/8" HILTI KWIK BOLTS "U" HANGER DETAIL V2" HILTI TZ QUICK BOLT TOLCO FIG. 980 BRACE ATTACHMENT • • TOLCO FIG. 1001 BRACE ATTACHMENT LATERAL SWAY BRACE \QUICK BOLT TOLCO FIG. 980 BRACE ATTACHMENT 1" SCH. 40 PIPE TOLCO FIG. 4L BRACE ATTACHEMENT LONGITUDINAL SWAY BRACE FITTER, INSTALL SURGE RESTRAINER CLIPS: 1 AT END OF ALL BRANCH LINES. 2 WITHIN 12" OF SPRINKLER DROP ON ARMOVERS EXCEEDING 12". 3 ON HANGER CLOSEST TO ANY UPRIGHT SPRINKLER POSITIONED CLOSER THAN 2" FROM ANY STRUCTURAL MEMBER, EQUIPMENT, PIPING, DUCT, ETC. TOLCO FIG 25 SURGE RESTRAINER CLIP & PiPE RING END OF LINE HANGER NOTE: I ) DRY SYSTEM GROOVED PIPE COUPLINGS TO BE SUPPLIED WITH FLUSH SEAL GASKETS. HANGER LEGEND A "U" HOOK COACH SCREW ROD BM. CLAMP WI "STRAP EYELET FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP ALL THREAD ROD TOGGLE NUT POWDER DRIVEN STUD EXPANSION BOLT PIPE SPIKE FITTING LEGEND PIPE -0 -LET PLAIN END FIT FITTING SN GROOVED SHAPED NIPPLE TSN THREADED SHAPED NIPPLE ADN ADJUSTABLE DROP NIPPLE 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE STRUCTURE TO CENTER UNE OF PIPE IN INCHES SPRINKLER LEGEND SPRINKLER ORIFICE SIZES AND TYPE a. a. 41 La I— cri 2 0 1" 3 4 17 SPRAY 1/2" 2 1" 2 DRY TYPE 1" • 1" STATE CERTIFICATION TEMP RATING 0 0 BZE 212 12 8 1" 1" 1/2" GO 1/2" APPROVAL REQUIRED CITY OF TUKWILA FACTORY MUTUAL OWNER SPRINKLER HEAD LEGEND SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY REUABLE STD. RESP. SSU 17/32" MONZE NA 286 107 REALE STD. RESP. SSU ERONZE NA 155' 3 RELIABLE STD. RESP. SSU ve ROWE NA 13 5 V3607 CFROW CHROVE 286' 4 NA 4 TYCO EC -25 K 252 2 TOTAL 135 BY DATE APPROVED FOR F CATION BY DATE GENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL USTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2010 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 2010 EDITION 6. JOINING OF PIPE AND FITTINGS. THREADED & WELDED, SHAM BE IN ACCORDANCE NFPA PAMPHLET NO. 13. 2010 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. AU. WIRING Of ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED By OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED eY OTHERS DESIGN CRITERIA 1) COMPACTOR LEVEL ZONE 3 DRY SYSTEM IS HYDRAULICALLY CALCULATED TO DELIVER .30 GPM/5,000 SQ. FT. PIPE NOTES 1) THREADED PIPING TO BE ASTM A53 SCHEDULE 40 GALVANIZED IMPORT. 2) GROOVED PIPING TO BE ASTM A53 SCHEDULE 10 GALVANIZED IMPORT. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: LYDIG CONSTRUCTION 12100 NORTHRUP WAY BELLEVUE, WA 98005 JULIAN NA BALDWIN 425-736-0734 PROJECT NAME: BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH TUKWILA, WASHINGTON 98188 ATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 DESIGNER DATE JOB NO. DAVID HANKINS SHEET 3-4-11 11-1785 OF COMPACTOR LEVEL TEL: (253) 926-2290 FAX: (253) 922-6150 FP0.6 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Bow Lake Transfer Station 18800 Orillia Rd S Permit No.: 11-S-079 Date: April 14, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • The sprinkler system main drain(s), shall drain to an appropriately sized sanitary sewer connection. • Offices, conference rooms, meeting rooms, and other areas classified as light - hazard per NFPA 13 shall be protected with quick -response sprinkler heads. • Comply with Factory Mutual review letter comments dated March10, 2011. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Maintain a 4 ft. clear space around the sprinkler riser(s) for emergency access. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. The signs shall be secured with corrosion -resistant wire, chain or other approved means. • All new underground piping shall be hydrostatically tested. Contact Dave Stuckle, Utilities Inspector, Public Works Department at (206) 433-0179 to make and appointment. • A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet next to the sprinkler riser. A special sprinkler wrench shall also be provided. • Sprinklers subject to mechanical injury shall be protected with listed guards. • When the sprinkler riser is located inside'a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Sprinkler coverage around unit heaters needs to comply with section 8.3.2.5 and figure 8.3.2.5 of NFPA 13. • The height of fire department connections (FDC's) shall be 36 to 48 inches above grade. • Fire department connections (FDC's) shall be oriented in the direction of fire apparatus access, have a 4 ft. clear space in front and to the sides of the connection, be appropriately signed, have the building address served by the FDC stenciled vertically in 3 -inch high white numbers on a "safety red" background directly beneath the hose connection facing the direction of vehicular access, and protected from potential vehicular damage. • The fire department connection (FDC) shall have a downward angle bend of 30 degrees, with a 5 -inch Storz fitting and Knox FDC locking Storz cap. • Post Indicator Valves (PIV's) shall have the building address served by the PIV stenciled vertically in 3 -inch high white numbers on a "safety red" background, facing the direction of vehicular access. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2010 Edition. PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 1 WET SYSTEM FILE NUMBER: ZONEI.SDF DATE: rip 16, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GP. I DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1,500 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 19 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 429.6 gpm TOTAL WATER REQUIRED (including hose): 679.6 gpm FLOW AND PRESSURE (@ BOR): 429.6 gpm @ 90.1 psi SPRINKLER ORIFICE SIZE: 5.6K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are'automatically transfered from the calculation report SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF JOB TITLE: ZONE 1 (WET SYSTEM) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 119.3 679.6 96.4 Required pressure is 22.8 psi (19%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 679.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 429.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 301.2 K= 5.60 12.4 2 301.2 K= 5.60 15.2 3 301.2 - - - - 15.0 4 301.1 K= 5.60 13.6 5 295.8 K= 5.60 14.2 6 301.1 - - - - 14.0 7 301.1 K= 5.60 16.8 8 301.1 - - - - 20.1 101 301.1 - - - - 29.1 9 301.0 K= 5.60 10.3 10 301.0 K= 5.60 10.8 11 301.0 - - - - 11.5 12 301.0 K= 5.60 12.0 13 301.0 - - - - 12.7 14 301.0 K= 5.60 13.9 15 301.0 - - - 14.8 16 301.0 K= 5.60 15.1 17 301.0 - - - - 16.0 18 301.0 K= 5.60 17.4 19 301.0 - - - 18.5 20 297.6 K= 5.60 21.6 21 301.0 - 21.9 22 301.0 - - - - 28.4 2 6 K= 5.60 11.9 K= 5.60 10.6 - - - - 12.5 K= 5.60 15.2 8 - - - - 18.4 6 K= 5.60 17.7 8 - - - - 21.5 36t - .: 6 K= 5.60 21.5 31 300.8 - - - - 26.2 19.7 21.8 20.6 21.1 22.9 18.0 18.4 19.4 20.9 21.7 23.4 26.0 19.3 18.2 21.8 23.5 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF • JOB TITLE: ZONE 1 (WET SYSTEM) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 300.4 K= 5.60 35.5 33.4 33 300.4 K= 5.60 35.6 33.4 A 300.1 - - - - 32.8 B 300.1 33.0 C 300.1 34.2 D 300.1 36.8 RV 300.1 72.8 TOR 284.0 82.9 BOR 274.7 90.1 UG1 268.0 93.1 BP1 270.0 92.4 BP2 270.0 - - - - 96.4 CITY 270.0 SOURCE 96.4 429.6 S S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF JOB TITLE: ZONE 1 (WET SYSTEM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.7 1.049 PL 13.50 PF 2.6 1 301.2 5.6 12.4 19.7 7.3 120 FTG ET PE 0.0 3 301.2 0.0 15.0 0.0 0.127 TL 20.50 PV Pipe: 2 19.7 1.049 PL 1.00 PF 0.1 2 301.2 5.6 15.2 21.8 7.3 120 FTG ---- PE 0.0 3 301.2 0.0 15.0 0.0 0.127 TL 1.00 PV Pipe: 3 -41.6 1.049 PL 4.75 PF 4.9 2 301.2 5.6 15.2 21.8 15.4 120 FTG T PE 0.0 8 301.1 0.0 20.1 0.0 0.503 TL 9.75 PV Pipe: 4 -20.6 1.049 PL 3.00 PF 0.4 4 301.1 5.6 13.6 20.6 7.7 120 FTG ---- PE 0.0 6 301.1 0.0 14.0 0.0 0.138 TL 3.00 PV Pipe: 5 -21.1 1.049 PL 7.42 PF 2.1 5 295.8 5.6 14.2 21.1 7.8 120 FTG ET PE -2.3 6 301.1 0.0 14.0 0.0 0.143 TL 14.42 PV Pipe: 6 -41.7 1.049 PL 5.50 PF 2.8 6 301.1 0.0 14.0 0.0 15.5 120 FTG ---- PE 0.0 7 301.1 5.6 16.8 22.9 0.507 TL 5.50 PV Pipe: 7 -64.6 1.380 PL 2.25 PF 3.4 7 301.1 5.6 16.8 22.9 13.9 120 FTG ET PE 0.0 8 301.1 0.0 20.1 0.0 0.300 TL 11.25 PV Pipe: 8 -106.2 1.380 PL 6.00 PF 9.0 8 301.1 0.0 20.1 0.0 22.8 120 FTG T PE 0.0 101 301.1 0.0 29.1 0.0 0.751 TL 12.00 PV Pipe: 9 -106.2 1.610 PL 1.04 PF 3.2 101 301.1 0.0 29.1 0.0 16.7 120 FTG T PE 0.5 A 300.1 0.0 32.8 0.0 0.355 TL 9.04 PV Pipe: 10 -18.0 1.049 PL 9.25 PF 1.2 9 301.0 5.6 10.3 18.0 6.7 120 FTG E PE 0.0 11 301.0 0.0 11.5 0.0 0.107 TL 11.25 PV Pipe: 11 -18.4 1.049 PL 1.25 PF 0.7 10 301.0 5.6 10.8 18.4 6.8 120 FTG T PE 0.0 11 301.0 0.0 11.5 0.0 0.112 TL 6.25 PV Pipe: 12 -36..4 1.049 PL 3.00 PF 1.2 11 301.0 0.0 11.5 0.0 13.5 120 FTG ---- PE 0.0 13 301.0 0.0 12.7 0.0 0.395 TL 3.00 PV • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF eJOB TITLE: ZONE 1 (WET SYSTEM) • PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -19.4 1.049 PL 1.25 PF 0.8 12 301.0 5.6 12.0 19.4 7.2 120 FTG T FE 0.0 13 301.0 0.0 12.7 0.0 0.123 TL 6.25 PV Pipe: 14 -55.8 1.380 PL 9.00 PF 2.1 13 301.0 0.0 12.7 0.0 12.0 120 FTG ---- PE 0.0 15 301.0 0.0 14.8 0.0 0.228 TL 9.00 PV Pipe: 15 -20.9 1.049 PL 1.25 PF 0.9 14 301.0 5.6 13.9 20.9 7.7 120 FTG T PE 0.0 15 301.0 0.0 14.8 0.0 0.141 TL 6.25 PV Pipe: 16 -76.7 1.380 PL 3.00 PF 1.2 15 301.0 0.0 14.8 0.0 16.4 120 FTG ---- PE 0.0 17 301.0 0.0 16.0 0.0 0.411 TL 3.00 PV Pipe: 17 -21.7 1.049 PL 1.25 PF 0.9 16 301.0 5.6 15.1 21.7 8.1 120 FTG T PE 0.0 17 301.0 0.0 16.0 0.0 0.152 TL 6.25 PV Pipe: 18 -98.4 1.610 PL 8.00 PF 2.5 17 301.0 0.0 16.0 0.0 15.5 120 FTG ---- PE 0.0 19 301.0 0.0 18.5 0.0 0.308 TL 8.00 PV Pipe: 19 -23.4 1.049 PL 1.25 PF 1.1 18 301.0 5.6 17.4 23.4 8.7 120 FTG T PE 0.0 19 301.0 0.0 18.5 0.0 0.173 TL 6.25 PV Pipe: 20 -121.8 1.610 PL 7.50 PF 3.4 19 301.0 0.0 18.5 0.0 19.2 120 FTG ---- PE 0.0 21 301.0 0.0 21.9 0.0 0.457 TL 7.50 PV Pipe: 21 -26.0 1.049 PL 3.38 PF 1.8 20 297.6 5.6 21.6 26.0 9.7 120 FTG T PE -1.5 21 301.0 0.0 21.9 0.0 0.212 TL 8.38 PV Pipe: 22 -147.8 1.610 PL 10.00 PF 6.5 21 301.0 0.0 21.9 0.0 23.3 120 FTG ---- PE 0.0 22 301.0 0.0 28.4 0.0 0.653 TL 10.00 PV Pipe: 23 -147.8 2.067 PL 6.88 PF 4.2 22 301.0 0.0 28.4 0.0 14.1 120 FTG ET PE 0.4 B 300.1 0.0 33.0 0.0 0.193 TL 21.88 PV Pipe: 24 -19.3 1.049 PL 12.58 PF 2.0 23 297.6 5.6 11.9 19.3 7.2 120 FTG 2E PE -1.4 25 300.8 0.0 12.5 0.0 0.122 TL 16.58 PV Pipe: 25 -18.2 1.049 PL 22.00 PF 2.9 24 298.6 5.6 10.6 18.2 6.8 120 FTG T PE -1.0 25 300.8 0.0 12.5 0.0 0.109 TL 27.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF JOB TITLE: ZONE 1 (WET SYSTEM) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -37.5 1.049 PL 14.00 PF 5.8 25 300.8 0.0 12.5 0.0 13.9 120 FTG ---- PE 0.0 27 300.8 0.0 18.4 0.0 0.417 TL 14.00 PV Pipe: 27 -21.8 1.049 PL 22.00 PF 4.1 26 298.6 5.6 15.2 21.8 8.1 120 FTG T PE -1.0 27 300.8 0.0 18.4 0.0 0.153 TL 27.00 PV Pipe: 28 -59.4 1.380 PL 12.00 PF 3.1 27 300.8 0.0 18.4 0.0 12.7 120 FTG ---- PE 0.0 29 300.8 0.0 21.5 0.0 0.256 TL 12.00 PV Pipe: 29 -23.5 1.049 PL 22.00 PF 4.7 28 298.6 5.6 17.7 23.5 8.7 120 FTG T PE -1.0 29 300.8 0.0 21.5 0.0 0.176 TL 27.00 PV Pipe: 30 -82.9 1.380 PL 10.00 PF 4.8 29 300.8 0.0 21.5 0.0 17.8 120 FTG ---- PE 0.0 31 300.8 0.0 26.2 0.0 0.475 TL 10.00 PV Pipe: 31 -26.0 1.049 PL 22.00 PF 5.7 30 298.6 5.6 21.5 26.0 9.6 120 FTG T PE -1.0 31 300.8 0.0 26.2 0.0 0.211 TL 27.00 PV Pipe: 32 -108.8 1.610 PL 8.83 PF 7.7 31 300.8 0.0 26.2 0.0 17.2 120 FTG ET PE 0.3 C 300.1 0.0 34.2 0.0 0.371 TL 20.83 PV Pipe: 33 -33.4 2.067 PL 11.00 PF 0.1 32 300.4 5.6 35.5 33.4 3.2 120 FTG ---- PE 0.0 33 300.4 5.6 35.6 33.4 0.012 TL 11.00 PV Pipe: 34 -66.8 2.067 PL 7.83 PF 1.0 33 300.4 5.6 35.6 33.4 6.4 120 FTG ET PE 0.1 D 300.1 0.0 36.8 0.0 0.045 TL 22.83 PV Pipe: 35 -106.2 2.635 PL 8.00 PF 0.3 A 300.1 0.0 32.8 0.0 6.2 120 FTG ---- PE 0.0 B 300.1 0.0 33.0 0.0 0.032 TL 8.00 PV Pipe: 36 -254.0 2.635 PL 7.42 PF 1.2 B 300.1 0.0 33.0 0.0 14.9 120 FTG ---- PE 0.0 C 300.1 0.0 34.2 0.0 0.162 TL 7.42 PV Pipe: 37 -362.8 2.635 PL 8.17 PF 2.6 C 300.1 0.0 34.2 0.0 21.3 120 FTG ---- PE 0.0 D 300.1 0.0 36.8 0.0 0.312 TL 8.17 PV Pipe: 38 -429.6 2.635 PL 61.17 PF 36.0 D 300.1 0.0 36.8 0.0 25.3 120 FTG TL PE 0.0 RV 300.1 0.0 72.8 0.0 0.427 TL 84.17 PV • e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF JOB TITLE: ZONE 1 (WET SYSTEM) PIPE TAG END ELEV. NODES (FT) RV TOR Pipe: 67 300.1 284.0 Pipe: 70 TOR 284.0 BOR 274.7 Pipe: 71 BOR 274.7 UG1 268.0 UG1 BP1 BP2 BP1 BP2 CITY NOZ. PT DISC. (K) (PSI) (GPM) Q(GPM) DIA(IN) LENGTH VEL (FPS) HW (C) (FT) FL/FT - 429.6 4.260 PL 35.67 0.0 72.8 0.0 9.7 120 FTG T2L 0.0 82.9 0.0 0.041 TL 77.67 PRESS. SUM. (PSI) PF 3.2 PE 7.0 PV - 429.6 4.260 PL 9.33 PF 3.2 0.0 82.9 0.0 9.7 120 FTG TBA PE 4.0 0.0 90.1 0.0 0.041 TL 77.33 PV - 429.6 8.249 PL 13.00 PF 0.1 0.0 90.1 0.0 2.6 120 FTG TL PE 2.9 0.0 93.1 0.0 0.002 TL 69.00 PV Pipe: 72 -429.6 268.0 0.0 93.1 0.0 1.6 270.0 0.0 92.4 0.0 Pipe: 73 270.0 0.0 270.0 0.0 92.4 0.0 10.400 PL 93.00 PF 0.1 140 FTG 4LG PE -0.9 0.000 TL 205.00 PV FIXED PRESSURE LOSS DEVICE 96.4 0.0 4.0 psi, 429.6 gpm Pipe: 74 270.0 270.0 NOTES (HASS): -429.6 10.400 PL 83.00 PF 0.1 0.0 96.4 0.0 1.6 140 FTG T2LG PE 0.0 SRCE 96.4 (N/A) 0.000 TL 223.00 PV (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.111 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.3 ft/sec at pipe 38. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER. SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF JOB TITLE: ZONE 1 (WET SYSTEM) PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B. G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.635 8.00 17.00, 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 8.249 21.00 41.00 15'.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L- C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF • JOB TITLE: ZONE 1 (WET SYSTEM) • • 0 0 0 N 0 0 co 0 O 0 —o 00 0 —o 0 —o 0 0 O N H C7aD(943 aC4GIU) r4 143 0 0 c1• �o CO u) 0 CO 0 0 N r -I FLOW (GPM) SPRINKLERSYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 1.SDF JOB TITLE: ZONE 1 (WET SYSTEM) WATER SUPPLY CURVE 132+ 121*\\\\\\\\\\ 0 \\\\\\\\\\\ \\\\\\\\\\ * <-112.0 psi @ 1375 gpm 110+ Flow Test Point 99+ X P 88+ R I E 1 S 1 S 77+ U I R I E I 66+ ( I P I S I I 55+ ) I 44+ 33+ I 22+ LEGEND I X = Required Water Supply 96.45 psi @ 679.6 gpm 11+ 1 0 = Available Water Supply " 119.28 psi @ 679.6 gpm " I " 0++400 600 800 1000 1200 140+ + + 2000 0 1600 180000 FLOW (GPM) • • • • • PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 2 (TSO CANOPY) FILE NUMBER: ZONE2.SDF DATE: FEB 16, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GP. I DENSITY: .30 gpm/sq. ft. AREA OF APPLICATION: 2,500 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 28 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 894.5 gpm TOTAL WATER REQUIRED (including hose): 1394.5 gpm FLOW AND PRESSURE (@ BOR): 894.5 gpm @ 75.3 psi SPRINKLER ORIFICE SIZE: 8.0K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF-TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 - Items listed in bold print are automatically transfered from the calculation report SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 111.7 1394.5 82.4 Required pressure is 29.3 psi (26%) less thanavailable pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1394.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 894.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 300.7 - - - - 13.4 lA 300.7 K= 8.00 12.1 27.8 2 300.5 - - - - 13.7 2A 300.5 K= 8.00 12.4 28.1 3 300.2 - - - - 14.6 3A 300.2 K= 8.00 13.2 29.0 4 300.1 - - - - 16.4 - - - 4A 300.1 K= 8.00 14.8 30.8 5 299.9 - - - - 19.6 5A 299.9 K= 8.00 17.7 33.7 RV1 299.8 - - - 22.1 6 299.7 - - - - 22.8 6A 299.7 K= 8.00 20.7 36.4 7 3013.7 - - - - 13.4 7A 300.7 K= 8.00 12.1 27.8 8 300.5 - - - - 13.8 - - - 8A 300.5 K= 8.00 '12.4 28.2 9 300.2 - - - 14.7 9A 300.2 K= 8.00 13.2 29.1 10 300.1 - - - 16.5 10A 300.1 K= 8.00 14.9 30.9 11 299.9 - - - - 19.7 11A 299.9 K= 8.00 17.8 33.7 RV2 299.8 22.2 12 299.7 - - - - 22.9 - - 12A 299.7 K= 8.00 20.7 36.4 13 300.7 - - - - 13.6 13A 300.7 K= 8.00 12.3 28.0 14 300.5 - - - - 13.9 14A 300.5 K= 8.00 12.6 28.3 15 300.2 - - - - 14.8 15A 300.2 K= 8.00 13.4 29.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF 111 JOB TITLE: ZONE 2 (TSO CANOPY) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 16 300.1 - - - 16.7 16A 300.1 K= 8.00 15.1 31.0 17 299.9 - - - 19.9 - - - 17A 299.9 K= 8.00 18.0 33.9 RV3 299.8 - - - - 22.4 18 299.7 - - - - 23.1 18A 299.7 K= 8.00 21.0 36.6 19 300.7 - - - - 14.1 - - - 19A 300.7 K= 8.00 12.7 28.5 20 300.5 14.4 20A 300.5 K= 8.00 13.0 28.8 21 300.2 - - - - 15.3 - - 21A 300.2 K= 8.00 13.8 29.8 22 300.1 - - - - 17.2 22A 300.1 K= 8.00 15.6 31.6 23 299.9 - - - 20.6 23A 302.9 K= 8.00 15.7 31.7 RV4 299.8 23.1 24 299.7 23.8 24A 299.7 K= 8.00 21.6 37.1 25 300.2 - - - - 22.7 25A 300.2 K= 8.00 20.5 36.2 26 300.1 - - - - 23.1 26A 300.1 K= 8.00 20.9 36.6 27 299.9 - - - - 24.5 27A 302.9 K= 8.00 20.1 35.9 RV5 299.8 - - - - 25.9 28 299.7 - - - - 26.3 28A 299.7 K= 8.00 23.8 39.1 101 299.6 - - - - 26.7 102 299.6 26.8 103 299.6 27.1 104 299.6 27.8 105 299.6 28.9 106 299.4 44.7 TOR 285.2 67.3 DPV1 277.6 71.9 DPV2 277.6 72.9 BOR 274.7 - - - - 75.3 UG1 268.0 78.6 BP1 270.0 78.1 BP2 270.0 - - - - 82.1 CITY 270.0 SOURCE 82.4 894.5 • SPRINKLER. SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -27.8 1.049 PL 0.50 PF 1.3 1A 300.7 8.0 12.1 27.8 10.3 120 FTG T PE 0.0 1 300.7 0.0 13.4 0.0 0.239 TL 5.50 PV Pipe: 2 -27.8 1.682 PL 9.25 PF 0.2 1 300.7 0.0 13.4 0.0 4.0' 120 FTG ---- PE 0.1 2 300.5 0.0 13.7 0.0 0.024 TL 9.25 PV Pipe: 3 -28.1 1.049 PL 0.50 PF 1.3 2A 300.5 8.0 12.4 28.1 10.4. 120 FTG T PE 0.0 2 300.5 0.0 13.7 0.0 0.244 TL 5.50 PV Pipe: 4 -55.9 1.682 PL 9.25 PF 0.8 2 300.5 0.0 13.7 0.0 8.1 120 FTG ---- PE 0.1 3 300.2 0.0 14.6 0.0 0.087 TL 9.25, PV Pipe: 5 -29.0 1.049 PL 0.5C PF 1.4 3A 300.2 8.0 13.2 29.0 10.8 120 FTG T PE 0.0 3 300.2 0.0 14.6 0.0 0.259 TL 5.50 PV Pipe: 6 -85.0 1.682 PL 9.25 PF 1.8 3 300.2 0.0 14.6 0.0 12.3 120 FTG --- PE 0.1 4 300.1 0.0 16.4 0.0 0.190 TL 9.25 PV Pipe: 7 -30.8 1.049 PL 0.50 PF 1.6 4A 300.1 8.0 14.8 30.8 11.4 120 FTG T PE 0.0 4 300.1 0.0 16.4 0.0 0.290 TL 5.50 PV Pipe: 8 -115.$ 1.682 PL 9.25 PF 3.1 4 300.1 0.0 16.4 0.0 16.7 120 FTG ---- PE 0.1 5 299.9 0.0 19.6 0.0 0.336 TL 9.25 PV Pipe: 9 -33.7 1.049 PL 0.50 PF 1.9 5A 299.9 8.0 17.7 33.7 12.5 120 FTG T PE 0.0 5 299.9 - 0.0 19.6 0.0 0.341 TL 5.50 PV Pipe: 10 -149.5 1.682 PL 4.50 PF 2.4 5 299.9 0.0 19.6 0.0 21.6 120 FTG ---- PE 0.1 RV1 299.8 0.0 22.1 0.0 0.539 TL 4.50 PV Pipe: 11 -149.5 2.157 PL 4.17 PF 0.7 RV1 299.8 0.0 22.1 0.0 13.1 120 FTG ---- PE 0.1 6 299.7 0.0 22.8 0.0 0.161 TL 4.17 PV Pipe: 12 -36.4 1.049 PL 0.50 PF 2.2 6A 299.7 8.0 20.7 36.4 13.5 120 FTG T PE 0.0 6 299.7 0.0 -22.8 0.0 0.393 TL 5.50 PV • • DATE: 2/16/2011 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) PIPE TAG END ELEV. NODES (FT) Pipe: 13 6 299.7 101 299.6 Pipe: 14 7A 300.7 7 300.7 Pipe: 15 7 300.7 8 300.5 NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HW(C) (FT) (PSI) (GPM) FL/FT - 185.8 2.157 PL 0.0 22.8 0.0 16.3 120 FTG 0.0 26.7 0.0 0.240 TL 4.17 T 16.17 PRESS. SUM. (PSI) PF 3.9 PE 0.0 PV - 27.8 1.049 PL 0.50 PF 1.3 8.0 12.1 27.8 10.3 120 FTG T PE 0.0 0.0 13.4 0.0 0.240 TL 5.50 PV 0.0 13.4 0.0 13.8 Pipe: 16 8A 300.5 8.0 8 300.5 0.0 Pipe: 17 8 300.5 0.0 9 300.2 0.0 Pipe: 18 9A 300.2 9 300.2 Pipe: 19 9 300.2 10 300.1 Pipe: 20 10A 300.1 10 300.1 Pipe: 21 10 300.1 11 299.9 Pipe: 22 11A 299.9 11 299.9 Pipe: 23 11 299.9 RV2 299.8 Pipe: 24 RV2 299.8 12 299.7 Pipe: 25 12A 299.7 12 299.7 -27.8 1.682 PL 0.0 4.0 120 FTG 0.0 0.024 TL 9.25 PF 0.2 - --- PE 0.1 9.25 PV - 28.2 1.049 PL 0.50 PF 1.3 12.4 28.2 10.5 120 FTG T PE 0.0 13.8 0.0 0.245 TL 5.50 PV - 56.0 1.682 PL 13.8 0.0 8.1 120 FTG 14.7 0.0 0.088 TL 9.25 PF 0.8 - --- PE 0.1 9.25 PV - 29.1 1.049 PL 0.50 PF 1.4 8.0 13.2 29.1 10.8 120 FTG T PE 0.0 0.0 14.7 0.0 0.260 TL 5.50 PV 0.0 14.7 0.0 16.5 8.0 14.9 0.0 16.5 - 85.1 1.682 PL 0.0 12.3 120 FTG 0.0 0.190 TL 9.25 PF 1.8 - --- PE 0.1 9.25 PV -30.9 1.049 PL 0.50 PF 1.6 30.9 11.5 120 FTG T PE 0.0 0.0 0.290 TL 5.50 PV -116.0 1.682 PL 0.0 16.5 0.0 16.7 120 FTG 0.0 19.7 0.0 0.337 TL 8.0 17.8 0.0 19.7 9.25 PF 3.1 - --- PE 0.1 9.25 PV - 33.7 1.049 PL 0.50 PF 1.9 33.7 12.5 120 FTG T PE 0.0 0.0 0.342 TL 5.50 PV -149.7 1.682 PL 0.0 19.7 0.0 21.6 120 FTG 0.0 22.2 0.0 0.541 TL 0.0 22.2 0.0 22.9 8.0 20.7 0.0 22.9 - 149.7 2.157 PL 0.0 13.1 120 FTG 0.0 0.161 TL -36.4 1.049 PL 36.4 13.5 120 FTG 0.0 0.394 TL 4.50 PF 2.4 ---- PE 0.1 4.50 PV 4.17 PF 0.7 - --- PE 0.1 4.17 PV 0.50 PF 2.2 T PE 0.0 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/1/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) - (FT) SUM. NODES (FT) (K) (PSI), (GPM) FL/FT (PSI) Pipe: 26 -186.2 2.157 PL 4.17 PF 3.9 12 299.7 0.0 22.9 0.0 16.3 120 FTG T PE 0.0 102 299.6 0.0 26.8 0.0 0.241 TL 16.17 PV Pipe: 27 -28.0 1.049 PL 0.50 PF 1.3 13A 300.7 8.0 12.3 28.0 10.4; 120 FTG T PE 0.0 13 300.7 0.0 13..6 0.0 0.243 TL 5.50 PV Pipe: 28 -28.0 1.682 PL 9.25 PF 0.2 13 300.7 0.0 13.6 0.0 4.0 120 FTG ---- PE 0.1 14 300.5 0.0 13.9 0.0 0.024 TL 9.25 PV Pipe: 29 -28.3 1.049 PL 0.50 PF 1.4 14A 300.5 8.0 12.6 28.3 10.E 120 FTG T PE 0.0 14 300.5 0.0 13.9 0.0 0.248 TL 5.50 PV Pipe: 30 -56.4 1.682 PL 9.25 PF 0.8 14 300.5 0.0 13.9 0.0 8.1 120 FTG ---- PE 0.1 15 300.2 0.0 14.8 0.0 0.089 TL 9.25 PV Pipe: 31 -29.3 1.049 PL 0.50 PF 1.4 15A 300.2 8.0 13.4 29.3 10.9 120 FTG T PE 0.0 15 300.2 0.0 14.8 0.0 0.263 TL 5.50 PV Pipe: 32 -85.6 1.682 PL 9.25 PF 1.8 15 300.2 0.0 14.8 0.0 12.4 120 FTG ---- PE 0.1 16 300.1 0.0 16.7 0.0 0.192 TL 9.25 PV Pipe: 33 -31.0 1.049 PL 0.50 PF 1.6 16A 300.1 8.0 15.1 31.0 11.5 120 FTG T PE 0.0 16 300.1 0.0 16.7 0.0 0.294 TL 5.50 PV Pipe: 34 -116.7 1.682 PL 9.25 PF 3.2 16 300.1 0.0 16.7 0.0 16.8 120 FTG ---- PE 0.1 17 299.9 0.0 19.9 0.0 0.341 TL 9.25 PV Pipe: 35 -33.9 1.049 PL 0.50 PF 1.9 17A 299.9 8.0 18.0 33.9 12.6 120 FTG T PE 0.0 17 299.9 0.0 19.9 0.0 0.346 TL 5.50 PV Pipe: 36 -150.6 1.682 PL 4.50 PF 2.5 17 299.9 0.0 19.9 0.0 21.7 120 FTG ---- PE 0.1 RV3 299.8 0.0 22.4 0.0 0.547 TL 4.50 PV Pipe: 37 -150.6 2.157 PL 4.17 PF 0.7 RV3 299.8 0.0 22.4 0.0 13.2 120 FTG ---- PE 0.1 18 299.7 0.0 23.1 0.0 0.163 TL 4.17 PV Pipe: 38 -36.6 1.049 PL 0.50 PF 2.2 18A 299.7 8.0 21.0 36.6 13.6 120 FTG T PE 0.0 18 299.7 0.0 23.1 0.0 0.398 TL 5.50 PV DATE: 2/16/2011 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) PIPE TAG END ELEV. NODES (FT) Pipe: 39 18 299.7 103 299.6 Pipe: 40 19A 300.7 19 300.7 Pipe: 41 19 300.7 20 300.5 Pipe: 42 20A 300.5 20 300.5 Pipe: 43 20 300.5 21 300.2 Pipe: 44 21A 300.2 21 300.2 Pipe: 45 21 300.2 22 300.1 Pipe: 46 