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HomeMy WebLinkAboutPP - 17035 WEST VALLEY HWY - HARNISH GROUP INC - PERMITS AND PLANS17035 WEST VALLEY HWY ASSOCIATED PERMITS 98-5-260 86-5-018 86-UGW- 88-S-093 86-S-017 030 WALTER KIDDE HALON 1301 EVALUATION SYSTEM PREPARED FOR: HOLADAY - PARKS INC. BY: SUPPRESSION SYSTEMS, INC, HAZARD: COMPUTER ROOM. DATE: 12/19/1985 INPUT SPECIFICATIONS VOLUME OF HAZARD OPERATING TEMPERATURE DURATION OF LIQUID PHASE DISCHARGE* CONCENTRATION AT END OF DISCHARGE TIME TO MAINTAIN CONCENTRATION CONCENTRATION AFTER MAINTENANCE VENTILATION RATE SYSTEM CHARGE PRESSURE CYLINDER MATERIAL PIPE SCHEDULE** FITTING TYPE NUMBER OF CYLINDERS SIZE OF CYLINDERS ���°' � n Y� 18525.00 '7O^0O 10.00 5.10 6OO^OO 5^1O 0, 360 STEEL 40 THREAD 1 7^858O DERIVED SYSTEM VALUES TOTAL HALON WEIGHT REQUIREMENT TOTAL LIQUID PHASE FLOW RATE* NUMBER OF CYLINDERS SIZE OF CYLINDERS CYLINDER FILL DENSITY HALON WEIGHT PER CYLINDER AVERAGE CYLINDER PRESSURE CYLINDER PART NUMBER PERCENT OF AGENT IN PIPE TOTAL PIPE VOLUME CONCENTRATION AT END OF DISCHARGE 388^97 34,58 1 7.8580 49,50 388^97 267.88 899200 26^73 1^3767 5^1O frle-~ -." CUBIC FEET• DEGREES FAHRENHEIT SECONDS PERCENT SECONDS • PERCENT CUBIC FEET PER SEC POUNDS PER• SQ INCH CUBIC FEET POUNDS POUNDS PER SECOND CUBIC FEET POUNDS PER CU FOOT POUNDS POUNDS PER SQ INCH PERCENT CUBIC FEET PERCENT *: FLOW RATES ARE BASED ON THE LIQUID PHASE OF THE DISCHARGE ONLY,PER NEPA 12A WALTER KIDDE HALON 1301 EVALUATION SYSTEM PACE NO. PREPARED FORHOLAIIAY •• PARKS INC. BY: SUPPRESSION SYSTEMSy INC. HAZARD: COMPUTER ROOM DATE: :12/19/1985 F'IF'E INPUT .SPECIFICATIONS SECT NPS K L DM ND F`C NR TT ST EL SV EF LR GV CV LEM VL 2 1. ' . 000 1 .00 0 .1 0. 0 .0 0 0 0 0 0 0 0 0 0 14.9 .03 :I. 2. 2.000 1.000 2.0 - 0, 0 .0 0 1 0 1 0 0 0 0 0 0. 0. 0 2 3 2.000 .834 21.0 5.0 0 .0: 0 1 0 3. 0 0 0 .0 0 0. 0. 3 4 1.250 .359 18.0 0. ? .48 1 0 1 1 0 0 0 0 0 0. 0. 3 i 2.000 .47 ; 18.0 0. 2 .48 1 0 0 2 0 0 0 0 0 0. 0. jj 6 .150 .166 22.5 -6.6 0 .0 0 1 1 3 0 0 0 0 0 0.. '0. 6 7 .750 .083 15.0 0. . 48 1 0 1 1 0 0 0 0 0 0. 0. 6 8 4750 .083 18.0 0. 2 .48 1 0 0 2 0 0 0 0 0 0. - 0. i �� � - w�^ L� . WALTER KIDDE HALON 1301 EVALUATION SYSTEM ^ PAGE NO^ T . PREPARED FOR: HOLADAY - PARKS INC. BY1 SUPPRESSION SYSTEMS, INC. ~ 411 _ HAZARD: COMPUTER ROOM DATE1 12/19/1985 PIPE LAYOUT REQUIREMENTS • PIPE EQUIV. ' PIPE ' FLOW / STATIC FLUID> �� =, SECTION LENGTH LENGTH SIZE ` RATE , PRESSURE DENSITY ---- | �� ~� 2 1 ^1 15.0 2^000 34.580 262,9 87^246 1 2 2,0 11.0 2,000 34^580 258^9 84.912 2 3 21,0 41,0 2^000 28^840 246,9 78^084 �� �� 3 4 18.0 29,2 1^250 12.414 235^0 71,602 3 5 18.0 29^0 2,000 16.425 245^3 77.214 2 6 22^5 35^0 °750 ' 5.740 214^9 61,216 �� ~� 6 7 15^0 21,7 ^750 2,870 205,0 56^349 6 8 18.0 22.4 ^750 2.870 205^0 56,34? Ld .�� G WALTER KIDI'E HALON 1301 EVALUATION SYSTEM PREPARED FOR: HOLAtAY - PARKS INC. BY: SUPPRESSION SYSTEMS, INC. HAZARD: COMPUTER ROOM TiATE. 12/19/1985 0 NOZZLE REQUIREMENTS c) PAGE NO. 4 PIPE *PIPE CALC. NOZZLE *PIPE • NOZZLE 0 � SIZF. NOZZLE ORIFICE THREAD PART NUM SECTION.. ..... CO 3 4 1.250 .728 .734 1.000 29474358 3 5 2.000 .812 .813 1.000 29474361 f 7 .750 .386 .386 6 . 750 294742 34 0 6 8 .750 .366 .386 .750.. 29474234 *NOTE •- IF PIPE SIZE AND PIPE THREAD DIFFER, AN ADAPTER IS• REQUIRED d'1 .Y� WALTER KI1LILIE HALON 1301 EVALUATION SYSTEM PREPARED FOR: HOLAI AY - PARKS INC . BY: SUPPRESSION SYSTEMS, INC.. HAZARD: COMPUTER ROOM DATE: 1.2/1.9/19£35 P:CPE AND FITTING SUMMARY' (FOR ESTIMATING PURPOSES (ONLY} PACE NO. 5 PIPE TOT(!I... UNIT TOTAL 90 DEG 45 EIEO LONG GATE: CHECK STOP SIZE LENGTH WEIGHT WEIGHT TEE EL.BOW ELBOW EL.BOW VALVE VALVE VALVE .75 55.70 1.130 62.72 0 6 0 0 0 0 0... 1.25 1.8.0 0 2.272 1 40.90 J 6 0 .LL 0 0 0 0 0 0 /0t 2.00 41.10 3.652 1'50.10 1 00 0 *MOTE ._. •rEE:: LISTED WITH SIZE OF LARGEST PORT. FOR OTHER PORT SIZES REFER TO TABLE OF PIPE LAYOUT SPECIFICATIONS. U AN 000 000 CO rsi 00 0 000 000 moor. 0 00 000 0 0'J 000 ) .• N• AN ON 000 n N S 000 000 W_ • 0 0 0 000 000 5 = )145' ws 3 O 3.11 4jt Z o 9 W O .A N orn 000 • 000 Pressure psi N w .A V1 01 J CO 'O 111 0 • 0 Vl 0 0 111 1.11 0 03 0 l 4 J mold 1v401 Cil N Za O -3 • A.) r• rt N N co 71 :ssa.-ld oflP4S D N • 111(11(1 1111 IIL1 till lll1 1111 L11111111111_11111111 L1111111 1111 1111 Illi 1111 1111 1111 iiii 3 11 0 N O 0) r• :ssa,ippd 0 0 o a rt r+ (D Z 3 s_ `D r n rt z O qTRACT NAME SHEET I OF� STEP NO. NOZZLE IDENT. AND LOCATION FLOW IN C.P.M. PIPE SIZE PIPE FITTINGS AND DEVICES E UIV. Q PIPE LENGTH FRICTION LOSS P.S.I./ FOOT PRESSURE SUMMARY ' NORMAL PRESSURE NOTES a v u a -Fle°n1_ ``( /,204 t3G-P1,1Z lir", q - L Pt/c/.37 Pr -. r. F 0 r'1'`' Pe Pv Q 330 '5 T 1 S .093 Pf /...4j'6 Pn ' I 2 � ?3 52 y � I 9 L Pt 2O„'72 Pt 4? r3 4 3t4 F pe Pv G � Q � T/ 69 2 Pf i. 1 6 P ±Z 1-4 r, Soo .t) s 0-1a • 40 q (� L-/ S'/ , /0,3 Pt2+ , 2 P AT /34. -t 9012 F / 0 I Pe%0. 31 Pv 2'/ Q6#` T2c'"'Z Pf 2/, OS' Pn q UCC c.d. L 320 •Pe ,p/ Pt_` 'I 'ti Pt 47 r'4._Z}0312 -(r F /4i3 Pv Q•64(7 z64r T46 Pf 4.,C3 Pn i.los q 2 50 L Pt45 ' Pt 4 f ef/` F Pe Pv Clv�t� c f f T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn , L Pr . Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q• T Pf Pn q L Pt Pt F Pe Pv T Pf Pn q L Pt Pt F Pe I Pv Q T Pf Pn• I I N I010 Pt The Viking Corporation Hastin¢s. Michigan Litho in U.S.A. Form 3017-H8 CONTRACT NAME V CI SHEET 2- OF STEP NO. NOZZLE IDENT. AND LOCATION FLOW IN G.P,M. PIPE SIZE PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH FRICTION LOSS p•S•I•/ FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES gyro kr REF. STEP 9 L Pt 7,2)4. Pt F Pe Pv p Q /4• / � T 6 ,0%6, Pf 4/ G Pn q /5 L Pt 7, 4/ Pt F Pe Pv Q3' 3 1 T r ,2s)/ Pf 7, 2S Pn 17, C 9 L . Pt 7, 7 / Pt F Pe Pv Qy.3 /4 Ts ,/73 Pf , $ 7 Pn q 1A'• 4( 11g L . /y s' Pt/d , -s- 2 Pt F Pe Pv l Q T G. Pf S Pn q / Ci, ( Z L . .v7 PO, '77 Pt . • • F Pe Pv Q �S.y T ‘ Pf •`1ZPn 0, 5 9 L ,/ U r-- Pt )f, Pt F Pe Pv Q /U AZ T .6 Pf , G 1 Pn +2(> 9 a L ,/y 2 Pt/Z, SCS Pt F Pe Pv Q /Zy,c, T G Pf , s Pn 20.( q L' . / 81 Pt13.35Pt F Pe Pv Q/-5-, .5 T ` Pf / , / 2 Pn 2/. S 9 L Pt/el. `/7 Pt F Pe Pv /G� Q O G. T ( ,2,e4 Z Pf / • tit. Pn q 22, S L l Pt G, j 3 Pt 7_ F /V Pe Pv Q 1 ?. ' ' a • T 7' . 