22A 300.1 22 300.1 Pipe: 47 22 300.1 23 299.9 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) 0.0 23.1 0.0 27.1 DIA(IN) LENGTH HW(C) (FT) FL/FT - 187.2 2.157 PL 0.0 16.4 120 FTG 0.0 0.244 TL 4.17 T 16.17 PRESS. SUM. (PSI) PF 3.9 PE 0.0 PV - 28.5 1.049 PL 0.50 PF 1.4 8.0 12.7 28.5 10.6 120 FTG T PE 0.0 0.0 14.1 0.0 0.251 TL 5.50 PV - 28.5 1.682 PL 0.0 14.1 0.0 4.1 120 FTG 0.0 14.4 0.0 0.025 TL 9.25 PF 0.2 - --- PE 0.1 9.25 PV - 28.8 1.049 PL 0.50 PF 1.4 8.0 13.0 28.8 10.7 120 FTG T PE 0.0 0.0 14.4 0.0 0.256 TL 5.50 PV - 57.3 1.682 PL 0.0 14.4 0.0 8.3 120 FTG 0.0 15.3 0.0 0.092 TL 8.0 13.8 0.0 15.3 0.0 15.3 0.0 17.2 8.0 15.6 0.0 17.2 9.25 PF 0.8 - --- PE 0.1 9.25 PV -29.8 1.049 PL 0.50 PF 1.5 29.8 11.0 120 FTG T PE 0.0 0.0 0.271 TL 5.50 PV - 87.1 1.682 PL 0.0 12.6 120 FTG 0.0 0.199 TL 9.25 PF 1.8 ---- PE 0.1 9.25 PV -31.6 1.049 PL 0.50 PF 1.7 31.6 11.7 120 FTG T PE 0.0 0.0 0.303 TL 5.50 PV - 118.7 1.682 PL 0.0 17.2 0.0 17.1 120 FTG 0.0 20.6 0.0 0.352 TL Pipe: 48 23A 302.9 8.0 23 299.9 0.0 Pipe: 49 23 299.9 RV4 299.8 9.25 PF 3.3 - --- PE 0.1 9.25 PV - 31.7 1.049 PL 4.50 PF 3.5 15.7 31.7 11.8 120 FTG ET PE 1.3 20.6 0.0 0.306 TL 11.50 PV - 150.4 1.682 PL 0.0 20.6 0.0 21.7 120 FTG 0.0 23.1 0.0 0.546 TL Pipe: 50 RV4 299.8 0.0 24 299.7 0.0 Pipe: 51 24A 299.7 24 299.7 - 150.4 2.157 PL 23.1 0.0 13.2 120 FTG 23.8 0.0 0.162 TL 4.50 PF 2.5 - --- PE 0.1 4.50 PV 4.17 PF 0.7 ---- PE 0.1 4.17 PV -37.1 1.049 PL 0.50 PF 2.2 8.0 21.6 37.1 13.8 120 FTG T PE 0.0 0.0 23.8 0.0 0.409 TL 5.50 PV DATE: 2/16/2011 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) PIPE TAG END ELEV. NOZ. PT NODES (FT) (K) (PSI) Pipe: 52 24 299.7 0.0 23.8 104 299.6 0.0 27.8 Pipe: 53 25A 300.2 8.0 20.5 25 300.2 0.0 22.7 Pipe: 54 25 300.2 0.0 22.7 26 300.1 0.0 23.1 Pipe: 55 26A 300.1 8.0 26 300.1 0.0 Q(GPM) DISC. VEL(FPS) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -187.6 2.157 PL 0.0 16.5 120 FTG 0.0 0.244 TL 4.17 T 16.17 PRESS. SUM. (PSI) PF 4.0 PE 0.0 PV - 36.2 1.049 PL 0.50 PF 2.1 36.2 13.4 120 FTG T PE 0.0 0.0 0.391 TL 5.50 PV - 36.2 1.682 PL 0.0 5.2 120 FTG 0.0 0.039 TL - 36.6 1.049 PL 20.9 36.6 13.6 120 FTG 23.1 0.0 0.398 TL Pipe: 56 26 300.1 0.0 23.1 27 299.9 0.0 24.5 Pipe: 57 27A 302.9 8.0 20.1 27 299.9 0.0 24.5 Pipe: 58 27 299.9 0.0 24.5 RV5 299.8 0.0 25.9 Pipe: 59 RV5 299.8 0.0 25.9 28 299.7 0.0 26.3 Pipe: 60 28A 299.7 8.0 23.8 28 299.7 0.0 26.3 Pipe: 61 28 299.7 0.0 26.3 105 299.6 0.0 28.9 Pipe: 62 101 299.6 0.0 26.7 102 299.6 0.0 26.8 Pipe: 63 102 299.6 0.0 26.8 103 299.6 0.0 27.1 Pipe: 64 103 299.6 0.0 27.1 104 299.6 0.0 27.8 -72.8 1.682 PL 0.0 10.5 120 FTG 0.0 0.143 TL -35.9 1.049 PL 35.9 13.3 120 FTG 0.0 0.384 TL -108.7 1.682 PL 0.0 15.7 120 FTG 0.0 0.299 TL -108.7 2.157 PL 0.0 9.5 120 FTG 0.0 0.089 TL 9.25 PF 0.4 -- PE 0.1 9.25 PV 0.50 PF 2.2 T PE 0.0 5.50 PV 9.25 PF 1.3 - --- PE 0.1 9.25 PV 3.00 PF 3.1 T PE 1.3 8.00 PV 4.50 PF 1.3 - --- PE 0.1 4.50 PV 4.17 PF 0.4 - --- PE 0.1 4.17 PV -39.1 1.049 PL 0.50 PF 2.5 39.1 14.5 120 FTG T PE 0.0 0.0 0.449 TL 5.50 PV - 147.7 2.157 PL 4.17 PF 2.5 0.0 13.0 120 FTG T PE 0.0 0.0 0.157 TL 16.17 PV -185.8 4.260 PL 10.00 PF 0.1 0.0 4.2 120 FTG ---- PE 0.0 0.0 0.009 TL 10.00 PV -372.0 4.260 PL 0.0 8.4 120 FTG 0.0 0.032 TL 9.50 PF 0.3 ---- PE 0.0 9.50 PV -559.2 4.260 PL 10.00 PF 0.7 0.0 12.6 120 FTG ---- PE 0.0 0.0 0.067 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF . JOB TITLE: ZONE 2 (TSO CANOPY) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) • • Pipe: 65 -746.8 4.260 PL 9.50 PF 1.1 104 299.6 0.0 27.8 0.0 16.8 120 FTG ---- PE 0.0 105 299.6 0.0 28.9 0.0 0.114 TL 9.50 PV Pipe: 66 -894.5 4.260 PL 72.50 PF 15.7 105 299.6 0.0 28.9 0.0 20.1 120 FTG T PE 0.1 106 299.4 0.0 44.7 0.0 0.160 TL 98.50 PV Pipe: 67 -894.5 4.260 PL 55.12 PF 16.5 106 299.4 0.0 44.7 0.0 20.1 120 FTG 6L PE 6.1 TOR 285.2 0.0 67.3 0.0 0.160 TL 103.12 PV Pipe: 68 -894.5 4.260 PL 7.67 PF 1.2 TOR 285.2 0.0 67.3 0.0 20.1 120 FTG ---- PE 3.3 DPV1 277.6 0.0 71.9 0.0 0.160 TL 7.67 PV Pipe: 69 FIXED PRESSURE LOSS DEVICE DPV2 277.6 0.0 72.9 0.0 1.0 psi, 894.5 gpm DPV1 277.6 0.0 71.9 0.0 Pipe: 70 -894.5 6.357 PL 1.58 PF 1.2 ' DPV2 277.6 0.0 72.9 0.0 9.0 120 FTG TB PE 1.3 BOR 274.7 0.0 75.3 0.0 0.023 TL 52.58 PV Pipe: 71 -894.5 8.249 PL 10.00 PF 0.4 BOR 274.7 0.0 75.3 0.0 5.4 120 FTG TL PE 2.9 UG1 268.0 0.0 78.6 0.0 0.006 TL 66.00 PV Pipe: 72 -894.5 10.400 PL 93.00 PF 0.3 UG1 268.0 0.0 78.6 0.0 3.4 140 FTG 4LG PE -0.9 BP1 270.0 0.0 78.1 0.0 0.002 TL 205.00 PV Pipe: 73 FIXED PRESSURE LOSS DEVICE BP2 270.0 0.0 82.1 0.0 4.0 psi, 894.5 gpm BP1 270.0 0.0 78.1 0.0 Pipe: 74 -894.5 10.400 PL 83.00 PF 0.3 BP2 270.0 0.0 82.1 0.0 3.4 140 FTG T2LG PE 0.0 CITY 270.0 SRCE 82.4 (N/A) 0.002 TL 223.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.7 ft/sec at pipe 36. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly Bfy'Vly GatVly AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.0C 26.00 26.00 26.0Q 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in. Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 • • • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) 0 0 01 • al to 4 N ET N 0 ? N • 0 U 0 N C N • CO(0Nr -b tn. N rf 7 CO .-1 qm.-+te' tori aro `-�CO E N du A a C7 -i a 3a..0 a°+ 61 o ro a H O to o E,, - -a • CO CO ro� N • IX CO 0C 03 a g N 0 0 O o O N a. to .-4 m in 04D0w 040401cnu)0aw 0 CO N am -..A-_ 0 N 0 CO 0 O" — ▪ . a H 0 w O 0 co O O N 0 0 0 —o w 0 — o 0 — SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 2.SDF JOB TITLE: ZONE 2 (TSO CANOPY) WATER SUPPLY CURVE 132+ 1 121*\\\\\\\\\\ I \\\\\\\\\\\ 1 \\\\\\\\\\ *0<-112.0 psi @ 1375 gpm 110+ Flow Test Point 1 1 99+ 1 P 88+ R 1 E I X S I S 77+ U R I E I 66+ ( 1 P I S I I 55+ ) I 44+ 1 33+ 1 22+ LEGEND 11+ 1 1 0++-+---+----+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) X = Required Water Supply 82.45 psi @ 1394.5 gpm 0 = Available Water Supply 111.74 psi @ 1394.5 gpm n n n ft if • • • PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 3 (COMPACTOR LEVEL) FILE NUMBER: ZONE3COMP.SDF DATE: FZB 16, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GROUP 2 DENSITY: .30 gpm/sq. ft. AREA OF APPLICATION: 5,000 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 64 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 2043.3 gpm TOTAL WATER REQUIRED (including hose): 2543.4 gpm FLOW AND PRESSURE (@ BOR): 2,043.3 gpm @ 65.0 psi SPRINKLER ORIFICE SIZE: 8.0K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report • SPRINKLERSYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/16/2011 T:\BASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 90.8 2543.4 76.6 Required pressure is 14.2 psi (16%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2543.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2043.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) tPSI) (GPM) 1 266.0. K= 8.00 11.3 26.9 2 266.0 K= 8.00 11.8 27.4 3 266.0 K= 8.00 12.5 28.3 4 266.0 K= 8.00 12.9 28.8 5 266.0 K= 8.00 13.6 29.5 6 266.0 K= 8.00 14.7 30.7 7 266.0 - - - 17.3 - 8 266.2 K= 8.00 8.6 23.5 9 264.2 - - - - 10.7 10 266.1 K= 8.00 10.6 26.1 11 266.1 K= 8.00 11.4 27.0 12 266.1 K= 8.00 13.1 29.0 13 266.1 K= 8.00 14.1 30.0 14 266.1 K= 8.00 15.7 31.7 15 266.2 K= 8.00 8.2 22.9 16 264.2 - - - 10.2 - - - 17 266.3 K= 8.00 10.0 25.4 18 266.3 K=;8.00 10.7 26.2 19 266.3 K= 8.00 12.4 28.2 20 266.3 K= 8.00 13.3 29.2 21 266.3 K= 8.00 14.8 30.8 22 266.3 - - - - 17.5 23 266.2 K= 8.00 9.4 24.5 24 264.2 - - - - 11.5 25 269.3 K= 8.00 8.7 23.6 26 266.3 - - - - 11.4 27 269.3 K= 8.00 10.2 25.6 28 266.3 - - - - 12.1 29 266.3 K= 8.00 13.8 29.7 30 266.3 K= 8.00 14.7 30.7 31 266.3 K= 8.00 16.2 32.2 32 266.2 K= 8.00 9.3 24.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF • JOB TITLE: ZONE 3 (COMPACTOR LEVEL) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) • • 33 264.2 - - - - 11.4 34 269.3 K= 8.00 8.6 23.5 35 266.3 - - - - 11.4 36 269.3 K= 8.00 9.2 24.3 37 266.3 - - - - 12.0 -- 38 266.3 K= 8.00 13.6 29.5 39 266.3 K= 8.00 14.5 30.5 40 266.3 K= 8.00 16.0 32.0 41 266.3 - - - - 18.7 42 266.2 K= 8.00 12.5 28.2 43 266.2 K= 8.00 14.8 30.8 44 266.2 K= 8.00 17.2 33.2- 45 266.1 K= 8.00 12.4 28.2 46 266.1 K= 8.00 14.7 30.7 47 266.1 K= 8.00 17.1 33.1 48 270.0 K= 8.00 10.5 26.0 49 270.0 K= 8.00 12.2 28.0 50 270.0 K= 8.00 14.1 30.1 51 270.0 K= 8.00 16.2 32.2 52 270.0 K= 8.00 20.0 35.8 53 270.0 K= 8.00 11.5 27.1 54 270.0 K= 8.00 13.5 29.4 55 270.0 K= 8.00 15.6 31.6 56 270.0 K= 8.00 17.9 33.8 57 270.0 K= 8.00 15.0 31.0 58 270.0 K= 8.00 17.4 33.3 59 270.0 K= 8.00 19.7 35.5 60 270.0 K= 8.00 22.3 37.8 61 270.0 - - - - 27.3 62 270.0 K= 8.00 19.8 35.6 63 270.0 K= 8.00 22.9 38.3 64 270.0 K= 8.00 25.9 40.7 65 270.0 K= 8.00 29.2 43.2 66 270.2 K= 8.00 29.7 43.6 67 270.0 K= 8.00 37.7 49.1 A 264.1 - - - - 21.0 B 264.0 21.1 C 263.9 21.4 D 263.9 21.9 - - E 263.8 22.7 - - - F 263.7 24.0 G 263.7 24.6 H 263.7 25.6 I 263.6 27.4 J 263.5 29.8 K 263.5 32.9 L 263.5 36.9 RV2 261.7 42.9 M 261.6 45.0 N 261.6 45.2 O 263.0 - - - - 50.4 101 270.5 K= 8.00 16.4 32.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 102 270.5 K= 8.00 19.1 35.0 103 270.5 K= 8.00 16.4 32.4 104 270.5 K= 8.00 19.1 35.0 105 264.2 K= 8.00 38.2 49.4 106 264.2 K= 8.00 34.7 47.1 107 265.2 K= 8.00 38.9 49.9 108 265.2 K= 8.00 26.2 40.9 109 261.6 - - - - 32.0 110 265.2 K= 8.00 29.0. 43.1 111 261.6 - - - 35.2 201 264.3 41.7 202 264.3 - - 41.8 203 264.3 42.4 204 264.2 42.9 RV1 261.7 - - - 46.4 205 261.7 46.5 206 261.6 46.7 SN 278.7 53.6 DPV1 277.6 54.2 DPV2 277.6 - - - 58.2 BOR 274.7 65.0 UG1 268.0 - j',69.9 BP1 270.0 - 70.5 BP2 270.0 75.0 CITY 270.0 SOURCE 76.6 2043.4 • e • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE DATA PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 1 1 266.0 8.0 2 266.0 8.0 Pipe: 2 2 266.0 3 266.0 Pipe: 3 3 266.0 4 266.0 Pipe: 4 4 266.0 5 266.0 Pipe: 5 5 266.0 6 266.0 Pipe: 6 6 266.0 7 266.0 Pipe: 7 7 266.0 A 264.1 Pipe: 8 8 266.2 9 264.2 Pipe: 9 9 264.2 10 266.1 Pipe: 10 10 266.1 11 266.1 Pipe: 11 11 266.1 12 266.1 Pipe: 12 12 266.1 13 266.1 PT DISC. (PSI) (GPM) Q(GPM) DIA(IN) LENGTH VEL (FPS) HW (C) (FT) FL/FT -26.9 1.380 PL 11.3 26.9 5.8 120 FTG 11.8 27.4 0.059 TL - 54.4 1.610 PL 8.0 11.8 27.4 8.6 120 FTG 8.0 12.5 28.3 0.103 TL - 82.7 2.157 PL 8.0 12.5 28.3 7.3 120 FTG 8.0 12.9 28.8 0.054 TL - 111.4 2.157 PL 8.0 12.9 28.8 9.8 120 FTG 8.0 13.6 29.5 0.093 TL - 141.0 2.157 PL 8.0 13.6 29.5 12.4 120 FTG 8.0 14:7 30.7 0.144 TL 7.42 7.42 PRESS. SUM. (PSI) PF 0.4 PE 0.0 PV 7.42 PF 0.8 - --- PE 0.0 7.42 PV 7.42 PF 0.4 ---- PE 0.0 7.42 PV 7.42 PF 0.7 - --- PE 0.0 7.42 PV 7.42 PF 1.1 - --- PE 0.0 7.42 PV - 171.6 2.157 PL 0.50 PF 2.6 8.0 14.7 30.7 15.1 120 FTG T PE 0.0 0.0 17.3 0.0 0.207 TL 12.50 PV -171.6 2.157 PL 1.92 PF 2.9 0.0 17.3 0.0 15.1 120 FTG T PE 0.8 0.0 21.0 0.0 0.207 TL 13.92 PV -23.5 1.049 PL 8.0 8.6 23.5 8.7 120 FTG 0.0 10.7 0.0 0.175 TL 2.00 PF 1.2 T PE 0.9 7.00 PV - 23.5 1.380 PL 10.50 PF 0.8 0.0 10.7 0.0 5.0 120 FTG 2E PE -0.8 8.0 10.6 26.1 0.046 TL 16.50 PV - 49.5 1.610 PL 8.0 10.6 26.1 7.8 120 FTG 8.0 11.4 27.0 0.086 TL 8.50 PF 0.7 - --- PE 0.0 8.50 PV -76.5 1.610 PL 9.00 PF 1.7 8.0 11.4 27.0 12.1 120 FTG ---- PE 0.0 8.0 13.1 29.0 0.193 TL 9.00 PV 8.0 13.1 8.0 14.1 - 105.5 2.067 PL 29.0 10.1 120 FTG 30.0 0.104 TL 9.50 PF 1.0 - --- PE 0.0 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -135.5 2.067 PL 9.50 PF 1.6 13 266.1 8.0 14.1 30.0 13.0 120 FTG ---- PE 0.0 14 266.1 8.0 15.7 31.7 0.165 TL 9.50 PV Pipe: 14 -167.1 2.067 PL 3.67 PF 4.5 14 266.1 8.0 15.7 31.7 16.0 120 FTG ET PE 0.9 B 264.0 0.0 21.1 0.0 0.243 TL 18.67 PV Pipe: 15 -22.9 1.049 PL 2.00 PF 1.2 15 266.2 8.0 8.2 22.9 8.5 120 FTG T PE 0.9 16 264.2 0.0 10.2 0.0 0.167 TL 7.00 PV Pipe: 16 -22.9 1.380 PL 10.75 PF 0.7 16 264.2 0.0 10.2 0.0 4.9 120 FTG 2E PE -0.9 17 266.3 8.0 10.0 25.4 0.044 TL 16.75 PV Pipe: 17 -48.2 1.610 PL 8.50 PF 0.7 17 266.3 8.0 10.0 25.4 7.6 120 FTG ---- PE 0.0 18 266.3 8.0 10.7 26.2 0.082 TL 8.50 PV Pipe: 18 -74.4 1.610 PL 9.00 PF 1.7 18 266.3 8.0 10.7 26.2 11.7 120 FTG ---- PE 0.0 19 266.3 8.0 12.4 28.2 0.184 TL 9.00 PV Pipe: 19 -102.6 2.067 PL 9.50 PF 0.9 19 266.3 8.0 12.4 28.2 9.8 120 FTG ---- PE 0.0 20 266.3 8.0 13.3 29.2 0.099 TL 9.50 PV Pipe: 20 -131.8 2.067 PL 9.50 PF 1.5 20 266.3 8.0 13.3 29.2 12.6 120 FTG ---- PE 0.0 21 266.3 8.0 14.8 30.8 0.157 TL 9.50 PV Pipe: 21 -162.6 2.067 PL 1.50 PF 2.7 21 266.3 8.0 14.8 30.8 15.6 120 FTG T PE 0.0 22 266.3 0.0 17.5 0.0 0.231 TL 11.50 PV Pipe: 22 -162.5 2.067 PL 2.38 PF 2.9 22 266.3 0.0 17.5 0.0 15.6 120 FTG T PE 1.0 C 263.9 0.0 21.4 0.0 0.231 TL 12.38 PV Pipe: 23 -24.5 1.Q49 PL 2.00 PF 1.3 23 266.2 8.0 9.4 24.5 9.1 120 FTG T PE 0.9 24 264.2 0.0 11.5 0.0 0.189 TL 7.00 PV Pipe: 24 -24.5 1.380 PL 10.83 PF 0.8 24 264.2 0.0 11.5 0.0 5.2 120 FTG 2E PE -0.9 26 266.3 0.0 11.4 0.0 0.050 TL 16.83 PV Pipe: 25 -23.6 1.049 PL 3.00 PF 1.4 25 269.3 8.0 8.7 23.6 8...8 120 FTG T PE 1.3 26 266.3 0.0 11.4 0.0 0.177 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -48.1 1.610 PL 8.50 PF 0.7 26 266.3 0.0 11.4 0.0 7.6 120 FTG ---- PE 0.0 28 266.3 0.0 12.1 0.0 0.082 TL 8.50 PV Pipe: 27 -25.6 1.049 PL 3.00 PF 0.6 27 269.3 8.0 10.2 25.6 9.5 120 FTG ---- PE 1.3 28 266.3 0.0 12.1 0.0 0.205 TL 3.00 PV Pipe: 28 -73.7 1.610 PL 9.00 PF 1.6 28 266.3 0.0 12.1 0.0 11.6 120 FTG ---- PE 0.0 29 266.3 8.0 13.8 29.7 0.180 TL 9.00 PV Pipe: 29 -103.3 2.067 PL 9.50 PF 0.9 29 266.3 8.0 13.8 29.7 9.9 120 FTG ---- PE 0.0 30 266.3 8.0 14.7 30.7 0.100 TL 9.50 PV Pipe: 30 -134.0 2.067 PL 9.50 PF 1.5 30 266.3 8.0 14.7 30.7 12.8 120 FTG ---- PE 0.0 31 266.3 8.0 16.2 32.2 0.162 TL 9.50 PV Pipe: 31 -166.3 2.067 PL 3.96 PF 4.6 31 266.3 8.0 16.2 32.2 15.9 120 FTG ET PE 1.1 D 263.9 0.0 21.9 0.0 0.241 TL 18.96 PV Pipe: 32 -24.4 1.049 PL 2.00 PF 1.3 32 266.2 8.0 9.3 24.4 9.0 120 FTG T PE 0.9 33 264.2 0.0 11.4 0.0 0.187 TL 7.00 PV Pipe: 33 -24.4 1.380 PL 10.79 PF 0.8 33 264.2 0.0 11.4 0.0 5.2 120 FTG 2E PE -0.9 35 266.3 0.0 11.4 0.0 0.049 TL 16.79 PV Pipe: 34 -23.5 1.049 PL 3.04 PF 1.4 34 269.3 8.0 8.6 23.5 8.7 120 FTG T PE 1.3 35 266.3 0.0 11.4 0.0 0.175 TL 8.04 PV Pipe: 35 -47.9 1.610 PL 8.50 PF 0.7 35 266.3 0.0 11.4 0.0 7.5 120 FTG ---- PE 0.0 37 266.3 0.0 12.0 0.0 0.081 TL 8.50 PV Pipe: 36 -24.3 1.049 PL 3.04 PF 1.5 36 269.3 8.0 9.2 24.3 9.0 120 FTG T PE 1.3 37 266.3 0.0 12.0 0.0 0.187 TL 8.04 PV Pipe: 37 -72.2 1.610 PL 9.00 PF 1.6 37 266.3 0.0 12.0 0.0 11.4 120 FTG ---- PE 0.0 38 266.3 8.0 13.6 29.5 0.173 TL 9.00 PV Pipe: 38 -101.7 2.067 PL 9.50 PF 0.9 38 266.3 8.0 13.6 29.5 9.7 120 FTG ---- PE 0.0 39 266.3 8.0 14.5 30.5 0.097 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -132.1 2.067 PL 9.50 PF 1.5 39 266.3 8.0 14.5 30.5 12.6 120 FTG ---- PE 0.0 40 266.3 8.0 16.0 32.0 0.157 TL 9.50 PV Pipe: 40 -164.2 2.067 PL 1.50 PF 2.7 40 266.3 8.0 16.0 32.0 15.7 120 FTG T PE 0.0 41 266.3 0.0 18.7 0.0 0.235 TL 11.50 PV Pipe: 41 -164.2 2.067 PL 2.50 PF 2.9 41 266.3 0.0 18.7 0.0 15.7 120 FTG, T PE 1.1 E 263.8 0.0 22.7 0.0 0.235 TL 12.50 PV Pipe: 42 -28.2 1.049 PL 9.50 PF 2.3 42 266.2 8.0 12.5 28.2 10.5 120 FTG ---- PE 0.0 43 266.2 8.0 14.8 30.8 0.246 TL 9.50 PV Pipe: 43 -59.0 1.380 PL 9.50 PF 2.4 43 266.2 8.0 14.8 30.8 12.7 120 FTG ---- PE 0.0 44 266.2 8.0 17.2 33.2 0.253 TL 9.50 PV Pipe: 44 -92.2 1.380 PL 3.96 PF 5.8 44 266.2 8.0 17.2 33.2 19.8 120 FTG T PE 1.1 F 263.7 0.0 24.0 0.0 0.578 TL 9.96 PV Pipe: 45 -28.2 1.049 PL 9.50 PF 2.3 45 266.1 8.0 12.4 28.2 10.5 120 FTG ---- PE 0.0 46 266.1 8.0 14.7 30.7 0.245 TL 9.50 PV Pipe: 46 -58.8 1.380 PL 9.50 PF 2.4 46 266.1 8.0 14.7 30.7 12.6 120 FTG ---- PE 0.0 47 266.1 8.0 17.1 33.1 0.252 TL 9.50 PV Pipe: 47 -91.9 1.380 PL 3.92 PF 7.4 47 266.1 8.0 17.1 33.1 19./ 120 FTG ET PE 1.0 H 263.7 0.0 25.6 0.0 0.575 TL 12.92 PV Pipe: 48 -26.0 1.049 PL 8.00 PF 1.7 48 270.0 8.0 10.5 26.0 9.6 120 FTG ---- PE 0.0 49 270.0 8.0 12.2 28.0 0.211 TL 8.00 PV Pipe: 49 -53.9 1.380 PL 9.00 PF 1.9 49 270.0 8.0 12.2 28.0 11.6 120 FTG ---- PE 0.0 50 270.0 8.0 14.1 30.1 0.214 TL 9.00 PV Pipe:. 50 .-84.0 1.610 PL 9.00 PF 2.1 50 270.0 8.0 14.1 30.1 13.2 120 FTG ---- PE 0.0 51 270.0 8.0 16.2 32.2 0.230 TL 9.00 PV Pipe: 51 -116.2 1.610 PL 9.00 PF 3.8 51 270.0 8.0 16.2 32.2 18.3 120 FTG ---- PE 0.0 52 270.0 8.0 20.0 35.8 0.419 TL 9.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE TAG END ELEV. NODES (FT) Pipe: 52 52 270.0 I 263.6 Pipe: 53 53 270.0 54 270.0 Pipe: 54 54 270.0 55 270.0 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) 8.0 20.0 0.0 27.4 DIA(IN) LENGTH HW(C) (FT) FL/FT -152.0 2.067 PL 7.92 35.8 14.5 120 FTG ET 0.0 0.204 TL 22.92 - 27.1 1.049 PL 8.0 11.5 27.1 10.1 120 FTG 8.0 13.5 29.4 0.228 TL PRESS. SUM. (PSI) PF 4.7 PE 2.8 PV 9.00 PF 2.1 --- PE 0.0 9.00 PV - 56.5 1.380 PL 9.00 PF 2.1 8.0 13.5 29.4 12.1 120 FTG ---- PE 0.0 8.0 15.6 31.6 0.234 TL 9.00 PV Pipe: 55 55 270.0 8.0 15.6 56 270.0 8.0 17.9 Pipe: 56 56 270.0 J 263.5 Pipe: 57 57 270.0 58 270.0 Pipe: 58 58 270.0 59 270.0 Pipe: 59 59 270.0 60 270.0 Pipe: 60 60 270.0 61 270.0 Pipe: 61 61 270.0 K 263.5 Pipe: 62 62 270.0 63 270.0 Pipe: 63 63 270.0 64 270.0 Pipe: 64 64 270.0 65 270.0 8.0 17.9 0.0 29.8 - 88.1 31.6 13.9 33.8 1.610 PL 120 FTG 0.251 TL 9.00 PF 2.3 - --- PE 0.0 9.00 PV -121.9 1.610 PL 8.00 PF 9.2 33.8 19.2 120 FTG ET PE 2.8 0.0 0.458 TL 20.00 PV - 31.0 1.049 PL 8.0 15.0 31.0 11.5 120 FTG 8.0 17.4 33.3 0.293 TL - 64.3 1.380 PL 8.0 17.4 33.3 13.8 120 FTG 8.0 19.7 35.5 0.297 TL 8.00 PF 2.3 ---- PE 0.0 8.00 PV 8.00 PF 2.4 - --- PE 0.0 8.00 PV - 99.9 1.610 PL 8.00 PF 2.5 8.0 19.7 35.5 15.7 120 FTG ---- PE 0.0 8.0 22.3 37.8 0.317 TL 8.00 PV 8.0 22.3 0.0 27.3 0.0 27.3 0.0 32.9 - 137.6 37.8 21.7 0.0 1.610 PL 0.75 PF 5.0 120 FTG T PE 0.0 0.573 TL 8.75 PV - 137.6 2.067 PL 0.0 13.2 120 FTG 0.0 0.170 TL 6.50 T 16.50 PF 2.8 PE 2.8 PV - 35.6 1.049 PL 8.00 PF 3.0 8.0 19.8 35.6 13.2 120 FTG ---- PE 0.0 8.0 22.9 38.3 0.379 TL 8.00 PV -73.9 1.380 PL 8.0 22.9 38.3 15.8 120 FTG 8.0 25.9 40.7 0.384 TL -114.6 1.610 PL 8.0 25.9 40.7 18.1 120 FTG 8.0 29.2 43.2 0.408 TL 8.00 PF 3.1 ---- PE 0.0 8.00 PV 8.00 PF 3.3 ---- PE 0.0 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 T:\LASS\DAVEH\BOW LAKE\ZONE3COMP.SDF DATE: 2/16/2011 JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE TAG END ELEV. NODES (FT) 65 L 66 M 67 N A B B C C D D E E F F G G H H I I J J K Pipe: 65 270.0 263.5 NOZ. (K) Q (GPM) PT DISC. VEL(FP$) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -157.9 2.067 PL 8.0 29.2 43.2 15.1 120 FTG 0.0 36.9 0.0 0.219 TL Pipe: 66 270.2 8.0 261.6 0.0 Pipe: 67 270.0 261.6 Pipe: 68 264.1 264.0 Pipe: 69 264.0 263.9 Pipe: 70 263.9 263.9 7.29 ET 22.29 PRESS. SUM. (PSI) PF 4.9 PE 2.8 PV - 43.6 1.049 PL 13.92 PF 11.5 29.7 43.6 16.2 120 FTG ET PE 3.7 45.0 0.0 0.551 TL 20.92 PV 8.0 37.7 0.0 45.2 - 49.1 1.380 PL 12.67 PF 3.9 49.1 10.5:, 120 FTG ET PE 3.6 0.0 0.180 TL 21.67 PV - 171.6 4.260 PL 10.25 PF 0.0 21.0 0.0 3.9 120 FTG -- PE 0.1 0.0 21.1 0.0 0.008 TL 10.25 PV 0.1 0.0 21.1 0.0 21.4 0.0 21.4 0.0 21.9 - 338.9 4.260 PL 0.0 7.6 120 FTG 0.0 0.027 TL - 501.4 4.260 PL 0.0 11.3 120 FTG 0.0 0.055 TL Pipe: 71 -667.7 263.9 0.0 21.9 0.0 15.0 263.8 0.0 22.7 0.0 Pipe: 72 263.8 263.7 Pipe: 73 263.7 263.7 Pipe: 74 263.7 263.7 Pipe: 75 263.7 263.6 Pipe: 76 263.6 263.5 Pipe: 77 263.5 263.5 -831.9 0.0 22.7 0.0 18.7 0.0 24.0 0.0 4.260 PL 120 FTG 0.093 TL 4.260 PL 120 FTG 0.140 TL - 924.1 4.260 PL 0.0 24.0 0.0 20.0 120 FTG 0.0 24.6 0.0 0.170 TL - 924.1 4.260 PL 0.0 24.6 0.0 20.8 120 FTG 0.0 25.6 0.0 0.170 TL 0.0 25.6 0.0 27.4. - 1016.0 4.260 PL 0.0 22. 120 FTG 0.0 0.202 TL - 1168.0 4.260 PL 0.0 27.4 0.0 26.3 120 FTG 0.0 29.8 0.0 0.262 TL - 1289.9 4.260 PL 0.0 29.8 0.0 29.0 120 FTG 0.0 32.9 0.0 0.315 TL. 8.50 PF 0.2 - --- PE 0.0 8.50 PV 8.75 PF 0.5 - --- PE 0.0 8.75 PV 9.00 PF 0.8 - --- PE 0.0 9.00 PV 9.00 9.00 3.17 3.17 5.83 5.83 PF 1.3 PE 0.0 PV PF PE PV PF PE PV 0.5 0.0 1.0 0.0 9.00 PF 1.8 - --- PE 0.0 9.00 PV 9.00 PF 2.4 - --- PE 0.0 9.00 PV 9.75 PF - --- PE 9.75 PV 3.1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE TAG END ELEV. NODES (FT) Pipe: 78 K 263.5 L 263.5 L RV2 Pipe: 79 263.5 261.7 Pipe: 79A RV2 261.7 M 261.6 Pipe: 80 M 261.6 N 261.6 Pipe: 81 N 261.6 O 263.0 Pipe: 82 101 270.5 102 270.5 Pipe: 83 102 270.5 201 264.3 Pipe: 84 103 270.5 104 270.5 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT PRESS. SUM. (PSI) -1427.5 4.260 PL 10.50 PF 4.0 0.0 32.9 0.0 32.1 120 FTG PE 0.0 0.0 36.9 0.0 0.380 TL 10.50 PV - 1585.4 4.260 PL 3.25 PF 5.2 0.0 36.9 0.0 35.7 120 FTG L PE 0.8 0.0 42.9 0.0 0.461 TL 11.25 PV 0.0 42.9 0.0 45.0 - 1585.4 6.357 PL 9.79 PF 2.1 0.0 16.0 120 FTG 2L PE 0.0 0.0 0.066 TL 31.79 PV -1629.0 6.357 PL 0.0 45.0 0.0 16.5 120 FTG 0.0 45.2 0.0 0.069 TL 3.25 PF 0.2 - --- PE 0.0 3.25 PV -1678.1 6.357 PL 46.92 PF 5.8 0.0 45.2 0.0 17.0 120 FTG 3L PE -0.6 0.0 50.4 0.0 0.073 TL 79.92 PV -32.4 1.049 PL 8.0 16.4 32.4 12.0 120 FTG 8.0 19.1 35.0 0.318 TL 8.0 19.1 0.0 41.7 8.50 PF 2.7 - --- PE 0.0 8.50 PV -67.4 1.049 PL 9.17 PF 19.9 35.0 25.0 120 FTG ET PE 2.7 0.0 1.230 TL 16.17 PV -32.4 1.049 PL 8.0 16.4 32.4 12.0 120 FTG 8.0 19.1 35.0 0.318 TL Pipe: 85 104 270.5 8.0 19.1 202 264.3 0.0 41.8 Pipe: 86 105 264.2 203 264.3 Pipe: 87 106 264.2 204 264.2 Pipe: 88 107 265.2 205 261.7 Pipe: 89 108 265.2 109 261.6 8.0 38.2 0.0 42.4 8.50 PF 2.7 - -- PE 0.0 8.50 PV -67.4 1.049 PL 9.21 PF 20.0 35.0 25.0 120 FTG ET PE 2.7 0.0 1.232 TL 16.21 PV -49.4 1.049 PL 1.00 PF 4.2 49.4 18.4 120 FTG T PE 0.0 0.0 0.694 TL 6.00 PV - 47.1 1.049 PL 6.00 PF 8.3 8.0 34.7 47.1 17.5 120 FTG ET PE 0.0 0.0 42.9 0.0 0.635 TL 13.00 PV -49.9 1.049 PL 3.58 PF 6.1 8.0 38.9 49.9 18.5 120 FTG T PE 1.6 0.0 46.5 0.0 0.706 TL 8.58 PV - 40.9 1.049 PL 3.62 PF 4.2 8.0 26.2 40.9 15.2 120 FTG T PE 1.6 0.0 32.0 0.0 0.490 TL 8.62 PV DATE: 2/1612Q11 JOB TITLE: ZONE PIPE TAG END ELEV. NODES (FT) Pipe: 90 109 261.6 111 261.6 Pipe: 91 110 265.2 111 261.6 Pipe: 92 111 261.6 206 261.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF 3 (COMPACTOR LEVEL) NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 40.9 1.049 PL 0.0 32.0 0.0 15.2 120 FTG 0.0 35.2 0.0 0.490 TL 6.50 6.50 PRESS, SUM. (PSI) PF 3.2 PE 0.0 PV - 43.1 1.049 PL 3.62 PF 4.6 8.0 29.0 43.1 16.0 120 FTG T PE 1.6 0.0 35.2 0.0 0.537 TL 8.62 PV 84.0 1.049 PL 0.0 35.2 0.0 31.2. 120 FTG 0.0 46.7 0.0 1.850 TL Pipe: 93 201 264.3 0.0 202 264.3. 0.0 -67.4 2.635 PL 41.7 0.0 4.0,, 120 FTG 41.8 0.0 0.014 TL Pipe: 94 202 264.3 0.0 41.8 203 264.3 0.0 42.4 Pipe: 95 203 264.3 204 264.2 Pipe: 96 204 264..2 RV1 261.7 Pipe: 97 RV1 261.7 205 261.7 1.25 PF 11.6 T PE 0.0 6.25 PV 9.00 PF 0.1 ---- PE 0.0 9.00 PV - 134.5 2.635 PL 11.00 PF 0.6 0.0 7.9 120 FTG ---- PE 0.0 0.0 0.050 TL 11.00 PV - 184.2 2.635 PL 0.0 42.4 0.0 10.e 120 FTG 0.0 42.9, 0.0 0.089 TL 0.0 42.9 0.0 46.4 0.0 46.4 0.0 46.5 Pipe: 98 205 261.7 0.0 206 261.6 0.0 6.50 PF 0.6 ---- PE 0.0 6.50 PV - 2.31.3 2.635 PL 5.29 PF 2.3 0.0 13.6 120 FTG 2L PE 1.1 0.0 0.136 TL 17.29 PV - 231.3 4.260 PL 0.0 5.2 12,0 FTG 0.0 0.013 TL -281.2 4.260 46.5 0.0 6.3 120 46.7 0.0 0.019 Pipe: 99 206 261.6 0.0 46.7 0 263.0 0.0 50.4 0 SN Pipe: 100 .263.0 278:7 Pipe: 101 SN 278:7 DPV1 277.6 Pipe: 102. DPV2 277.6 DPV1 277.6 -365.2 4.260 0.0 8.2 120 0.0 0.030 7.00 PF 0.1 ---- PE 0.0 7.00 PV PL 10.50 FTG ---- TL 10.50 PL 82.96 FTG T4L TL 140.96 -2043.3 6.357 PL 0.0 50.4 0.0 20.7 120 FTG 0.0 53.6 0.0 0.105 TL -2043.3 6.357 PL 0.0 53.6 0.0 20.i 120 FTG 0.0 54.2 0.0 0.105 TL PF 0.2 PE 0.0 PV PF 4.3 PE -0.6 PV 35.17 PF 10.0 T2:L PE -6.8 95.17 PV 1.09 PF 0.1 ---- PE 0.5 1.09 PV FIXED PRESSURE LOSS DEVICE 0.0 5.8.2 0.0 4.0 psi, 2043.3 gpm 0.0 54.2 0.0 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 103 -2043.3 6.357 PL 1.58 PF 5.5 DPV2 277.6 0.0 58.2 0.0 20.7 120 FTG TB PE 1.3 BOR 274.7 0.0 65.0 0.0 0.105 TL 52.58 PV Pipe: 104 -2043.3 8.249 PL 12.42 PF 2.0 BOR 274.7 0.0 65.0 0.0 12.3 120 FTG TL PE 2.9 UG1 268.0 0.0 69.9 0.0 0.029 TL 68.42 PV Pipe: 105 -2043.3 10.400 PL 93.00 PF 1.5 UG1 268.0 0.0 69.9 0.0 7.7 140 FTG 4LG PE -0.9 BP1 270.0 0.0 70.5 0.0 0.007 TL 205.00. PV Pipe: 106 FIXED PRESSURE LOSS DEVICE BP2 270.0 0.0 75.0 0.0 4.5 psi, 2043.3 gpm BP1 270.0 0.0 70.5 0.0 Pipe: 107 -2043.4 10.400 PL 83.00 PF 1.6 BP2 270.0 0.0 75.0 0.0 7.7 140 FTG T2LG PE 0.0 CITY 270.0 SRCE 76.6 (N/A) 0.007 TL 223.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.174 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 35.7 ft/sec at pipe 79. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) PAGE: A Diameter (in) MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk D N DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.380 3.00 6.00 2.00 7.00 5.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 2.00 PAGE: B Diameter (in) 2.157 2.635 4.260 6.357 8.249 PAGE: D Diameter (in) 10.400 MATERIAL: THNWL HWC: 120 Equivalent. Fitting Lengths E T L C B Ell Tee LngEll ChkVly BfyVly 6.00 12.00 3.00 14.00 8.00 8.00 17.00 6.00 19.00 10.00 13.00 26.00 8.00 29.00 16.00 18.00 38.00 11.00 40.00 13.00 21.00 41.00 15.00 53.00 14.00 1.00 10.00 10.00 1.00 1.00 10.00 10.00 1.00- 1.00 10.00 10.00 2.00 1.00 10.00 10.00 2.00 in Feet G A GatVly AlmChk 1.00 1.00 3.00 4.00 5.00 MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths E T L C B Ell Tee LngEll ChkVly Bf$Vly 35.00 80.00 26.00 88.00 30.00 12.00 14.00 26.00 35.00 37.00 in Feet G N GatVly NPTee 8.00 80.00 D N DPV1v NPTee 12.00 12.00 14.00 17.00 26.00 26.00 35.00 38.00 37.00 41.00 • e e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (CO FACTOR LEVEL) N N U) a) U) m a H p) 0 ,?1 N (1 a o a •-I a+) cn+J.1 a) C4 w H O O O N � r.0 0 w al a w u) cn Ex3 -. p U) •.-I O CO O • O O 0 O 0 Cr) O O N N N 0 O z N U' O 0 O H 0 0 0 0 N 0 — o 01 O — w N O a w SPRINKLER SYSTEM_ HYDRAULIC ANALYSIS Page 16 DATE: 2/16/2011 T:\SASS\DAVEH\BOW LAKE\ZONE3COMP.SDF JOB TITLE: ZONE 3 (COMPACTOR LEVEL) WATER SUPPLY CURVE 132+ 121*\\ I \\\ 1. \\\ I * <-112 0 psi @ 1375 gpm 110+ Flow Test Point 1 99+ 1 P 88+ R 1 E I S 1 S 77+ U I R I E I 66+ ( P 1 S I I 55+ ) I 44+ 33+ 22+ LEGEND I X = Required Water Supply I 76.60 psi @ 2543.4 gpm 11+ I 0 = Available Water Supply I 90.80 psi @ 2543.4 gpm x 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) • • • PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE .EAST TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE'TRANSFER.STATION ZONE 3 (LEVEL 1) FILE NUMBER: ZONE3LEVELI.SDF DATE: DAR 4, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GROUP 2 DENSITY: .30 gpm/sq. ft. AREA OF APPLICATION: 5,000 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 35 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1160.5 gpm TOTAL WATER REQUIRED (including hose): 1660.5 gpm • FLOW AND PRESSURE (@ BOR): 1,160.5 gpm @ 79.6 psi SPRINKLER ORIFICE SIZE: 8.0K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 107.8 1660.5 87.4 Required pressure is 20.5 psi (19%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1660.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1160.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 322.1 K= 8.00 9.9 25.2 2 320.3 K= 8.00 10.7 26.2 3 318.8 K= 8.00 11.6 27.3 4 317.6 K= 8.00 12.5 28.3 5 301.3 K= 8.00 10.6 26.0 6 301.3 K= 8.00 12.5 28.3 7 301.3 K= 8.00 14.6 30.5 8 301.3 K= 8.00 16.7 32.7 9 301.2 K= 8.00 10.9 26.4 10 301.2 K= 8.00 12.9 28.7 11 301.2 K= 8.00 14.9 30.9 12 301.2 K= 8.00 17.1 33.1 A 300.5 - - - - 23.1 B 300.5 23.2 C 300.5 - - - - 23.6 13 286.4 K= 8.00 14.6 30.6 14 286.4 K= 8.00 16.6 .32.6 15 286.4 K= 8.00 14.1 30.1 16 286.4 - - - - 17.7 17 286.4 K= 8.00 25.2 40.2 18 286.4 - - - - 26.6 19 286.4 K= 8.00 29.3 43.3 20 286.4 K= 8.00 13.2 29.0 21 286.4 K= 8.00 15.2 31.2 22 286.4 K= 8.00 23.2 38.6 23 286.4 K= 8.00 28.5', 42.7 24 286.4 K= 8.00 13.5 29.4 25 286.4 K= 8.00 15.7 31.7 26 286.4 K= 8.00 23.9 39.1 27 286.4 K= 8.00 29.3 43.3 28 286.4 K= 8.00 24.3 39.4 29 286.4 K= 8.00 28.0'', 42.3 30 286.4 K= 8.00 13.0'' 28.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) • NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 286.4 K= 8.00 15.9 31.9 32 286.4 K= 8.00 13.2 29.0 33 286.4 K= 8.00 15.4 31.4 34 286.4 K= 8.00 23.9 39.1 35 286.4 K= 8.00 17.1 33.1 36 286.4 K= 8.00 19.9 35.7 37 286.4 K= 8.00 30.8 44.4 D 286.4 - - - - 37.5 E 286.4 38.5 F 286.4 23.5 G 286.4 29.6 H 286.4 37.9 I 286.4 46.4 SN 278.7 74.3 DPV1 277.6 74.9 DPV2 277.6 76.4 BOR 274.7 79.6 UG1 268.0 83.2 BP1 270.0 82.8 BP2 270.0 - - - - 86.8 CITY 270.0 SOURCE 87.4 1160.5 • e SPRINKLER SYSTEM. HYDRAULIC ANALYSIS Page 4 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -25.2 2.157 PL 10.50 PF 0.1 1 322.1 8.0 9.9 25.2 2.2 120 FTG ---- PE 0.8 2 320.3 8.0 10.7 26.2 0.006 TL 10.50 PV Pipe: 2 -51.4 2.157 PL 9.50 PF 0.2 2 320.3 8.0 10.7 26.2 4.5 120 FTG ---- PE 0.6 3 318.8 8.0 11.6 27.3 0.C22 TL 9.50 PV Pipe: 3 -78.7 2.157 PL 7.25 PF 0.4 3 318.8 8.0 11.6 27.3 6.9 120 FTG ---- PE 0.5 4 317.6 8.0 12.5 28.3 0.049 TL 7.25 PV Pipe: 4 -107.0 2.157 PL 18.83 PF 3.2 4 317.6 8.0 12.5 28.3 9.4 120 FTG T2L PE 7.4 A 300.5 0.0 23.1 0.0 0.086 TL 36.83 PV Pipe: 5 -26.0 1.049 PL 9.25 PF 2.0 5 301.3 8.0 10.6 26.0 9.7 120 FTG ---- PE 0.0 6 301.3 8.0 12.5 28.3 0.212 TL 9.25 PV Pipe: 6 -54.4 1.380 PL 9.25 PF 2.0 6 301.3 8.0 12.5 28.3 11.7 120 FTG ---- PE 0.0 7 301.3 8.0 14.6 30.5 0.218 TL 9.25 PV Pipe: 7 -84.9 1.610 PL 9.25 PF 2.2 7 301.3 8.0 14.6 30.5 13.4 120 FTG ---- PE 0.0 8 301.3 8.0 16.7 32.7 0.234 TL 9.25 PV Pipe: 8 -117.6 1.610 PL 2.17 PF 6.1 8 301.3 8.0 16.7 32.7 18.5 120 FTG ET PE 0.4 B 300.5 0.0 23.2 0.0 0.428 TL 14.17 PV Pipe: 9 -26.4 1.049 PL 9.25 PF 2.0 9 301.2 8.0 10.9 26.4 9.8 120 FTG ---- PE 0.0 10 301.2 8.0 12.9 28.7 0.217 TL 9.25 PV Pipe: 10 -55.1 1.380 PL 9.25 PF 2.1 10 301.2 8.0 12.9 28.7 11.8 120 FTG ---- PE 0.0 11 301.2 8.0 14.9 30.9 0.223 TL 9.25 PV Pipe: 11 -86.0 1_610 PL 9.25 PF 2.2 11 301.2 8.0 14.9 30.9 13.5 120 FTG ---- PE 0.0 12 301.2 8.0 17.1 33.1 0.240 TL 9.25 PV Pipe: 12 -119.1 1.610 PL 2.00 PF 6.1 12 301.2 8.0 17.1 33.1 18.8 120 FTG ET PE 0.3 C 300.5 0.0 23.6 0.0 0.438 TL 14.00 PV Pipe: 13 -107.0 3.260 PL 6.17 PF 0.1 A 300.5 0.0 23.1 0.0 4.1 120 FTG ---- PE 0.0 B 300.5 0.0 23.2 0.0 0;012 TL 6.17 PV S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) PIPE TAG END ELEV. NODES (FT) Pipe: 14 B 300.5 C 300.5 Pipe: 15 C 300.5 D 286.4 Pipe: 16 13 286.4 14 286.4 Pipe: 17 14 286.4 16 286.4 Pipe: 18 15 286.4 16 286.4 NOZ. (K) Q (GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT PRESS. SUM. (PSI) - 224.6 3.260 PL 9.00 PF 0.4 0.0 23.2 0.0 8.6 120 FTG --- PE 0.0 0.0 23.6 0.0 0.046 TL 9.00 PV - 343.7 3.260 PL 57.33 PF 7.9 0.0 23.6 0.0 13.2 120 FTG 3L PE 6.1 0.0 37.5 0.0 0.100 TL 78.33 PV - 30.6 1.049 PL 7.00 PF 2.0 8.0 14.6 30.6 11.4 120 FTG ---- PE 0.0 8.0 16.6 32.6 0.286 TL 7.00 PV - 63.3 1.049 PL 8.0 16.6 32.6 23.5 120 FTG 0.0 17.7 0.0 1.095 TL 1.00 PF 1.1 - --- PE 0.0 1.00 PV - 30.1 1.049 PL 8.00 PF 3.6 8.0 14.1 30.1 11.2 120 FTG T PE 0.0 0.0 17.7 0.0 0.277 TL 13.00 PV Pipe: 19 16 286.4 0.0 18 286.4 0.0 Pipe: 20 17 286.4 18 286.4 Pipe: 21 18 286.4 19 286.4 - 93.3 1.380 PL 9.00 PF 8.9 17.7 0.0 20.0 120 FTG T PE 0.0 26.6 0.0 0.592 TL 15.00 PV 8.0 25.2 0.0 26.6 - 40.2 1.049 PL 40.2 14.9 120 FTG 0.0 0.473 TL - 133.5 1.610 PL 0.0 26.6 0.0 21.0 120 FTG 8.0 29.3 43.3 0.541 TL Pipe: 22 19 286.4 8.0 D 286.4 0.0 3.00 PF 1.4 --- PE 0.0 3.00 PV 5.00 PF 2.7 - --- PE 0.0 5.00 PV - 176.8 1.610 PL 1.00 PF 8.2 29.3 43.3 27.9 120 FTG T PE 0.0 37.5 0.0 0.911 TL 9.00 PV Pipe: 23 20 286.4 8.0 13.2 21 286.4 8.0 15.2 Pipe: 24 21 286.4 22 286.4 Pipe: 25 22 286.4 23 286.4 ePipe: 26 23 286.4 286.4 -29.0 1.049 PL 8.00 PF 2.1 29.0 10.8 120 FTG ---- PE 0.0 31.2 0.259 TL 8.00 PV - 60.2 1.049 PL 8.0 15.2 31.2 22.4 120 FTG 8.0 23.2 38.6 1.000 TL - 98.8 1.380 PL 8.0 23.2 38.6 21.2 120 FTG 8.0 28.5 42.7 0.657 TL 8.00 PF 8.0 - --- PE 0.0 8.00 PV 8.00 PF 5.3 ---- PE 0.0 8.00 PV - 141.5 1.610 PL 7.00 PF 9.0 8.0 28.5 42.7 22.3 120 FTG T PE 0.0 0.0 37.5 0.0 0.603 TL 15.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -662.0 4.260 PL 11.00 PF 1.0 D 286.4 0.0 37.5 0.0 14.9 120 FTG ---- PE 0.0 E 286.4 0.0 38.5 0.0 0.092 TL 11.00 PV Pipe: 28 -29.4 1.049 PL 8.00 PF 2.1 24 286.4 8.0 13.5 29.4 10.9 120 FTG ---- PE 0.0 25 286.4 8.0 15.7 31.7 0.266 TL 8.00 PV Pipe: 29 -61.1 1.049 PL 8.00 PF 8.2 25 286.4 8.0 15.7 31.7 22.7 120 FTG ---- PE 0.0 26 286.4 8.0 23.9 39.1 1.026 TL 8.00 PV Pipe: 30 -100.2 1.380 PL 8.00 PF 5.4 26 286.4 8.0 23.9 39.1 21.5 120 FTG ---- PE 0.0 27 286.4 8.0 29.3 43.3 0.674 TL 8.00 PV Pipe: 31 -143.4 1.$10 PL 7.00 PF 9.3 27 286.4 8.0 29.3 43.3 22.6 120 FTG T PE 0.0 E 286.4 0.0 38.5 0.0 0.618 TL 15.00 PV Pipe: 32 -39.4 1.049 PL 8.00 PF 3.7 28 286.4 8.0 24.3 39.4 14.6 120 FTG ---- PE 0.0 29 286.4 8.0 28.0 42.3 0.457 TL 8.00 PV Pipe: 33 -81.8 1.049 PL 1.00 PF 10.6 29 286.4 8.0 28.0 42.3 30.3 120 FTG T PE 0.0 E 286.4 0.0 38.5 0.0 1.760 TL 6.00 PV Pipe: 34 -887.1 4.260 PL 42.00 PF 7.9 E 286.4 0.0 38.5 0.0 20.0 120 FTG L PE 0.0 I 286.4 0.0 46.4 0.0 0.157 TL 50.00 PV Pipe: 35 -28.8 1.049 PL 11.50 PF 2.9 30 286.4 8.0 13.0 28.,8 10.7 120 FTG ---- PE 0.0 31 286.4 8.0 15.9 31.9 0.255 TL 11.50 PV Pipe: 36 -60.7 1.049 PL 2.50 PF 7.6 31 286.4 8.0 15.9 31.9 22.5 120 FTG T PE 0.0 F 286.4 0.0 23.5 0.0 1.015 TL 7.50 PV Pipe: 37 -60.7 1.049 PL 6.00 PF 6.1 F 286.4 0.0 23.5 0.0 22.5 120 FTG ---- PE 0.0 G 286.4 0.0 29.6 0.0 1.015 TL 6.00 PV Pipe: 38 -29.0 1.049 PL 8.50 PF 2.2 32 286.4 8.0 13.2 29..0 10.8 120 FTG ---- PE 0.0 33 286.4 8.0 15.4 31.4 0.259 TL 8.50 PV Pipe: 39 -60.4 1.049 PL 8.50 PF 8.6 33 286.4 8.0 15.4 31.4 22.4 120 FTG ---- PE 0.0 34 286.4 8.0 23.9 39.1 1.006 TL 8.50 PV • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) PIPE TAG END ELEV. NODES (FT) Pipe: 40 34 286.4 G 286.4 Pipe: 41 G 286.4 H 286.4 Pipe: 42 35 286.4 36 286.4 Pipe: 43 36 286.4 37 286.4 Pipe: 44 37 286.4 H 286.4 Pipe: 45 H 286.4 I 286.4 I SN SN DPV1 Pipe: 46 286.4 278.7 Pipe: 47 278.7 277.6 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 99.6 1.380 PL 8.0 23.9 39.1 21.4 120 FTG 0.0 29.6 0.0 0.666 TL 2.50 T 8.50 PRESS. SEN. (PSI) PF 5.7 PE 0.0 PV - 160.3 1.610 PL 11.00 PF 8.3 0.0 29.6 0.0 25.3 120 FTG ---- PE 0.0 0.0 37.9 0.0 0.759 TL 11.00 PV - 33.1 1.049 PL 8.0 17.1 33.1 12.3 120 FTG 8.0 19.9 35.7 0.330 TL - 68.8 1.049 PL 8.0 19.9 35.7 25.5 120 FTG 8.0 30.8 44.4 1.278 TL 8.0 30.8 0.0 37.9 8.50 PF 2.8 - --- PE 0.0 8.50 PV 8.50 PF 10.9 - --- PE 0.0 8.50 PV - 113.1 1.380 PL 2.50 PF 7.2 44.4 24.3 120 FTG T PE 0.0 0.0 0.845 TL 8.50 PV - 273.4 2.067 PL 0.0 37.9 0.0 26.1 120 FTG 0.0 46.4 0.0 0.604 TL 4.00 T 14.00 PF 8.5 PE 0.0 PV -1160.5 4.260 PL 71.00 PF 24.6 0.0 46.4 0.0 26.1 120 FTG 3L PE 3.4 0.0 74.3 0.0 0.259 TL 95.00 PV - 1160.5 6.357 PL 0.0 74.3 0.0 11.7 120 FTG 0.0 74.9 0.0 0.037 TL Pipe: 48 DPV2 277.6 0.0 76.4 DPV1 277.6 0.0 74.9 0.0 1.09 PF 0.0 ---- PE 0.5 1.09 PV FIXED PRESSURE LOSS DEVICE 0.0 1.5 psi, 1160.5 gpm Pipe: 49 DPV2 277.6 0.0 BOR 274.7 0.0 BOR UG1 UG1 BP1 Pipe: 50 274.7 268.0 Pipe: 51 268.0 270.0 Pipe: 52 BP2 270.0 BP1 270.0 0.0 82.8 0.0 - 1160.5 6.357 PL 1.58 PF 1.9 76.4 0.0 11.7 120 FTG TB PE 1.3 79.6 0.0 0.037 TL 52.58 PV -1160.5 8.249 PL 12.42 0.0 79.6 0.0 7.0 120 FTG TL 0.0 83.2 0.0 0.010 TL 68.42 PF 0.7 PE 2.9 PV - 1160.5 10.400 PL 93.00 PF 0.5 0.0 83.2 0.0 4.4 140 FTG 4LG PE -0.9 0.0 82.8 0.0 0.003 TL 205.00 PV FIXED PRESSURE LOSS DEVICE 0.0 86.8 0.0 4.0 psi, 1160.5 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -1160.5 10.400 PL 83.00 PF 0.6 BP2 270.0 0.0 86.8 0.0 4.4 140 FTG T2LG PE 0.0 CITY 270.0 SRCE 87.4 (N/A) 0.003 TL 223.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide Han average imbalance at each node of 0.001 gpm and a,maximum imbalance at any node of 0.063 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 30.3 ft/sec at pipe 33. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GiatVlv AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.001, 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9,00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZONE 3 (LEVEL 1) • PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPVIv NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 • • DATE: 3/4/20 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 T:\HASS\DAVEH\BOW LAKE\ZONE3LEVELI.SDF JOB TITLE: ZO 3 (LEVEL 1) 1375.0 gpm 0 O O N .-I "d U) a) Qi .1 U) a U) 0 N a N yl 0 a •� a;' a J U. cn P4 W >> !T M H in u) • u) U U N 0 N • O %.O N ,O >.• a) w - m •-u A, z1po).) op 3-i QV 0 um. W °�) W ate) U 0 ,4 co • o N of o) ro r 0' • • o W N • a., aao4ai .1 N 0 0 0 p 0 0 N d, Ito co cr '"1 co tr) N 1-1 0 Fi D C7 41 a u: W U) U) O a 1.] a U) -.I -^ 0 0 0 0 0 (NI O — 0 — N 0 a Gu e PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 3 (DUST COLLECTOR DUCT SPRINKLERS) FILE NUMBER: ZONE3DUST.SDF DATE: MAR 4, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GROUP 1 DENSITY: 20 GPM PER SPRINKLER MIN. AREA OF APPLICATION: 100 LINEAL FEET OF DUCT COVERAGE PER SPRINKLER: 12ft. O.C. MAX. SPACING NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 230.7 gpm TOTAL WATER REQUIRED (including hose): 480.7 gpm • FLOW AND PRESSURE (@ BOR): 230.7 gpm @ 100.5 psi SPRINKLER ORIFICE SIZE: 5.6K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3DUST.SDF JOB TITLE: ZONE 3 (LEVEL 1 DUST COLLECTOR) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 120.6 480.7 106.6 Required pressure is 14.0 psi (12%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 480.7 CPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ,ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 230.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 310.0 K= 5.60 12.8 2 310.0 K= 5.60 13.9 3 310.0 K= 5.60 14.8 4 310.0 K= 5.60 16.2 5 310.0 K= 5.60 18.7 6 310.0 K= 5.60 25.5 7 310.0 K= 5.60 27.3 8 310.0 K= 5.60 29.9 9 310.0 K= 5.60 35.3 101 307.0 - - - - 15.7 102 307.0 17.0 103 307.0 18.1 104 307.0 19.6 105 307.0 - - - - 22.4 106 307.0 - - - - 30.0 107 307.0 - - 32.0 108 307.0 - - - - 34.9 109 307.0 - - - - 40.6 500 286.4 - - - - 92.8 RV 286.4 - - - 93.0 I 286.4 - - - - 93.9 SN 278.7 98.4 DPV1 277.6 98.9 DPV2 277.6 99.1 BOR 274.7 100.5 UG1 268.0 103.4 BP1 270.0 102.6 BP2 270.0 - - 106.6 CITY 270.0 SOURCE 106.6 20.0 20.9 21.6 22.5 24.2 28.3 29.3 30.6 33.3 230.7 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3DUST.SDF JOB TITLE: ZONE 3 (LEVEL 1 DUST COLLECTOR) • PIPE DATA PIPE TAG END ELEV. NODES (FT) Pipe: 1 1 310.0 101 307.0 Pipe: 2 101 307.0 102 307.0 Pipe: 3 2 310.0 102 307.0 Pipe: 4 102 307.0 103 307.0 Pipe: 5 3 310.0 103 307.0 •Pipe: 6 103 307.0 104 307.0 NOZ. PT DISC. (K) (PSI) (GPM) Q(GPM) DIA(IN) LENGTH VEL(FPS) HW(C) (FT) FL/FT PRESS. SUM. (PSI) - 20.0 1.049 PL 4.00 PF 1.7 5.6 12.8 20.0 7.4 120 FTG 2ET PE 1.3 0.0 15.7 0.0 0.130 TL 13.00 PV - 20.0 1.049 PL 10.00 PF 1.3 0.0 15.7 0.0 7.4 120 FTG ---- PE 0.0 0.0 17.0 0.0 0.130 TL 10.00 PV -20.9 1.049 PL 4.00 PF 1.8 5.6 13.9 20.9 7.8 120 FTG 2ET PE 1.3 0.0 17.0 0.0 0.141 TL 13.00 PV 0.0 17.0 0.0 18.1 5.6 14.8 0.0 18.1 - 40.9 1.380 PL 0.0 8.8 120 FTG 0.0 0.128 TL 5.04 PF 1.0 E PE 0.0 8.04 PV - 21.6 1.049 PL 4.00 PF 1.9 21.6 8.0 120 FTG 2ET PE 1.3 0.0 0.150 TL 13.00 PV -62.5 1.610 PL 11.25 PF 1.5 0.0 18.1 0.0 9.8 120 FTG ---- PE 0.0 0.0 19.6 0.0 0.133 TL 11.25 PV Pipe: 7 4 310.0 5.6 104 307.0 0.0 Pipe: 8 104 307.0 0.0 105 307.0 0.0 Pipe: 9 5 310.0 105 307.0 Pipe: 10 105 307.0 106 307.0 Pipe: 11 6 310.0 106 307.0 Pipe: 12 106 307.0 107 307.0 - 22.5 1.049 PL 4.00 PF 2.1 16.2 22.5 8.4 120 FTG 2ET PE 1.3 19.6 0.0 0.162 TL 13.00 PV - 85.0 1.610 PL 12.00 PF 2.8 19.6 0.0 13.4 120 FTG ---- PE 0.0 22.4 0.0 0.235 TL 12.00 PV - 24.2 1.049 PL 4.00 PF 2.4 5.6 18.7 24.2 9.0 120 FTG 2ET PE 1.3 0.0 22.4 0.0 0.185 TL 13.00 PV -109.2 1.610 PL 12.42 PF 7.6 0.0 22.4 0.0 17.2 120 FTG 2E PE 0.0 0.0 30.0 0.0 0.373 TL 20.42 PV - 28.3 1.049 PL 4.00 PF 3.2 5.6 25.5 28.3 10.5 120 FTG 2ET PE 1.3 0.0 30.0 0.0 0.247 TL 13.00 PV -137.5 2.067 PL 12.00 PF 2.0 0.0 30.0 0.0 13.1 120 FTG ---- PE 0.0 0.0 32.0 0.0 0.169 TL 12.00 PV Pipe: 13 7 310.0 5.6 27.3 107 307.0 0.0 32.0 -29.3 1.049 PL 4.00 PF 3.4 29.3 10.9 120 FTG 2ET PE 1.3 0.0 0.263 TL 13.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3DUST.SDF JOB TITLE: ZONE 3 (LEVEL 1 DUST COLLECTOR) PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 14 107 307.0 0.0 108 307.0 0.0 Pipe: 15 8 310.0 108 307.0 Pipe: 16 108 307.0 109 307.0 Pipe: 17 9 310.0 109 307.0 Pipe: 18 109 307.0 500 286.4 Pipe: 19 500 286.4 286.4 RV RV I I SN SN DPV1 Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FLAFT -166.7 2.067 PL 12.00 32.0 0.0 15.9 120 FTG ---- 34.9 0.0 0.242 TL 12.00 -30.6 1.049 PL 4.00 5.6 29.9 30.6 11.4 120 FTG 2ET 0.0 34.9 0.0 0.286 TL 13.00 PRESS. SUM. (PSI) PF 2.9 PE 0.0 PV PF 3.7 PE 1.3 PV -197.4 2.067 PL. 12.25 PF 5.7 0.0 34.9 0.0 18.9 120 FTG E PE 0.0 0.0 40.6 0.0 0.330 TL 17.25 PV -33.3 1.049 PL 3.00 PF 4.0 5.6 35.3 33.3 12.4 120 FTG 2ET PE 1.3 0.0 40.6 0.0 0.334 TL 12.00 PV -230.7 2.067 PL 53.00 PF 43.2 0.0 40.6 0.0 22.1 120 FTG 7ET PE 8.9 0.0 92.8 0.0 0.441 TL 98.00 PV - 230.7 3.260 PL 0.0 92.8 0.0 8.9 120 FTG 0.0 93.0 0.0 0.048 TL Pipe: 20 286.4 0.0 286.4 0.0 Pipe: 21 286.4 278.7 Pipe: 22 278.7 277.6 Pipe: 23 DPV2 277.6 DPV1 277.6 Pipe: 24 DPV2 277.6 BOR 274.7 Pipe: 25 BOR 274.7 UG1 268.0 UG1 BP1 5.75 PF 0.3 ---- PE 0.0 5.75 PV - 230.7 4.260 PL 53.50 93.0 0.0 5.2 120 FTG L 93.9 0.0 0.013 TL 61.50 - 230.7 4.260 PL 71.00 0.0 93.9 0.0 5.2 120 FTG 3L 0.0 98.4 0.0 0.013 TL 95.00 PF PE 0.0 PV 0.8 PF 1.2 PE 3.4 PV -230.7 6.357 PL 1.09 PF 0.0 0.0 98.4 0.0 2.3 120 FTG ---- PE 0.5 0.0 98.9 0.0 0.;002 TL 1.09 PV FIXED PRESSURE LOSS DEVICE 0.0 99.1 0.0 0.2 psi, 230.7 gpm 0.0 98.9 0.0 0.0 99.1 0.0 100.5 0.0 100.5 0.0 103.4 Pipe: 26 268.0 0.0 103.4 270.0 0.0 102.6 - 230.7 6.357 PL 1.58 PF 0.1 0.0 2.3 120 FTG TB PE 1.3 0.0 0.002 TL 52.58 PV -230.7 8.249 FL 12.42 PF 0.0 0.0 1.4 120 FTG TL PE 2.9 0.0 0.001 TL 68.42 PV -230.7 10:400 PL 93.00 0.0 0.9 140 FTG 4LG 0.0 0000 TL 205.00 PF 0.0 PE -0.9 PV • • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3DUST.SDF JOB TITLE: ZONE 3 (LEVEL 1 DUST COLLECTOR) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 FIXED PRESSURE LOSS DEVICE BP2 270.0 0.0 106.6 0.0 4.0 psi, 230.7 gpm BP1 270.0 0.0 102.6 0.0 Pipe: 28 -230.7 10.400 PL 83.00 PF 0.0 BP2 270.0 0.0 106.6 0.0 0.9 140 FTG T2LG PE 0.0 CITY 270.0 SRCE 106.6 (N/A) 0.000 TL 223.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.056 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.1 ft/sec at pipe 18. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/4/2011 T:\RABB\DAVEH\BOW LAKE\ZONE3DUST.SDF JOB TITLE: ZONE 3 (LEVEL 1 DUST COLLECTOR) PAGE: B MATERIAL: THNWL, HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/4/2011 T:\HASS\CAVEH\BOW LAKE\ZONE3DUST.SDF JOB TITLE: ZONE 3 (LEVEL 1 DUST COLLECTOR) E 0 N N Q. a>� 0) CAH H R 0 N N U U 7O HO >,1, woo 0 00 H 0 sT f° V' a ro °'-- 0,-•1 m °H ab 0. U N 1-4.Q 41 H N ro N H 01 0 to rl,n•.I,n 0 >, • m cn n3o 1/4o > N N O a�1a�laa; %/ r N 0 O 0 N O 0 O 0 O —0 0 0 — O 0 N e-1 ,--I 0 43 114 r:4 naw --114 4-1 0 O O Lt) O CO N GO O O N sr SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 3/4/2011 T:\HASS\DAVEH\BOW LAKE\ZONE3DUST.SDF JOB TITLE: ZONE 3 (LEVEL 1 DUST COLLECTOR) WATER SUPPLY CURVE 132+ 121*\\\\0\\\\\ I \\\\\\\\\\\ I \\\\\\\\\\ * <-112.0 psi @ 1375 gpm 110+ Flow Test Point I X 99+ P 88+ R I E I S I S 77+ U I R I E I 66+ ( I P I S I I 55+ ) I 44+ 33+ 22+ LEGEND " In I X = Required Water Supply " I 106.59 psi @ 480.7 gpm " 11+ " I 0 = Available Water Supply " I 120.57 psi @ 480.7 gpm " 1 II 0++—+---+----+ + + + --+ + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 4 (RECEIVING AREA SW) FILE NUMBER: ZONE4.SDF DATE: FIB 28, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GP. I DENSITY: .45 gpm/sq. ft. AREA OF APPLICATION: 3,500 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 41 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1924.3 gpm TOTAL WATER REQUIRED (including hose): 2424.2 gpm • FLOW AND PRESSURE (@ BOR): 1,924.3 gpm @ 67.4 psi SPRINKLER ORIFICE SIZE: 11.2K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 93.5 2424.2 78.6 Required pressure is 14.9 psi (16%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2424.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 CPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1924.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) 1 (GPM) 1 323.6 K=11.20 12.21 39.1 2 321.3 K=11.20 13.2 40.8 3 319.1 K=11.20 14.6 42.8 4 317.0 K=11.20 16.1 44.9 5 314.8 K=11.20 18.0 47.6 6 312.5 K=11.20 20.6 50.8 7 323.6 K=11.20 12.3 39.3 8 321.3 K=11.20 13.4 40.9 9 319.2 K=11.20 14.6 42.7 10 317.0 K=11.20 16.1 44.9 11 314.8 K=11.20 18.0 47.6 12 312.5 K=11.20 20.6 50.8 13 323.9 - - 14.4 13A 326.9 K=11.20 12.6 39.7 14 322.4 - - - - 15.0 14A 325.4 K=11.20 13.2 40.7 15 321.0 - - - - 15.7 15A 324.0 K=11.20 12.9', 40.3 16 319.5 - - - - 16.5 - 16A 322.5 K=11.20 13.6 41.4 17 318.0 - - - - 17.3 17A 321.0 K=11.20 14.4 42.5 18 316.5 - - - - 18.3 18A 319.5 K=11.20 15.3', 43.8 19 315.1 - - - - 19.5 19A 318.1 K=11.20 15.1 43.6 20 313.6 20.7 20A 316.6 K=11.20 16.2 45.1 21 312.2 22.2 21A 315.2 K=11.20 17.5 46.8 22 323.6 K=11.20 12.4 39.5 23 321.3 K=11.20 13.5 41.1 24 319.1 K=11.20 14.7 42.