3 o `� Pf 3. 39 Pn 9 L Ptlei»3:2Pt AT MA '/A) F Pe • ' Pv -Q T. ., Pf , --• , Pn Pt i The Viking Corporation Hastings, Michigan Litho in U.S.A. Form 3017 -HB CONTRACT NAME SHEET OF -G STEP NO. .NOZZLE IDENT. AND LOCATION FLOW IN G.P.M. PIPE SIZE PIPE FITTINGS AND DEVICES EQUIV. PIPE LENGTH FRICTION LOSS p.S.1./ FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES REF. STEP I gL.� q IA L ,o2k' Pt/0..20 Pt F Pe Pv Q 1.8 .0 T k Pf • .22 Pn /8 Z q do L ,/03 Pt /0'4.1 - Pt F Pe Pv Q 3‘.. 2 T 3 Pf , E(2- Pn q /S/' / r/ 1 (Q L ,22: Pt / 1 . 2. 4/ Pt F Pe Pv _ Q�� r T 5 Pf ft• 1 1 Pn 19. 9 q L ,/eL Pt 1 Z. 35 Pt. F Pe Pv Q 75 Tg' Pf f • L/`i Pn q 2 I /Z • L , 2941 Pt 13.2 y Pt . F Pe Pv p/ Q l la T % Pf i 7 (O Pn q 22.3 t L ,/ZZ' Pt/5,G c Pt F Pe Pv Q85'•3 T5 Pf °64/Pn q 2 Z z LS .07 Pt /l'lc( , Pt T FIV Pe Pv Qiqi, 1 •Ti 5 Pf 2, 66 Pn . q L PtI8,.q(O Pt AT ARA/U - F Pe Pv Q T Pf • Pn q L Pt Pt F Pe Pv Q T Pf Pn .q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn I I /,�� I, Pt The Viking Corporation Hastings, Michigan Litho in U.S.A. Form 3017-H8 CONTRACT NAME SHEET ' OF O Z �y Lt, N NOZZLE (DENT. AND LOCATION FLOW IN C.P.M. • PIPE SIZE PIPE FITTINGSLOSS AND DEVICES EQUIV.FRICTION PIPEp.S.l.� LENGTH FOOT PRESSURE SUMMARY NORMAL PRESSU NOTES )/d• 5a/ a v� LL a L G' Pt?,40 Pt T F )5 Pe Pv Qg,/ ( TIH .GgZ Pf / # b / Pn /6„6 L Pr . I. Pt '4 : S. 35,914, F Pe Pv 33,2 //�� T/ 3 ,08-4 Pf 1. 1 2 Pn / 7, `7 q L Pd0, 5 3 Pt Q$0,9 , ' F Pe Pv T , S Pf .O.S Pn q r7: i L , / SS' Pt/095,Pt F Pe Pv Qd St', (, T / 2 Pf 9 0 Pn q Z0, 3 2 L ,075-••7 Pt 12, h"2' Pt F Pe Pv Q ? r,9 T 9 - Pf , (, S' Pn • .0, Y q .. L , / /2 Pt (3 5C Pt F Pe Pv /f, Q .7 T , - Pf / ,Q i Pn q 2 i 6 Z L , /7 Pt) 4f, 3 7 Pt F Pe Pv )3/.3 Q T % Pf % , (.-l/ Pn 22, L L , 2oSi Pt 8:5. 9 ,i Pt F Pe • Pv QJ 5S ,9 Z T'` Pf 1. ?e' Pn • /1, 9 L4,5 1)t)7 6 Pt "T"- F/0 Pe Pv Q +?7 z' T/4-1,5 ,27Z Pf •,a�,1 Pn q L Pt 2/, s 2 Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn \,I I [41 x.[01 Pt _. The Viking Corporation Hastings. Michigan Litho in U.S.A. Form 3017 -HB CONTRACT NAME SHEET g OF 4 Z w H NOZZLE IDENT. AND LOCATION FLOW IN G.P.M. PIPE SIZE PIPE FITTINGS AND DEVICES E UIV. Q PIPE LENGTH FRICTION LOSS p.S.l./ FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES //2 , r a - 1y Lu V) a • 131--4( q L Pt G', 5 D Pt F Pe Pv Q/.S I T 8/ ,Dqc--( Pf ,.7 5 Pn o f% G I L ,3SG Pt /, t, 5 Pt F Pe Pv. QJ7, 4/ T ' Pf 3.ZO Pn q 20,3 /4 L , 2_ Pt/2, K5 Pt F Pe Pv Q .S�% 7 T q Pf i, S1'0 Pn q 2 / , i/ L ,/73 Pt )4f, G I Pt F Pe Pv Q'7 3 T 9 Pf /..1W Pn q . / z, 9 /'/ L / ,5 ,3/3 Pt/6.,31 Pt . F. ' Pe Pv Q”:,%.2. T/Z.,5 Pf 3, t q ( Pn q L PtaO, 3 O Pt 41 9(44/� F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn • q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn a Pt The Viking Corporation Hastings, Michigan Litho in U.S.A. Form 3017 -HB CONTRACT NAME SHEET 4, OF 6 STEP; NO. NOZZLE 6DENT.-- AND LOCATION FLOW IN C.P.M. PIPE SIZE PIPE FITTINGSPIPE ANDDP.5.1./ DEVICES E UIV, LENGTH FRICTION LOSS FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES /O REF. STEP (34.-.5 q / 14 L , / 2 c( ,)Z... Pt/2,oQ Pt F Pe Pv Q/7, S T a L Pf , 91 Pt /2, q % Pn Pt • q a F Pe Pv Q3Cisg T E-, 6 Pf /, py Pn q 2IAZ. //,-) L • Z.69' Pt/4' 3 Pt F Pe Pv Q 6,1 .40 T 1 5 Pf I-/, G y Pn q 47/ ,�2 L , 23 5 Pt i,,01 Pt i F Pe Pv Q 8 T ? • Pf `l', /0:'S Pn 2 5 q Z L 3 ,, //6 PO 7.2, Pt ,; , T F PO Pe Pv Q 1 0 T l 3 Pf /. 4(C Pn q' L • Pt,2/' (' Pt 4-7.—XA-; , F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn • . q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn q L Pt Pt F Pe Pv Q T Pf Pn Pt The Viking Corporation Hastings, Michigan Litho in U.S.A. Form 3017 -HB TO 74S. 1 �f vlC CDLc_t A'? ..5' "7"""E/"c.__. "I C1 -[E-1 -_COALS ':::=a:7'4 ..H C-'"/ZCT E'". -T/6., _C w 0 0 J U Z a -J 0 CD J _J Q LLJ 0 CY LLJ z A , i W _ -... _�. A yid. 4f „j 'a6 co ... THS ,AF Y1E L INC. 0- -31IJTIPLUCILE; S RE€T P F1 T30r Z1T14 . SEPTTLE,. W7y 981081 O i o rc LJ,-- J • i4 L - CIL ligAFETTInoRk.,1] C) hP. °z z/•O- 9 / • ,l i( J LL 1 _ Li -Y ACCEPTED Without Comments (] As Noted In Red O 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 ,1 standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after tnis 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 i The Tukwila Fire Prevention Bureau. Date: M/ 7/f) By: f' TUKWILA FIRE: DEPARTMENT Please call: 575.4407 and give this job No. 93 -S' ..GO and exact address for shut+ down or restoration approval. - r- - }Jaw oFFlc-C{fMEZz. n.DpITlot1 FIRST FLOC*- ALAN l LPL, t• tgo,J BKT ItJra 2„4 4rJ0 WALL �-t1Ezz. FLooIZ MEZZ. Fa 'Ec T t0 1.1 "A" _ I/4►,• i' -pal - 5EC ! 1Oir IMI 18 1988 25111117-1 ACCEPTED. 4D` D Re-oticGR WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been re✓iewel and accepted by the City of Tu; aila Fire Dept. Additions, deletions 1 or re,izions to these drawings after thi date ✓cid this acceptance and will req Aire a resubmittal of revised drawings. Fi 1 1 arc -Mance is subject to field- ins^c iDn oy a representative of this do Ent (j DATE- S ZG-4 BY a CITY OF TUKWILA 523 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job and exact address for shut- down or restoration approval. APPROVALS COORDI NATION HYDRAULIC DESIGN DATA HANGERS HEAD COUNT tT - IS 1 M - OWNERS RESPONSIBILITY TO PRO- - VIOE ADEQUATE -MEAT TO - PREVENT FREEZING THROUGHOUT - WET - PIPE SPRINKLER SYSTEM -AREAS ANO IN ENCLO* SURES FOR DRY ' PIPE ANO OTHER TYPES OF VALVES CONTROLING WATER SUPPLIES - - TO _SPRINKLER - - SYSTEMS ORGANIZATION CONTACT COMPANY CONTACT ALL - THREAD ROO HYDRAULIC DESIGN DATA SO FT/HD 2 U -HOOK [-CLAMP 6 NUT A WASHER SPRINKLER ORIF DROP SO F T HOSE ALLOW 0 EYE-ROO`I TOTAL SYSTEM REQUIREMENTS S U -BOLT ;E 6 PIPE STRAP SYSTEM TYPE BRACKET) STATIC PRESSURE PSI WITH 0 HILTI SHELL E HILT! STUD F - LAG BOLT Cascade Fire G ROD COUPLING H WING TOGGLE GPM FLOWING 9 SPECIAL SIDE IM SAKI 1)t3 So. G KENT, WA b5+. !0281 RAL , 6UITE 'G' ibonn CONTRACT NAME IJP 1A44 I IJ ERY Co. 170313 W. - vAt.t.EY 4wY. T1JKwlLbE VIIh514IN6iTot4 DATE1 r?