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) • NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25 317.0 K=11.20 16.2 45.1 26 314.8 K=11.20 18.2 47.7 27 312.5 K=11.20 20.7 51.0 28 323.6 K=11.20 12.5 39.6 29 321.3 K=11.20 13.5 41.2 30 319.1 K=11.20 14.9 43.2 31 317.0 K=11.20 16.4 45.3 32 314.8 K=11.20 18.4 48.0 33 312.5 K=11.20 20.9 51.3 37 317.0 K=11.20 22.1 52.6 38 314.8 K=11.20 23.2 53.9 39 312.5 K=11.20 24.5 55.5 46 310.3 K=11.20 32.0 63.3 51 310.3 K=11.20 32.0 63.3 62 310.7 - - - - 32.1 62A 313.7 K=11.20 25.8 56.9 65 310.3 K=11.20 32.0 63.3 70 310.3 K=11.20 32.0 63.4 A 309.8 27.0 B 309.8 27.0 C 309.8 27.2 D 309.8 27.2 411 E 309.8 27.5 F 309.8 27.8 G 309.8 28.3 H 300.2 38.5 I 300.2 38.5 J 300.2 38.5 K 300.2 38.5 L 300.2 38.5 M 300.2 - - - - 38.5 N 300.2 - - - - 38.5 O 300.2 38.5 P 300.2 38.5 Q 299.8 39.2 R1 297.8 40.3 R2 297.8 45.3 TOR 286.2 56.1 DPV1 277.6 60.7 DPV2 277.6 64.7 BOR 274.7 67.4 UG1 268.0 72.2 BP1 270.0 72.7 BP2 270.0 - - - - 77.2 CITY 270.0 SOURCE 78.6 1924.2 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HWQC) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -39.1 2.635 PL 13.42 PF 0.1 1 323.6 11.2 12.2 39.1 2.3 120 FTG ---- PE 1.0 2 321.3 11.2 13.2 40.8 0.005 TL 13.42 PV Pipe: 2 -79.9 2.635 PL 13.67 PF 0.4 2 321.3 11.2 13.2 40.8 4.7 120 FTG L PE 1.0 3 319.1 11.2 14.6 42.8 0.019 TL 19.67 PV Pipe: 3 -122.7 2.635 PL 13.42 PF 0.6 3 319.1 11.2 14.6 42.8 7.2 120 FTG ---- PE 0.9 4 317.0 11.2 16.1 44.9 0.042 TL 13.42 PV Pipe: 4 -167.6 2.635 PL 13.42 PF 1.0 4 317.0 11.2 16.1 44.9 9.9 120 FTG ---- PE 1.0 5 314.8 11.2 18.0 47.6 0.075 TL 13.42 PV Pipe: 5 -215.1 2.635 PL 13.42 PF 1.6 5 314.8 11.2 18.0 47.6 12.7 120 FTG ---- PE 1.0 6 312.5 11.2 20.6 50.8 0.119 TL 13.42 PV Pipe: 6 -266.0 2.635 PL 6.83 PF 5.2 6 312.5 11.2 20.6 50.8 15.6 120 FTG TL PE 1.2 A 309.8 0.0 27.0 0.0 0.176 TL 29.83 PV Pipe: 7 -39.3 2.635 PL 13.42 PF 0.1 7 323.6 11.2 12.3 39.3 2.3 120 FTG ---- PE 8 321.3 11.2 13.4 40.9 0.005 TL 13.42 PV Pipe: 8 -80.2 2.635 PL 13.42 PF 0.3 8 321.3 11.2 13.4 40.9 4.7 120 FTG ---- PE 0.9 9 319.2 11.2 14.6 42.7 0.019 TL 13.42 PV Pipe: 9 -123.0 2.635 PL 13.42 PF 0.6 9 319.2 11.2 14.6 42.7 7.2 120 FTG ---- PE 1.0 10 317.0 11.2 16.1 44.9 0.042 TL 13.42 PV Pipe: 10 -167.9 2.635 PL 13.42 PF 1.0 10 317.0 11.2 16.1 44.9 9.9 120 FTG ---- PE 1.0 11 314.8 11.2 18.0 47.6 0,075 TL 13.42 PV Pipe: 11 -215.4 2.635 PL 13.42 PF 1.6 11 314.8 11.2 18.0 47.6 12.7 120 FTG ---- PE 1.0 12 312.5 11.2 20.6 50.8 0.119 TL 13.42 PV Pipe: 12 -266.3 2.635 PL 6.83 PF 5.3 12 312.5 11.2 20.6 50.8 15.7 120 FTG TL PE 1.2 B 309.8 0.0 27.0 0.0 0.176 TL 29.83 PV Pipe: 13 -39.7 24067 PL 9.00 PF 0.5 13A 326.9 11.2 12.6 39.7 3.8 120 FTG 2T PE 1.3 13 323.9 0.0 14.4 0.0 0_«017 TL 29.00 PV 1.0 • e DATE: 2/28/2011 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) PIPE TAG END ELEV. NODES (FT) Pipe: 14 13 323.9 14 322.4 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -39.7 3.260 PL 0.0 14.4 0.0 1.5 120 FTG 0.0 15.0 0.0 0.002 TL Pipe: 15 14A 325.4 11.2 13.2 14 322.4 0.0 15.0 Pipe: 16 14 322.4 15 321.0 PRESS. SUM. (PSI) 8.96 PF 0.0 --- PE 0.6 8.96 PV - 40.7 2.067 PL 9.00 PF 0.5 40.7 3.9 120 FTG 2T PE 1.3 0.0 0.018 TL 29.00 PV - 80.4 3.260 PL 0.0 15.0 0.0 3.1 120 FTG 0.0 15.7 0.0 0.007 TL Pipe: 17 15A 324.0 11.2 15 321.0 0.0 Pipe: 18 15 321.0 16 319.5 Pipe: 19 16A 322.5 16 319.5 Pipe: 20 16 319.5 17 318.0 8.96 PF 0.1 - --- PE 0.6 8.96 PV -40.3 1.610 PL 9.00 PF 1.5 12.9 40.3 6.3 120 FTG 2T PE 1.3 15.7 0.0 0.059 TL 25.00 PV - 120.7 3.260 PL 0.0 15.7 0.0 4.6 120 FTG 0.0 16.5 0.0 0.014 TL 8.96 PF 0.1 - --- PE 0.6 8.96 PV -41.4 1.610 PL 9.00 PF 1.5 11.2 13.6 41.4 6.5 120 FTG 2T PE 1.3 0.0 16.5 0.0 0.062 TL 25.00 PV - 162.0 3.260 PL 0.0 16.5 0.0 6.2 120 FTG 0.0'' 17.3 0.0 0.025 TL Pipe: 21 17A 321.0 11.2 17 318.0 0.0 Pipe: 22 17 318.0 18 316.5 8.96 PF 0.2 - --- PE 0.6 8.96 PV -42.5 1.610 PL 9.00 PF 1.6 14.4 42.5 6.7 120 FTG 2T PE 1.3 17.3 0.0 0.065 TL 25.00 PV -204.6 3.260 PL 0.0 17.3 0.0 7.9 120 FTG 0.0 18.3 0.0 0.038 TL Pipe: 23 18A 319.5 11.2 18 316.5 0.0 Pipe: 24 18 316.5 0.0 19 315.1 0.0 8.96 PF 0.3 - --- PE 0.6 8.96 PV -43.8 1.610 PL 9.00 PF 1.7 15.3 43.8 6.9 120 FTG 2T PE 1.3 18.3 0.0 0.069 TL 25.00 PV -248.4 3.260 PL 18.3 0.0 9.5 120 FTG 19.5 0.0 0.055 TL Pipe: 25 19A 318.1 11.2 15.1 19 315.1 0.0 19.5 t19 20 Pipe: 26 315.1 313.6 8.96 PF 0.5 ---- PE 0.6 8.96 PV - 43.6 1.380 PL 9.00 PF 3.0 43.6 9.3 120 FTG 2T PE 1.3 0.0 0.144 TL 21.00 PV - 291.9 3.260 PL 8.96 PF 0.7 0.0 19.5 0.0 11.2 120 FTG ---- PE 0.6 0.0 20.7 0.0 0.074 TL 8.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) PIPE TAG END ELEV. NODES (FT) Pipe: 27 20A 316.6 20 313.6 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW (C) (FT) FL/FT -45.1 1.380 PL 9.00 11.2 16.2 45.1 9.7 120 FTG 2T 0.0 20.7 0.0 0.154 TL 21.00 Pipe: 28 20 313.6 0.0 21 312.2 0.0 - 337.0 3.260 PL 20.7 0.0 13.0 120 FTG 22.2 0.0 0.Q97 TL Pipe: 29 -46.8 21A 315.2 11.2 17.5 46.8 10.0 21 312.2 0.0 22.2 0.0 Pipe: 30 21 312.2 C 309.8 0.0 22.2 0.0 27.2 Pipe: 31 22 323.6 11.2 23 321.3 11.2 Pipe: 32 23 321.3 11.2 24 319.1 11.2 Pipe: 33 24 319.1 11.2 25 317.0 11.2 PRESS. SUM. (PSI) PF 3.2 PE 1.3 PV 8.96 PF 0.9 ---- PE 0.6 8.96 PV 1.380 PL 9.00 120 FTG 2T 0.165 TL 21.00 PF 3.5 PE 1.3 PV - 383.9 3.260 PL 4.67 PF 3.9 0.0 14.8 120 FTG TL PE 1.0 0.0 0.123 TL 31.67 PV -39.5 2.635 PL 12.4 39.5 2.3 .20 FTG 13.5 41.1 0.005 TL -80.6 2.635 PL 13.5 41.1 4.7 120 FTG 14.7 42.9 0.019 TL - 123.5 2.635 PL 14.7 42.9 7.3 120 FTG 16.2 45.1 0.043 TL Pipe: 34 25 317.0 11.2 16.2 26 314.8 11.2 18.2 - 168.6 2.635 PL 45.1 9.9 120 FTG 47.7 0.076 TL Pipe: 35 -216.3 26 314.8 11.2 18.2 47.7 12.7 27 312.5 11.2 20.7 51.0 Pipe: 36 27 312.5 11.2 20.7 D 309.8 0.0 27.2 Pipe: 37 28 323.6 11.2 12.5 29 321.3 11.2 13.5 Pipe: 38 29 321.3 11.2 30 319.1 11.2 13.42 13.42 13.42 13.42 13.42 13.42 13.42 13.42 PF 0.1 PE 1.0 PV PF 0.3 PE 1.0 PV PF 0.6 PE 0.9 PV PF 1.0 PE 1.0 PV 2.635 PL 13.42 PF 1.6 120 FTG ---- PE 1.0 0.120 TL 13.42 PV - 267.3 2.635 PL 6.83 PF 5.3 51.0 15.7 120 FTG TL PE 1.2 0.0 0.178 TL 29.83 PV. - 39.6 2.635 PL 39.6 2.3 120 FTG 41.2 0405 TL - 80.8 2.635 PL 13.5 41.2 4.8 120 FTG 14.9 43.2 0.019 TL Pipe: 39 -124.0 30 319.1 11.2 14.9 43.2 7.3 31 317.0 11.2 16.4 45.3 13.42 13.42 13.67 L 19.67 PF 0.1 PE 1.0 PV PF 0.4 PE 1.0 PV 2.635 PL 13.42 PF 0.6 120 FTG ---- PE 0.9 0,043 TL 13.42 PV • • • SPRINKLER SYSTEM DATE: 2/28/2011 JOB TITLE: ZONE 4 (RECEIVING FLOOR PIPE TAG END ELEV. NODES (FT) Pipe: 40 31 317.0 32 314.8 NOZ. (K) HYDRAULIC ANALYSIS Page 7 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF SW) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 169.3 2.635 PL 11.2 16.4 45.3 10.0 120 FTG 11.2 18.4 48.0 0.076 TL Pipe: 41 32 314.8 11.2 33 312.5 11.2 Pipe: 42 33 312.5 11.2 E 309.8 0.0 Pipe: 43 37 317.0 11.2 38 314.8 11.2 Pipe: 44 38 314.8 11.2 39 312.5 11.2 Pipe: 45 39 312.5 F 309.8 Pipe: 46 A 309.8 B 309.8 Pipe: 47 B 309.8 C 309.8 Pipe: 48 C 309.8 D 309.8 Pipe: 49 D 309.8 E 309.8 Pipe: 50 E 309.8 F 309.8 13.42 13.42 PRESS. SUM. (PSI) PF 1.0 PE 1.0 PV - 217.3 2.635 PL 13.42 PF 1.6 18.4 48.0 12.8 120 FTG ---- PE 1.0 20.9 51.3 0.121 TL 13.42 PV - 268.5 2.635 PL 6.83 PF 5.3 20.9 51.3 15.8 120 FTG TL PE 1.2 27.5 0.0 0.179 TL 29.83 PV -52.6 2.635 PL 13.42 PF 0.1 22.1 52.6 3.1 120 FTG ---- PE 1.0 23.2 53.9 0.009 TL 13.42 PV - 106.5 2.635 PL 13.42 PF 0.4 23.2 53.9 6.3 120 FTG ---- PE 1.0 24.5 55.5 0.032 TL 13.42 PV - 162.0 2.635 PL 6.83 PF 2.1 11.2 24.5 55.5 9.5 120 FTG TL PE 1.2 0.0 27.8 0.0 0.070 TL 29.83 PV -266.0 0.0 27.0 0.0 2.7 0.0 27.0 0.0 0.0 27.0 0.0 27.2 6.357 PL 6.50 PF 0.0 120 FTG PE 0.0 0.002 TL 6.50 PV - 532.2 6.357 PL 14.25 PF 0.1 0.0 5.4 120 FTG ---- PE 0.0 0.0 0.009 TL 14.25 PV - 916.1 6.357 PL 0.0 27.2 0.0 9.3 120 FTG 0.0 27.2 0.0 0.024 TL 2.25 PF 0.1 ---- PE 0.0 2.25 PV - 1183.4 6.357 PL 6.50 PF 0.2 0.0 27.2 0.0 12.0 120 FTG ---- PE 0.0 0.0 27.5 0.0 0.038 TL 6.50 PV 0.0 27.5 0.0 27.8 Pipe: 51 F 309.8 0.0 G 309.8 0.0 Pipe: 52 309.8 Q 299.8 - 1452.0 6.357 PL 0.0 14.7 120 FTG 0.0 0.056 TL -1614.0 6.357 PL 27.8 0.0 16.3 120 FTG 28.3 0.0 0.068 TL 6.50 PF 0.4 - --- PE 0.0 6.50 PV 6.50 PF 0.4 - --- PE 0.0 6.50 PV - 1614.0 6.357 PL 75.50 PF 6.6 0.0 28.3 0.0 16.3 120 FTG 2L PE 4.3 0.0 39.2 0.0 0.068 TL 97.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) PIPE TAG END ELEV. NODES (FT) 46 H 51 I 62 L 65 M 70 N H I I J J K K L L M M N N 0 Pipe: 53 310.3 300.2 NOZ. (K) 4(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -63.3 2.157 PL 49.25 11.2 32.0 63.3 5.6 120 FTG TL 0.0 38.5 0.0 0.033 TL 64.25 Pipe: 54 310.3 11.2 300.2 0.0 Pipe: 55 62A 313.7 62 310.7 -63.3 2.157 PL 49.25 32.0 63.3 5.6 120 FTG TL 38.5 0.0 0.033 TL 64.25 PRESS. SUM. (PSI) PF 2.1 PE 4.4 PV PF 2.1 PE 4.4 PV - 56.9 1.380 PL 9.00 PF 5.0 11.2- 25.8 56.9 12.2 120 FTG 2T PE 1.3 0.0 32.1 0.0 0.237 TL 21.00 PV -56.9 2.157 PL 54.58 PF 1.9 32.1 0.0 5.0 120 FTG TL PE 4.5 38.5 0.0 0.027 TL 69.58 PV Pipe: 56 310.7 0.0 300.2 0.0 Pipe: 57 310.3 11.2 32.0 300.2 0.0 38.5 Pipe: 58 310.3 11.2 32.0 300.2 0.0 38.5 Pipe: 59 300.2 300.2 Pipe: 60 300.2 300.2 Pipe: 61 300.2 300.2 Pipe: 62 300.2 300.2 0.0 38.5 0.0 38.5 -63.3 2.157 PL 49.25 PF 2.1 63.3 5.6 120 FTG TL PE 4.4 0.0 0.033 TL 64.25 PV -63.4 2.157 PL 49.25 63.4 5.6 120 FTG TL 0.0 0.033 TL 64.25 -63.3 6.357 PL 0.0 0.6 120 FTG 0.0 0.000 TL - 126.7 6.357 PL 0.0 38.5 0.0 1.3 120 FTG 0.0 38.5 0.0 0.01 TL. - 126.7 6.357 PL 0.0 38.5 0.0 1.3 120 FTG 0.0 38.5 0.0 0.001 TL - 126.7 6.357 PL 0.0 38.5 0.0 1.3 120 FTG 0.0 38.5 0.0 0.001 TL Pipe: 63 300.2 0.0 300.2 0.0 Pipe: 64 300.2 300.2 Pipe: 65 300.2 300.2 -183.6 6.357 PL 38.5 0.0 1.9 120 FTG 38.5 0.0 0.001 TL 0.0 38.5 0.0 38.5 -246.9 6.357 PL 0.0 2.5 120 FTG 0.0 0:.002 TL - 310.3 6.357 PL 0.0 38.5 0.0 3.1 120 FTG 0.0 38.5 0.0 0.003 TL 6.50 6.50 PF 2.1 PE 4.4 PV PF 0.0 PE 0.0 PV 5.75 PF 0.0 - --- PE 0.0 5.75 PV 5.00 PF 0.0 ---- PE 0.0 5.00 PV 3.50 PF 0.0 - --- PE 0.0 3.5-0 PV 2.25 PF 0.0 - --- PE 0.0 2.25 PV 6.50 PF 0.0 - --- PE 0.0 6.50 PV 6.50 PF 0.0 - --- PE 0.0 6.50 PV • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) PIPE TAG END ELEV. NODES (FT) Pipe: 66 O 300.2 P 300.2 Pipe: 67 P 300.2 Q 299.8 Q R1 Pipe: 67A 299.8 297.8 Pipe: 67B R2 297.8 R1 297.8 R2 TOR Pipe: 68 297.8 286.2 Pipe: 69 TOR 286.2 DPV1 277.6 Pipe: 70 DPV2 277.6 DPV1 277.6 Pipe: 71 DPV2 277.6 BOR 274.7 Pipe: 72 BOR 274.7 UG1 268.0 Pipe: 73 UG1 268.0 BP1 270.0 Pipe: 74 BP2 270.0 BP1 270.0 BP2 CITY Pipe: 75 270.0 270.0 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA (IN) HW(C) FL/FT - 310.3 6.357 PL 0.0 38.5 0.0 3.1 120 FTG 0.0 38.5 0.0 0.003 TL LENGTH (FT) 6.50 6.50 PRESS. SUM. (PSI) PE 0.0 PE 0.0 PV - 310.3 6.357 PL 108.25 PF 0.5 0.0 38.5 0.0 3.1 120 FTG TL PE 0.2 0.0 39.2 0.0 0.003 TL 157.25 PV -1924.3 6.357 PL 2.00 PF 0.2 0.0 39.2 0.0 19.5 120 FTG ---- PE 0.9 0.0 40.3 0.0 0.094 TL 2.00 PV FIXED PRESSURE LOSS DEVICE 0.0 45.3 0.0 5.0 psi, 1924.3 gpm 0.0 40.3 0.0 - 1924.3 6.357 PL 40.00 PF 5.8 0.0 45.3 0.0 19.5 120 FTG 2L PE 5.0 0.0 56.1 0.0 0.094 TL 62.00 PV - 1924.3 6.357 PL 0.0 56.1 0.0 19.5 120 FTG 0.0 60.7 0.0 0.094 TL 8.67 PF 0.8 ---- PE 3.8 8.67 PV FIXED PRESSURE LOSS DEVICE 0.0 64.7 0.0 4.0 psi, 1924.3 gpm 0.0 60.7 0.0 - 1924.3 8.249 PL 1.58 PF 1.5 0.0 64.7 0.0 11.6 120 FTG TB PE 1.3 0.0 67.4 0.0 0.026 TL 56.58 PV 1924.3 8.249 PL 16.25 PF 1.9 0.0 67.4 0.0 11.6 120 FTG TL PE 2.9 0.0 72.2 0.0 0.026 TL 72.25 PV - 1924.3 10.400 PL 93.00 PF 1.3 0.0 72.2 0.0 7.3 140 FTG 4LG PE -0.9 0.0 72.7 0.0 0.006 TL 205.00 PV FIXED PRESSURE LOSS DEVICE 0.0 77.2 0.0 4.5 psi, 1924.3 gpm 0.0 72.7 0.0 - 1924.2 10.400 PL 83.00 PF 1.4 0.0 77.2 0.0 7.3 140 FTG T2LG PE 0.0 SRCE 78.6 (N/A) 0.006 TL 223.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/28/2011 T:\HABS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide 'an average imbalance at each node of 0.001 gpm and amaximum imbalance at any node of 0.066 gpm. (3) Total pressure at each node is used in ba4ancing the system. Maximum water velocity is 19.5 ft/sec at Pipe 69. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths irk Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee F Forty5 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.011 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly G tVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 • • • • DATE: 2/28/2011 JOB TITLE: ZONE WATER SUPPLY ANALYSIS 1375.0 gpm 0 W a7 • 0 0 (NI •a7 a) 04 --4 U) 0 0 •N N 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF (RECEIVING FLOOR SW) a a>> rn cr+ I.4 w 0 0 $.1 • N ('J00 cr • N er A 'O co N 0 N 2 to e co sr a fa H N a, N yy 41 a 'v N D N a .-II 0) b N C.) N .0 ° H a s a r -I ,A •r1 0 0 >, •.i •tr 0 10 c0 Cl) rotr > ri a) co • 4rnC4r 400 g r-1 N 0 0 0 0 0 O N d' l0 co C H co If) N r -I r-1 C9 FCC5W 111a43cnun0xw--aco•.-1-- N O O 0 0 0 Cr) O O N O 0 44, N 0 o N (� 0 0 co 0 0 0 — O dl O — 1/40 N O a SPRINKLER SYSTEM )yiYDRAULIC ANALYSIS Page 12 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 4.SDF JOB TITLE: ZONE 4 (RECEIVING FLOOR SW) WATER SUPPLY CURVE 132+ 121*\\ I \\\ I \\\ 110+ 99+ P 88+ R I E I S I S 77+ U I R I E I 66+ 44+ 33+ * <-112.0 psi @ 1375 gpm Flow Test Point 0 X 22+ LEGEND I I X = Required Water Supply I 78.60 psi @ 2424.2 gpm " 11+ I 0 = Available Water Supply I 93.45 psi @ 2424.2 gpm 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM),- • • PATRIOT FIRE PROTECTION, INC 2707 70th'AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 5 (RECEIVING FLOOR SE) FILE NUMBER: ZONE5.SDF DATE: rms 28, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GP. I DENSITY: .45 gpm/sq. ft. AREA OF APPLICATION: 3,500 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 55 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1976.3 gpm TOTAL WATER REQUIRED (including hose): 2476.3 gpm FLOW AND PRESSURE (@ BOR): 1,976.3 gpm @ 68.0 psi SPRINKLER ORIFICE SIZE: 11.2K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. - PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report • SPRINKLER SYSTEM HYDRAULIC ;ANALYSIS Page 2 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL.'; TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 92.3 2476.3 78.1 Required pressure is 14.2 psi (15%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2476.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1976.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 313.5 K=11.20 8.3 32.3 2 311.7 K=11.20 10.0 35.4 3 310.2 K=11.20 12.2 39.2 4 313.5 K=11.20 8.3 32.3 5 311.7 K=11.20 10.0 35.4 6 310.2 K=11.20 12.2 39.2 7 317.7 - 12.8 7A 320.7 K=11.20 10.3 36.0 8 316.3 13.4 - - 8A 319.3 K=11.20 10.9 36.9 9 315.0 14.1 9A 318.0 K=11.20 11.5 38.0 10 317.0 K=11.20 7.3 30.2 11 315.2 K=11.20 8.4 32.4 12 313.5 K=11.20 10.2 35.8 13 311.7 K=11.20 11.8 38.4 14 310.2 K=11.20 13.9 41.7 15 317.0 K=11.20 7.3 30.3 16 315.2 K=11.20 8.4 32.4 17 313.5 K=11.20 10.2 35.8 18 311.7 K=11.20 11.8 38.5 19 310.2 K=11.20 13.9 41.8 20 317.0 K=11.20 7.3 30.3 21 315.2 K=11.20 8.4 32.5 22 313.5 K=11.20 10.3 35.9 23 311.7 K=11.20 11.9 38.6 24 310.2 K=11.20 14.0 41.9 25 317.0 K=11.20 7.4 30.5 26 315.2 K=11.20 8.5 32.7 27 313.5 K=11.20 10.4 36.1 28 311.7 K=11.20 12.0 38.7 29 310.2 K=11.20 14.1 42.0 30 313.5 K=11.20 8.6 32.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) • NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 311.7 K=11.20 10.2 32 310.2 K=11.20 12.6 34 311.7 K=11.20 13.7 35 310.2 K=11.20 15.0 39 324.0 12.4 39A 327.0 K=11.20 10.0 40 322.7 13.0 40A 325.7 K=11.20 10.5 41 321.5 13.7 41A 324.5 K=11.20 11.1 42 320.2 14.5 42A 323.2 K=11.20 11.8 43 321.8 K=11.20 12.7 44 318.2 16.2 45 323.8 K=11.20 7.8 46 322.0 K=11.20 8.9 47 320.3 K=11.20 10.9 48 318.2 K=11.20 10.8 49 318.2 15.9 50 323.8 K=11.20 7.8 51 322.0 K=11.20 8.9 52 320.3 K=11.20 10.9 • 53 318.2 K=11.20 10.8 54 318.2 15.9 55 323.8 K=11.20 7.9 56 322.0 K=11.20 9.0 57 320.3 K=11.20 10.9 58 318.2 K=11.20 10.8 59 318.2 - - - - 16.0 60 323.8 K=11.20 7.9 61 322.0 K=11.20 9.0 62 320.3 K=11.20 10.9 63 318.2 K=11.20 10.9 64 318.2 16.0 A 306.1 20.0 B 306.1 - - - - 20.0 C 306.1 - - - - 20.0 D 306.1 - - - - 20.0 E 306.1 - - - - 20.1 F 306.1 - - - - 20.2 G 306.1 - - - - 20.3 H 306.1 - - - - 20.5 I 306.1 - - - - 20.7 J 306.1 - - - - 20.8 K 317.0 - - - - 18.3 L 317.0 - - - - 18.3 M 317.0 - - - - 18.4 N 317.0 - - - - 18.4 O 317.0 - - - - 18.5 410 P 317.0 - - - - 18.6 Q 317.0 - - - - 18.7 R 305.8 - - - - 26.4 S1 305.2 - - - - 28.1 35.8 39.7 41.4 43.4 35.3 36.3 37.3 38.5 39.9 31.3 33.5 36.9 36.8 31.3 33.5 36.9 36.8 31.4 33.5 37.0 36.8 31.5 33.6 37.0 36.9 SPRINKLER SYSTF! HYDRAULIC ANALYSIS Page 4 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S2 305.2 - - - - 33.1 RV 285.0 - - 52.7 - - - TOR 285.0 57.7 DPV1 277.6 61.1 DPV2 277.6 65.1 BOR 274.7 68.0 UG1 268.0 71.6 - - - BP1 270.0 72.1 BP2 270.0 76.6 - - - CITY 270.0 SOURCE 78.1 1976.3 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) • PIPE DATA PIPE TAG END ELEV. NODES (FT) Pipe: 1 1 313.5 2 311.7 2 3 3 A 4 5 5 6 • 6 NOZ. PT DISC. (K) (PSI) (GPM) Q(GPM) DIA(IN) LENGTH VEL(FPS) HW(C) (FT) FL/FT -32.3 1.380 PL 11.2 8.3 32.3 6.9 120 FTG 11.2 10.0 35.4 0.083 TL Pipe: 2 311.7 11.2 310.2 11.2 Pipe: 3 310.2 11.2 306.1 0.0 Pipe: 4 313.5 11.2 311.7 11.2 Pipe: 5 311.7 11.2 310.2 11.2 10.50 10.50 - 67.6 1.610 PL 10.58 10.0 35.4 10.7 120 FTG ---- 12.2 39.2 0.154 TL 10.58 PRESS. SUM. (PSI) PE 0.9 PE 0.8 PV PF 1.6 PE 0.6 PV -106.8 1.610 PL 4.75 PF 6.0 12.2 39.2 16.8 120 FTG ET PE 1.8 20.0 0.0 0.359 TL 16.75 PV -32.3 1.380 PL 10.50 PF 0.9 8.3 32.3 6.9 120 FTG ---- PE 0.8 10.0 35.4 0.083 TL 10.50 PV - 67.6 1.610 PL 10.58 PF 1.6 10.0 35.4 10.7 120 FTG ---- PE 0.6 12.2 39.2 0.154 TL . 10.58 PV Pipe: 6 310.2 11.2 12.2 306.1 0.0 20.0 -106.8 1.610 PL 4.75 PF 6.0 39.2 16.8 120 FTG ET PE 1.8 0.0 0.359 TL 16.75 PV Pipe: 7 -36.0 7A 320.7 11.2 10.3 36.0 5.7 7 317.7 0.0 12.8 0.0 Pipe: 8 7 317.7 8 316.3 1.610 PL 9.00 PF 1.2 120 FTG 2T PE 1.3 0.048 TL 25.00 PV - 36.0 2.635 PL 0.0 12.8 0.0 2.1 120 FTG 0.0 13.4 0.0 0.004 TL Pipe: 9 8A 319.3 11.2 8 316.3 0.0 Pipe: 10 8 316.3 9 315.0 7.83 PF -0.0 ---- PE 0.6 7.83 PV - 36.9 1.610 PL 9.00 PF 1.3 10.9 36.9 5.8 120 FTG 2T PE 1.3 13.4 0.0 0.050 TL 25.00 PV -72.9 2.635 PL 0.0 13.4 0.0 4.3 120 FTG 0.0 14.1 0.0 0.016 TL Pipe: 11 9A 318.0 11.2 9 315.0 0.0 9 C • 10 11 Pipe: 12 315.0 306.1 Pipe: 13 317.0 315.2 7.88 PF 0.1 ---- PE 0.6 7.88 PV -38.0 1.610 PL 9.00 PF 1.3 11.5 38.0 6.0 120 FTG 2T PE 1.3 14.1 0.0 0.053 TL 25.00 PV -110.9 2.635 PL 35.08 PF 2.0 0.0 14.1 0.0 6.5 120 FTG TL PE 3.9 0.0 20.0 0.0 0.035 TL 58.08 PV -30.2 1.682 PL 10.46 PF 0.3 11.2 7.3 30.2 4.4 120 FTG ---- PE 0.8 11.2 8.4 32.4 0.028 TL 10.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 -62.6 1.682 PL 10.46 PF 1.1 11 315.2 11.2 8.4 32.4 9.0 120 FTG ---- PE 0.7 12 313.5 11.2 10.2 35.8 0.108 TL 10.46 PV Pipe: 15 -98.4 2.157 PL 10.46 PF 0.8 12 313.5 11.2 10.2 35.8 8.6 120 FTG ---- PE 0.8 13 311.7 11.2 11.8 38.4 0.074 TL 10.46 PV Pipe: 16 -136,8 2.157 PL 10.58 PF 1.4 13 311.7 11.2 11.8 38.4 12.0 ] 20 FTG---- PE 0.6 14 310.2 11.2 13.9 41.7 0.136 TL 10.58 PV i Pipe: 17 -178.5 2.157 PL 4.75 PF 4.4 14 310.2 11.2 13.9 41.7 15.7 120 FTG TL PE 1.8 D 306.1 0.0 20.0 0.0 0.223 TL 19.75 PV Pipe: 18 -30.3 1.682 PL 10.46 PF 0.3 15 317.0 11.2 7.3 30.3 4.4 120 FTG ---- PE 0.8 16 315.2 11.2 8.4 32.4 0.028 TL 10.46 PV Pipe: 19 -62.7 1.682 PL, 10.46 PF 1.1 16 315.2 11.2 8.4 32.4 9.1 120 FTG ---- PE 0.7 17 313.5 11.2 10.2 35.8 0.108 TL 10.46 PV Pipe: 20 98.5 2.157 PL 10.46 PF 0.8 17 313.5 11.2 10.2 35.8 8.7 4.20 FTG ---- PE 0.8 18 311.7 11.2 11.8 38.5 0. 74 TL 10.46 PV Pipe: 21 -137.0 2.157 PL 10.58 PF 1.4 18 311.7 11.2 11.8 38.5 12.0 120 FTG ---- PE 0.6 19 310.2 11.2 13.9 41.8 0.137 TL 10.58 PV Pipe: 22 19 310.2 11.2 E 306.1 0.0 -178.8 2.157 PL 4.75 PF 4.4 13.9 41.8 15.7 120 FTG TL PE 1.8 20.1 0.0 0.224 TL 19.75 PV Pipe: 23 -30.3 1.682 PL 10.46 PF 0.3 20 317.0 11.2 7.3 30.3 4.4 120 FTG ---- PE 0.8 21 315.2 11.2 8.4 32.5 0.028 TL 10.46 PV Pipe: 24 -62.9 1.682 PL 10.50 PF 1.1 21 315.2 11.2 8.4 32.5 9.1 120 FTG ---- PE 0.7 22 313.5 11.2 10.3 35.9 0.109 TL 10.50 PV Pipe: 25 -92.8 2.157 PL 10.46 PF 0.8 22 313.5 11.2 10.3 35.9 8.7 120 FTG ---- PE 0.8 23 311.7 11.2 11.9 38.6 0,-075 TL 10.46 PV Pipe: 26 -137.4 2 23 311.7 11.2 11.9 38.6 12.1 24 310.2 ::11.2 14.0 41.9 0. 157 PL 10.58 PF 1.5 120 FTG ---- PE 0.6 137 TL 10.58 PV • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) PIPE TAG END ELEV. NODES (FT) Pipe: 27 24 310.2 F 306.1 NOZ. (K) 4(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 179.2 2.157 PL 4.75 11.2 14.0 41.9 15.7 120 FTG TL 0.0 20.2 0.0 0.225 TL 19.75 Pipe: 28 25 317.0 11.2 26 315.2 11.2 Pipe: 29 26 315.2 11.2 27 313.5 11.2 Pipe: 30 27 313.5 11.2 28 311.7 11.2 Pipe: 31 28 311.7 11.2 29 310.2 11.2 Pipe: 32 29 310.2 11.2 G 306.1 0.0 Pipe: 33 30 313.5 31 311.7 PRESS. SUM. (PSI) PF 4.4 PE 1.8 PV - 30.5 1.682 PL 10.46 PF 0.3 7.4 30.5 4.4 120 FTG ---- PE 0.8 8.5 32.7 0.028 TL 10.46 PV -63.2 1.682 PL 10.50 PF 1.2 8.5 32.7 9.1 120 FTG ---- PE 0.7 10.4 36.1 0.110 TL 10.50 PV -99.2 2.157 PL 10.46 PF 0.8 10.4 36.1 8.7 120 FTG ---- PE 0.8 12.0 38.7 0.075 TL 10.46 PV - 138.0 2.157 PL 10.58 PF 1.5 12.0 38.7 12.1 120 FTG ---- PE 0.6 14.1 42.0 0.138 TL 10.58 PV - 180.0 2.157 PL 4.75 PF 4.5 14.1 42.0 15.8 120 FTG TL PE 1.8 20.3 0.0 0.226 TL 19.75 PV -32.8 1.380 PL 10.50 PF 0.9 11.2 8.6 32.8 7.0 120 FTG ---- PE 0.8 11.2 10.2 35.8 0.085 TL 10.50 PV Pipe: 34 31 311.7 11.2 32 310.2 11.2 Pipe: 35 32 310.2 11.2 H 306.1 0.0 -68.6 1.610 PL 10.58 PF 1.7 10.2 35.8 10.8 120 FTG ---- PE 0.6 12.6 39.7 0.158 TL 10.58 PV - 108.3 1.610 PL 4.75 PF 6.2 12.6 39.7 17.1 120 FTG ET PE 1.8 20.5 0.0 0.368 TL 16.75 PV Pipe: 37 34 311.7 11.2 13.7 35 310.2 11.2 15.0 Pipe: 38 35 310.2 11.2 15.0 I 306.1 0.0 20.7 Pipe: 45 39A 327.0 11.2 10.0 39 324.0 0.0 12.4 • 39 40 Pipe: 46 324.0 322.7 0.0 12.4 0.0 13.0 -41.4 1.610 PL 10.58 PF 0.7 41.4 6.5 120 FTG ---- PE 0.6 43.4 0.062 TL 10.58 PV - 84.8 1.610 PL 4.75 PF 3.9 43.4 13.4 120 FTG ET PE 1.8 0.0 0.234 TL 16.75 PV - 35.3 1.610 PL 9.00 PF 1.2 35.3 5.6 120 FTG 2T PE 1.3 0.0 0.046 TL 25.00 PV - 35.3 2.635 PL 0.0 2.1 120 FTG 0.0 0.004 TL 7.83 PF 0.0 ---- PE 0.6 7.83 PV DATE: 2/28/2011 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) PIPE TAG END ELEV. NODES (FT) Pipe: 47 40A 325.7 40 322.7 Pipe: 48 40 322.7 41 321.5 Pipe: 49 41A 324.5 41 321.5 NOZ. (K) Q(GPM) DIA(IN) LENGTH PT DISC. VEL(FPS) HWCC) (FT) (PSI) (GPM) FL/FT - 36.3 1.610 PL 11.2 10.5 36.3 5.7 120 FTG 0.0 13.0 0.0 0.049 TL 9.00 2T 25.00 - 71.7 2.635 PL 7.83 0.0 13.0 0.0 4.2 120 FTG ---- 0.0 13.7 0.0 0.016 TL 7.83 11.2 11.1 0.0 13.7 Pipe: 50 41 321.5 0.0 42 320.2 0.0 Pipe: 51 42A 323.2 11.2 42 320.2 0.0 Pipe: 52 42 320.2 44 318.2 Pipe: 53 43 321.8 44 318.2 - 37.3 1.610 PL 37.3 5.9 120 FTG 0.0 0.051 TL -108.9 2.635 PL 13.7 0.0 6.4 120 FTG 14.5 0.0 0.034 TL 9.00 2T 25.00 PRESS. SUM. (PSI) PF 1.2 PE 1.3 PV PF 0.1. PE 0.5 PV PF 1.3 PE 1.3 PV 7.88 PF 0.3 ---- PE 0.6 7.88 PV -38.5 1.610 PL 9.00 11.8 38.5 6.1 120 FTG 2T 14.5 0.0 0.054 TL 25.00 0.0 14.5 0.0 16.2 PF 1.4 PE 1.3 PV - 147.5 2.635 PL 7.46 PF 0.8 0.0 8.7 120 FTG L PE 0.9 0.0 0.059 TL 13.46 PV -39.9 1.610 PL 8.17 PF 1.9 11.2 12.7 39.9 6.3 120 FTG 2E2T PE 1.6 0.0 16.2 0.0 0.058 TL 32.17 PV Pipe: 54 44 318.2 0.0 16.2 K 317.0 0.0 18.3 Pipe: 55 45 323.8 11.2 46 322.0 11.2 Pipe: 56 46 322.0 11.2 47 320.3 11.2 - 187.4 2.J635 PL 1.17 0.0 11.0 120 FTG T 0.0 0.092 TL 18.17 PF 1.7 PE 0.5 PV - 31.3 1.682 PL 10.46 PF 0.3 7.8 31.3 4.5 1120 FTG ---- PE 0.8 8.9 33.5 0.030 TL 10.46 PV - 64.8 1.682 PL 10.46 PF 1.2 8.9 33.5 9.4 120 FTG ---- PE 0.7 10.9 36.9 0.115 TL 10.46 PV Pipe: 57 47 320.3 11.2 10.9 49 318.2 0.0 15.9 Pipe: 58 48 318.2 11.2 10.8 49 318.2 0.0 15.9 Pipe: 59 49 318.2 0.0 L 317.0 0.0 -101.7 1.610 PL 8.62 PF 4.1 36.9 16.0 120 FTG E PE 0.9 0.0 0.327 TL 12.62 PV - 36.8 1.049 PL 3.83 36.8 13.6 120 FTG 2ET 0.0 0.401 TL 12.83 PF 5.1 PE 0.0 PV - 138.4 2.067 PL 1.17 PF 1.9 15.9 0.0 13.2 120 FTG T PE 0.5 18.3 0.0 0.171 TL 11.17 PV S e • DATE: 2/28/2011 JOB TITLE: ZONE PIPE TAG END ELEV. NODES (FT) Pipe: 60 50 323.8 51 322.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF 5 (RECEIVING FLOOR SE) NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 31.3 1.682 PL 10.46 11.2 7.8 31.3 4.5 120 FTG ---- 11.2 8.9 33.5 0.030 TL 10.46 Pipe: 61 51 322.0 11.2 8.9 52 320.3 11.2 10.9 Pipe: 62 52 320.3 11.2 54 318.2 0.0 PRESS. SUM. (PSI) PF 0.3 PE 0.8 PV - 64.8 1.682 PL 10.50 PF 1.2 33.5 9.4 120 FTG ---- PE 0.7 36.9 0.115 TL 10.50 PV - 101.7 1.610 PL 8.62 PF 4.1 10.9 36.9 16.0 120 FTG E PE 0.9 15.9 0.0 0.328 TL 12.62 PV Pipe: 63 53 318.2 11.2 10.8 54 318.2 0.0 15.9 Pipe: 64 54 318.2 M 317.0 - 36.8 1.049 PL 3.83 PF 5.2 36.8 13.7 120 FTG 2ET PE 0.0 0.0 0.402 TL 12.83 PV -138.5 2.067 PL 1.17 PF 1.9 0.0 15.9 0.0 13.2 120 FTG T PE 0.5 0.0 18.4 0.0 0.172 TL 11.17 PV Pipe: 65 55 323.8 11.2 56 322.0 11.2 Pipe: 66 56 322.0 57 320.3 - 31.4 1.682 PL 10.46 PF 0.3 7.9 31.4 4.5 120 FTG ---- PE 0.8 9.0 33.5 0.030 TL 10.46 PV -64.9 1.682 PL 10.50 PF 1.2 11.2 9.0 33.5 9.4 120 FTG ---- PE 0.7 11.2 10.9 37.0 0.115 TL 10.50 PV Pipe: 67 57 320.3 11.2 59 318.2 0.0 - 101.9 1.610 PL 8.62 PF 4.1 10.9 37.0 16.1 120 FTG E PE 0.9 16.0 0.0 0.328 TL 12.62 PV Pipe: 68 58 318.2 11.2 10.8 59 318.2 0.0 16.0 Pipe: 69 59 318.2 N 317.0 -36.8 1.049 PL 3.83 PF 5.2 36.8 13.7 120 FTG 2ET PE 0.0 0.0 0.403 TL 12.83 PV - 138.7 2.067 PL 1.17 PF 1.9 0.0 16.0 0.0 13.3 120 FTG T PE 0.5 0.0 18.4 0.0 0.172 TL 11.17 PV Pipe: 70 60 323.8 11.2 61 322.0 11.2 - 31.5 1.682 PL 10.46 PF 0.3 7.9 31.5 4.5 120 FTG ---- PE 0.8 9.0 33.6 0.030 TL 10.46 PV Pipe: 71 61 322.0 11.2 9.0 62 320.3 11.2 10.9 • 62 64 Pipe: 72 320.3 11.2 318.2 0.0 -65.1 1.682 PL 10.50 PF 1.2 33.6 9.4 120 FTG ---- PE 0.7 37.0 0.116 TL 10.50 PV -102.1 1.610 PL 8.62 PF 4.2 10.9 37.0 16.1 120 FTG E PE 0.9 16.0 0.0 0.330 TL 12.62 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 73 -36.9 1.049 PL 3.83 PF 5.2 63 318.2 11.2 10.9 36.9 13.7 120 FTG 2ET PE 0.0 64 318.2 0.0 16.0 0.0 0.404 TL 12.83 PV Pipe: 74 -139.0 2.067 PL 1.17 PF 1.9 64 318.2 0.0 16.0 0.0 13.3 120 FTG T PE 0.5 O 317.0 0.0 18.5 0.0 0.173 TL 11.17 PV Pipe: 80 -106.8 6.357 PL 5.00 PF 0.0 A 306.1 0.0 20.0 0.0 1.1 120 FTG ---- PE 0.0 B 306.1 0.0 20.0 0.0 0.000 TL 5.00 PV Pipe: 81 -213.7 6.357 PL 3.50 PF 0.0 B 306.1 0.0 20.0 0.0 2.2 120 FTG ---- PE 0.0 C 306.1 0.0 20.0 0.0 , 0.002 TL 3.50 PV Pipe: 82 -324.6 6.357 PL 2.25 PF 0.0 C 306.1 0.0 20.0 0.0 3.3 120 FTG ---- PE 0.0 D 306.1 0.0 20.0 0.0 0.003 TL 2.25 PV Pipe: 83 -503.1 6.357 PL 6.50 PF 0.1 D 306.1 0.0 20.0 0.0 5.1 120 FTG ---- PE 0.0 E 306.1 0.0 20.1 0.0 0.008 TL 6.50 PV. Pipe: 84 -681.9 6.357 PL 6.50 PF 0.1 E 306.1 0.0 20.1.. 0.0 6.9 120 FTG ---- PE 0.0 F 306.1 0.0 20.2 0.0 0.014 TL 6.50 PV Pipe: 85 -861.1 6.357 PL 6.50 PF 0.1 F 306.1 0.0 20.2 0.0 8.7 120 FTG ---- PE 0.0 G 306.1 0.0 20.3 0.0 0.021 TL 6.50 PV Pipe: 86 -1041.1 6.357 PL 5.75 PF 0.2 G 306.1 0.0 20.3 0.0 10.5 120 FTG ---- PE 0.0 H 306.1 0.0 20.5 0.0 0.030 TL 5.75 PV Pipe: 87 -1149.4 6.357 PL 5.00 PF 0.2 H 306.1 0.0 20.5 0.0 11.6 120 FTG ---- PE 0.0 I 306.1 0.0 20.7 0.0 0.036 TL 5.00 PV Pipe: 88 -1234.2 6.357 PL 3.50 PF 0.1 I 306.1 0.0 20.7 0.0 12.5 120 FTG ---- PE 0.0 J 306.1 0.0 20.8 0.0 0.,041 TL 3.50 PV Pipe: 89 -1234.2 6.357 PL 121.50 PF 5.5 J 306.1 0.0 20.8 0.0 12.5 120 FTG L PE 0.1 R 305.8 0.0 26.4 0.0 0.041 TL 132.50 PV Pipe: 90 -187.4 6.357 PL 2.25 PF 0.0 K 317.0 0.0 18.3 0.0 1.9 ;120 FTG ---- PE 0.0 L 317.0 0.0 18.3 0.0 0.001 TL 2.25 PV • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) PIPE TAG END ELEV. NODES (FT) Pipe: 91 L 317.0 M 317.0 Pipe: 92 M 317.0 N 317.0 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -325.8 6.357 PL 0.0 18.3 0.0 3.3 120 FTG 0.0 18.4 0.0 0.004 TL - 464.3 6.357 PL 0.0 18.4 0.0 4.7 120 FTG 0.0 18.4 0.0 0.007 TL Pipe: 93 N 317.0 0.0 O 317.0 0.0 Pipe: 94 O 317.0 P 317.0 Pipe: 95 P 317.0 Q 317.0 Pipe: 96 Q 317.0 R 305.8 R S1 Pipe: 96A 305.8 305.2 Pipe: 96B S2 305.2 S1 305.2 S2 RV RV TOR Pipe: 97 305.2 285.0 Pipe: 98 285.0 285.0 Pipe: 99 TOR 285.0 DPV1 277.6 Pipe: 100 DPV2 277.6 DPV1 277.6 Pipe: 101 DPV2 277.6 BOR 274.7 -603.1 6.357 PL 18.4 0.0 6.1 120 FTG 18.5 0.0 0.011 TL - 742.1 6.357 PL 0.0 18.5 0.0 7.5 120 FTG 0.0 18.6 0.0 0.016 TL - 742.1 6.357 PL 0.0 18.6 0.0 7.5 120 FTG 0.0 18.7 0.0 0.016 TL 0.0 18.7 0.0 26.4 PRESS. SUM. (PSI) 6.50 PF 0.0 - --- PE 0.0 6.50 PV 6.50 PF 0.0 - --- PE 0.0 6.50 PV 6.50 PF 0.1 - --- PE 0.0 6.50 PV 8.25 PF 0.1 - --- PE 0.0 8.25 PV 6.00 PF 0.1 ---- PE 0.0 6.00 PV - 742.1 6.357 PL 105.92 PF 2.8 0.0 7.5 120 FTG T3L PE 4.9 0.0 0.016 TL 176.92 PV -1976.3 6.357 PL 3.54 PF 1.4 0.0 26.4 0.0 20.0 120 FTG L PE 0.2 0.0 28.1 0.0 0.099 TL 14.54 PV FIXED PRESSURE LOSS DEVICE 0.0 33.1 0.0 5.0 psi, 1976.3 gpm 0.0 28.1 0.0. - 1976.3 6.357 PL 66.00 PF 10.9 0.0 33.1 0.0 20.0 120 FTG 4L PE 8.8 0.0 52.7 0.0 0.099 TL 110.00 PV -1976.3 8.249 PL 135.75 PF 5.0 0.0 52.7 0.0 11.9 120 FTG 3L PE 0.0 0.0 57.7 0.0 0.028 TL 180.75 PV - 1976.3 8.249 PL 0.0 57.7 0.0 11.9 120 FTG 0.0 61.1 0.0 0.028 TL 7.42 PF 0.2 - --- PE 3.2 7.42 PV FIXED PRESSURE LOSS DEVICE 0.0 65.1 0.0 4.0 psi, 1976.3 gpm 0.0 61.1 0.0 0.0 65.1 0.0 68.0 - 1976.3 8.249 PL 1.58 PF 1.6 0.0 11.9 120 FTG TB PE 1.3 0.0 0.028 TL 56.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 102 -1976.3 8.249 PL 10.42 PF 0.7 BOR 274.7 0.0 68.0 0.0 11.9 120 FTG L PE 2.9 UG1 268.0 0.0 71.6 0.0 0.028 TL 25.42 PV Pipe: 103 -1976.3 10.400 PL 93.00 PF 1.4 UG1 268.0 0.0 71.6 0.0 7.5 140 FTG 4LG PE -0.9 BP1 270.0 0.0 72.1 0.0 0.007 TL 205.00 PV Pipe: 104 FIXED PRESSURE LOSS DEVICE BP2 270.0 0.0 76.6 0.0 4.5 psi, 1976.3 gpm BP1 270.0 0.0 72.1 0.0 Pipe: 105 -1976.3 10.400 PL 83.00 PF 1.5 BP2 270.0 0.0 76.6 0.0 7.5 140 FTG T2LG PE 0.0, CITY 270.0 SRCE 78.1 (N/A) 0.007 TL 223.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8«1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760= (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a'maximum imbalance at any node of 0.119 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 20.0 ft/sec at pipe 96A. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPV1v NPTee, F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 DATE: 2/28/2011. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 14 T:\HABS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (DECEIVING FLOOR, SE) 1375.0 gpm r1 N 0 0 M O 0 N 0 O N 0 0 L) 0 O N ,--1 O — 0 O O O O O N V lo CO d, ,--I co UC) N C7 FC n 0 43 CL c4 41 U) co p c4 03 R. u) .,-1 -- O 0 O •a w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 15 DATE: 2/28/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 5.SDF JOB TITLE: ZONE 5 (RECEIVING FLOOR SE) • WATER SUPPLY CURVE 132+ 121*\\ I \\\ \\\ 1 * <-112.0 psi @ 1375 gpm 110+ Flow Test Point 99+ 0 P 88+ R I E I S I S 77+ X U I R 1 E I • 66+ ( I P I S I I 55+ ) I 1 44+ • 33+ SC 22+ LEGEND I X = Required Water Supply I 78.08 psi @ 2476.3 gpm 11+ I 0 = Available Water Supply 92.31 psi @ 2476.3 gpm 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 6 (RECEIVING FLOOR', NE) FILE NUMBER: ZONE6.SDF DATE: V= 16, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GP. I DENSITY: .45 gpm/sq. ft. AREA OF APPLICATION: 3,500 sq. ft. COVERAGE PER SPRINKLER: 104 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 54 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1956.1 gpm TOTAL WATER REQUIRED (including hose): 2456.0 gpm FLOW AND PRESSURE (@ BOR): 1,956.1 gpm @ 66.4 psi SPRINKLER ORIFICE SIZE: 1I -2K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC.' PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically t'ransfered from the calculation report • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) • WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 92.8 2456.0 80.3 Required pressure is 12.4 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2456.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1956.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 317.0 K=11.20 7.3 30.2 2 315.2 K=11.20 8.4 32.4 411 3 313.5 K=11.20 10.2 35.8 4 311.7 K=11.20 11.8 38.4 5 310.2 K=11.20 13.9 41.7 6 317.0 K=11.20 7.3 30.2 7 315.2 K=11.20 8.4 32.4 8 313.5 K=11.20 10.2 35.8 9 311.7 K=11.20 11.8 38.4 10 310.2 K=11.20 13.9 41.7 11 317.0 K=11.20 7.3 30.2 12 315.2 K=11.20 8.4 32.4 13 313.5 K=11.20 10.2 35.8 14 311.7 K=11.20 11.8 38.5 15 310.2 K=11.20 13.9 41.7 16 317.0 K=11.20 7.3 30.3 17 315.2 K=11.20 8.4 32.5 18 313.5 K=11.20 10.3 35.9 19 311.7 K=11.20 11.8 38.5 20 310.2 K=11.20 13.9 41.8 21 317.7 12.9 21A 320.7 K=11.20 10.6 36.5 22 316.3 - - - - 13.5 - - - 22A 319.3 K=11.20 11.0 37.1 23 315.0 14.2 23A 318.0 K=11.20 11.6 38.2 24 313.5 K=11.20 8.4 32.5 25 311.7 K=11.20 10.1 35.6 26 310.2 K=11.20 12.4 39.4 •27 313.5 K=11.20 8.5 32.6 28 311.7 K=11.20 10.2 35.7 29 310.2 K=11.20 12.5 39.6 31 315.2 K=11.20 11.0 37.1 DATE: 2/16/203.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF.. JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 32 313.5 ,K=11.20 12.1 39.0 33 311.7 K=11.20 13.4 41.0 34 310.2 K=11.20 15.1 43.6 37 323.8 K=11.20 8.1 32.0 38 322.0 K=11.20 9.3 34.1 39 320.3 K=11.20 11.2 37.5 40 318.2 K=11.20 11.1 37.4 41 318.2 16.4 42 323.8 K=11.20 8.1 32.0 43 322.0 K=11.20 9.3 34.1 44 320.3 K=11.20 11.2 37.5 45 318.2 K=11.20 11.1 37.4 46 318.2 - - - - 16.4 - - - 47 323.8 K=11.20 8.2 32.0 48 322.0 K=11.20 9.3 34.1 49 320.3 K=11.20 11.2 37.6 50 318.2 K=11.20 11.1 37.4 51 318.2 - - - - 16.5 52 323.8 K=11.20 8.2 32.0 53 322.0 K=11.20 9.3 34.1 54 320.3 K=11.20 11.3 37.6 55 318.2 K=11.20 11.2 37.4 56 318.2 16.5 57 324.0 13.5 57A 327.0 K=11.20 10.9 37.0 58 322.7 - - - - 14.1 58A 325.7 K=11.20 11.5 38.0 59 321.5 14.7 - - - 59A 324.5 K=11.20 12.1 38.9 60 320.2 - - - - 15.6 60A 323.2 K=11.20 12.8 40.1 61 321.8 K=11.20 10.1 35.6 A 306.1 20.0 B 306.1 20.0 C 306.1 20.1 D 306.1 20.1 E 306.1 20.2 F 306.1 - - 20.2 G 306.1 - - - - 20.4 H 306.1 - - 20.5 I 306.1 - - - - 20.8 J 317.0 - - - 18.9 K 317.0 - - 18.9 L 317.0 - - - - 18.9', M 317.0 - - - - 19.0 N 317.0 - - - - 19.0 N1 317.0 - - - - 19.1 O 317.0 - - - - 19.2 P 305.8 - - - - 26.4 TOR 303.7 - - - - 47.6 DPV1 281.1 - - 59.6- DPV2 281.1 - - 63.6 BOR 278.2 - - 66.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) • NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) UG2 276.2 67.8 BP1 270.0 74.4 BP2 270.0 78.9 CITY 270.0 SOURCE 80.3 1956.0 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.$DF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HWqC) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -30.2 1.682 PL 10.46 PF 0.3 1 317.0 11.2 7.3 30.2 4.4 120 FTG ---- PE 0.8 2 315.2 11.2 8.4 32.4 0.028 TL 10.46 PV Pipe: 2 -62.6 1.682 PL 10.46 PF 1.1 2 315.2 11.2 8.4 32.4 9.0 120 FTG ---- PE 0.7 3 313.5 11.2 10.2 35.8 0.108 TL 10.46 PV i Pipe: 3 -98.4 2.157 PL 10.42 PF 0.8 3 313.5 11.2 10.2 35.8 8.6 120 FTG ---- PE 0.8 4 311.7 11.2 11.8 38.4 0.074 TL 10.42 PV Pipe: 4 -136.8 2.157 PL 10.58 PF 1.4 4 311.7 11.2 11.8 38.4 12.0 120 FTG ---- PE 0.6 5 310.2 11.2 13.9 41.7 0.136 TL 10.58 PV Pipe: 5 -178.5 2.157 PL 4.75 PF 4.4 5 310.2 11.2 13.9 41.7 15.7 120 FTG TL PE 1.8 A 306.1 0.0 20.0 0.0 0.223 TL 19.75 PV Pipe: 6 -30.2 1.682 PL 10.46 PF 0.3 6 317.0 11.2 7.3 30.2 4.4 120 FTG ---- PE 0.8 7 315.2 11.2 8.4 32.4 0.028 TL 10.46 PV Pipe: 7 -62.6 1.682 PL 10.46 PF 1.1 7 315.2 11.2 8.4 32.4 9.0 120 FTG ---- PE 0.7 8 313.5 11.2 10.2 35.8 0.108 TL 10.46 PV Pipe: 8 -98.4 2.157 PL 10.46 PF 0.8 8 313.5 11.2 10.2 35.8 8.6 120 FTG ---- PE 0.8 9 311.7 11.2 11.8 38.4 0.074 TL 10.46 PV Pipe: 9 -136.8 2.157 PL 10.58 PF 1.4 9 311.7 11.2 11.8 38.4 12.0 120 FTG ---- PE 0.6 10 310.2 11.2 13.9 41.7 0.136 TL 10.58 PV Pipe: 10 -178.5 2457 PL 4.75 PF 4.4 10 310.2 11.2 13.9 41.7 15.7 ?120 FTG TL PE 1.8 B 306.1 0.0 20.0 0.0 0.223 TL 19.75 PV Pipe: 11 -30.2 1.682 PL 10.46 PF 0.3 11 317.0 11.2 7.3 30.2 4.4 120 FTG ---- PE 0.8 12 315.2 11.2 8.4 32.4 0.028 TL 10.46 PV Pipe: 12 -62.6 1,682 PL 10.46 PF 1.1 12 315.2 11.2 8.4 32.4 9.0 120 FTG ---- PE 0.7 13 313.5 11.2 10.2 35.8 0:108 TL 10.46 PV Pipe: 13 -98.5 2;157 PL 10.46 PF 0.8 13 313.5 11.2 10.2 35.8 8.6 120 FTG ---- PE 0.8 14 311.7 11.2 11.8 38.5 0.074 TL 10.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) PIPE TAG END ELEV. NODES (FT) Pipe: 14 14 311.7 15 310.2 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 136.9 2.157 PL 11.2 11.8 38.5 12.0 120 FTG 11.2 13.9 41.7 0.137 TL Pipe: 15 15 310.2 11.2 C 306.1 0.0 PRESS. SUM. (PSI) 10.58 PF 1.4 PE 0.6 10.58 PV -178.7 2.157 PL 4.75 PF 4.4 13.9 41.7 15.7 120 FTG TL PE 1.8 20.1 0.0 0.223 TL 19.75 PV Pipe: 16 16 317.0 11.2 7.3 17 315.2 11.2 8.4 Pipe: 17 17 315.2 11.2 18 313.5 11.2 Pipe: 18 18 313.5 11.2 19 311.7 11.2 Pipe: 19 19 311.7 11.2 20 310.2 11.2 Pipe: 20 20 310.2 D 306.1 - 30.3 1.682 PL 10.46 PF 0.3 30.3 4.4 120 FTG ---- PE 0.8 32.5 0.028 TL 10.46 PV -62.8 1.682 PL 10.46 PF 1.1 8.4 32.5 9.1 120 FTG ---- PE 0.7 10.3 35.9 0.108 TL 10.46 PV - 98.6 2.157 PL 10.46 PF 0.8 10.3 35.9 8.7 120 FTG ---- PE 0.8 11.8 38.5 0.074 TL 10.46 PV -137.2 2.157 PL 10.58 PF 1.4 11.8 38.5 12.0 120 FTG ---- PE 0.6 13.9 41.8 0.137 TL 10.58 PV - 179.0 2.157 PL 4.75 PF 4.4 11.2 13.9 41.8 15.7 120 FTG TL PE 1.8 0.0 20.1 0.0 0.224 TL 19.75 PV Pipe: 21 21A 320.7 11.2 21 317.7 0.0 Pipe: 22 21 317.7 22 316.3 -36.5 1.610 PL 9.00 PF 1.0 10.6 36.5 5.7 120 FTG ET PE 1.3 12.9 0.0 0.049 TL 21.00 PV - 36.5 2.635 PL 0.0 12.9 0.0 2.1 120 FTG 0.0 13.5 0.0 0.004 TL Pipe: 23 22A 319.3 11.2 22 316.3 0.0 Pipe: 24 22 316.3 23 315.0 7.88 PF 0.0 - --- PE 0.6 7.88 PV - 37.1 1.610 PL 9.00 PF 1.3 11.0 37.1 5.8 120 FTG 2T PE 1.3 13.5 0.0 0.051 TL 25.00 PV - 73.6 2.635 PL 0.0 13.5 0.0 4.3 120 FTG 0.0 14.2 0.0 0.016 TL Pipe: 25 23A 318.0 11.2 23 315.0 0.0 Pipe: 26 •23 315.0 E 306.1 7.88 PF 0.1 - --- PE 0.6 7.88 PV - 38.2 1.610 PL 9.00 PF 1.3 11.6 38.2 6.0 120 FTG 2T PE 1.3 14.2 0.0 0.053 TL 25.00 PV -111.7 2.635 PL 35.08 PF 2.1 0.0 14.2 0.0 6.6 120 FTG TL PE 3.9 0.0 20.2 0.0 0.035 TL 58.08 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HWtC) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FLAFT (PSI) Pipe: 27 -32.5 1.380 PL 10.50 PF 0.9 24 313.5 11.2 8.4 32.5 7.0 120 FTG ---- PE 0.8 25 311.7 11.2 10.1 35.6 0.084 TL 10.50 PV Pipe: 28 -68.1 1.610.PL 10.58 PF 1.6 25 311.7 11.2 10.1 35.6 10.7 120 FTG ---- PE 0.6 26 310.2 11.2 12.4 39.4 0.156 TL 10.58 PV Pipe: 29 -107.5 1.610 PL 4.75 PF 6.1 26 310.2 11.2 12.4 39.4 16.9 120 FTG ET PE 1.8 F 306.1 0.0 20.2 0.0 0.363 TL 16.75 PV Pipe: 30 -32.6 1.380 PL 10.50 PF 0.9 27 313.5 11.2 8.5 32.6 7.0 120 FTG ---- PE 0.8 28 311.7 11.2 10.2 35.7 0.Q85 TL 10.50 PV Pipe: 31 -68.3 1.610 PL 10.58 PF 1.7 28 311.7 11.2 10.2 35.7 10.8 120 FTG ---- PE 0.6 29 310.2 11.2 12.5 39.6 0.157 TL 10.58 PV Pipe: 32 -107.9 1.610 PL 4.75 PF 6.1 29 310.2 11.2 12.5 39.6 17.0 120 FTG ET PE 1.8 G 306.1 0.0 20.4 0.0 0.365 TL 16.75 PV Pipe: 34 -37.1 1.582 PL 10.46 PF 0.4 31 315.2 11.2 11.0 37.1 5.4 120 FTG ---- PE 0.7 32 313.5 11.2 12.1 39.0 0.041 TL 10.46 PV Pipe: 35 -76.1 2.157 PL 10.46 PF 0.5 32 313.5 11.2 12.1 39.0 6.7 120 FTG ---- PE 0.8 33 311.7 11.2 13.4 41.0 0.046 TL 10.46 PV Pipe: 36 -117.1 2.157 PL 10.58 PF 1.1 33 311.7 11.2 13.4 41.0 10.3 120 FTG ---- PE 0.6 34 310.2 11.2 15.1 43.6 0.102 TL 10.58 PV Pipe: 37 -160.7 2.157 PL 4.75 PF 3.6 34 310.2 11.2 15.1 43.6 14.1 120 FTG TL PE 1.8 H 306.1 0.0 20.5 0.0 0.':.184 TL 19.75 PV Pipe: 40 -32.0 1.682 PL 10.46 PF 0.3 37 323.8 11.2 8.1 32.0 4.6120 FTG ---- PE 0.8 38 322.0 11.2 9.3 34.1 0.031 TL 10.46 PV Pipe: 41 -66.0 1..682 PL 10.50 PF 1.2 38 322.0 11.2 9.3 34.1 9.5 120 FTG ---- PE 0.7 39 320.3 11.2 11.2 37.5 0?119 TL 10.50 PV Pipe: 42 -103.6 14610 PL 8.62 PF 4.3 39 320.3 11.2 11.2 37.5 16.3 120 FTG E PE 0.9 41 318.2 0.0 16.4 0.0 0;338 TL 12.62 PV DATE: 2/16/2011 JOB TITLE: ZONE PIPE TAG END ELEV. NODES (FT) Pipe: 43 40 318.2 41 318.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF 6 (RECEIVING FLOOR NE) NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -37.4 1.049 PL 3.83 11.2 11.1 37.4 13.9 120 FTG 2ET 0.0 16.4 0.0 0.414 TL 12.83 Pipe: 44 41 318.2 0.0 J 317.0 0.0 Pipe: 45 42 323.8 11.2 43 322.0 11.2 Pipe: 46 43 322.0 11.2 44 320.3 11.2 PRESS. SUM. (PSI) PF 5.3 PE 0.0 PV -140.9 2.067 PL 1.17 PF 2.0 16.4 0.0 13.5 120 FTG T PE 0.5 18.9 0.0 0.177 TL 11.17 PV -32.0 1.682 PL 10.46 PF 0.3 8.1 32.0 4.6 120 FTG ---- PE 0.8 9.3 34.1 0.031 TL 10.46 PV - 66.1 1.682 PL 10.46 PF 1.2 9.3 34.1 9.5 120 FTG ---- PE 0.7 11.2 37.5 0.119 TL 10.46 PV Pipe: 47 44 320.3 11.2 11.2 46 318.2 0.0 16.4 Pipe: 48 45 318.2 46 318.2 Pipe: 49 46 318.2 K 317.0 -103.6 1.610 PL 8.62 PF 4.3 37.5 16.3 120 FTG E PE 0.9 0.0 0.339 TL 12.62 PV - 37.4 1.049 PL 3.83 PF 5.3 11.2 11.1 37.4 13.9 120 FTG 2ET PE 0.0 0.0 16.4 0.0 0.414 TL 12.83 PV -141.0 2.067 PL 1.17 PF 2.0 0.0 16.4 0.0 13.5 120 FTG T PE 0.5 0.0 18.9 0.0 0.177 TL 11.17 PV Pipe: 50 47 323.8 11.2 48 322.0 11.2 Pipe: 51 48 322.0 11.2 49 320.3 11.2 Pipe: 52 49 320.3 11.2 51 318.2 0.0 - 32.0 1.682 PL 10.46 PF 0.3 8.2 32.0 4.6 120 FTG ---- PE 0.8 9.3 34.1 0.031 TL 10.46 PV -66.1 1.682 PL 10.46 PF 1.2 9.3 34.1 9.5 120 FTG ---- PE 0.7 11.2 37.6 0.119 TL 10.46 PV -103.6 1.610 PL 8.62 PF 4.3 11.2 37.6 16.3 120 FTG E PE 0.9 16.5 0.0 0.339 TL 12.62 PV Pipe: 53 50 318.2 11.2 11.1 51 318.2 0.0 16.5 Pipe: 54 51 318.2 L 317.0 •52 53 -37.4 1.049 PL 3.83 PF 5.3 37.4 13.9 120 FTG 2ET PE 0.0 0.0 0.414 TL 12.83 PV -141.0 2.067 PL 1.17 PF 2.0 0.0 16.5 0.0 13.5 120 FTG T PE 0.5 0.0 18.9 0.0 0.177 TL 11.17 PV Pipe: 55 323.8 11.2 322.0 11.2 -32.0 1.682 PL 10.46 PF 0.3 8.2 32.0 4.6 120 FTG ---- PE 0.8 9.3 34.1 0.031 TL 10.46 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) PIPE TAG END ELEV. NODES (FT) Pipe: 56 53 322.0 54 320.3 NOZ. (K) Q (GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW (C) (FT) FL/FT -66.2 1.682 PL 11.2 9.3 34.1 9.6 120 FTG 11.2 11.3 37.6 0.119 TL Pipe: 57 54 320.3 11.2 11.3 56 318.2 0.0 16.5 Pipe: 58 55 318.2 11.2 56 318.2 0.0 Pipe: 59 56 318.2 M 317.0 10.46 10.46 PRESS. SUM. (PSI) PF 1.2 PE 0.7 PV - 103.8 1.610 PL 8.62 PF 4.3 37.6 16.4 120 FTG E PE 0.9 0.0 0.340 TL 12.62 PV -37.4 1.049 11.2 37.4 13.9 120 16.5 0.0 0.415 - 141.2 2.067 0.0 16.5 0.0 13.5 120 0.0 19.0 0.0 0.178 Pipe: 60 57A 327.0 11.2 57 324.0 0.0 Pipe: 61 57 324.0 58 322.7 - 37.0 1.610 10.9 37.0 5.8 120 13.5 0.0 0.050 - 37.0 2.635 0.0 13.5 0.0 2.2 120 0.0 14.1 0.0 0.b05 Pipe: 62 58A 325.7 11.2 58 322.7 0.0 Pipe: 63 58 322.7 59 321.5 PL FTG TL PL FTG TL PL FTG TL PL FTG. TL 3.83 2ET 12.83 9.00 2T 25.00 PF 5.3 PE 0.0 PV PF 2.0 PE 0.5 PV PF 1.3 PE 1.3 PV 7.83 PF 0.0 ---- PE 0.6 7.83 PV - 38.0 1.610 PL 9.00 PF 1.3 11.5 38.0 6.0 120 FTG 2T PE 1.3 14.1 0.0 0.053 TL 25.00 PV -75.0 2.635 PL 7.88 PF 0.1 0.0 14.1 0.0 4.4 120 FTG ---- PE 0.5 0.0 14.7 0.0 0.017 TL 7.88 PV - 38.9 1.610 PL 9.00 PF 1.4 12.1 38.9 6.1 120 FTG 2T PE 1.3 14.7 0.0 0.055 TL 25.00 PV Pipe: 64 59A 324.5 11.2 59 321.5 0.0 Pipe: 65 59 321.5 0.0 60 320.2 0.0 Pipe: 66 60A 323.2 11.2 60 320.2 0.0 Pipe: 67 60 320.2 N 317.0 -113.9 2.635 PL 14.7 0.0 6.7 120 :FTG 15.6 0.0 0.037 TL - 40.1 1.610 PL 12.8 40.1 6.3 120 FTG 15.6 0.0 0.059 TL -154.0 2.635 PL 0.0 15.6 0.0 9.1 120 FTG 0.0 19.0 0.0 0.064 TL Pipe: 68 61 321.8 11.2 N1 317.0 0.0 7.88 PF 0.3 ---- PE 0.6 7.88 PV 9.00 2T 25.00 8.58 TL 31.58 PF 1.5 PE 1.3 PV PF 2.0 PE 1.4 PV -35.6 1.049 PL 7.33 PF 6.9 10.1 35.6 13.2 120 FTG 3ET PE 2.1 19.1 0.0 0.377 TL 18.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) 411 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 74 -178.5 6.357 PL 6.50 PF 0.0 A 306.1 0.0 20.0 0.0 1.8 120 FTG ---- PE 0.0 B 306.1 0.0 20.0 0.0 0.001 TL 6.50 PV Pipe: 75 -357.0 6.357 PL 6.50 PF 0.0 B 306.1 0.0 20.0 0.0 3.6 120 FTG ---- PE 0.0 C 306.1 0.0 20.1 0.0 0.004 TL 6.50 PV Pipe: 76 -535.7 6.357 PL 6.50 PF 0.1 C 306.1 0.0 20.1 0.0 5.4 120 FTG ---- PE Q.0 D 306.1 0.0 20.1 0.0 0.009 TL 6.50 PV Pipe: 77 -714.6 6.357 PL 2.25 PF 0.0 D 306.1 0.0 20.1 0.0 7.2 120 FTG ---- PE 0.0 E 306.1 0.0 20.2 0.0 0.015 TL 2.25 PV Pipe: 78 -826.3 6.357 PL 3.50 PF 0.1 E 306.1 0.0 20.2 0.0 8.4 120 FTG ---- PE 0.0 F 306.1 0.0 20.2 0.0 0.020 TL 3.50 PV Pipe: 79 -933.8 6.357 PL 5.00 PF 0.1 F 306.1 0.0 20.2 0.0 9.4 120 FTG ---- PE 0.0 G 306.1 0.0 20.4 0.0 0.025 TL 5.00 PV Pipe: 80 -1041.7 6.357 PL 5.75 PF 0.2 G 306.1 0.0 20.4 0.0 10.5 120 FTG ---- PE 0.0 H 306.1 0.0 20.5 0.0 0.030 TL 5.75 PV Pipe: 81 -1202.4 6.357 PL 6.50 PF 0.3 H 306.1 0.0 20.5 0.0 12.2 120 FTG ---- PE 0.0 I 306.1 0.0 20.8 0.0 0.039 TL 6.50 PV Pipe: 82 -1202.4 6.357 PL 129.25 PF 5.5 I 306.1 0.0 20.8 0.0 12.2 120 FTG L PE 0.1 P 305.8 0.0 26.4 0.0 0.039 TL 140.25 PV, Pipe: 84 -140.9 6.357 PL 6.50 PF 0.0 J 317.0 0.0 18.9 0.0 1.4 120 FTG ---- PE 0.0 K 317.0 0.0 18.9 0.0 0.001 TL 6.50 PV Pipe: 85 -281.9 6.357 PL 6.50 PF 0.0 K 317.0 0.0 18.9 0.0 2.8 120 FTG ---- PE 0.0 L 317.0 0.0 18.9 0.0 0.003 TL 6.50 PV Pipe: 86 -422.9 6.357 PL 6.50 PF 0.0 L 317.0 0.0 18.9 0.0 4.3 120 FTG ---- PE 0.0 M 317.0 0.0 19.0 0.0 0.006 TL 6.50 PV •Pipe: 87 -564.1 6.357 PL 2.25 PF 0.0 M 317.0 0.0 19.0 0.0 5.7 120 FTG PE 0.0 N 317.0 0.0 19.0 0.0 0.010 TL 2.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) PIPE TAG END ELEV. NODES (FT) N N1 N1 0 O P P TOR Pipe: 88 317.0 317.0 NOZ. (K) Q (GPM) PT DISC. VEL(FPS) (PSI) (GPM) 0.0 19.0 0.0 19.1 Pipe: 89 317.0 0.0 19.1 317.0 0.0 19.2 Pipe: 90 317.0 0.0 19.2 305.8 0.0 26.4 Pipe: 91 305.8 0.0 26.4 303.7 0.0 47.6 Pipe: 92 TOR 303.7 DPV1 281.1 DIPJ (IN) LENGTH HW(C) (FT) FL/FT - 718.1 6.357 PL 0.0 7.3 120 FTG 0.0 0.015 TL - 753.7 6.357 PL 0.0 7.6 120 FTG 0.0 0.017 TL 6.00 6.00 PRESS. SUM. (PSI) PF 0.1 PE 0.0 PV 8.25 PF 0.1 ---- PE 0.0 8.25 PV -753.7 6.357 PL 92.00 0.0 7.6 120 FTG TL 0.0 0.Q17 TL 141.00 -1956.1 6.357 PL 165.08 0.0 19.8 120 FTG 4L 0.0 0.097 TL 209.08 -1956.1 0.0 47.6 0.0 19.8 0.0 59.6 0.0 Pipe: 93 DPV2 281.1 0.0 63.6 DPV1 281.1 0.0 59.6 Pipe: 94 DPV2 281.1 BOR 278.2 PF 2.3 PE 4.9 PV PF 20.2 PE 0.9. PV 6.357 PL 22.62 PF 2.2 20 FTG ---- PE 9.8 O. 97 TL 22.62 PV FIXED PRESSURE LOSS DEVICE 0..0 4.0 phi, 1956.1 gpm 0.0 -1956.1 8.249 PL 1.58 PF 1.5 0.0 63.6 0.0 11.7 l20 FTG TB PE 1.3 0.0 66.4 0.0 0.027 TL 56.58 PV Pipe: 95 BOR 278.2 0.0 66.4 UG2 276.2 0.0 67.8 Pipe: 96 UG2 276.2 0.0 BP1 270.0 0.0 BP2 BP1 BP2 CITY Pipe: 97 270.0 0.0 270.0 0.0 -1956.1 0.0 11.7 0.0 8.249 PL 6.42 PF 0.6 120 FTG L PE 0.8 0.027 TL 21.42 PV -1956.1 10.400 PL 344.00 67.8 0.0 7.4 140 FTG T6LG 74.4 0.0 0.007 TL 588.00 PF 3.9 PE 2.7 PV FIXED PRESSURE LOSS DEVICE 78.9 0.0 4.5 psi, 1956.1 gpm 74.4 0.0 Pipe: 98 -1956.0 10.400 PL 83.00 PF 1.5 270.0 0.0 78.9 0.0 7.4 140 FTG T2LG PE 0.0 270.0 SRCE 80.3. (N/A) 0.007 TL 223.