- lo- $ , CONTRACT WITH EvERCaRGEt4 STATE. Go1Jear. P o. i3o,c L 3o REtJTot4. WA. 91,01 PRE - ACTION )SEE DETAIL) f 17035 W VALLEY HWY 88-S-093 g • r 0 9 --+gip — — — — --t t----f- FE- PAGE. bet '-r. AJS °3 0EAflS M' 511oW14 .9 I I - I'/41 — _.........1 t.,..... - - - - --+ • (4-�) 1114 .1''4 1 •f•-- • t 1 10-o - _-1 FIRST FLooK FLAN ID. me -tee 15 NoTE: I> ALL e: / L's TO ma 5 Lo PE P I/z" 1 N toe, 2'). P.L.L. MAINS ro 15e ''Lope I/4" !tJ IQ'. SEc.OND ,LoofZ PLp,N S+► z I. -all £- iftop 15141% --`� C • MP. It -1 R4� 1• IRo4 EKT IrITa 2.4 ,vTJP WAIL. .�i HEZZ. FLIE ‘,Ec T1oN Ip\ if11s 11./:\H YA4Rfl 211 CRLWM MP - 5 EC T lokl 1/4us1/.a" 5UILDI!\IG ?LJ'J /I 4ir PETAI L NOTICE IT IS TH1 OWNERS RESPONSI•ILITY TO PRO- VIDE ADEQUATE HE At TO PREVENT FREEZING THROUGHOUT WET PIPE SPRINKLER - SYSTEM AREAS AND IN ENCLO- SURES FOR - DRY PIPE AND OTHER TYPES Of VALVES CONTROLING WATER SUPPLIES _ TO SPRINKLER SYSTEMS I APPROVALS COORDI NATION HYDRAULIC DESIGN DATA • HANGERS ORGANIZATION CONTACT PHONE COMPANY CONTACT PHONE HAZARD CLASSIFICATION SYSTEM AREA ALL -THREAD ROO C- CLAMP CITY ow t.16 F'>. L • HYDRAULIC DESIGN DATA• AREA OF APPLICATION' " CROPJaRY 14 AZ . PtPE. GPMISO FT SO 11 HOSE ALLOW SO T1H0 2 U -HOOK 6 NUT i WASHER GPM 3 COACH SCREW C UNISTRUT NUT HEAD COUNT i SPRINKLER TYPE FIN ' ORIF DROP' CAN TEMP SYM• ' OTY 0 GEM GE 14 1/-211 1JR ►hN 0 2 PG 14.5. 1605' 14 2o TOTAL SYSTEM REQUIREMENTS 0 EYE - ROD 1- S U - BOLT D HILTl SHELL 1 HILTI STUD GPM AT PSI AT 6 PIPE STRAP _ - F LAG COLT SYSTEM TYPE WATER SUPPLY INFORMATION STATIC PRESSURE (RACKET - G ROD COUPLING -PSI • A 14 WING TOGGLE WET •. DELUGE • RESIDUAL PRESSURE= PSI WITH GPM FLOWING 9 SPECIAL SIDE BM •RKT 0 A PRE - ACTION • . TEST TAKEN AT- dY DATE- - (SEE DETAIN (1) HEADER TOTAL TOTAL Cascade Fire Protection Co.- I313 50- GEt 'RAL , 4)t1 ITE 161 SCENT, WA. 9bon CONTRAC T NAME t.14. MAC44IIJERY Co - 1703v) W. vAI.LEY µWY TUtom L.A. - NT4614INTSToN SCALE• }/1j11! I'-C3N DRAWN 17.6. CHECKED. DATE! *5' 10- CONTRACT WITH EvERGRGEtJ - `NATE C.orJ4T. _s go. Poole L.30 RGIJroN, WA. 9 60 51 REVISION! DESCRIPTION ' FFt1:1. REM0DGL 3//. CONTRACT NO- b543 DRAWING I ` OF - I CONNECT 24"CMP TO 24"CP 24" ° ACCESS LADDER STEPS STD GALV STEEL OR ALUM/NUM LADDER STEPS CIC LIFT GATE (CASCADE CULV INO ), 08 IRON BODY, BRONZE- MDUNTED SHEAR GATE (OLYMPIC FOUNDRY), OR APPROVED EQUAL. 8"CMP WELDED TO TEE PLAN VIEW- CB #1 TYPE II -72" SCALE f"=2', OffSET ROUND ,S0110 COVER MARKED "DRAIN" WITH ' LOCK/NG BOLTS. OffSET LID 50 THAT POLLUTION DEVICE /S VISIBLE AT EDGE OF OPEN/NG AND DIRECTLY OVER LADDER TOP ELEVATION. 27 3t CHAIN 5Gn*CAH4C/TY, SLACK WHEN GATE IS DONN ATTACH CHAIN TO CB FRAME �f 05' MIN 1 OVERFLOW EL 25 3 ± (8" ,STRAP PIPE TO CB WALL 05' MAX (2 PLACES) MODEL OR14"RESTR/CTOR (CASCADE CULVERT INC OR EQU/V) NOTE' ALL STEEL PARTS ANO SURFACES MUST BE GALVAN/ZED AND ASPHALT COATED (TREATMENT 1) OR BETTER NOTE IF DISSIMILAR METALS ARE USED FOR THE LIFT GATE AND THE RESTRICTDR TEE + THE JOINT SHALL 8E CRU'LKED PER KING COUNTY Sez !rICAT/ONS of t. s-L'u,.au for classification eti SpnnKrered, •hpwever,pster17 c ang?5,c additions as recommended on the attached sheens) resiiit in improved rates Acceptance applies to plans as DET4s b tted and for construction an occunanc shown hereon Finished "atrorarub Bins or f a fmty.,,c 0/1 /WATER StA14440,ts, approvals and sc9evteuee 'Vats exclusively to retatMK elect of various condut�on; upon'f,'feih"�d ce rates They are not to Ile construed a, brain, in any way upon the qu„tron of whether"dus care" has et en exercised with resp"ct to possible liability for persohttl w'QPN L� Cptt.4.4 , l d��g�y r�,,u4rr damage to property It Is recognized that hazards which mrw ` r<t#It min loss still exist lCt{ z 4` 6t✓eM OF Y ro lar M (40 -LL Tit z rnaelc. ca,rcN e,a',fu 5 )IJT�L IM L'.,1STGL4 Pyp81 f -t C AT -E Peer ec.-ri *4 etwe/t/r CO,tCfert -. frri'I/z D cure r 410AID Poxr CfirfNT 1. COMPACT SU8GRADE TO 95%DENS/IY -III 2'CD,VPT D1 "T,V CLAS) B' IJYf'/ALT CONGPCT6 /Y (ThlMr DCPt,V eiff/ ,'fD Jul/f/ ',*C . TOP CLY/,& 3'12" moor Df'TH CPVJ#(8 Jar/A!'/44 di1,Jf CDU,PJ6 Gd'av&L 841E , C ASY B ' MAY M .PED D PI/NC .biz Co,NO frTifOL2tD CuA'B — "AI'E4/EA/T cf[CT/4N Aar oar M ANTIC/&V20 NflyY TTY/C'K TRefF/C, T1/ICIER ,Q/ID 5U,CF1iC/NG M1,4Y BE REHIRED /N GSE'/VAIG LY NES F. NOCK fzwie//VG 4PE4S. CCWSULT 50/L5 EN611•ICE' FOR' RECOMMENDAT/GW5 45' Ex/STING FRAME AND GRATEJ CURB ADJUSTMENT DETAIL 4 Nrs /-90° ° r FUTURE fOGLINE SEE WSDOT CONTRACT #3018 FOR LOCATIONS FUTURE i0/2'ASPHALT OVERLAY (SPRING 196'6) FACE OFCU88 ADJUST CURB AROUND EXISTING CATCH BASINS PER DETA/L 4' 6' PLANTER WALK SAWCUT EXISTING ASPHALT REMOVE ASPHALT ‘\ AND PLACE CURB /GUTTER DP/ 4" Of 418" CRUSHED ROCK COMPACTED M 95 %, PATCH ASPHALT ALONG FACE Of CURB AND JOINT SEAL ALLOWING FOR FUTURE OVERLAY WSDOT TYPE f 1 "CEMENT CONCRETE CURB (GUTTER MATCH ELEVATION Of CURB TO FUTURE OVERLAY SECTION - WEST VALLEY HW Y (SR 181 APWA PLAN ft /4 8 SIDEWALK OVER 4"Of 5/8"MINUS CRUSHED ROCK COMPACTED TO 95% SEE DETAIL 'A" ' NTS 'RIMEL 273 ---7l/-1/I5//I. N T1/�1TIaIII'1 24"C,P RIF CONC FILLET WI VERT FACE FOR MOUNTING GATE 24"0IA OPENING MOUNT WATERMAN f ID f1RP GATE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS WALL OF C INV 1/915.' 9 55' malb 54" 'WATERMAN' f l0 FLAP GATE SEE DETAIL BELOW FOR RIF CDNC ..V,%` FILLET AND GATE MOUNTING 24"C P' DETAIL - C, B # f:A T YPE IE 54" Nrs 518"x6" ANCHOR oar TO WALL OF M H41 A REQUIRED EVENLY SPACED AROUND OPENING 12' 18' TDP OF PYMT O/TCN GRATE, STOOL TYPE (NEENAH, MODEL R 4342 ► OR EQUAL) ASSOCIATED SAND AND GRAVEL CB /0 OR (911IVALENT /Norm SPECIAL ORDERED TO OBTAIN KNOCKOUT C7Nf/GDRAT/ON SHOWN f PILL BOTTOM 6" WITH CONCRETE GRASS LINED SWAL E 24"D1A • 2 I8' TDP CITATION SHOWN ON PLAN • 44. l GROUT (TYP) /2' 12"C P , IB'DEAO STORAGE SEE CURBING DETAIL At LEFT FOR DRAINAGE OPEN/NGS PROVIDE A STRAfGNT, UN/fORM PAVEMENT EDGE (TrPICAL ) PROVIDE SOD LINING AND 'WORMED AWN A&UAT/CALLY STABLE VEGETATION PER THE LANDSCAPE ARCHITECT'S SPECIFICATIONS SEE PIANS PARKING' LorSWALE AND YARD DRAIN DETAIL IDP OF SLOPE-/ BACK EDGE OF PVMT TOP FACE OfCLh - EXTRUDED COM — 4' I mired STALL STRIPE / PLAN VIEW DETAIL - EXTRUDED CURB & SWALE SCALE BONG CURB TV PAVEMENT WITN EPDXY CEMENT 45o55„a 0 DETAIL -" EXTRUDED CURB WITH OPENINGS FOR DRAINAGE SCALE BOLTS ,' 24"CDNC P 4 REBRR AROUND 0 GATE MOUNT/NG DETAIL -' NTS HOOP MING PLAN \/1E,A/ RESTORE RIP RAP ALONG BANK AND RT DUTfALL TD ICING COUNTY SURFACE WATER MANAGEMENT REQUIREMENTS PLUG EXIST OGrTFALL /Y/TH /2" OF NON SHRINK GROUT ANO COVER W/TH RIP RAP 100 YEAR FLOOD LEVEL AT OUTFALL EL 26'4 (7.84t1 TYPE IT- 72" (SEE DETAIL ) LOCATE OVER EX 5 D TOP e73 24"INV 19.56 f8"/NV 1996 EX INV 19724 (FIELD VERIFY PRIOR TO CONSTRUCTION) APOUTFALL / o. 27^0 FUTURE OVERLAY EXISTING PAVEMENT PROPOSED CURB /GUTTER PL RCE TEMPORARY ASPHALT TRANSITION (TO BE REMOVED FOR FUTURE OVERLAY) DETAIL "A" EX isr/NG ELEVATION (TYPICAL) EXISTING GROUND ELEVATION 26' i -- 10' o 30'LEVEE EASEMENT TOP OF LEVEE EL 273 OUTFALL EL 192? 24"CP c5'f I Jc5 "fA EXIST/NG LIGHT LOOSE RIP RAP BANK RESTORE BANK WITH /'THICK LIGHT LOOSE -' S/P RAP WITH RANGE OF 251r TD 150# ROCK 50%> so # S Cr/ON AA 30%>70* Nrs 10% <25#* 172 t "v C8/4 TYpE II 48" TOP270 18"/NV21/5 , /8"/NV 2165',' .x'65 x+ „ '.P65, /' N 265 YARD DRAIN r. (04) 100 YEAR DISCHARGE IS APPROX 65 CFS 24"1NV 19 27 /0 SLOPE; 'T f 0, C 8#111 TYPEIF 54" INSTRLL FLAP GATE - SEE DETAIL TOP 273 24"INV /9.55 EX/ST PAYE/WENT Ex I2"CP, ' (264) (267 (269) rs 1 (274) (27 (215) cr3� 0 (274) APPROXIMATE LIMIT OF DIRECT FLOODING OF 100 YEAR FLOW (12,000 CFS) 2' WIDE CURB OPENINGS CENTERED IN PARKING STALL (SEE DETAIL)AND AT EAST AND WEST END OF PLANTERS \ ADJUST TOP EXISTING CB ct* EXIST/Ns USED PARTS STORRGE 6VTL'OdW5 MAXIMUM WATER ELEVATION IN PARKING tors WILL BE 270 IF THE LOCALI100 YEAR RAINSTORM OCCURS WHEN THE GREEN RIVER 15FLOWING AT ITS MAXIMUM VOLUME OF (2,000 CFS 12"/NV 2/85 (OUT) 12"INV 2166 (IN) SHOP 0 EXISTING UTILITY BUILDING 0 24"66 ACCESS LADDER STEPS N INY 0370 SANITARY SERVICE PER MECIMICIIL APPRDX TDP Of EXISTING TOP 16 2 1819NV 21 20 18"INV 21 55 8"1Nv 22 22 EXI5'TING BUILDING EX RAMP TOP 26 2 18"INV 2245 6"INV 2300 of EmsrING o STORMWATER DRAINAGE PLAN NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APWA 1981 STANDARDS UNLESS MODIFIED BY THE CITY OF TUKWILA 2, DATUM SHALL BE K.C.A.S. UNLESS OTHERWISE APPROVED BY TUKWILA DEPARTMENT OF PUBLIC WORKS, 3 THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 4 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 0 PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS MUST BE CONTACTED (PHONE NO 433-1850) FOR A PRECONSTRUCTION MEETING 6 APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. 7, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION AND TO CONTACT TUKWILA PUBLIC WORKS AND WASHINGTON DEPARTMENT OF TRANSPORTATION AT LEAST 72 HOURS PRIOR TO ANY REQUIRED INTERMEDIATE INSPECTION 8 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILI- TIES TO INSURE THAT SILT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM THE SILTATION CONTROL SYSTEMS DEPICTED ON THE EROSION/SEDIMENTATION CONTROL PLAN ARE SUCH AS TO MEET MINIMUM COUNTY REQUIREMENTS AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRAC- TOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 9 THE CONTRACTOR SHALL INSTALL INTERIM CATCH BASIN GRATE PROTECTION PER THESE PLANS 10 PIPE 18 INCHES IN DIAMETER AND SMALLER SHALL BE CONCRETE PER ASTM C-14 CLASS 3 (NON- REINFORCED) 11. PIPE OVER 18 INCHES IN DIAMETER SHALL BE CONCRETE PER ASTM C-76 CLASS IV (REINFORCED) 12. ALL PIPE BEDDING SHALL BE APWA CLASS "B" AND COMPACTION SHALL BE PER APWA SECTION 61-5. 61-6 (1981 APWA STANDARD SPECIFICATIONS) 13. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7-02.3(1) THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE 14 ALL BUILDING DOWNSPOUTS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT or PUBLIC WORKS. 15 ALL CATCH BASINS SHALL BE TYPE I, OR TYPE II, PER APWA STANDARDS ALL INLET. MANHOLE AND CATCH BASIN FRAMES AND GRATES SHALL NOT BE ADJUSTED TO GRADE UNTIL IMMEDIATELY PRIOR TO POURINT OF FINAL PAVING 16. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL 17. COMPACTION OF ALL FILL AREAS SHALL BE PER APWA SPECIFICATIONS FILL SHALL BE PRO- VIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95% OF ITS MAXIMUM RELATIVE DENSITY AS DETERMINED BY SECTION 2-03 3(14)D OF THE WASHINGTON STATE HIGHWAY DEPART- MENT (1976 STANDARD SPECIFICATIONS). 18 ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION 19 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED ONLY WITH PEA GRAVEL OR 5/8 MINUS CRUSHED ROAD AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW IN A CCNTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR TWO INCHES, WHICHEVER IS GREATER 20. ALL DISTURBED AREAS IN CONNECTION WITH THE PLACEMENT OF THE NEW PIPE ourrAii- SHALL BE STABILIZED TO KING COUNTY STANDARDS DISTURBED AREAS SHALL BE STABILIZED WITH ROCK RIPRAP A MINIMUM OF 15 etET UPSTREAM AND DOWN- STREAM OF THE DISTURBED AREA. RIPRAP SHALL BE PLACED IN A SMOOTH AND UNIFORM MANNER ALONG THE BANK NORTH ZOO' OF G L NO 6 LENGTH AS REQUIRED t,FACE OF CURB WILDING TO EY 5PRINKLERED PER NFPA /3- ORDINARY NEW OFFICE BLDG. 6"STUB fOR ROOF* DRAIN CONNECTION INV 2340 FF 275 SAN titH#I INV 2050 /-f/Re klYDR,ON PER CM) OF T DEPT GTONDA EX CB PARTS STORAGE ASPHALT PAVEMENT— COWER TOP TO EL 60 LOWER roe TO 1140 RELOCATED SALES OFFICE EXISTING WAREHOUSE BUILDING SAWCLIT EXISTING DRIVEWAY TO OBTAIN NEW DRIVEWAY & MIN 10% SLOPE ASPHAtr PER PAVEMENT SECTION oemiL, MD SEAL JOINTS ADJUST' ALL UTILIrIES AS REQUIRED WITHIN SIDEWALK 4' PLANTER. VERIFY LOCATION Of olillO/N6 CONNECTION ALL NIDERCROUND FIRE AVM 70 2f iN5T0ILLED PER NFP4-21 TOP 26 2 10' torsi MAIN EASEMENT CENTERED 18181123 0 tlz"WATER SERVICE ALONG WATERMAIN ON ENTIRE PROJECT 650' t 10"D I CLASS 5e lao"mis COVER) i'lzIWATER METER LOCATED MIN 10' FROM SANiTARY SEWER 10'EASEMENT 8"Flf?E LINE CITY Or771 FIRE DEPT STAN coNgiuer /gam TYPE V" DRIVEWAY , 417 CONNECT 7,0 EX SAW SIDE SEWER ST115 6'7NV 16 6t MEANDEk. SIDEWALK IN FRONT OF EXISTING CONSTRUCT A PW A TYPE "0" DRIVEWAY , ALT 1 j 1 NORTH LINE Of GOV LOT 6 EAST WEST CENTERLINE Of SECTION 25 23-4 SOUTH LINE Of GOV LOTS // "//0,o / e/e, / 10 (ACCEPTED R THE ATTACHED I.ETTER /EXISTING POWER VAULT POWER 1I1 (4"CONOWT /10' WEST Of RIN ALONG ENTIRE FRONTAGE PLANTER (SIGNBOARD 3901± CL 52 (30"MIN COVER) LOCATED MIN 10`fROTY1 SANITARY SEWER 5' SLOPE AND DPRINICEV. 