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems,. Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.120 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.8 ft/sec at pipe 91. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F Forty5 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 1.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.682 5.00 10.00 3.00 11.00 8.00 1.00 12.00 12.00 10.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatV1v NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 • DATE: 2/16/2011 JOB TITLE: ZONE 1375.0 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF (RECEIVING FLOOR NE) 0 W U) i�. 0 •O N r -I ri ' CS to N C4 .'i ti) C1 O H 0 N• 1-1 y4 U a -d +' J toU) H 0. a D tT 01 3i H N 0 0 U U N • W • tO a) LI) ate• --i g 2 N ) N N Waw N ar CO 0 a W � -W U (1) aro • p'N ao m Ikn•.ic O ?� •.1r acncoto as • tr • • N d 0 4 01 c4 co KC co rI N O O 0 M 0 r -- (NI 0 0 N O O O 0 r4 O 0 N ri O — 01 O _ '0 0 0 0 0 0 0 N V' 1.0 CO C r I at) U) N 1-1 C.7 4 0 r.4 04 c4 w cn u) t=4 Owl - a u) -r1 — O O 0 • • • SPRINKLER SYSTEM HYDA.AULIC ANALYSIS Page 14 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 6.SDF JOB TITLE: ZONE 6 (RECEIVING FLOOR NE) • WATER SUPPLY CURVE • • P 88+ R I E I S I S 77+ U I R I E I 66+ ( I P I S I 55+ 44+ 33+ * <-112.0 psi @ 1375 gpm Flow Test Point __ 22+ LEGEND X X = Required Water Supply 80.34 psi @ 2456.0 gpm 0 = Available Water Supply 92.75 psi @ 2456.0 gpm 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRELPROTECTION,. INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 7 (RECEIVING AREA NW) FILE NUMBER: ZONE7.SDF DATE: TSB 16, 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GP. I DENSITY: .45 gpm/sq. ft. AREA OF APPLICATION: 3,500 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 41 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1963.5 gpm TOTAL WATER REQUIRED (including hose): 2463.5 gpm FLOW AND PRESSURE (@ BOR): 1,963.5 gpm @ 64.0 psi SPRINKLER ORIFICE SIZE: 112K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM, (LICENSE # 38081321 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) • WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 92.6 2463.5 78.7 Required pressure is 13.8 psi (15%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2463.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1963.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 323.7 K=11.20 12.2 39.1 2 321.3 K=11.20 13.3 40.8 •3 319.2 K=11.20 14.6 42.8 4 317.0 K=11.20 16.1 45.0 5 314.8 K=11.20 18.1 47.6 6 312.5 K=11.20 20.7 50.9 7 323.7 K=11.20 12.3 39.3 8 321.3 K=11.20 13.4 41.0 9 319.2 K=11.20 14.6 42.8 10 317.0 K=11.20 16.1 44.9 11 314.8 K=11.20 18.1 47.6 12 312.5 K=11.20 20.7 50.9 13 323.9 14.4 13A 326.9 K=11.20 12.6 39.7 14 322.5 15.0 14A 325.5 K=11.20 13.2 40.7 15 321.0 - - - - 15.7 15A 324.0 K=11.20 12.9 40.3 16 319.5 - - - - 16.5 16A 322.5 K=11.20 13.6 41.4 17 318.0 - - - - 17.4 17A 321.0 K=11.20 14.4 42.5 18 316.6 - - - - 18.3 18A 319.6 K=11.20 15.3 43.8 19 315.1 - - - - 19.5 19A 318.1 K=11.20 15.1 43.6 20 313.7 - - - - 20.7 20A 316.7 K=11.20 16.2 45.1 21 312.2 22.2 • 21A 315.2 K=11.20 17.5 46.8 22 323.7 K=11.20 12.6 39.7 23 321.3 K=11.20 13.6 41.4 24 319.2 K=11.20 14.8 43.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 25 317.0 K=11.20 16.3 45.3 26 314.8 K=11.20 18.3 48.0 27 312.5 K=11.20 20.9 51.3 28 323.7 K=11.20 12.6 39.8 29 321.3 K=11.20 13.7 41.4 30 319.2 K=11.20 15.0 43.4 31 317.0 K=11.20 16.5 45.5 32 314.8 K=11.20 18.5 48.2 33 312.5 K=11.20 21.2 51.5 37 317.0 K=11.20 22.3 52.9 38 314.8 K=11.20 23.4 54.1 39 312.5 K=11.20 24.8 55.8 46 310.3 K=11.20 39.6 70.4 51 310.3 K=11.20 39.6 70.4 56 310.7 39.8 ? - - 56A 313.7 K=11.20 32.3 63.7 57 309.2 40.7 65 310.3 K=11.20 39.6 '' 70.5 70 310.3 K=11.20 39.6 70.5 A 310.0 27.0 B 310.0 27.0 C 310.0 27.0 D 310.0 27.4 E 310.0 27.6 F 310.0 28.0 G 310.0 - 28.4 H 304.9 - - - - 39.9 I 300.2 46.5 J 300.2 46.5 K 300.2 46.5 L 300.2 46.5 M 300.2 46.5 N 300.2 46.5 O 300.2 - - 46.5 P 300.2 - 46.6 Q 300.2 - - 46.6 R 300.0 47.1 TOR 301.8 46.2 DPV1 281.1 57.1 DPV2 281.1 61.1 BOR 278.2 - - - - 64.0 UG2 276.2 - - 66.1 BP1 270.0 - - 72.8 BP2 270.0 - - - - 77.3 CITY 270.0 SOURCE 78.7 1963.5 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) 411 PIPE DATA PIPE TAG END ELEV. NODES (FT) Pipe: 1 1 323.7 2 321.3 NOZ. PT DISC. (K) (PSI) (GPM) Q(GPM) DIA(IN) LENGTH VEL(FPS) HW(C) (FT) FL/FT - 39.1 2.635 PL 11.2 12.2 39.1 2.3 120 FTG 11.2 13.3 40.8 0.005 TL Pipe: 2 2 321.3 11.2 3 319.2 11.2 Pipe: 3 3 319.2 11.2 4 317.0 11.2 Pipe: 4 4 317.0 11.2 5 314.8 11.2 5 6 6 A Pipe: 5 314.8 11.2 312.5 11.2 Pipe: 6 312.5 11.2 310.0 0.0 13.42 13.42 PRESS. SUM. (PSI) PF 0.1 PE 1.0 PV -80.0 2.635 PL 13.67 PF 0.4 13.3 40.8 4.7 120 FTG L PE 0.9 14.6 42.8 0.019 TL 19.67 PV -122.8 2.635 PL 13.42 PF 0.6 14.6 42.8 7.2 120 FTG ---- PE 0.9 16.1 45.0 0.042 TL 13.42 PV -167.7 2.635 PL 13.42 PF 1.0 16.1 45.0 9.9 120 FTG ---- PE 1.0 18.1 47.6 0.075 TL 13.42 PV - 215.4 2.635 PL 13.42 PF 1.6 18.1 47.6 12.7 120 FTG ---- PE 1.0 20.7 50.9 0.119 TL 13.42 PV -266.3 2.635 PL 6.75 PF 5.2 20.7 50.9 15.7 120 FTG TL PE 1.1 27.0 0.0 0.176 TL 29.75 PV Pipe: 7 -39.3 7 323.7 11.2 12.3 39.3 2.3 8 321.3 11.2 13.4 41.0 Pipe: 8 8 321.3 11.2 9 319.2 11.2 Pipe: 9 9 319.2 11.2 10 317.0 11.2 Pipe: 10 10 317.0 11.2 11 314.8 11.2 Pipe: 11 11 314.8 11.2 12 312.5 11.2 Pipe: 12 12 312.5 11.2 B 310.0 0.0 Pipe: 13 13A 326.9 13 323.9 2.635 PL 13.42 PF 0.1 120 FTG ---- PE 1.0 0.005 TL 13.42 PV - 80.3 2.635 PL 13.42 PF 0.3 13.4 41.0 4.7 120 FTG ---- PE 0.9 14.6 42.8 0.019 TL 13.42 PV - 123.1 2.635 PL 13.42 PF 0.6 14.6 42.8 7.2 120 FTG ---- PE 0.9 16.1 44.9 0.042 TL 13.42 PV - 168.1 2.635 PL 13.42 PF 1.0 16.1 44.9 9.9 120 FTG ---- PE 1.0 18.1 47.6 0.075 TL 13.42 PV -215.7 2.635 PL 13.42 PF 1.6 18.1 47.6 12.7 120 FTG ---- PE 1.0 20.7 50.9 0.119 TL 13.42 PV - 266.6 2.635 PL 6.75 PF 5.3 20.7 50.9 15.7 120 FTG TL PE 1.1 27.0 0.0 0.177 TL 29.75 PV -39.7 2.067 PL 9.00 PF 0.5 11.2 12.6 39.7 3.8 120 FTG 2T PE 1.3 0.0 14.4 0.0 0.017 TL 29.00 PV SPRINKLER SYSTEM HYDRAULIC ;ANALYSIS Page 5 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) PIPE TAG END ELEV. NODES (FT) Pipe: 14 13 323.9 14 322.5 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW 1C) (FT) FLFT - 39.7 3.260 PL 8.96 0.0 14.4 0.0 1.5 120 FTG ---- 0.0 15.0 0.0 0.002 TL 8.96 Pipe: 15 14A 325.5 11.2 14 322.5 0.0 - 40.7 2.067 PL 9.00 13.2 40.7 3.9 120 FTG 2T 15.0 0.0 0.418 TL 29.00 Pipe: 16 14 322.5 0.0 15.0 15 321.0 0.0 15.7 Pipe: 17 15A 324.0 11.2 15 321.0 0.0 Pipe: 18 15 321.0 16 319.5 PRESS. SUM. (PSI) PF 0.0 PE 0.6 PV PF 0.5 PE 1.3 PV -80.4 3.260 PL 8.96 PF 0.1 0.0 3.1 120 FTG ---- PE 0.6 0.0 0.007 TL 8.96 PV - 40.3 1.6110 PL 9.00 12.9 40.3 6.3 120 FTG 2T 15.7 0.0 0.059 TL 25.00 - 120.6 3.260 PL 0.0 15.7 0.0 4.6 120 FTG 0.0 16.5 0.0 0.014 TL Pipe: 19 16A 322.5 11.2 16 319.5 0.0 Pipe: 20 16 319.5 17 318.0 PF 1.5 PE 1.3 PV 8.96 PF 0.1 - --- PE 0.6 8.96 PV -41.4 1.610 PL 9.00 13.6 41.4 6.5 120 FTG 2T 16.5 0.0 0.062 TL 25.00 - 162.0 3.260 PL 0.0 16.5 0.0 6.2 120 FTG 0.0 17.4 0.0 0.025 TL Pipe: 21 17A 321.0 11.2 17 318.0 0.0 Pipe: 22 17 318.0 18 316.6 PF 1.5 PE 1.3 PV 8.96 PF 0.2 - --- PE 0.6 8.96 PV -42.5 1.610 PL 9.00 PF 1.6 14.4 42.5 6.7 120 FTG 2T PE 17.4 0.0 0.065 TL 25.00 PV -204.5 3.260 PL 0.0 17.4 0.0 7.9 120 FTG 0.0 18.3 0.0 0.038 TL Pipe: 23 18A 319.6 11.2 18 316.6 0.0 Pipe: 24 18 316.6 19 315.1, 1.3 8.96 PF 0.3 - --- PE 0.6 8.96 PV ! -43.8 1.1610 PL 9.00 PF 1.7 15.3 43.8 6.9 120 FTG 2T PE 1.3 18.3 0.0 0.069 TL 25.00 PV -248.3 3.260 PL 8.96 PF 0.5 0.0 18.3 0.0 9.5 120 FTG ---- PE 0.6 0.0 19.5 0.0 0.1055 TL 8.96 PV Pipe: 25 19A 318.1 11.2 19 315.1 0.0 Pipe: 26 19 315.1 20 313.7 -43.6 1.380 PL 9.00 15.1 43.6 9.3 120 FTG 2T 19.5 0.0 0:!144 TL 21.00 -291.9 3.260 PL 0.0 19.5 0.0 11.2 '120 FTG 0.0 20.7 0.0 0.074 TL PF 3.0 PE 1.3 PV 8.96 PF 0.7 ---- PE 0.6 8.96 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) PIPE TAG END ELEV. NODES (FT) Pipe: 27 20A 316.7 20 313.7 Pipe: 28 20 313.7 21 312.2 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 45.1 1.380 PL 9.00 11.2 16.2 45.1 9.7 120 FTG 2T 0.0 20.7 0.0 0.154 TL 21.00 0.0 20.7 0.0 22.2 Pipe: 29 21A 315.2 11.2 21 312.2 0.0 Pipe: 30 21 312.2 C 310.0 PRESS. SUM. (PSI) PF 3.2 PE 1.3 PV -336.9 3.260 PL 8.96 PF 0.9 0.0 13.0 120 FTG ---- PE 0.6 0.0 0.097 TL 8.96 PV - 46.8 1.380 PL 9.00 PF 3.5 17.5 46.8 10.0 120 FTG 2T PE 1.3 22.2 0.0 0.165 TL 21.00 PV 0.0 22.2 0.0 27.0 Pipe: 31 22 323.7 11.2 12.6 23 321.3 11.2 13.6 Pipe: 32 23 321.3 24 319.2 Pipe: 33 24 319.2 25 317.0 - 383.8 3.260 PL 4.25 PF 3.8 0.0 14.8 120 FTG TL PE 0.9 0.0 0.123 TL 31.25 PV - 39.7 2.635 PL 13.42 PF 0.1 39.7 2.3 120 FTG ---- PE 1.0 41.4 0.005 TL 13.42 PV -81.0 2.635 PL 13.42 PF 0.3 11.2 13.6 41.4 4.8 120 FTG --- PE 0.9 11.2 14.8 43.1 0.020 TL 13.42 PV - 124.2 2.635 PL 13.42 PF 0.6 11.2 14.8 43.1 7.3 120 FTG ---- PE 0.9 11.2 16.3 45.3 0.043 TL 13.42 PV Pipe: 34 25 317.0 11.2 26 314.8 11.2 Pipe: 35 26 314.8 11.2 312.5 11.2 27 Pipe: 36 27 312.5 11.2 D 310.0 0.0 Pipe: 37 28 323.7 11.2 29 321.3 11.2 Pipe: 38 29 321.3 11.2 30 319.2 11.2 Pipe: 39 30 319.2 11.2 31 317.0 11.2 -169.5 2.635 PL 13.42 PF 1.0 16.3 45.3 10.0 120 FTG ---- PE 1.0 18.3 48.0 0.076 TL 13.42 PV -217.4 2.635 PL 13.42 PF 1.6 18.3 48.0 12.8 120 FTG ---- PE 1.0 20.9 51.3 0.121 TL 13.42 PV - 268.7 2.635 PL 6.75 PF 5.3 20.9 51.3 15.8 120 FTG TL PE 1.1 27.4 0.0 0.179 TL 29.75 PV - 39.8 2.635 PL 13.42 PF 0.1 12.6 39.8 2.3 120 FTG ---- PE 1.0 13.7 41.4 0.005 TL 13.42 PV -81.2 2.635 PL 13.67 PF 0.4 13.7 41.4 4.8 120 FTG L PE 0.9 15.0 43.4 0.020 TL 19.67 PV - 124.6 2.635 PL 13.42 PF 0.6 15.0 43.4 7.3 120 FTG ---- PE 0.9 16.5 45.5 0.043 TL 13.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) PIPE TAG END ELEV. NODES (FT) Pipe: 40 31 317.0 32 314.8 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT - 170.1 2.635 PL 11.2 16.5 45.5 10.0 120 FTG 11.2 18.5 48.2 0.077 TL Pipe: 41 32 314.8 11.2 33 312.5 11.2 Pipe: 42 33 312.5 11.2 E 310.0 0.0 Pipe: 43 37 317.0 11.2 38 314.8 11.2 Pipe: 44 38 314.8 11.2 39 312.5 11.2 Pipe: 45 39 312.5 11.2 F 310.0 0.0 Pipe: 46 A 310.0 B 310.0 - 218.4 2.635 PL 18.5 48.2 12.8 120 FTG 21.2 51.5 0.122 TL - 269.9 2.635 21.2 51.5 15.9 120 27.6 0.0 0.181 -52.9 2.635 22.3 52.9 3.1 120 23.4 54.1 0.009 - 107.0 2.635 23.4 54.1 6.3 120 24.8 55.8 0.033 PL FTG TL PL FTG TL PL FTG TL 13.42 13.42 13.42 13.42 6.75 TL 29.75 13.42 13.42 13.42 13.42 -162.8 2.635 PL 6.75 24.8 55.8 9.6 120 FTG, TL 28.0 0.0 0.071 TL 29.75 - 266.3 6.357 PL 0.0 27.0 0.0 2.7 120 FTG 0.0 27.0 0.0 0.002 TL Pipe: 47 B 310.0 0.0 C 310.0 0.0 Pipe: 48 C 310.0 D 310.0 Pipe: 49 D 310.0 E 310.0 Pipe: 50 E 310.0 F 310.0 - 532.9 6.357 PL 27.0 0.0 5.4 120 FTG 27.0 0.0 0.009 TL -916.6 6.357 PL 0.0 27.0 0.0 9.3 120 FTG 0.0 27.4 0.0 0.024 TL - 1185.3 6.357 PL 0.0 27.4 0.0 12.0 120 FTG 0.0 27.6 0.0 0.038 TL - 1455.2 6.357 PL 0.0 27.6 0.0 14.7 120 FTG 0.0 28.0 0.0 0.056 TL Pipe: 51 F 310.0 0.0 G 310.0 0.0 Pipe: 52 G 310.0 H 304.9 -1618.0 6.357 PL 28.0 0.0 16.4 !120 FTG, 28.4 0.0 0.068 TL PRESS. SUM. (PSI) PF 1.0 PE 1.0 PV PF 1.6 PE 1.0 PV PF 5.4 PE 1.1 PV PF 0.1 PE 1.0 PV PF 0.4 PE 1.0 PV PF 2.1 PE 1.1 PV 6.50 PF 0.0 - --- PE 0.0 6.50 PV 2.25 PF 0.0 - --- PE 0.0 2.25 PV 14.25 14.25 PF 0.3 PE 0.0 PV 6.50 PF 0.2 - --- PE 0.0 6.50 PV 6.50 PF 0.4 ---- PE 0.0 6.50 PV 6.50 PF 0.4 - --- PE 0.0 6.50 PV -1618.0 6.357 PL 87.25 PF 9.3 0.0 28.4 0.0 16.4 120 FTG TL PE 2.2 0.0 39.9 0.0 0...068 TL 136.25 PV • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) PIPE TAG END ELEV. NODES (FT) H TOR Pipe: 54 304.9 301.8 Pipe: 55 TOR 301.8 R 300.0 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT 1618.0 6.357 PL 50.58 0.0 39.9 0.0 16.4 120 FTG 2L 0.0 46.2 0.0 0.068 TL 72.58 PRESS. SUM. (PSI) PF 4.9 PE 1.3 PV -1618.0 6.357 PL 1.83 PF 0.1 0.0 46.2 0.0 16.4 120 FTG ---- PE 0.8 0.0 47.1 0.0 0.068 TL 1.83 PV Pipe: 56 46 310.3 11.2 I 300.2 0.0 Pipe: 57 51 310.3 11.2 J 300.2 0.0 Pipe: 58 56A 313.7 11.2 56 310.7 0.0 Pipe: 59 56 310.7 57 309.2 Pipe: 61 57 309.2 K 300.2 - 70.4 2.157 PL 49.25 PF 2.6 39.6 70.4 6.2 120 FTG TL PE 4.4 46.5 0.0 0.040 TL 64.25 PV - 70.4 2.157 PL 49.25 PF 2.6 39.6 70.4 6.2 120 FTG TL PE 4.4 46.5 0.0 0.040 TL 64.25 PV - 63.7 1.380 PL 9.00 PF 6.1 32.3 63.7 13.7 120 FTG 2T PE 1.3 39.8 0.0 0.292 TL 21.00 PV 0.0 39.8 0.0 40.7 - 63.7 2.157 PL 0.0 5.6 120 FTG 0.0 0.033 TL 8.96 PF 0.3 - --- PE 0.6 8.96 PV - 63.7 2.157 PL 42.54 PF 1.9 0.0 40.7 0.0 5.6 120 FTG TL PE 3.9 0.0 46.5 0.0 0.033 TL 57.54 PV Pipe: 62 65 310.3 11.2 N 300.2 0.0 Pipe: 63 70 310.3 11.2 O 300.2 0.0 Pipe: 65 I 300.2 0.0 J 300.2 0.0 Pipe: 66 J 300.2 K 300.2 Pipe: 67 K 300.2 L 300.2 Pipe: 68 L 300.2 M 300.2 - 70.5 2.157 PL 49.25 PF 2.6 39.6 70.5 6.2 120 FTG TL PE 4.4 46.5 0.0 0.040 TL 64.25 PV - 70.5 2.157 PL 49.25 PF 2.6 39.6 70.5 6.2 120 FTG TL PE 4.4 46.5 0.0 0.040 TL 64.25 PV - 70.4 6.357 PL 46.5 0.0 0.7 120 FTG 46.5 0.0 0.000 TL - 140.9 6.357 PL 0.0 46.5 0.0 1.4 120 FTG 0.0 46.5 0.0 0.001 TL 0.0 46.5 0.0 46.5 - 204.6 6.357 PL 0.0 2.1 120 FTG 0.0 0.001 TL - 204.6 6.357 PL 0.0 46.5 0.0 2.1 120 FTG 0.0 46.5 0.0 0.001 TL 6.50 PF 0.0 ---- PE 0.0 6.50 PV 2.25 PF 0.0 - --- PE 0.0 2.25 PV 6.50 PF 0.0 ---- PE 0.0 6.50 PV 5.00 PF 0.0 - --- PE 0.0 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 69 -204.6 6.357 PL 5.75 PF 0.0 M 300.2 0.0 46.5 0.0 2.1 120 FTG ---- PE 0.0 N 300.2 0.0 46.5 0.0 0.001 TL 5.75 PV Pipe: 70 -275.1 6.357 PL 6.50 PF 0.0 N 300.2 0.0 46.5 0.0 2.8 120 FTG ---- PE 0.0 O 300.2 0.0 46.5 0.0 0.603 TL 6.50 PV Pipe: 71 -345.5 6.357 PL 6.50 PF 0.0 O 300.2 0.0 46.5 0.0 3.5 120 FTG, ---- PE 0.0 P 300.2 0.0 46.6 0.0 0.604 TL 6.50 PV Pipe: 72 -345.5 6.357 PL 6.50 PF 0.0 P 300.2 0.0 46.6 0.0 3.5 120 FTG ---- PE 0.0 Q 300.2 0.0 46.6;. 0.0 0.004 TL 6.50 PV Pipe: 73 -345.5 6.57 PL 56.25 PF 0.4 Q 300.2 0.0 46.6 0.0 3.5 120 FTG TL PE 0.1 R 300.0 0.0 47.1 0.0 0.004 TL 105.25 PV Pipe: 74 -1963.5 6.357 PL 18.92 PF 1.8 R 300.0 0.0 47.1 0.0 19.8 120 FTG --- PE 8.2 DPV1 281.1 0.0 57.1 0.0 0.097 TL 18.92 PV Pipe: 75 FIXED', PRESSURE LOSS DEVICE DPV2 281.1 0.0 61.1 0.0 4.0 p$i, 1963.5 gpm DPV1 281.1 0.0 57.1 0.0 Pipe: 76 -1963.5 8.249 PL 1.58 PF 1.6 DPV2 281.1 0.0 61.1 0.0 11.8 120 FTG TB PE 1.3 BOR 278.2 0.0 64.0 0.0 0.027 TL 56.58 PV. Pipe: 77 -1963.5 8.249 PL 7.92 PF 1.3 BOR 278.2 0.0 64.0 0.0 11.8 120 FTG T PE 0.8 UG2 276.2 0.0 66.1 0.0 0.027 TL 48.92 PV Pipe: 78 -1963.5 10.400 PL 344.00 PF 3.9 UG2 276.2 0.0 66.1 0.0 7.4 140 FTG T6LG PE 2.7 BP1 270.0 0.0- 72.8 0.0 0.007 TL 588.00 PV Pipe: 79 FIXED PRESSURE LOSS DEVICE BP2 270.0 0.0 77.3 0.0 4.5 psi, 1963.5 gpm BP1 270.0 0.0 72.8 0.0 Pipe: 80 -1963.5 10.400 PL 83.00 PF 1.5 BP2 270.0 0.0 77.3 00 7.4 140 FTG T2LG PE 0.0 CITY 270.0 SRCE 78.7 (N/A) 0.007 TL 223.0,0 PV • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.8 ft/sec at pipe 74. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee • F Forty5 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 2.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 2.00 2.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 DATE: 2/16/2011 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 RECEIVING FLOOR NW) 1375.0 gpm a a>> a O N H 0 0 alLoN U U H a) • N w 0 1M0 •--11 �C.' mer my aro 2 N N N N O N W a� aau co A 17 w N 'Li N U aA 0. W a N ro 1-1 0 -I rn •rl c 0 -H U) N U) ro .'� N N CO • H N B. System 0 0 O M 0 _O z" a N 0 0 0 u) CD O N O — 0. O — O l0 I I 1 O CD O O O 0 N C• S0 co •--1 co rl) N '-1 •--1 CDr.0 0w axwCr) to C4 --aUD-,l.-. O O O a w • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 7.SDF JOB TITLE: ZONE 7 (RECEIVING FLOOR NW) WATER SUPPLY CURVE 132+ 121*\\ I \\\ I \\\ * <-112.0 psi @ 1375 gpm 110+ Flow Test Point 99+ I 0 P 88+ R I E I S I X S 77+ U I R I E • 66+ ( I P 1 S 1 I 55+ I 1 1 44+ • 33+ 22+ LEGEND I " I X = Required Water Supply 78.74 psi @ 2463.5 gpm 11+ I 0 = Available Water Supply " 92.59 psi @ 2463.5 gpm I " 0++-+---+----+ + + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) PATRIOT FIRE PROTECTION, INC 2707 70th AVENUE EAST TACOMA,WA 98424 HYDRAULIC CALCULATIONS FOR BOW LAKE TRANSFER STATION ZONE 8 (NORTH PROCESSING AREA) FILE NUMBER: Z0NE8.SDF DATE: FEB 16,', 2011 -DESIGN DATA - OCCUPANCY CLASSIFICATION: HIGH PILED STORAGE DENSITY: .70 gpm/sq. ft. AREA OF APPLICATION: 2,500 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 37 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 2149.1 gpm TOTAL WATER REQUIRED (including hose): 2649.1 gpm FLOW AND PRESSURE (@ BOR): 2149.1 gpm @ 59.9 psi SPRINKLER ORIFICE SIZE: 16.8K NAME OF CONTRACTOR: PATRIOT FIRE PROTECTION DESIGN/LAYOUT BY: DAVID HANKINS AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38081321 ) HRS SYSTEMS, INC. PETERSBURG, TN 37144 PETERSBURG, TN 37144 Items listed in bold print are automatically transfered from the calculation report • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 122.0 112.0 1375.0 88.4 2649.1 75.6 Required pressure is 12.8 psi (14%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 2649.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 2149.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 308.3 K=16.80 10.0 53.2 2 308.3 K=16.80 10.1 53.3 3 308.3 K=16.80 10.2 53.6 4 308.3 K=16.80 10.1 53.4 5 308.3 10.1 - - - 5A 310.0 K=16.80 8.1 47.7 6 308.3 K=16.80 10.2 53.7 7 307.0 K=16.80 10.5 54.5 8 307.0 K=16.80 10.5 54.6 9 307.0 K=16.80 10.7 54.8 10 307.0 K=16.80 10.6 54.6 11 307.0 - - - - 10.6 11A 308.7 K=16.80 8.5 48.9 12 307.0 K=16.80 10.7 54.9 13 305.6 K=16.80 11.1 55.9 14 305.6 K=16.80 11.1 56.0 15 305.6 K=16.80 11.2 56.3 16 305.6 K=16.80 11.1 56.0 17 305.6 - - - - 11.2 - - - 17A 307.4 K=16.80 8.9 50.2 18 305.6 K=16.80 11.2 56.3 19 304.3 K=16.80 11.7 57.5 20 304.3 K=16.80 11.7 57.5 21 304.3 K=16.80 11.9 57.8 22 304.3 K=16.80 11.8 57.6 23 304.3 11.8 23A 306.0 K=16.80 9.5 51.8 24 304.3 K=16.80 11.9 57.9 25 303.0 K=16.80 15.4 66.0 26 308.3 K=16.80 14.9 64.8 27 308.3 14.9 27A 310.0 K=16.80 12.2 58.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 28 308.3 K=16.80 15.0 65.1 33 307.0 K=16.80 15.4 65.9 34 307.0 15.4 - - - 34A 308.7 K=16.80 12.7 59.8 35 307.0 K=16.80 15.6 66.3 40 305.6 K=16.80 16.0 67.1 41 305.6 16.0 41A 307.4 K=16.80 13.1 60.9 42 305.6 K=16.80 16.1 67.5 47 304.3 K=16.80 16.5 68.3 48 304.3 - - - 16.6 - - - 48A 306.0 K=16.80 13.7 62.1 49 304.3 K=16.80 16.7 68.7 101 308.3 10.8 102 307.0 11.3 103 305.6 11.9 104 304.3 12.5 105 303.0 15.6 201 306.2 13.5 202 304.9 14.1 203 303.6 14.8 204 302.2 15.6 - 205 300.9 16.5 301 308.3 16.1 302 307.0 16.6. 303 305.6 17.2 304 304.3 17.9 401 306.2 17.7 402 304.9 - 18.3 403 303.6 18.9 404 302.2 - - ;19.6 X 297.8 22.6 TOR 297.5 43.3 DPV1 281.1 52.3 DPV2 281.1 56.8 BOR 278.2 59.9 UG2 276.2 61.5 BP1 270.0 68.8 BP2 270.0 - - - - 73.8 CITY 270.0 SOURCE 75.6 2149.1 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF • JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) PIPE DATA • • PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -53.2 3.260 PL 9.50 PF 0.0 1 308.3 16.8 10.0 53.2 2.0 120 FTG ---- PE 0.0 2 308.3 16.8 10.1 53.3 0.003 TL 9.50 PV Pipe: 2 -106.5 3.260 PL 9.50 PF 0.1 2 308.3 16.8 10.1 53.3 4.1 120 FTG ---- PE 0.0 3 308.3 16.8 10.2 53.6 0.011 TL 9.50 PV Pipe: 3 -160.0 3.260 PL 4.75 PF 0.6 3 308.3 16.8 10.2 53.6 6.2 120 FTG T PE 0.0 101 308.3 0.0 10.8 0.0 0.024 TL 24.75 PV Pipe: 4 -53.4 3.260 PL 8.50 PF 0.0 4 308.3 16.8 10.1 53.4 2.1 120 FTG ---- PE 0.0 5 308.3 0.0 10.1 0.0 0.003 TL 8.50 PV Pipe: 5 -47.7 1.380 PL 1.75 PF 1.3 5A 310.0 16.8 8.1 47.7 10.2 120 FTG T PE 0.7 5 308.3 0.0 10.1 0.0 0.171 TL 7.75 PV Pipe: 6 -101.0 3.260 PL 8.50 PF 0.1 5 308.3 0.0 10.1 0.0 3.9 120 FTG ---- PE 0.0 6 308.3 16.8 10.2 53.7 0.010 TL 8.50 PV Pipe: 7 -154.7 3.260 PL 4.75 PF 0.6 6 308.3 16.8 10.2 53.7 5.9 120 FTG T PE 0.0 101 308.3 0.0 10.8 0.0 0.023 TL 24.75 PV Pipe: 8 -314.7 3.260 PL 2.04 PF 1.9 101 308.3 0.0 10.8 0.0 12.1 120 FTG T PE 0.9 201 306.2 0.0 13.5 0.0 0.085 TL 22.04 PV Pipe: 9 -54.5 3.260 PL 9.50 PF 0.0 7 307.0 16.8 10.5 54.5 2.1 120 FTG ---- PE 0.0 8 307.0 16.8 10.5 54.6 0.003 TL 9.50 PV Pipe: 10 -109.0 3.260 PL 9.50 PF 0.1 8 307.0 16.8 10.5 54.6 4.2 120 FTG ---- PE 0.0 9 307.0 16.8 10.7 54.8 0.012 TL 9.50 PV Pipe: 11 -163.9 3.260 PL 4.75 PF 0.6 9 307.0 16.8 10.7 54.8 6.3 120 FTG T PE 0.0 102 307.0 0.0 11.3 0.0 0.025 TL 24.75 PV Pipe: 12 -54.6 3.260 PL 8.50 PF 0.0 10 307.0 16.8 10.6 54.6 2.1 120 FTG ---- PE 0.0 11 307.0 0.0 10.6 0.0 0.003 TL 8.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) 11A 11 Pipe: 13 -48.9 1.380 PL 1.75 PF 1.4 308.7 16.8 8.5 48.9 10.5 120 FTG T PE 0.8 307.0 0.0 10.6 0.0 0.179 TL 7.75 PV Pipe: 14 -103.5 3.260 PL 8.50 PF 0.1 11 307.0 0.0 10.6 0.0 4.0 120 FTG ---- PE 0.0 12 307.0 16.8 10.7 54.9 0.011 TL 8.50 PV Pipe: 15 -158.4 3.260 PL 4.75 PF 0.6 12 307.0 16.8 10.7 54.9 6.1 120 FTG T PE 0.0 102 307.0 0.0 11.3 0.0 0.024 TL 24.75 PV Pipe: 16 -322.3 3.260 PL 2.04 PF 2.0 102 307.0 0.0 11.3 0.0 12.4 120 FTG T PE 0.9 202 304.9 0.0 14.1 0.0 0.089 TL 22.04 PV Pipe: 17 -55.9 3.260 PL 9.50 PF 0.0 13 305.6 16.8 11.1 55.9 2.1 120 FTG ---- PE 0.0 14 305.6 16.8 11.1 56.0 0.003 TL 9.50 PV Pipe: 18 -111.8 3.260 PL 9.50 PF 0.1 14 305.6 16.8 11.1 56.0 4.3 120 FTG ---- PE 0.0 15 305.6 16.8 11.2 56.3 0.013 TL 9.50 PV Pipe: 19 -168.1 3.260 PL 4.75 PF 0.7 15 305.6 16.8 11.2 56.3 6.5 120 FTG T PE 0.0 103 305.6 0.0 11.9 0.0 0.027 TL 24.75 PV Pipe: 20 -56.0 3.260 PL 8.50 PF 0.0 16 305.6 16.8 11.1 56.0 2.2 120 FTG ---- PE 0.0 17 305.6 0.0 11.2 0.0 0.003 TL 8.50 PV Pipe: 21 -50.2 1.380 PL 1.75 PF 1.5 17A 307.4 16.8 8.9 50.2 10.8 120 FTG T PE 0.8 17 305.6 0.0 11.2 0.0 0.188 TL 7.75 PV Pipe: 22 -106.2 3.260 PL 8.50 PF 0.1 17 305.6 0.0 11.2 0.0 4.1 120 FTG ---- PE 0.0 18 305.6 16.8 11.2 56.3 0.011 TL 8.50 PV Pipe: 23 -162.6 3.260 PL 4.75 PF 0.6 18 305.6 16.8 11.2 56.3 6.2 120 FTG T PE 0.0 103 305.6 0.0 11.9 0.0 0.025 TL 24.75 PV Pipe: 24 -330.7 3.260 PL 2.04 PF 2.1 103 305.6 0.0 11.9 0.0 12.7 120 FTG T PE 0.9 203 303.6 0.0 14.8 0.0 0.093 TL 22.04 PV Pipe: 25 -57.5 3.260 PL 7.00 PF 0.0 19 304.3 16.8 11.7 57.5 2.2 120 FTG ---- PE 0.0 20 304.3 16.8 11.7 57.5 0.004 TL 7.