1 BLIND FLANGE • /The drawings affixed hereto hbve been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings bfter this date will void this acceptance bnd will require a resubmittal of revised drawings. Final acceptance is subject tolfield- • inspection by a representative of this department CtrIC WALL 84CI CLASS 250-I LOCATED ON eg Valf PROPERTY OUTSIDE OF au EtbrIVENT. 159 f - END SIDEWALK. +187 Mrel PROPOSED CHANNELIZATION BY OTHERS PER EX 4" GAS STA 193t75 END CURB IGUTTER ro 12" WATER MAIN 47 RENTON TUKWILA INTER TIE STA 192100 BEGIN TWO WAY LEFT TURN LANE TRANSITION WEST VALLE ROAD (S.R. 1 8 1 ) f- i0" GATE VALVE 10"BLIND FLANGE ketiv te... C.-Do.t&e. 1- EX 10"x8"TEE 2 Ex 8"GATE VALVES I EX I0"x8" REDUCER L0121 Cl/ V91 t„„o\ STA 156#70 END BUS PULLOUT TRANSITION r /+e4 f -10"X B" TAPPING SLEEVE 1- 8" TAPPING 6RTE VALVE 14� 11 STA 184+57 END BUS Pollour BEGIN 8115 PULLOUT TROSITION TI WITNESS CITY OF TUKWILA 575-4407 183 2. Underground Nydrostotis 3. Under round Flushin 5. Dry Valve Tdp Test TUKWILA FIRE DEPARTMEHT -4182 (70 41%40. Z ,0 lloo IJKW1LA FIRE DEPARTMENT Please call: 575-4407 and give this job o. and exact address for shut. down or restoration FOUND CONC MON IN C 17035 W VALLEY HVVY 86-UGW-030 1- LLI Lu Lai iza L•1 w eo 'kr ct 41 Lk) io cy 0 85 0 CC 0 0 0 0 CC CC CC 0 0 CC Z. (75 0 1— BY _FEB 1 1 1986 JAN 2 4 1986 ZEN Q1 ec NE 44 44 toj CP kki JOB NO. 85-288 • Ik CONNECT 24"C.M.P. TO 24"C.P. 24" ' ACCESS LADDER STEPS STD. GALV. STEEL OR ALUMINUM LADDER STEPS CIC LIFT GATE (CASCADE CUC.LL! IN ), OR IRON•BDDY. BRONZE-. MOUNTED SHEAR GATE (OLYMPIC FOUNDRY), OR APPROVED EQUAL. 8"CM.P WELDED TO TEE. PLAN VIEW- C.B.#1 TYPE 11:72" SCALE :1"=2' OFFSET ROUND ,SOLID COVER MARKED "DRAIN" WITH FUTURE FOGLINE. SEE WSDOT CONTRACT 1f3018 FOR LOCATIONS,. FUTURE 0/2;ASPHALT OVERLAY (SPRING 1986) p;. SAWCUT EXISTING ASPirALr REMOVE ASPHALT ‘MD PLACE CURB /GUTTER ON 4" Of .V8"CRUSHED I ROCK COMPACTED TD 95%. PATCH ASPHALT ALONG FACE OF CURB AND JOINT SEAL ALLOWING FOR FUTURE OVERLAY. WSDOT TYPE f-1 "CEMENT CONCRETE CURB (GUTTER. MATCH ELEVATION Of CURB TO FUTURE OVERLAY. SECTION -WEST VALLEY HWY. (SR. /51) N.T.S. 10554.555.555. FACE Of CURB. ADJUST CURB AROUND EXISTING CATCH BASINS PER arm. 4' rLINTER 6' WALK SP1' Ni ='Ill = ?i�4?/: APWA PLAN#/4.8 SIDEWALK OVER 4"OF 5/8"M/NUS CRUSHED ROCK COMPACTED TO 95%. SEE DETAIL 'A o, Rim EL. 27.3 L=7//=l/lam v581=qj'- 24"CP. LOCK/NG BOLTS. OFFSET LID SO THAT POLLUTION DEV/CE IS VISIBLE AT EDGE Of OPEN/NG g� jos AND DIRECTLY OVER LADDER. TOP ELEVATION: 273t. 1.i: LOCKING CHAIN- 51 Y'CAPAL'/TY • SLACK WNEN GATE /SHOWN. ATTACH CHAIN TO CB FRAME. ,�r`` 4 (8" • rr. a\" tie' c� a&" a� ,t... No 0.5' MIN. tio�o� as a aha ot`�a���ara�ec I \ `',e 0 tN oo` Node e 5 `'a� eQJ�t c't`atp Stocecti�o a°�eQ\ye a2`` `° Q ' OVERFLOW EL. 25.3 t ,e `stie es��` co NOP a�Ao,,o�` r 1 c� v- .... ----- 05' t d`�et� \\\�a��ec��o aa�e;; :,..„,4,,,...:,,,,.' °Stisc _STRAP P/PE TO��ayJ�1 • �`°��\ I �r25' MAX.(2 PLA �NtFe0-7,e ',•c; '''',°� MODEL 0R-2418ESTR/Clt7/Poo� a, b"``5e`f (CASCADE CULVERT INC. OR �� o� �°g GROLT ' 5°' RIF MC Filar WI VERT FACE FOR MOUNTING GATE. INV. 19.55 54" 'WATERMAN' f -l0 FLAP GATE SEE DETAIL BELOW FOR RIF CDNC. FILLET AND GATE MOUNTING. 24"CP AIL C.8.# f-,9' TYPE II 54" N.rS, !o. 2' MSN. INV. 24"C,P. /VOTE ALC STEEL PARTS AND SURFACES mange GALVANIZED AND ASPHALT COATED (TREATMENT 1) 01? LIETTER. 72" (TYPE rr ti NOTE: IF DISSIMILAR METALS ARE USED FOR THE LIFT GATE AND THE RESTRICTOR TEE , THE JOINT SHALL BE CAULKED PER KING COUNTY SPECIFICATIONS. DETAIL C.B. NO. 1 TYPE II OIL/WATER SEPARATOR NO SCALE etIZZ.O1.111.0 CATGN PadStl4 Cal ATL= W IT44 L .46 e'ee Nt OF V2• TO fsAio WASi4G0 CaP-AV' .L. 24"DIA. OPENING 5/8"x 6"ANCH,pR BOLT ro WALL OF M.N.#I-A REQUIRED EV LY SPACED AROUND OPENING. MOUNT WATERMAN f •lD FLAP GATE /N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS WAIL OF C.B. 04 REBAR HOOP AROUND OPENING GATE MOUNTING DETAIL- C,r,;,/ w N.TS. • RESTORE RIP -RAP ALONG BANK AND Rr DurfALL rO KING COUNTY SURFACE WATER MANAGEMENT REQUIREMENTS. PLUG' EX/Sr OUTTALL ,WITH le" OF NON- SHRINK GROUT AND COVER WITH R/P-RAP i.8, t0' co' ! 8' STOP OF PYMT. DlTCN GRATE, STOOL TYPE (NEENAH, MODEL R•4342, OR EQUAL). ASSOCIATED SAND AND GRAVEL CB -10 DR EQUIVALENT. (MUST BE SPECIAL ORDERED TO OBTAIN KNOCK -OUT CONFIGURATION SHOWN. )� f/L1 BOTTOM 6" N/ITH CONCRETE C� GRASS•UNED SWALE TDP ELEVATION e4 'DIA. SHOWN ON PLAN / GROUT Mr) SEE CURBING DETAIL AT LEFT FOR DRAINAGE OPENINGS PROVIDE A STRAIGHT, UN1fDRM PAVEMENT EDGE (TYPICAL) PROVIDE SOD LINING AND HYDROSEED SEE PLANS P11 H ADUATICALLY STABLE VEGEIAT/ON PER THE LANDSCAPE ARCH/TECTX 1 SPECIFICATIONS I8•DEAD S1DRASE PARKING tor SWALE AND YARD DRAIN DETAIL TOP Of .SLOPE--/ MACK EDGE Df PVMT. TDP PACE Of CURB - EXTRUDED CURB -- 1 4'_ Tre 4' Tre RANTED STALL STRIPE PLAN VIEW DETAIL - EXTRUDED CURB & SWALE SCALe 'l'./0' FUTURE OVERLAY EXISTING PAVEMENT PROPOSED CURB /GUTTER PLACE TEMPORARY ASPHALT TRANSITION (TO BE REMOVED FOR FUTURE OVERLAY). DETAIL "A" 10' EXISTING GROUND ELEVATION 26t r30'LEVEE EASEMENT Top of LEVEE E1173 °F494Fis OUTFALL EL.19.27 C•B1 C.8#1A C. EXISTING LIGHT LOOSE RIP RAP ;BANK. RESTORE BANK WITH /'THIk LIGHT LOOSE •" RIP RAP W/Th' &9N5( OF ?S TO 150#ROC'K. 75%>50# 50%> 60# ;; SECTION A-,4 30%>704t - ID% <25* J ELEVATION (TYPICAL) BOND CUR$ In PAVEMENT 1V/1N EPDXY CEME� 4S'BEi�EL ,...... 100 YEAR FL000 LEVEL AT OUTFALL :EL.26.4* 8' DETAIL -• EXTRUDED CURB WITH OPENINGS FOR DRAINAGE SCALE:P■P' C.87rY• TOP27.0 IB"/NV Z/.15 121NV 2165 APPROXIMATE LIMIT Of DIRECT FLOODING Of 100 YEAR FLOW 02,00 C. f. S. ) 2'W/DE CURB OPENINGS CENTERED IN PARKING STALL (SEE DETAIL)AND AT EAST FIND WEST END OF PLANTERS. C( NT.S. l'STORMWATER DRAINAGE'PLAN NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APWA 1981 STANDARDS UNLESS MODIFIED BY THE CITY OF TUKWILA. • DATUM SHALL BE K.C.A.S. UNLESS OTHERWISE APPROVED BY TUKWILA DEPARTMENT OF PUBLIC WORKS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN (402 C.B.#l. TYPE rz- 72" (SEE DETAIL) LOCATE OVER EX. S.0 TOP 27.3 24"INV 1956 18"INV. /9.96 EX./NV.1971(FIELD VERIFY PRIOR TO CDNSrVUCr/ON ). AFOUTFALL 24"INV..19 27 37-72"@5%0 PROGRESS. . PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS MUST BE CONTACTED (PHONE NO. 433-1850) FOR A PRECONSTRUCTION MEETING. 6. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN, SO AS TO AVOID DAMAGE OR DISTURBANCE. ▪ IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION AND TO CONTACT TUKWILA PUBLIC WORKS AND WASHINGTON DEPARTMENT OF TRANSPORTATION AT LEAST 72 HOURS PRIOR TO ANY REQUIRED INTERMEDIATE INSPECTION. 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILI- TIES TO INSURE THAT SILT -LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. THE SILTATION CONTROL SYSTEMS DEPICTED ON THE EROSION/SEDIMENTATION CONTROL PLAN ARE SUCH AS TO MEET MINIMUM COUNTY REQUIREMENTS. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRAC- TOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. 9. THE CONTRACTOR SHALL INSTALL INTERIM CATCH BASIN GRATE PROTECTION PER THESE PLANS. 10. PIPE 18 INCHES IN DIAMETER AND SMALLER SHALL BE CONCRETE PER ASTM C -I4 CLASS 3 (NON- REINFORCED). 11. PIPE OVER 18 INCHES IN DIAMETER SHALL BE CONCRETE PER ASTM C-76 CLASS IV (REINFORCED). 12. ALL PIPE BEDDING SHALL BE APWA CLASS "B" AND COMPACTION SHALL BE PER APWA SECTION 61-5, 61-6 (1981 APWA STANDARD SPECIFICATIONS). 13. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPEC. 7-02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. oL 14. ALL BUILDING DOWNSPOUTS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. ' 15. ALL CATCH BASINS SHALL BE TYPE I, OR TYPE II, PER APWA STANDARDS. ALL INLET, MANHOLE AND CATCH BASIN FRAMES AND GRATES SHALL NOT BE ADJUSTED TO GRADE UNTIL IMMEDIATELY PRIOR TO POURINT OF FINAL PAVING. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 100 YEAR DISCHARGE IS APPROX. 6.5 CFI (270'(27.0) •(27.4) 17. COMPACTION OF ALL FILL AREAS SHALL BE PER APWA SPECIFICATIONS. FILL SHALL BE PRO- VIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95% OF ITS MAXIMUM RELATIVE DENSITY AS DETERMINED BY SECTION 2-03.3(14)0 OF THE WASHINGTON STATE HIGHWAY DEPART- MENT (1976 STANDARD SPECIFICATIONS). 18. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. ;1 OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED ONLY WITH PEA GRAVEL OR 5/8 MINUS CRUSHED ROAD AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT LINE CUT WITH SAW IN A CCNTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS CF THE ORIGINAL ASPHALT OR TWO INCHES, WHICHEVER IS GREATER. 20. ALL DISTURBED AREAS IN CONNECTION WITH THE PLACEMENT OF THE NEW PIPE ourrALL. SHALL BE STABILIZED TO KING COUNTY STANDARDS. DISTURBED AREAS SHALL BE STABILIZED WITH ROCK RIPRAP A MINIMUM OF 15 rtET UPSTREAM AND DOWN- STREAM OF THE DISTURBED AREA. RIPRAP SHALL DE PLACED IN A SMOOTH AND UNIFORM MANNER ALONG THE BANK. INSTALL FLAP GATE - SEE DETAIL. TOP 2Z3 24"1NV. 19.55 ADJUST TOP EXISTING C8 5. 1.10 awe/yr cattlerm t.rrea,oza cote 1. SIND • EXISTING USED PARTS BUILDING PER CITY 0 DEpT. STA DAR LADDER STEPS PLAN VIEW- clots TYPEZ-48 GIAN C.O. 10.23.70 SANITARY SERVICE ' PER MECHANICAL LVE TOP 24.75 TOP 16.2 181NV 21.20 MAXIMUN1 WATER ELEVATION IN PARKING Lors WILL BE 270 IF THE LOCAL 100 YEAR RAINSTORM OCCURS WHEN THE GREEN RIVER 15ROWING AT irs MAXIMUM VOLUME Of 12,000 CH. EXISTING BUILDING EXISTING UTILITY BUILDING APPROX. TDP Dr EXISTING c.45 EL.27t. EXISTING wAREHOUSE BUILDING NORTH LINE Of 60Y LOT 6 18"1NV 1155 8''INv 22.22 ( INSTALL FLAP GATE ON 8"PIPE) EX. RAMP EXISTING ASPHALT LENGTH AS REQUIRED IYEW OFFICE BLDG. 6111I8 FOR ROOF DRAIN CONNECTION. INV. 23.40 45. EXISTING FRAME AND GRATE" CURB ADJUSTMENT DETAIL FACE Of CURB WILD INC TO et spRINKLERED PER AOZORD FF. 275 INV. 2050 Con watt VERIFY LOCATIO guaDINC CONNECTION ALL thWERCROUND FIRE tO1WATER MAIN EASEMENT CENTERED ALONG WATERMAN ON ENTIRE PROJECT TOP 26.2 18"INV. 23.0 SERVICE PEA CIT OFT. VapFilaF. 4111111111111111,111(111111111 LOWER Top TO EL. 260 EX CB LOWER TOP TO PARTS srogRGE RELOCATED SALES OFFICE LOCATED MIN. 10' FROM SANITARY SEWER' 1D'EASEMENr 8"FIRE LINE ' SPRINKPIF PlElo CITY OF FIRE DEPT STAIV CONNECT TO EX. SAN. SIDE SEWER STUB. 6"INV. I6.6 t MEANDER SIDEWALK h IN FRONT OF EXISTING FIRE HYDRANT - 8"x /D"REDUCER •8"GATE VALVE 5' SLOPE i`'DRA/NAGE y PLANTER(S NBA5D�) EASEMENT 3906 _CL.2 (30"MIN.COVER) LOCATED MIN. 10' PROM SANITARY SEWER FACE OF ORB FOG LINE (FuTuRe) 8"C.I. CLASS 250 LOCATED ON agIVATE eROPERTY OUTSIDE OF Ott EOstmENTs TO 12" WATER MAN AT RENTON-TUKWILA INTER -TIE. STA. 19305 END CUR, 81611TTER 1- 10" GATE vRLVE 1-10" BLIND FLANGE • STA 192100 BEGIN TWO WAY LEFT TURN LANE TRANSITION. END SIDEWALK WEST VALLEY ROAD (S.R. 181) +187 (..> PROPOSED CHANNELIZATION fir owes PER 1- EX.10"x8"TEE 2 -EX. POKE VALVES 1. EX. 10'"x frEDZICER 10"C 1 CLASS 250 } SAWCUT EX NEW DRIVE ASPHALT PE DETAIL AN TING DRIVEWAY TO OBTAIN PAVEMENT SECTION SEAL JOINTS. POWER IN 2"(4"CONOUIT LT WEST OF DV ALONG ENTIRE FRONTAGE. FACE OF CURE I -BLIND FLANGE 5'SLDPE AND DRAINAGE\v EASE ;la ADJUS AS REQUIRED WITHIN SIDEWALK 4" PLANTER. 1186 11011.111.1 I- 10fix8° TMVIG TEE 1- 5" MPPINO orE VALVE STA. IfT6'+70 END BILS PULLOUT TRANSITION STA 184+57 END BUS Pincour BEGIN BUS Riaour TRANSITION. SOUTH LINE Of GOV. LOTS ACCEPTED ITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawirm affixed hereto have been --reviewed-ahTaccepted bylh4 City of. .Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. -Mil acceptance is subject to field - inspection by a representative of this department CITY OF TUKWILA 575-4407 440b4o, LIZ Ipo -63 UJ trj tr *kr va Lk) kki ow 11 cc CC • CD up 85 \\*. FOUND CONC MON IN CASE W 5.19,11 OLLOWING . Underground Vim asp 2. Underground Hydrostatic 3. Underground Flushing 5. Dry Valve Trip Test TUKWILA FIRE DEPARTMENT 17035 W VALLEY HWY 86-UGW-030 MAR 5 1986 0 cc 0 0 0 cc >- cc IT, cc 0 cc 0 cc cc eC L LJ 03 Project Manage JOB NO. 85-288 yit / 1 0 to r ' r1 - 1• . '' yf. µ ; i i IY", j `1 • ,..c.... I �" 1 C7 "in t� 1 ,.. `T - I.. - i• 1 7 I. 1'42.., s .i .. f !!