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) PIPE TAG END ELEV. NODES (FT) NOZ. (K) Pipe: 26 20 304.3 16.8 21 304.3 16.8 Pipe: 27 21 304.3 16.8 104 304.3 0.0 Pipe: 28 22 304.3 16.8 23 304.3 0.0 Pipe: 29 23A 306.0 16.8 23 304.3 0.0 Pipe: 30 23 304.3 0.0 24 304.3 16.8 Pipe: 31 24 304.3 16.8 104 304.3 0.0 Pipe: 32 104 304.3 204 302.2 Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT PRESS. SUM. (PSI) -115.0 3.260 PL 9.50 PF 0.1 11.7 57.5 4.4 120 FTG ---- PE 0.0 11.9 57.8 0.013 TL 9.50 PV -172.8 3.260 PL 4.75 PF 0.7 11.9 57.8 6.6 120 FTG T PE 0.0 12.5 0.0 0.028 TL 24.75 PV - 57.6 3.260 PL 8.50 PF 0.0 11.8 57.6 2.2 120 FTG ---- PE 0.0 11.8 0.0 0.004 TL 8.50 PV - 51.8 1.380 PL 1.75 PF 1.5 9.5 51.8 11.1 120 FTG T PE 0.8 11.8 0.0 0.199 TL 7.75 PV - 109.4 3.260 PL 8.50 PF 0.1 11.8 0.0 4.2 120 FTG ---- PE 0.0 11.9 57.9 0.012 TL 8.50 PV - 167.3 3.260 PL 4.75 PF 0.7 11.9 57.9 6.4 120 FTG T PE 0.0 12.5 0.0 0.026 TL 24.75 PV - 340.1 3.260 PL 2.04 PF 2.2 0.0 12.5 0.0 13.1 120 FTG T PE 0.9 0.0 15.6 0.0 0.098 TL 22.04 PV Pipe: 33 25 303.0 16.8 15.4 105 303.0 0.0 15.6 Pipe: 34 105 303.0 205 300.9 Pipe: 35 201 306.2 202 304.9 Pipe: 36 202 304.9 203 303.6 Pipe: 37 203 303.6 204 302.2 Pipe: 38 204 302.2 205 300.9 -66.0 3.260 PL 66.0 2.5 120 FTG 0.0 0.005 TL 4.75 PF 0.1 T PE 0.0 24.75 PV -66.0 3.260 PL 2.04 PF 0.1 0.0 15.6 0.0 2.5 120 FTG T PE 0.9 0.0 16.5 0.0 0.005 TL 22.04 PV - 314.7 6.357 PL 0.0 13.5 0.0 3.2 120 FTG 0.0 14.1 0.0 0.003 TL 0.0 14.1 0.0 14.8 0.0 14.8 0.0 15.6 0.0 15.6 0.0 16.5 - 637.1 6.357 PL 0.0 6.4 120 FTG 0.0 0.012 TL - 967.7 6.357 PL 0.0 9.8 120 FTG 0.0 0.026 TL -1307.9 6.357 PL 0.0 13.2 120 FTG 0.0 0.046 TL 8.00 PF 0.0 - --- PE 0.6 8.00 PV 8.00 PF 0.1 ---- PE 0.6 8.00 PV 8.00 PF 0.2 - --- PE 0.6 8.00 PV 8.00 PF 0.4 ---- PE 0.6 8.00 PV SPRINKLER. SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) PIPE TAG END. ELEV. NODES (FT) Pipe: 39 205 300.9 X 297.8 Pipe: 40 26 308.3 27 308.3 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT -1373.9 6.357 PL 71.42 0.0 16.5 0.0 13.9 120 FTG 2L 0.0 22.6 0.0 0.050 TL 93.42 -64.8 3.260 PL 16.8 14.9 64.8 2.5 120 FTG 0.0 14.9 0.0 0.005 TL Pipe: 41 27A 310.0 16.8 12.2 27 308.3 0.0 14.9 Pipe: 42 27 308.3 0.0 28 308.3 16.8 Pipe: 43 28 308.3 16.8 301 308.3 0.0 Pipe: 44 301 308.3 401 306.2 PRESS. SUM. (PSI) PF 4.7 PE 1.4 PV 8.25 PF 0.0 ---- PE 0.0 8.25 PV -58.7 1.380 PL 1.75 PF 1.9 58.7 12.6 120 FTG T PE 0.8 0.0 0.251 TL 7.75 PV -123.5 3.260 PL 14.9 0.0 4.7 120 FTG 15.0 65.1 0.015 TL 8.00 PF 0.1 - --- PE 0.0 8.00 PV -188.7 3.260 PL 11.50 PF 1.0 15.0 65.1 7.3 120 FTG T PE 0.0 16.1 0.0 0.033 TL 31.50 PV -188.7 3.260 PL 2.04 PF 0.7 0.0 16.1 0.0 7.3 120 FTG T PE 0.9 0.0 17.7 0.0 0.033 TL 22.04 PV Pipe: 45 33 307.0 16.8 34 307.0 0.0 Pipe: 46 34A 308.7 16.8 34 307.0 0.0 Pipe: 47 34 307.0 0.0 35 307.0 16.8 Pipe: 48 35 307.0 16.8 302 307.0 0.0 Pipe: 49 302 307.0 402 304.9 - 65.9 3.260 PL 15.4 65.9 2.5 120 FTG 15.4 0.0 0.005 TL 8.25 PF 0.0 - --- PE 0.0 8.25 PV - 59.8 1.380 PL 1.75 12.7 59.8 12.0 120 FTG T 15.4 0.0 0.260 TL 7.75 -125.7 3.260 PL 15.4 0.0 4.8 120 FTG 15.6 66.3 0.016 TL PF 2.0 PE 0.8 PV 8.00 PF 0.1 ---- PE 0.0 8.00 PV -192.0 3.260 PL 11.50 PF 1.1 15.6 66.3 7.4 120 FTG T PE 0.0 16.6 0.0 0.034 TL 31.50 PV 0.0 16.6 0.0 18.3 Pipe: 50 40 305.6 16..8 41 305.6 0.0 Pipe: 51 41A 307.4 16.8 41 305.6 0.0 -192.0 3.260 PL 2.04 PF 0.8 0.0 7.4 120 FTG T PE 0.9 0.0 0.034 TL 22.04 PV -67.1 3.260 PL 16.0 67.1 2.6 120 FTG 16.0 0.0 0.005 TL 8.25 PF 0.0 ---- PE 0.0 8.25 PV -60.9 1.380 PL 1.75 PF 2.1 13.1 60.9 13.1 120 FTG T PE 0.8 16.0 0.0 0.269 TL 7.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) PIPE TAG END ELEV. NODES (FT) Pipe: 52 41 305.6 42 305.6 NOZ. (K) Q(GPM) PT DISC. VEL(FPS) (PSI) (GPM) DIA(IN) LENGTH HW(C) (FT) FL/FT PRESS. SUM. (PSI) - 128.0 3.260 PL 8.00 PF 0.1 0.0 16.0 0.0 4.9 120 FTG ---- PE 0.0 16.8 16.1 67.5 0.016 TL 8.00 PV Pipe: 53 42 305.6 16.8 16.1 303 305.6 0.0 17.2 Pipe: 54 303 305.6 403 303.6 0.0 17.2 0.0 18.9 Pipe: 55 47 304.3 .16.8 48 304.3 0.0 Pipe: 56 48A 306.0 16.8 48 304.3 0.0 - 195.5 3.260 PL 11.50 PF 1.1 67.5 7.5 120 FTG T PE 0.0 0.0 0.035 TL 31.50 PV - 195.5 3.260 PL 2.04 PF 0.8 0.0 7.5 120 FTG T PE 0.9 0.0 0.035 TL 22.04 PV -68.3 3.260 PL 16.5 68.3 2.6 120 FTG 16.6 0.0 0.005 TL 8.25 PF 0.0 - --- PE 0.0 8.25 PV -62.1 1.380 PL 1.75 PF 2.2 13.7 62.1 13.3 120 FTG T PE 0.8 16.6 0.0 0.278 TL 7.75 PV Pipe: 57 48 304.3 0.0 16.6 49 304.3 16.8 16.7 Pipe: 58 49 304.3 16.8 304 304.3 0.0 Pipe: 59 304 304.3 404 302.2 401 402 Pipe: 60 306.2 304.9 Pipe: 61 402 304.9 403 303.6 Pipe: 62 403 303.6 404 302.2 Pipe: 63 404 302.2 X 297.8 X TOR Pipe: 64 297.8 297.5 - 130.4 3.260 PL 0.0 5.0 120 FTG 68.7 0.017 TL - 199.1 3.260 PL 16.7 68.7 7.7 120 FTG 17.9 0.0 0.037 TL 8.00 PF 0.1 ---- PE 0.0 8.00 PV 11.50 T 31.50 PF 1.2 PE 0.0 PV - 199.1 3.260 PL 2.0.4 PF 0.8 0.0 17.9 0.0 7.7 120 FTG T PE 0.9 0.0 19.6 0.0 0.037 TL 22.04 PV 0.0 17.7 0.0 18.3 0.0 18.3 0.0 18.9 0.0 18.9 0.0 19.6 0.0 19.6 0.0 22.6 0.0 22.6 0.0 43.3 - 188.7 6.357 PL 0.0 1.9 120 FTG 0.0 0.001 TL - 380.7 6.357 PL 0.0 3.8 120 FTG 0.0 0.005 TL - 576.1 6.357 PL 0.0 5.8 120 FTG 0.0 0.010 TL 8.00 PF 0.0 ---- PE 0.6 8.00 PV 8.00 PF 0.0 ---- PE 0.6 8.00 PV 8.00 PF 0.1 - --- PE 0.6 8.00 PV - 775.2 6.357 PL 26.00 PF 1.1 0.0 7.8 120 FTG T PE 1.9 0.0 0.017 TL 64.00 PV -2149.1 6.357 PL 145.83 PF 20.6 0.0 21.7 120 FTG 3L PE 0.1 0.0 0.115 TL 178.83 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 65 -2149.1 6.357 PL 16.38 PF 1.9 TOR 297.5 0.0 43.3 0.0 21.7 120 FTG ---- PE 7.1 DPV1 281.1 0.0 52.3 0.0 0.115 TL 16.38 PV Pipe: 66 FIXED PRESSURE LOSS DEVICE DPV2 281.1 0.0 56.8 0.0 4.5 psi, 2149.1 gpm DPV1 281.1 0.0 52.3 0.0 Pipe: 67 -2149.1 8.249 PL 1.58 PF 1.8 DPV2 281.1 0.0 56.8 0.0 12.9 120 FTG TB PE 1.3 BOR 278.2 0.0 59.9 0.0 0.032 TL 56.58 PV Pipe: 68 -2149.1 8.249 PL 7.92 PF 0.7 BOR 278.2 0.0 59.9 0.0 12.9 120 FTG L PE 0.8 UG2 276.2 0.0 61.5 0.0 0.032 TL 22.92 PV Pipe: 69 -2149.1 10.400 PL 344.00 PF 4.6 UG2 276.2 0.0 61.5 0.0 8.1 140 FTG T6LG PE 2.7 BP1 270.0 0.0 68.8 0.0 0.008 TL 588.00 PV Pipe: 70 FIXED PRESSURE LOSS DEVICE BP2 270.0 0.0 73.8 0.0 5.0 psi, 2149.1 gpm BP1 270.0 0.0 68.8 0.0 Pipe: 71 -2149.1 10.400 PL 83.00 PF 1.8 BP2 270.0 0.0 73.8 0.0 8.1 140 FTG T2LG PE 0.0 CITY 270.0 SRCE 75.6 (N/A) 0.008 TL 223.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 38081321 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.174 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.7 ft/sec at pipe 64. • • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee F Forty5 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 1.00 1.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 10.400 35.00 80.00 26.00 88.00 30.00 8.00 80.00 SPRY KLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH 'ROCESSING AREA) g N O O O O O 0 N V' l0 CO V. .--I CO u) N 0 0 0 Cr) r– ( O 0 N O O 0 0 CO O _ O N r1 O — m O — N ,--1 FLOW (GPM) • • • w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 2/16/2011 T:\HASS\DAVEH\BOW LAKE\ZONE 8.SDF JOB TITLE: ZONE 8 (NORTH PROCESSING AREA) WATER SUPPLY CURVE 132+ 121*\\ I \\\ I \\\ * <-112 0 psi @ 1375 gpm 110+ Flow Test Point 99+ P 88+ 0 R I E I S I S 77+ U I X R I E I 66+ ( P I S I 55+ ) 44+ 33+ 22+ LEGEND " It I X = Required Water Supply " I 75.59 psi @ 2649.1 gpm " 11+ I 0 = Available Water Supply I 88.36 psi @ 2649.1 gpm " I" 0++-+---+----+ + + + + + 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) Tol-Brace Seismic Calculations Project Address: BOW LAKE TRANSFER STATION Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 253 926-2290 PATIFP099CF on 2010 NFPA Pamphlet #13 6" Sch.10 Steel Pipe (152.4 mm) -" itatiw a txard of NIBCO _ ' 18800 ORILLIA ROAD SOUTH TUKWILA, WA Job # 11-1785 Calculations based Brace Information Tolco Brace Components Maximum Spacing 18' 0" (5.49 m) Maximum Brace Length T 0" (2.13 m) — Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1342 lbs (609 kg) Fig 980 Universal Swivel 2425 lbs (1100 kg) *Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. - Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO SWAY BRACE ATTACHMENT TO STEEL TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL 7 Detail FIG. 800 I-BEAM Y , L/R Value 200 _ __ Max Horizontal Load 1604 lbs (728 kg) _ _ Force Factor (Cp) 0.642 — Other Requirements - FM Approved Loads FIG. 981 VW11.11771/, .7 BRACE PIPE /40 BRACE / !j, 4 Fastener Information Fastener Orientation NFPA T Yp eC — _ Type Fig.800 Across Beam °% TOLCO FIG. 1001 FAST CLAMP g+ �I.• Diameter N/A Length N/A - Maximum Load 2424 lbs (1100 kg) Brace Identification on Plans SB-1 (SHEET FP-5) Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 18ft (5.5 m) 266 lbs (121 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 222ft (67.7 m) 839 lbs (381 kg) Percentage added for Fittings and Sprinklers 15% 166 lbs (75.3 kg) Total Adjusted Load of all pipe within Zone of Influence 1271 lbs (577 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -1 (SHEET FP -5) NFPA Type C 6" Sch.10 Steel Pipe 18'0" (5.49 m) Lateral 1" Sch.40 7'0"(2.13m) 200 60° Fig.800 Across Beam N/A Summary of Pipe within Zone of Influence a txarxl of N I DC 6" Sch.10 Steel Pipe (152.4 mm) 18ft (5.5 m) 2.5" Sch.10 Steel Pipe (63.5 mm) 222ft (67.7 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1271 lbs (577 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 2424 lbs (1100 kg) Fig 1001 Clamp 1342 lbs (609 kg) Fig 980 Universal Swivel 2425 lbs (1100 kg) Structural Member STEEL BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Total Length Project Address: BOW LAKE TRANSFER STATION Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 253 926-2290 PATIFP099CF on 2010 NFPA Pamphlet #13 s 222 lbs (101 kg) Crit of NIBCQ 18800 ORILLIA ROAD SOUTH -- — -- TUKWILA, WA a trand Job # 11-1785 Calculations based Brace Information Tolco Brace Components 2" Sch.10 Steel Pipe (50.8 mm) Maximum Spacing 15' o" (4.57 m)_ Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Fig 1001 Clamp 1342 Fig 980 Universal Swivel 2425 *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. other components voids these calculations and the listing of the Load lbs (609 kg) lbs (1100 kg) Use of any assembly. Bracing Material 1" Sch.40 Angle from Vertical 60° Min. _ Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO SWAY BRACE ATTACHMENT TO STEEL TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL Detail FIG. 800 I -BEAM p L/RValue 200 Max Horizontal Load 1604 lbs kg) -(728 Force Factor (Cp) 0.642 Percentage added for Fittings and Sprinklers 15% Other Requirements - FM Approved Loads FIG. 98i Ni BRACE 727 227,— �� PIPE ! �� BRACE ,�� %//, .t - " , _ Fastener Information Fastener Orientation NFPA Type C Type Fig.800 Across Beam ° ,, TOLCO FIG. 1001 FAST CLAMP ). I,• Diameter N/A _ —_- Length N/A — Maximum Load 2424 lbs (1100 kg) Brace Identification on Plans SB -2 (SHEET FP -5) Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 15ft (4.6 m) 222 lbs (101 kg) 3" Sch.10 Steel Pipe (76.2 mm) 74ft (22.6 m) 377 lbs (171 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 72ft (21.9 m) 272 lbs (123 kg) 2" Sch.10 Steel Pipe (50.8 mm) 12ft (3.7 m) 33 lbs (15 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 24ft (7.3 m) 47 lbs (21 kg) 1.25" Sch.10 Steel Pipe (31.75 mm) 18ft (5.5 m) 29 lbs (13 kg) 1" Sch.10 Steel Pipe (25.4 mm) 44ft (13.4 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 155 lbs (70.31 kg) Total Adjusted Load of all pipe within Zone of Influence 1185 lbs (538 kg) {ToI-Brace Version 7) Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -2 (SHEET FP -5) NFPA Type C 6" Sch.10 Steel Pipe 15'0" (4.57 m) Lateral 1" Sch.40 7'0"(2.13m) 200 60° Fig.800 Across Beam N/A Summary of Pipe within Zone of Influence LCD a brand of NIQCD 6" Sch.10 Steel Pipe (152.4 mm) 15ft (4.6 m) 3" Sch.10 Steel Pipe (76.2 mm) 74ft (22.6 m) 2.5' Sch.10 Steel Pipe (63.5 mm) 72ft (21.9 m) 2" Sch.10 Steel Pipe (50.8 mm) 12ft (3.7 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 24ft (7.3 m) 1.25" Sch.10 Steel Pipe (31.75 mm) 18ft (5.5 m) 1" Sch.10 Steel Pipe (25.4 mm) 44ft (13.4 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1185 lbs (538 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 2424 lbs (1100 kg) Fig 1001 Clamp 1342 lbs (609 kg) Fig 980 Universal Swivel 2425 lbs (1100 kg) Structural Member STEEL BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Patriot Fire Protection Project Address: BOW LAKE TRANSFER STATION - 2707 70th Avenue East sLc _ _ 18800 ORILLIA ROAD SOUTH Tacoma, WA 98424 a Iran. of NIEICCY 926-2290 253 TUKWILA, WA PATIFP099CF Job # 11-1785 Calculations based on 2010 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 60' 0" (18.29 m)_ Maximum Brace Length 7 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig 4L Clamp 1025 lbs (465 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 - Angle from Vertical 45° Min. _— Least Rad. of Gyration 0.42" (11 mm) Assembly Detail 00 BRAC EOATTAO CHME TO STEEL I -BEAM TOLCO FIG. 980�/��__ _ L/R Value Zoo Max Horizontal Load 1310 lbs (594 kg)SWAY Force Factor (Cp) 0.642 Other Requirements - FM Approved Loads UNIVERSAL SWAY BRACE ATTACHMENT ALBRACE TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING r --- 0 ST 0 j th U Fastener InformationLATE Fastener Orientation NFPA Type B Type Fig.800 Across Beam _ - ` - , Diameter N/A _ _ _______ Length N/A Brace Identification on Plans SB -3 (SHEET FP -5) _ Maximum Load 1980 lbs (898 kg)_ — ------ - Orientation of Brace Longitudinal Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 60ft (18.3 m) 887 lbs (402 kg) Percentage added for Fittings and Sprinklers 15% 133 lbs (60.33 kg) Total Adjusted Load of all pipe within Zone of Influence 1020 lbs (463 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -3 (SHEET FP -5) NFPA Type B 6" Sch.10 Steel Pipe 60' 0" (18.29 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° Fig.800 Across Beam N/A Summary of Pipe within Zone of Influence a oar of HIBC0 6" Sch.10 Steel Pipe (152.4 mm) 160ft (18.3 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1020 lbs (463 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1980 lbs (898 kg) Fig 4L Clamp 1025 lbs (465 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member STEEL BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: BOW LAKE TRANSFER STATION Patriot Fire Protection . 2707 70th Avenue East ri oLco Tacoma, WA 98424 253 926-2290 bard 0i Pill BCD' PATIFP099CF on 2010 NFPA Pamphlet#13 18800 ORILLIA ROAD SOUTH_a — — -- TUKWILA, WA Job # 114785 Calculations based Brace Information Tolco Brace Components Maximum Spacing 40' 0" (12.19 m) Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO SWAY BRACE ATTACHMENT TO STEEL TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL / Detail FIG. 800 N I -BEAM p L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) _ _ Force Factor (Cp) 0.642 s, s, Other Requirements - FM Approved Loads FIG. 980 16JlZ27 .z7 7 BRACE iii PIPE .� BRACE / j, , / I,• * Fastener Information Fastener Orientation NFPA Type B _. Type Fig.800 Across Beam °% TOLCO FIG. 1001 FAST CLAMP l♦ _ __ i Diameter N/A _ _ Length N/A _ __ _ Maximum Load 1980 lbs (898 kg) v _ -_ - - Brace Identification on Plans SB -4 (SHEET FP -5) Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 40ft (12.2 m) 591 lbs (268 kg) Percentage added for Fittings and Sprinklers 15% 89 lbs (40.37 kg) Total Adjusted Load of all pipe within Zone of Influence 680 lbs (308 kg) {Tol-Brace Version 71 Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -4 (SHEET FP -5) NFPA Type B 6" Sch.10 Steel Pipe 40'0" (12.19 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.800 Across Beam N/A Summary of Pipe within Zone of Influence LC a mart of NIBCD 6" Sch.10 Steel Pipe (152.4 mm) 140ft (12.2 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 680 lbs (308 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1980 lbs (898 kg) Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member STEEL BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: BOW LAKE TRANSFER STATION Patriot Fire Protection 2707 70th Avenue East ToLco Tacoma, WA 98424 a plate 253 926-2290 Oi PATIFP099CF on 2010 NFPA Pamphlet #13 18800 ORILLIA ROAD SOUTH —._. _. TUKWILA, WA Job # 11-1785 Calculations based Brace Information Tolco Brace Components Maximum Spacing 18' 0" (5.49 m) Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO SWAY BRACE ATTACHMENT TO STEEL TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL lam' °% TOLCO FIG. 1001 FAST CLAMP ,%.♦ Detail FIG. BOO I -BEAM i LIR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.642• 33 lbs (15 kg) Other Requirements - FM Approved Loads FIG. 98. Bi- Z?71/2727, BRACE ■ �■ PIPE '� BRACE j, ;r Fastener Information Fastener Orientation NFPA Type B _ Type Fig.800 Across Beam o!✓ / I.• Diameter N/A Length N/A _ _ _ — Maximum Load 1980 lbs (898 kg) Brace Identification on Plans SB -5 (SHEET FP -5) Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 18ft (5.5 m) 266 lbs (121 kg) 2" Sch.10 Steel Pipe (50.8 mm) 151ft (46 m) 409 lbs (186 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 4ft (1.2 m) 9 lbs (4 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 28ft (8.5 m) 53 lbs (24 kg) 1" Sch.40 Steel Pipe (25.4 mm) 25ft (7.6 m) 33 lbs (15 kg) Percentage added for Fittings and Sprinklers 15% 116 lbs (52.62 kg) Total Adjusted Load of all pipe within Zone of Influence 886 lbs (402 kg) {ToI-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -5 (SHEET FP -5) NFPA Type B 6" Sch.10 Steel Pipe 18'0" (5.49 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.800 Across Beam N/A Summary of Pipe within Zone of Influence OLCO a brand of NIBCa 6" Sch.10 Steel Pipe (152.4 mm) 18ft (5.5 m) 2" Sch.10 Steel Pipe (50.8 mm) 151ft (46 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 4ft (1.2 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 28ft (8.5 m) 1" Sch.40 Steel Pipe (25.4 mm) 25ft (7.6 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 886 lbs (402 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1980 lbs (898 kg) Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member STEEL BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tal -Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com `- i • Tol-Brace Seismic Calculations Project Address: BOWLAKE TRANSFER STATION Patriot Fire Protection 2707 70th Avenue EastoLco- Tacoma, WA 98424 253 926-2290 a ixarYi of MIBCCT PATIFP099CF on 2010 NFPA Pamphlet #13 ---- 18800 ORILLIA ROAD SOUTH _ _ TUKWILA WA Job # 11-1785 Calculations based Brace Information Tolco Brace Components Maximum Spacing 18' 0" (5.49 m) _ Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 45° Min. — - -- Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO BAR JOIST SWAY ATTACHMENT TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL Detail FIG. 825 BRACE♦���•♦ FIG. 980 BRACE *- ' it *- . — _ LJR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.642 Other Requirements - FM Approved Loads Fastener Information PIPE BRACE 41 Fastener Orientation NFPA Type B - Type Fig.825 Across Beam TOLCO FIG. 1001 '+ FAST CLAMP 44 e •• Diameter N/A Length N/A Maximum Load 2050 lbs (930 kg) Brace Identification on Plans SB -6 (SHEET FP -5) Orientation of Brace Lateral Braced Pipe: 6" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6" Sch.10 Steel Pipe (152.4 mm) 18ft (5.5 m) 266 lbs (121 kg) 3" Sch.10 Steel Pipe (76.2 mm) 114ft (34.7 m) 581 lbs (264 kg) 1" Sch.40 Steel Pipe (25.4 mm) 4ft (1.2 m) 5 lbs (2 kg) Percentage added for Fittings and Sprinklers 15% 128 lbs (58.06 kg) Total Adjusted Load of all pipe within Zone of Influence 980 lbs (445 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -6 (SHEET FP -5) NFPA Type B 6" Sch.10 Steel Pipe 18'0" (5.49 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence a wand of Nil BCC" 6" Sch.10 Steel Pipe (152.4 mm) 18ft (5.5 m) 3" Sch.10 Steel Pipe (76.2 mm) 114ft (34.7 m) 1" Sch.40 Steel Pipe (25.4 mm) 4ft (1.2 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 980 lbs (445 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2050 lbs (930 kg) Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member STEEL BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Size and Type of Pipe Tol-Brace Seismic Calculations Project Address: BOW LAKE TRANSFER STATION _4-_ Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 253 926-2290 PATIFP099CF on 2010 NFPA Pamphlet #13 TOLCO a brava of NIBCCI 18800 - TUKWILA, Job ORILLIA ROAD SOUTH _ -- -- — - — WA # 11-1785 Calculations based Brace Information 126ft (38.4 m) Tolco Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration LIR Value Max Horizontal Load Force Factor (Cp) Other Requirements 30' 0" (9.14 m)_! _— 7 0" (2.13 m) - _ Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1803 lbs (818 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. 