^, lr `tn n •,�0 ,� 1l-fr 1/9 r t . i I' 44 li •• 1 / 5 - 7 -, r. s L T .0 �t 4. ccobs/ nre- (c) TUKWILA FIRE DEPARTMENT' Please call: 575.4407 and give this job No. ` 90; 0 and exact address for shut- down or fiesta n approval. SC'ric #-I OIY4fl II ,, _spry o; O x I I II, L. / I /''t4' �;}iF?"J�'7t:!a�'..M-m•;".�".r?�!+�qa''x*-r+•mx;ry�w ;X.: r;.MAITEIT T1 If Uinta ?w1 tr•+':?.; *vya— T1MRS T (3`--r`, L ACCEPTED _ —evesel,'-zixAte-di sltrgrnsj Tisnl lszpt a 2. ril�trgrnitl L htirgrmi FItsllti 4. her*ud M,rinststte rr iry tst TUKWI[4 FIRE sy Rr� ® WITHOUT COMMENTS. AS NOTED IN RED --- ' THE ATTACHED LETTER 141 "CI' . . �.,u;,;,.� r+,� C7 •a•r u �. u it ,,,Mv,, The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DA�fCCgg t�BY: CITY OF TUKWILA 575-4407 4411 4 I 1 a I - 10 //se C-(4.476 hs e ca1 lied .' ,ped a ,- 5 *,51-- !ice(v e _ iTeiku v -e7 Uild-er (7 roti nd t\1V CT. A -CP R ug13 ii Qs �. L Of 5p Ir(w VC,(.•e.r s I Q-' (�- Q,�Dov e- Cet.( li� ukt k$S C/ s 1 I /0s741 /4( •,.1twnadag,:,.�a ,:-' �p .,.�{,ata 70,3 W. ValT�=J FACTORY MUTUAL ENGINEERING ASSOCIAT SEATTLE DISTRICT OFFICE • .., .,...T , • • , 1 v AOtt, tir to Ott o i ;Att • 9r.� PLANS ACCEPTED SUBJECT TO CHANGES INDICATED AND COMME; IN TRANSMITTAL LETTER. FM apprevad equipment shouto t1a used ano 'hs enstdlldrion shout° conform t1. recommended goer- heedless. finer acceptance 0, this red is suogerr t0 new 9. motion ano wit( only •re given wrier materiAI5 *no rents 1e leen .ertlrteo u Nat.onar Automatic. Jpr,n Nldi dew fire .:ontro, usscie antlr ' ' m tl: ui 1Qu.valer sepaate •urm should ire ammo -Teo ,o. aacr •ser en,* •,ceec,tance is roip tl i. are fluorescent near. oe olhei ohst•ucteon5 n°, .iearly weave, ,r, meso mints, bIUty to the FM companies is limrteo to then insurance 0010y coverer/ea: Reviewed by Date ( t— .15 —.►5 6; pry{ A, re. e) e„r, 4#•? C-; PA/', x L I. 2 T - o t • ,1, EI . Ar� C 1-/.t.k. r,Ct‘Z= 't• E. Pwr' NFPote.1 3 -. rn ILEA,r c.kezi..Z: Z; y r , ��•,► 1--f ER c+o r'i5TR.Uc.TiOP (AI 1 =s 2 ! i L -'a; "�'". ,lA 4., 1..4".'*/' K 5'w r 1e0/44 �' -3"Z- SCALE: DATE: / 1 • r, 1.0 el lznra APPROVED BY: M.4.1 TLIIKWit-A,, '. . DRAWN BY REVISED .0 M;C,F-jlME X70 �s 17035 W VALLEY HWY 86-S-018 PL DRAWING NUMBER LOCAL CONTROL LEVER PULL OUT PIN SEAL WIRE. VISUAL INDICATOR FOR SET OR RELEASED POSITION HALON SUPPLY PIPE, CONNECTION 2}- I/2" BOLTS— i TO' BOT TOM OF r! CYLINDER { PLAN WALL r0(-- fri '1/6- WALL - 4 .1 3 7 - 0 - - II N C N1AC HINT E Y COM u TE 1 R00M SC4LLr- 1/L4" 7 ELECTRIC CONTROL HEAD ' PART NO. VARIES WITH VOLTAGE (SEE DWG 185631) , 2" CLEARANCE FOR HEAD REMOVAL c DIA D i CYLINDER CAPACITY i Di ENSIGNS IN INCHES A )/W S 1Z E.. C 0 E O'w ERALL 125 LB 17-01613- / 08,13-5/8154lbt20 I I 11 11 }I / 4 S J8' t," 42 200 LB I7-(/1613-7/813-5/815-7/1 1 Z 11 U !JJ i o N A S I M ,4 -117 MAL. r, -A F3t-E 300# C-c..><ts5 33 55-0 300 LB 19-1/216-1/4 Czr4A- ..c -T N.O. i3/14,/ 16 17e7/8 31 59 :St7 La. '24 I/ 2.2 I/9 .22. 241 S 5Q rr SEE L-617399 FO STANDARD VALVE 4/4M0UTLET FOR FLEX ELECTRICAL CONNECTION (BY INSTALLER) OVERALL HEIGHT SAFETY OUTLET (BURST DISC 750- 1 GAGE GUARD GAGE 1 < ------CYLINDER-B96150 (125 LB CAP) 896049 (200 L8 CAP) 897793 (300 L8 CAP) , ._..�• 8992.01 (.5 o 1., of M' 1 '`-CYLINDER STRAP 292971(125 OR 200 L8 CYL) 2 818 66 (300 LB CYL) DETAIL OF SSEMBLY 00 PSIG) A ADDED 300 L8 CY 1 K D AEP tin CL7 n r.•.w ncrw WIT" MI 'M.i.tied. . Owsvpas. ... 116+b•11114, M .+m. TYPICAL HALON INSTALLATION ONE CYL AUTOMMATIL ELECTRIC CONTROL , r .aT -sr- P y� r 4� LyeAttri /J.41/AG-1 . ,J, p f r �'•� 1 apt !� i L )w'/\J i� �NG7l ��15 (OACWrraL. Izto, v, c. , -ro ri"Jrt� ''JCa «P .5V `.3'2,� AJ,7"- y Cr: to I/Jr, ➢7> -r D C O I J r I t_ H I ,-' L> dr 1 , H v.]ri -LI IJ6 co,\)L")1-r Tn r O aL r.-, Pt 40. Vw r-1" F- 0 C. r_ rL/r,J? te3-1-, c-; UriS . &WC)rt. NOTE— 1). ALL PIPING LENGTHS AND QUANTITIES ON PIPE DETAIL ARE APPROXIMATE AND ARE USED FOR HALON CALCULATIONS ONLY. VERIFY ALL LENGTHS AND QUANTITIES IN FIELD AND ADJUST PIPE TO ACCOMMODATE CEILING TILES, LIGHT FIXTURES, VENTILATION DUCTS, ETC. 2). ALL"HALON SYSTEM PIPING TO BE ASTM A-53 OR`A1106 SCHEDULE 40 SEAMLESS PIPE, ALL FITTINGS'1" AND LARGER TO BE ASTM A-197 MALLEABLE IRON 300# CLASS, FITTINGS 3/4" AND SMALLER MAYBE MALLEABLE IRON 150# CLASS. ALL THREADS TO HAVE JOINT COMPOUND, TAPE OR THREAD LUBRICA- TION APPLIED TO MALE THREADS ONLY, 3), IT HAS BEEN DETERMINED BY TESTS THAT FLOWrSPLITS AT TEE JUNCTIONS ARE SENSITIVE TO GRAVITY. EVENITHOUGH TURBULENT FLOW EXISTS, THERE IS A TENDENCY FOR THE PIPERLEAVINGTA MIGRATE THE UNDER THETBOTTOM THE PIPE. FOR THIS REASON TEE FLOW SPLITS MUST*ONLY BE DONE IN4A HORIZONTAL PLANE, WITHOUT EXCEPTION. 4) FASTEN PIPE TO BUILDING STRUCTURE IN ACCORDANCE WITH ANSI B31.1; w ti 19 .J 31/4 /8-o I '44-1 r, pi P/ AJ t 540hm,:.' ; r ( pi() i,.. n14 3/4 ITEM 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 PARTS LIST, N.C. MACHINERY QUANTITY 1 I 1 1 3900 1 2 2 2 2 1 1 1 16 16 1 1 2 PART NUMBER 899200 294651 890181 1301 295001 305-3022 294938 508670 GC -1290 295029 295028 KUP14D15 27E121 263194 263197 29474358 29474361 29474234 DESCRIPTION 550# CYLINDER & ASSEMBLY STRAP CONTROL HEAD, 24 VDC HALON EXTINGUISHING AGENT POWER SUPPLY & CONTROL PANEL MANUAL HALON RELEASE/ABORT STN BELL, 24VDC HORN, 24VDC BATTERY SET, 12V, 9.0 AH AMP/VOLTMETER KIT DIGITAL COUNTDOWN DISPLAY RELAY, SHUTDOWN RELAY BASE IONIZATION DETECTOR DETECTOR BASE NOZZLE, SPLIT FAN: 1.0 1.0 u .75 /f II 66? tv\--°'f-rr &AA' rl LEG-1EWD Pt P! QG PARTS LIST , )/W S 1Z E.. r 4 be -SCRAP -1"10,Q p I - AL -0`‘,1 GO N V 2a,. • ` N E l .",' `' ij-2 / 2.." PJPF ' A -1.-"M A-53 OR A -j0( ` -fl 4a s&AMLF.SS NIA l• -t U A L 12-E LE AS /AP,Jc -r SrrJ / / I/ '1 I I 11 11 }I / 4 S J8' t," .3/4'+ 1, 1f 1, r 1 UNt .!Tv7. F--Loo-e. ,U 1EC.TOR.- 1 Z 11 U !JJ i o N A S I M ,4 -117 MAL. r, -A F3t-E 300# C-c..><ts5 UNDER.FL.00t NO ; ZLE ILL, -i z11 "�{ EE Ir , '1 1• a, Ir ' Czr4A- ..c -T N.O. i3/14,/ CONTACT N. L • +^E l E.. 1 / .• 'a .r 0 --4÷--tai 3 z 11 coupLR , c" ! " , — 2 1 I/i •i E • ', `, • / w 1-tALaki PlPC U1JD)< .1,-Ubi� 3 3/%moi 4,a I, r I 4, 1, h to Pr 6 2." Gro° c.aow I" 44 :, / T I /L 11 / r 'TT , I• , f 4 • e 0 6, 3/II. 1, I2"�X1'/� 1, a ,, >, i, NF) bUSH.tr".IC� >~ I G . I� /// r i H , , , , , 66? tv\--°'f-rr &AA' rl LEG-1EWD , 5`11130t- UESCRI PTI w 0 C`/L.t NDE.?..... E, (c) TT° 0 L., i, 4A E.A L - AL -0`‘,1 GO N V 2a,. • ` N E l .",' `' NIA l• -t U A L 12-E LE AS /AP,Jc -r SrrJ VQ E AL.AaM $CLL ►■ DISC -kA zE v't.12. 