1" Sch.40 45° Min. 0.42" (11 mm) Total Adjusted Load of all pipe within Zone of Influence Assembly TOLCO BAR JOIST SWAY ATTACHMENT TOLCO UNIVERSALSWAY TACHMENT STEEL LATERAL Detail FIG. 825 BRACE FIG. 980 CE - �����r r -Ati, i' _ •� : 200 1310 lbs (594 kg) 0.642 - FM Approved Loads Fastener Information PIPE BRACE Jr.' s Fastener Orientation Type Diameter Length Length Maximum Load NFPA Type B Fig.825 Across Beam TOLCO FIG. 1001 �. FAST CLAMP , •• N/A_ _ _ _- _ - _ N/A _ __ _ 2050 lbs (930 kg)_ Brace Identification on Plans SB -7 (SHEET FP -3) Orientation of Brace Lateral Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 30ft (9.1 m) 227 lbs (103 kg) 2" Sch.10 Steel Pipe (50.8 mm) 25ft (7.6 m) 68 lbs (31 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 126ft (38.4 m) 246 lbs (112 kg) 1" Sch.40 Steel Pipe (25.4 mm) 73ft (22.2 m) 96 lbs (44 kg) Percentage added for Fittings and Sprinklers 15% 95 lbs (43.09 kg) Total Adjusted Load of all pipe within Zone of Influence 732 lbs (332 kg) (Tol-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -7 (SHEET FP -3) NFPA Type B 4" Sch.10 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence OLCC a tar of iwnoccr 4" Sch.10 Steel Pipe (101.6 mm) 30ft (9.1 m) 2" Sch.10 Steel Pipe (50.8 mm) 25ft (7.6 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 126ft (38.4 m) 1" Sch.40 Steel Pipe (25.4 mm) 73ft (22.2 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 732 lbs (332 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2050 lbs (930 kg) Fig 1001 Clamp 1803 lbs (818 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member 36LH STEEL JOIST Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com ToI-Brace Seismic Calculations Patriot Fire Protection Project Address: BOW LAKE TRANSFER STATION 2707 70th Avenue East TOLCD 18800 ORILLIA ROAD SOUTH Tacoma, WA 98424 a bland Of NIDCV -- 253 926-2290 TUKWILA, WA PATIFP099CF Job # 114785 Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) ,_ Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1803 lbs (818 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm_), _ _ Assembly Detail TOLCO FIG. 825 BAR JOIST SWAY BRACE ATTACHMENT TOLCO FIG. 980 UNIVERSAL CE '-• •• Al - , • r, , _ L/R Value zoo _ Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.642'-!1:k Other Requirements - FM Approved Loads ATTACAY STEEL LATERAL HMENT '�) PIPE 1' BRACE 4 Fastener Information Fastener Orientation NFPA Type,B _ Type Fig.825 Across Beam TOLCO FIG. 1001 FAST CLAMP �, •• 4 Diameter N/A Length N/A Brace Identification on Plans SB-8 (SHEET FP-3) Maximum Load 2050 lbs (930 kg) Orientation of Brace Lateral — Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 30ft (9.1 m) 227 lbs (103 kg) 2" Sch.10 Steel Pipe (50.8 mm) 25ft (7.6 m) 68 lbs (31 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 126ft (38.4 m) 246 lbs (112 kg) Percentage added for Fittings and Sprinklers 15% 81 lbs (36.74 kg) Total Adjusted Load of all pipe within Zone of Influence 622 lbs (282 kg) {ToI-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -8 (SHEET FP -3) NFPA Type B 4" Sch.10 Steel Pipe 30'0" (9.14 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence LCD a orarZ of NIB 4" Sch.10 Steel Pipe (101.6 mm) 30ft (9.1 m) 2" Sch.10 Steel Pipe (50.8 mm) 25ft (7.6 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 126ft (38.4 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 622 lbs (282 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 2050 lbs (930 kg) Fig 1001 Clamp 1803 lbs (818 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member 36LH STEEL JOIST Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com - Tol-Brace Seismic Calculations Project Address: BOW LAKE TRANSFER STATION Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 253 926-2290 PATIFP099CF on 2010 NFPA Pamphlet #13 r 18800 ORILLIA ROAD SOUTH --- — -- — — TUKWILA, WA �. a Otan ci of NlB'CO' Job # 11-1785 Calculations based Brace Information Tolco Brace Components Maximum Spacing 34' 0" (10.36 m) _- _ _ Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40_ ___. __ Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11_mm)_ Assembly TOLCO SWAY BRACE ATTACHMENT TO STEEL TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL Detail FIG. 800 I -BEAM P LIRVaIue 200 _ Max Horizontal Load 1310 lbs_ (594 kg)_ _ Force Factor (Cp) 0.642 Other Requirements - FM Approved Loads FIG. 981 r1IID177T1i 7 BRACE PIPE .� BRACE j, 411 Fastener Information Fastener Orientation NFPA Type B - Type Fig.800 Across Beam ° TOLCO FIG. 1001 FAST CLAMP %4 I,+ Diameter N/A Length N/A Maximum Load 1980 lbs (898 kg) Brace Identification on Plans SB -9 (SHEET FP -2) Orientation of Brace Lateral — — -- Braced Pipe: 8" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 34ft (10.4 m) 875 lbs (397 kg) Percentage added for Fittings and Sprinklers 15% 131 lbs (59.42 kg) Total Adjusted Load of all pipe within Zone of Influence 1006 lbs (456 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -9 (SHEET FP -2) NFPA Type B 8" Sch.10 Steel Pipe 34'0" (10.36 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° Fig.800 Across Beam N/A Summary of Pipe within Zone of Influence OLCCI a brand of N BCD 8" Sch.10 Steel Pipe (203.2 mm) I 34ft (10.4 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1006 lbs (456 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1980 lbs (898 kg) Fig 1001 Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member WIDE FLANGE BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Patriot Fire Protection Project Address: BOW LAKE TRANSFER STATION 2707 70th Avenue East d Lc° 18800 ORILLIA ROAD SOUTH Tacoma, WA 98424 a trait of N1B'CC 253 926-2290 TUKWILA, WA PATIFP099CF Job # 11-1785 Calculations based on 2010 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 34' 0" (10_36 m) Maximum Brace Length 7' 0"_(2.13 m) Tolco Component Fig. Number Adjusted Load Fig 4L Clamp 1025 lbs (465 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 45° Min. — Least Rad. of Gyration 0.42" (11 mm) Assembly Detail SWAY BRACE OATTACHMLCO FIG. ENT 5 TO STEEL I -BEAM PI- ,____�' TOLCO FIG. 980 UR Value 200 Max Horizontal Load 1310 lbs (594 kg)00 Force Factor (Cp) 0.642 —. Other Requirements - FM Approved Loads UNIVERSAL SWAY BRACE •• ATTACHMENT LATERASTEEL L TOLCO FIG. 4L PIPE CLAMP FOR SWAY BACING r- --- 0 .W PIPE BRACE , ', 0 J Fastener Information Fastener Orientation NFPA Type B _. Type Fig.800 Across Beam _ Diameter N/A __ _ Length N/A. _ . __-- —_ Maximum Load 1980 lbs (898 kg) Brace Identification on Plans SB -10 (SHEET FP -2) Orientation of Brace Longitudinal - - --- Braced Pipe: 8" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 8" Sch.10 Steel Pipe (203.2 mm) 34ft (10.4 m) 875 lbs (397 kg) Percentage added for Fittings and Sprinklers 15% 131 lbs (59.42 kg) Total Adjusted Load of all pipe within Zone of Influence 1006 lbs (456 kg) {Tol-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 SB -10 (SHEET FP -2) NFPA Type B 8" Sch.10 Steel Pipe 34' 0" (10.36 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° Fig.800 Across Beam N/A Summary of Pipe within Zone of Influence LCO a brand of Ali BCO' 8" Sch.10 Steel Pipe (203.2 mm) 1 348 (10.4 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 1006 lbs (456 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 1980 lbs (898 kg) Fig 4L Clamp 1025 lbs (465 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member WIDE FLANGE BEAM Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: BOW LAKE TRANSFER STATION Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 253 926-2290 PATIFP099CF on 2010 NFPA Pamphlet #13 .4k M A L C of NIE3O" 2" Sch.40 Steel Pipe (50.8 mm) 18800 ORILLIA ROAD SOUTH_a - - -- -- TUKWILA, WA Job # 11-1785 Calculations based brand Brace Information Tolco Brace Components Maximum Spacing 27' 0" (8.23 m) 2.13 7' 0" m Maximum Brace Length ( Tolco Component Fig. Number Adjusted Load Fig 1001 Clamp 1803 lbs (818 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. _) _ _ __._ Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY STEEL LATERAL Detail FIG. 980 PIPE BRACE ��, Percentage added for Fittings and Sprinklers UR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.642 • ; Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type B Type Wedge Anchor (6000 psi Normal Weig j�' TOLCO FIG. 1001„f. FAST CLAMP, Diameter 1/2in., _ i Length 3-1/4in. _ Maximum Load 928 lbs (421 kg) -- — Brace Identification on Plans SB-11 (SHEET FP-6) Orientation of Brace Lateral Braced Pipe: 4” Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 27ft (8.2 m) 204 lbs (93 kg) 2" Sch.40 Steel Pipe (50.8 mm) 71ft (21.6 m) 234 lbs (106 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 77ft (23.5 m) 178 lbs (81 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 33ft (10.1 m) 62 lbs (28 kg) 1" Sch.40 Steel Pipe (25.4 mm) 44ft (13.4 m) 58 lbs (26 kg) Percentage added for Fittings and Sprinklers 15% 110 lbs (49.9 kg) Total Adjusted Load of all pipe within Zone of Influence 847 lbs (384 kg) {ToI-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 a txand of Pill BOGY SB -11 (SHEET FP -6) NFPA Type B 4" Sch.10 Steel Pipe 27' 0" (8.23 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 3-1/4in. Wedge Anchor (6000 psi Normal Weight Cracked Concrete) 3-1/4in. Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 27ft (8.2 m) 2" Sch.40 Steel Pipe (50.8 mm) 71ft (21.6 m) 1.5' Sch.40 Steel Pipe (38.1 mm) 77ft (23.5 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 33ft (10.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 44ft (13.4 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 847 lbs (384 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 928 lbs (421 kg) Fig 1001 Clamp 1803 lbs (818 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member CONCRETE DECK Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: BOW LAKE TRANSFER STATION Patriot Fire Protection 2707 70th Avenue East Tacoma, WA 98424 253 926-2290 PATIFP099CF on 2010 NFPA Pamphlet #13 - H BCO' !,d„;C 18800 ORILLIA ROAD SOUTH a lxarri Of — - - TUKWILA, WA -_ Job # 11-1785 Calculations based Brace Information Tolco Brace Components Maximum Spacing 80'_0” (24.38 m) _ Maximum Brace Length 7' 0" (2.13 m) Tolco Component Fig. Number Adjusted Load Fig 4L Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) "Calculation Based on CONCENTRIC Loading "Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL LATERAL TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING 6 FIG. ta Detail _ L/R Value 200 Max Horizontal Load 1310 lbs (594 kg) 981 BRACE PIPE BRACE ; c, 0 0 _ Force Factor (Cp) 0.642 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type B _ _ ` Type Wedge Anchor (6000 psi Normal Weig Diameter 1/2in. Length 3-1/4in. Maximum Load 928 lbs (421 kg)_ Brace Identification on Plans SB -12 (SHEET FP -6) Orientation of Brace Longitudinal — - Braced Pipe: 4" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4" Sch.10 Steel Pipe (101.6 mm) 80ft (24.4 m) 605 lbs (274 kg) Percentage added for Fittings and Sprinklers 15% 91 lbs (41.28 kg) Total Adjusted Load of all pipe within Zone of Influence 696 lbs (316 kg) {ToI-Brace Version 7} Tol-Brace Seismic Calculations BOW LAKE TRANSFER STATION 18800 ORILLIA ROAD SOUTH Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 11-1785 OLCO a brand of PHBC� SB -12 (SHEET FP -6) NFPA Type B 4" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 3-1/4in. Wedge Anchor (6000 psi Normal Weight Cracked Concrete) 3-1/4in. Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 80ft (24.4 m) G -Factor Used 0.642 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 696 lbs (316 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 928 lbs (421 kg) Fig 4L Clamp 1096 lbs (497 kg) Fig 980 Universal Swivel 1980 lbs (898 kg) Structural Member CONCRETE DECK Calculations prepared by David Hankins *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com CMC's' 'I Aux Power Cates FACP Calc i SIC Ca lc NAC Circuit Load, Voltage Drop & Battery Load Calculations APS -C Compactor Level Horn/Strobes 56-5495 (Aux Booster PS) Pat 1: Desdp0ore Output Type »> Stadby. Alarm: CUM IdeMers. 041,181 0040082 Cutter 83 Olpul Md NAC Sync NAC Syn.' NAC Sync NAC Sync NC -1 NC.2 NC•3 NC -4 Total City P2W P2W P2W P2W P2W Wall Han W Strobe se, et 15cd Wall Han ./ Strobe set at 300d Wall Hoon 91 Strobe set P 7504 wall Horn 00 Strobe sel at 9504 .. Wall Han W Strobe set at 110cd 0.0000 0.0000 00000 0.0000 00880 0.1120 0.1660 0]90° 0 2100 5 3 3 2 9 u" SW SW SW SW SW Wall Strobe set 0015rd Watt Strobe se at 3004 Wall Strobe set at 7591 Wall Strobe se at 9504 Wan Strobe set at 110c4 0 0000 0.0000 0.0000 0 0000 00710 00360 0.1530 0.1760 01950 2 2 0 PC2W PC2W PC2W PC2W PC2W Ceiling Han W Strobe set at 1500 Ceiling Han ed Strobe se, a 30cd Ceiling Ham W Strobe set at 7504 Calms Han,/ Strobe seta 95d edhng Hooted Sete ser at 11000 0.0000 000011 0.0000 0 0000 0 0000 0.0860 0.1121 01680 0.1900 0.2100 0 0 0 SCW SCW SCW SCW SCW Celine Strobe set at 1504 Ceiling Strobe set at 3004 Callon Strobe set 417500 Ceiling Strobe sera 9500 Ceiling Strobe set at 110cd 0.0000 0:0000 00000 00000 00000 0,0710 0.0960 0,1530 0,1760 01950 0 Semi /NC/erre 0 0 Serer!l'l•Deere c .e..w'UV,a.:re wrd •;q+frs.xr 0 M Devices per Craft: Total Standby CUM Calculated Amps (3)' 0.600 Total Alam Cr0ua Calculated Amps (1): Wire Gauge Used (005): Crest Length (H) Estimated Volage Drop (dc): Estimated EOL Voltage (dc): 1) Current Draw Measurement based on: UL1971, 16-33V, FWR Input, Hitt 118 Tempora Patten 2) Oade0NWP [Sevres have the same Measured Current Draw as the Indoor Devices and MAY not listed sensately above. 3) When the APS is continued kr 'Doers'. Output 44 shuts dawn on loss of AC Poser. Therefore no 'Staub( Cured Draw is 14x008 9 0.000 1.558 14AWG 300 2.43 21.51 7 0.846 14AWG 150 066 23.34 0.000 0.676 l4ANG 150 0.53 23.47 20 0.000 0000 14AWG Ckt 182 2,404 CM 384 0.676 000 24.00 Taal Anps 3.060 BATTERY LOAD CALC for APS -C: Hous StarroSy: 24 Mares Alarm: 5 Backup Generator? Voice Evacuation? Merry, Yes No No MAXIMUM CHARGER CAPACITY IS: 3541 Total Standby Cured' Total Alam Gwent 0.0300 3.1100 Total Amp Haus Regaled (AH). Total Amp Minutes Replied (OH): Mirimun Battery Size Needed (AH): Battery Depletion Fa04e Actual B0ney Size Required (AH): 07 03 1.0 36% 1.3 Total OH Rated Batteries Supplied: = 8.0 APS.1A Circuit Identi Ou40 at NAC Sync N1A-1 ens: 041M2 NAC Sync 510-2 Outputad NAC Sync N1A-3 5404 Me NRC Sync NIA -4 Total O9' lipping Floor HornIStrobes 51(-5490 (Aux Booster PS) Output Type »> Pad8 Description Standby. Amps: P2W War Hem W Strobe set at 1500 00000 00380 P2W Wal Horn el Strobe set at 30cd 0.0000 0.1120 P2W WaN Han W Strobe sal at 7504 00000 01680 P2W Wal Horn 0/ Strobe seta 95040000. 0000.. 00000.... 0.1900 ... .. 1'27! Wel Ham xi Strobe seta 71004 00000 0.2100 0000. _. 1 ... 0000. 000.. 0000 ... 0 0. 0 ....0 -1 SW WalStrobe ser al 15M 0.0000 00710 SW Wal Strobe set 01300A doom 00960 SW Wed strobe set at 7500 0.6000 0.1530 SW WaN Strobe set at 9504 0.0000 0.1760 ... SW Wall Strobe set at 11004 00600 0.1950 . .. 0 0 0 0 0 PC2W Ceiling Ham W Sade an al 15cd 00000 00880 rg HSadesn 4 0.0000 0.1120 at 30 PC2W CCYan W .. PC2W CeilingHum WStrobe sot at 754 .00000 0.7680 PC2W Cnhn9 Han Wstrobe ser 41954._. 00000 07900 PC2W Ceiling Hanad Strobe set at 1 10c 00000 02100 - 0000 G . 0 .-000 0_. 0 SCW ening Sheba set at 15cd 0.0000 0.0710 SOW Ceiling Strobe seta 3000 0.0000 50360 SCW Celine Strobe seta 75a1 0.0000 0.1530 SCW Cairn Strobe set a 9504 00000 0,1760- SCW Ceiling Strobe seta 11004 5.0000 0.4950 - 0 0 0 0 P2WH WaN Han W Strobe set at 1770d 0.0000 0.2580 P2WH Wal Horn W Strobe seat 11500 00000 02650 t010 _.. _.. ... ... 0.0000 0 Horn Strobe .000 .,. .. 0 PC2WH Ceiling Han WStrobe ser at 1774 6.0000 02580 PC2l4HCeihrrg Horn W Sate Beret 1854 00000 02650 _ .._ _ __. _.. or.H.f dl 2 2 000 0.. 1 2 1 2 1 _. - 2 0 0 5 0 8 0 Scin/:Po'Uatrts @hIb^ Y'ta ._.. rk:r; 1/00ix -diexYr,`i' Ck:x.. .. .. . 0000 ... 0 p 0 M[Sevres per Crest Total Standby Circuit Calouated Amps (3) Total Aldan Circuit Calculated Amps (1) WreGauge Usal(eve) Cicui Length (8) Esbmatd Voltage Oft (d0). Estimated EDL Voltage (do) 1) Cured Draw Measurement based on: ULI971, 16-33V, FWR Input, High it 8 Temporal 2) OuldaoNVP Devices have be same Measured Cured Draw as the Indoor Devices and MAY 3) Wren the APS A configured for 'Doors', Output 44 shuts down on loss of AC Paver. Therefore 5 3 3 3 14 0.000 1.2700.795 ... idAW 300 0,000 . .- I4AG 1/AWG 350 0.606 0.795 14AWG 455 0 0.030 0755 74AWG 550 Ckt 182 2.065 CM 384 1.590 1.98 22.02 145 22.55 1.66 22.14 227 21.73 Tad Arps 3.655 [Alen not lisle scyaatey boo,. os 'Standby' Current Draw is shown BATTERY LOAD CALC for APS -1A: der not rated epeatey above, foe no'Sta rby Curren paw is shown Total Amp Hours Required (AH)' Total Amp Minutes Regrrd (AH) Minimum Balery Size Needed (AH) Battery Depletion Faaar. Actual Bantry Size Requid (AH). Rated Batteries Supplied: _ Total Amp Hours Required (AH). Total Amp Minutes Rendre! (AH). Minimum Battery Site Needed (AN)' Batley Depletion Factor Actual Battey Size Requied (AH). Rated Batteries Supplied: _ Hours Slandsy: 24 Total Standby Current 0.0300 Mares Alnm. 5 Total Alarm Current - 3.6850 0.7 03 Hous Stanoby: 24 Total Standby Current. 00300 Minutes 0100: 5 Total Alarm Cunent 1.6200 Total AH 1.0 Backup Generators yes Voice Evacuations No - Mataryr No 0.5 30% 1.3 MAXIMUM CHARGER CAPACITY IS: 35A11 30% 1.1 I 8.0 APS -2 Level 018 Level 02 Admin Horn/Strobes 66.5495 (Aux Booster PS) Pat M, Description: 0mput Type 0,0 Stanoby: Alam: Cleat Idenelers. Oapd 01 Output 42 Capt 43 0eer 1,4 NAC Sync NAC Sync NAC Sync NAC Sync N2.1 N2.2 N2-3 N2-4 Total Sly P2W P2W P2W P2W P2W Wall Horn W Strobe set a 15cd Wall Han W Strobe set at 3004 Watt Han W Stm1e set 8 7504 Wall Hon W Strobe sad 95cd Wall Ham W Strobe set at 11004 00000 00(00 00000 0.0000 0.0000 00800 0.1120 0._1680 0 1900 02100 2 2 2 6 4 7 0 2 SW SW SW SW SW Wall Strobe set et 15cd : 0,0000 Wall Strobe set et 3004 0.0000 Wall Strobe se, et 7504 ... ........ 90000 War Strobe sol at 95cd , 0.0000 Wal strobe se at ilScd 00000 00710 0.0960 0.1520 0.1700 0.1000- 2 3 4 4 13 0 PC2W PC2W PC2W PC2W PC2W Ceiing Han 01 Strobe set at 15cd Ceiing Han ed Strobe set at 30cd Celine Han W Strobe set at lSod Ceirg Hanel Strobe set al 95cd Calling Han W Strobe seat 110cd 50000 0 0000 0.0600 0.0000 00000 0.0880 0 1120 0.1660 0.1900 0.2100 SCW Callen Strobe set at 1504 SCW Ceiing Site set at 30cd SCW cglrg Strobe ser a17xp SCW Ceitg Strobe se, at 950h SCW Ceilig Strobe sot d 1100d 0.0000 0.0000 0 0000 • 0.0000 0.0000 0.0710 00960 01530 0.1760 0.1950 72WH Sekr:tAniDetice. Sekc14^/Souuo:. Tr Al, s_ Wal Han ed Strobe set al 1B5d 00000 02650 -fez? rL5'iwae: 5r1'?IArS':lriHrc Socuf NV Devon pe CamL. Taal Stay Circuit Calculated Amps (3): Total Alam Crud Calculated Amps (Q. Wse Gauge Used (aye). Cx0u1 Length (ft)'. Estimated Voltage Drop (dc). Estimated EOL Voltage (tic): 1) Cured Draw Measurement based on. ULt971, 16-337, RNR Input Hier de 8 Tenpad Patten 2) OutroodWP Devices have the same Measured Cared Drew as the IMoa Devices and may not Need sepaatey above. 3) When the APS is continual for'Doas', Output M4 shuledasn on loss of AC Power. Therefore no'Slandly' Cured Draw is shown 7 0000 0.943 14AWG 150 0,74 23.26 10 0000 1.215 1401AG 250 1.58 22.42 10 0.000 1.070 14AWG 150 0,83 23.17 36 0.000 0.787 14AWG 150 ad 182 2158 CM 384 1.857 061 23.39 Told Amps 4.015 BATTERY LOAD CALC for APS -2: Hous SteMay..,., 24 Minutes Alarm: 5 Backup Generated Yes Volae Evacuation? No Miley? No MAXIMUM CHARGER CAPACITY IS: 350(4 PANEL REQUIRES AN ADDITIONAL CHARGER Total Standby Current: Total Alam Current: 00300 4.0450 Total Amp Haus Reamed (A19 Taal Amp Minutes Requied (AH): Minimus Buttery Size Needed (AH). Battey Depehm Fatter Actual Battery She Required (AH, 07. 1.1 30% 1.4 Total AH Rated Batteries Supplied: _ 8.0 APS -1B Circuit !deters: Outpul Mt NAC Sync N1B-1 Outpa M2 NAC Sync N10.2 Oulp0M3 NAC Sync N1B-3 Output 44 NAC Sync MBA Total Sly Tipping Floor Horn/Strobes S6-5455 (Aux Booster PS) Output Type as> Part it. DesaySon: Standby. Alarm: P2W Wal Han W Stem set al 15cd 00000 0.0880 P2W Wal Ham W Strobe set a 3004 0.0000 0.1120. ... _.._ P2W oval Nan 0/ Strobe snat75cd :0.0000 01680- P2W Wal Horn ie Strobe setat 9504 ... 0.0000 01900 0100 ... 0000 .. P2W Wall Han W Strobe set 411704 1 00000 02700 - .. ._. ... 0000. ..0000. _ ._.. -' -- - 0 0. - 0- 0 SWWal Strobe set at 15cd 00000 00710 SW Wal Stelae set ai3ocd 0.0000 0.0960 SW Wal Strobe set at 75ed. 00000 0.1530 SW Wal Strobe set at 9544 00000 0.1760 _ SW Watt Strobe sal et 17044 00000 0.7950 . .. 0 0 - 0 0 PC2W Ceiling Han W Strobe ser at 1Sod ' 0.0080 0.0880 _.. .. 0000 0000 0000... PC2W Celina Han WStrobe ser et 304 00000 0.7120 PC2W Ceiing Hom 0/ Strobe set at 7504 00000 0.1680 PC2W Ceiling Horn W Strobe se,et 954_- __ 00000 01500 PC2W ening Hamad Strobe ser at 11004 :. 0.0000 0.2100- - --- ... ----- 9 __ ... 0 0 = a -0 SCW Ceiling Strobe set at 1504 0.0000 0.0710 SCW Ceiing Strobe set at 3004 0.0000 0.0960 SCW CeArg sauna set at 760.0.0.0ooa 0.1530 SCW Ce9rg Strobe set at 9Scd ....0.0000 0.1700. SCW Cad rp Strobe set at 1100 .. 0.0000 01950 - P20114 Wel Horned Strobe set at 17704 - 0.0000 02580 P2Wr1 Wa/Han xi Strobe set 0.0000 0.2650 00 00 000 .. .. e ........ ..._ .. .. PC2NM Celine Manta Strobe ser al 1774• 0 0 0000 02560 PC2WH 0eii gHomWStrobe ser at 1e5001 • 00000 0.2650 1 _........-. 2 3 ......._... - _ ... -. ..._ 0000 ._.. rk:r; 1/00ix -diexYr,`i' Ck:x.. .. .. . 0000 ... 0 .. 0 0 M Devices per Crtut Total Stareby Cleat Calculated rings (3). Total Alarm Circuit Calculated Amps (1) Wm Gouge Used (deg) CrcuY Length (ft)' Estimated Voltage Drop (d0): Estimated EOL VOIage(dc): 1) Correa Draw Measurement basal on. ULI971, 16-33V, FWR hpa. High cls 8 Temporal P 2) OutdoarPNP Devaes have the same Measured Current Draw as the Indoor Dentes and MAY 3) When the APS is coagued fa'Doors , Output 04 shuts down on loss d AC Power. The 3 3 0 0 6 0.000 0.795 14AWG 450 0.000 0,795 14AWG 300 0.000 0.000 14AWG . 0 0000 0.000 149003 0 Ckt 182 1.590 CM 364 0.000 1,86 22.14 124 22.76 0.00 24.00 000 24.00 Tad Amps 1.590 der not rated epeatey above, foe no'Sta rby Curren paw is shown BATTERY LOAD CALC for APS -1B: Total Amp Hours Required (AH). Total Amp Minutes Rendre! (AH). Minimum Battery Site Needed (AN)' Batley Depletion Factor Actual Battey Size Requied (AH). Rated Batteries Supplied: _ Hous Stanoby: 24 Total Standby Current. 00300 Minutes 0100: 5 Total Alarm Cunent 1.6200 0.7 0.1 Total AH 0.5 Backup Generator? Yes Voce Evacuation? No Mabee No 30% 1.1 MAMMUM CHARGER CAPACITY IS: 35AN PANEL REQUIRES AN ADDITIONAL CHARGER I 8.0 FOPS Calc 0411-1000 Engineering Fire Revl.xlsm loft - F -%I FIRE PROTECTION, INC. PO BOX 12642 MILL CREEK, WA 98082 [425) 290-9600 OR 1-800-681-1125 FAX [425) 353-4546 May 23, 2019 CITY OF TUKWILA - PLAN REVIEW RE; AES WIRELESS COMMUNICATOR INSTALLATIONS Fire Protection, Inc. has been hired to install (2) AES Wireless Communicators, (1) in the Bow Lake Transfer Station Building and (1) in the Bow Lake Transfer Station Pit Building. The AES Communicators will be tied it into the existing fire alarm systems. The AES's shall be installed per City of Tukwila's requirements and the manufacture's specifications. The systems shall monitor by zone and separate trouble signals. Monitoring shall be provided via AES Radio that will transmit all signals to a UL Listed Central Monitoring Station. A full pre-test shall be conducted and completed prior to calling the AHJ for acceptance testing. A radio path report will provided to the AHJ prior to final inspection INSTALLATION COMPANY Fire Protection, Inc. 1730 Gibson Rd. Everett, WA 98204 WSCL# FIREPI*021ML UL CERT #608242-002 JOB SITE ADDRESS Bow Lake Transfer Station 18800 Orillia Road South Tukwila, WA 98188 APPROVED UL MONITORING COMPANY Alarm Center, Inc./FPI 4300 3rd Ave. SE Lacey, WA 800-429-0991 CONTRACTUAL RESPONSIBLE PARTIES Installation; Monitoring Fire Protection, Inc. Should you have any further questions, please feel free to contact me directly. DAVID MOW - SET, NICET-IV #120904 VP of OPERATIONS/Designer