1wA, HOu.0 • Pc -7 ,.c'T O2 - i N 'R ,. c) II UNt .!Tv7. F--Loo-e. ,U 1EC.TOR.- V 4-t/\Lo4 NQ-z.zL t IN ROOM ° ® UNDER.FL.00t NO ; ZLE ILL, -i EMO OF UNE 12 -ESI O'er. --� I---- Czr4A- ..c -T N.O. CONTACT N. L • --4÷--tai QDE w ' _ ,' HAI. -ON Pi - "10 RO — ----,, CANOU 1T , ;, , 1-tALaki PlPC U1JD)< .1,-Ubi� .— , ,-, col..mu /717 , U is,rbf�R • L(DOF n r W j� ILA FIRE D EPARTMEW Please call 575 440,7 d give this job 44Q' NO. 1410998 awnorcres ops for s shut- down approval. ,a s Ir t• T11 "! JC3 r/IU" 3E ,4011 NAMr ADDFt E"") LRANN Be DATE SCALL APPROVED ( 4 lis 41 h'1 ny'l HALON 1301 TOTAL FLUO1)1NG FIRE SUPPRESSION SYSTEM BY P G ACCEPT WITHOUT COMMENTS. AS NOTED IN RED R THE ATTACHED LETTER ■' The drawings affixed heretoe City been reviewed and accepted ltlons, deletions of Tukwila Fire Dep or rens to these will void his acceptance afterrawings eptancce and will s date d require a resubmittal of revised drawings Final tion by a repres representative t ve of this ct to field inspection by wn J✓ department 38 - 85 .4 N /7°35- &) th,4_ N.C. MACHINERY COMPUTER ROOM 7 —70rA.R.5_WEST VALLEY HIGHWAY 1UKWILA, WA CYNTHIA SAVAGE AS NOTED r I Ii '4 R r d C 4 nmV, jt '" aG + "4d. 4, K tF fl >F 4 17035 W VALLEY HWY rr W1 1 86-S-017 t1144 { V 1 Y' { - r HOLADAY 6601 So, TUKWILA, T I;JMi F 1' OF TWO ',>• I I S - PARKS, INC. SAN GI AC I ER WA. 9818 BY TUK4FILA fiat*, 'avattA 1LLI b4 File 0 • FIRE ZQNe a" © ,041 0 4 CLAMP 4- C> r TA C-70 NAL. .3= 150X 1tc x �fa�l'� 11.48 HAn1Ca6R BRACKET 1//l !////1//.`�, /M` !/11 //7ts DFTXCT0 F? CEIU►J6 TILE. CEIt_lAJ& MT .MQKG DG rEc-i GitZ, (No 5cA LE. COM -T7 c L_ H b, E -- /L LA RA -'l E, E L -L , zLiz.R✓ L pl i� i31 Mfr^�RG1f lel= (RAR()T10Rf\J , zV1Jc- .60 Ir GaD.31r', -TO vier i0 M4NU't,Kt i VM " w.,.ew.,.w_..w„r,w...ww..... w..,. I i Rev;/MALL: B -To E U C%b r\1N i C. i i t.J ` o U 1 F. A, ,Imo: ..... _ ... 2- /2.v()1.,L..-c �Lc. r& '7 /AJ 1 '1 U A i ► r1, 0)AN (--7--E,z1 b` -r/— r - { _'- D r :sC A R (r .4 U L 77 .. L 6 16 •,J R , K,.,,. U `_`r ( L)1,C N , A F� G t:=,. r4 v . r p. C... s 1 c - f\J fc C.._ H.F./ G)U s T OCTA Ct O' lit L RAISEL FLGUR---' i-.bt;s 1'14 L. • Ul�l I F= Loc )J2 M-? (LiG sc,,:c_(= ) lJ 41 0 S Air POWER SUPPLY' BATTERY CHARGER ' E1w I 1 rr il4f /111 M wWwwo orrUUoNAt. rws ' 14 MUTER rssAs (4)( -)(4)( - VOLTMETER ; • • 1 rrAA 06, ,TB1 ui Oaii► "� M vo '200 2+11 7 ry° PROGRAMMING INFORMATION ,,DIP SWITCH SW2, , DIP SWITCH SW3 OPEN OPEN CLOSED CLOSED' 890181 " 24 VDC 2.0 , 890149 125 VDC • ,,, J' , 2 115 VAC . ' 3 X, 3 +° , ' JP7 UISDEV_FLOOta.,'.t-4O2.Zt G » , X , JP8 5 1 JP9 X , •' X DIODE ' , r 6 X ` " JP13 X 7 X ., 1 8 X , DIP SWITCH SW3 i 2 3 4 5 6 7 Er Co' 2 , F! 1.0 Q .0 (+)(-t) " 3 F2 1.5.1 Q 0 4 COMMON CONTROL BOARD • .I AUDIBLE FAULT Ie SYSTEM POWER 0 SYSTEM SrAULT 0 FIRE ZONE $ Sri :Yr , SUPPRESSION' CONTROL 80ARO AI iIt004 Urn !e riAil Aitra.d ' r moo* essawmi WOWED ' 9194=94 AMIUWOMW mimeo PALULate O 18 11 IIIIII1II11IIII1 102' W�► t, 3 TIME MUIMMO 00.0ISCHAJWIL 181 CECO#01 , ' sommammommew moo e tc rJl z, 'roP i " bE'.'0: .-r0°2z, CA L e;r pE- rf. f -r 1, Vr ;-P�f'tti 1 al It A, 5 1) I\-1/-'tttJUAL- HA L-0/'.) R :C.g: , = 5r-rNS. PANT L.. \ / ,w AtJ%: L-M"i Rem, o NV', t) L. frV\ tr..Ot J 1 c ! o - 10.A.1,',14�,u °„O r�..,..i C.. %r' off:.: '*ZO ig,a ri -T' Y(/ CA t.2 0 f` 8 ', (7; -r c,;;'"rX ,1 • FART OPEN NUMBER CLOSED AMPS 890181 " 24 VDC 2.0 , 890149 125 VDC 0.3 Xr 115 VAC 1.0 DtSc.t-(A"_AS';Vk4t,\IZNI th Ho 1.1 3 )< JP6 5 4 JP7 UISDEV_FLOOta.,'.t-4O2.Zt G » , X , JP8 5 1 JP9 X , 6' X. , DIODE ' , 7 X ` " JP13 B X 1 i 2 3 4 5 6 7 Er Co' 2 , F! 1.0 Q .0 (+)(-t) " 3 F2 1.5.1 Q 0 4 COMMON CONTROL BOARD • .I AUDIBLE FAULT Ie SYSTEM POWER 0 SYSTEM SrAULT 0 FIRE ZONE $ Sri :Yr , SUPPRESSION' CONTROL 80ARO AI iIt004 Urn !e riAil Aitra.d ' r moo* essawmi WOWED ' 9194=94 AMIUWOMW mimeo PALULate O 18 11 IIIIII1II11IIII1 102' W�► t, 3 TIME MUIMMO 00.0ISCHAJWIL 181 CECO#01 , ' sommammommew moo e tc rJl z, 'roP i " bE'.'0: .-r0°2z, CA L e;r pE- rf. f -r 1, Vr ;-P�f'tti 1 al It A, 5 1) I\-1/-'tttJUAL- HA L-0/'.) R :C.g: , = 5r-rNS. PANT L.. \ / ,w AtJ%: L-M"i Rem, o NV', t) L. frV\ tr..Ot J 1 c ! o - 10.A.1,',14�,u °„O r�..,..i C.. %r' off:.: '*ZO ig,a ri -T' Y(/ CA t.2 0 f` 8 ', (7; -r c,;;'"rX ,1 • FART CONTROL HEAD NUMBER yT AMPS 890181 " 24 VDC 2.0 , 890149 125 VDC 0.3 890165 115 VAC 1.0 'PROGRAM JUMPERS, JUMPERS ' CUT Y , � � OCSCR 1PTI OKI, ` JP1 b JP2 rl, . JP3 , N1AmUALILELE.AsE /At3oRy ST", JP4 DtSc.t-(A"_AS';Vk4t,\IZNI th Ho 1.1 JP5 JP6 5 k ---t A 1-01.1 NOZ..ZL.G ' Ina , ROOM JP7 UISDEV_FLOOta.,'.t-4O2.Zt G » , IEbtrt JP8 X 1 JP9 --14--- JP10 --moi-- DIODE ' JP11 JP 12 coNDU 1T " JP13 , 714L0 P I PG t UJ bbl: 1✓ L R, -r i L.>CA -r'o �..a kA .:= s ELECTRIC CONTROL HEAD SEAL WIRE INDICATOR ITSTEM BATTERY.CALCULATIONS FOR N.C. MACHINERY COMPUTER ROOM CONTROL DEVICE GEMINI PANEL COMMON CONTROL BOARD;, SUPPRESSION CONTROL BOARD INPUT ,DETECTORS (16) OUTPUT 'DIGITAL COUNTDOWN DISPLAY (1) HORN (2) RELAY, SHUTDOWN (1) • CONTROL HEAD 306 X 24 HOURS , 1.816 X .17 HOURS',' 2.0 X .003 HOURS 1 U T DC ,I r\.. R ►R LAY \JI k' rJ Gy Coto U I "1 -no ---114c. .-1 C)U1PMYty)\A/ RJ NI CONNECTION FOR FLEXIBLE ELECTRIC 1T �N NPT FEMALE LOCKING PIN • LOCAL MANUAL RELEASE LEVER 6.18" (157mm) 5'5 ,, .. , w w,x, weir M III A MAIM�aoos o� ® ...www 1r b,••, MN. I4.00" (1(72 mm) 4 VEL NUT (38 mm) HEX -18 NF -3 TI•READ pu .00024 fM, , .400 .306 A r~, .Z00 .120 ,050 = 7.344'A FOR STANDBY 214 HOURS r = .309 A FOR 10 MIN ALARM .006 A FOR MOMENTARY,DRAW 7.66 A HOURS REQUIRED 9.0 A'HOURS SUPPLIED ! i i1, ,�1 L E C� E. N D * p , i V aryl 1 ' , SJ M' OL Y , � � OCSCR 1PTI OKI, ` b 64 rl, . N1AmUALILELE.AsE /At3oRy ST", P2 ALAT.M SELL .' DtSc.t-(A"_AS';Vk4t,\IZNI th Ho 1.1 5 k ---t A 1-01.1 NOZ..ZL.G ' Ina , ROOM ®' UISDEV_FLOOta.,'.t-4O2.Zt G » , IEbtrt E,NO OF LINE SI CT Q --�--1 1 Co rvAC:1' N%.0." --14--- CONTACT , Imo. C.'• ' ' , --moi-- DIODE ' ------,, coNDU 1T — , 714L0 P I PG t UJ bbl: 1✓ L R, r••,_•. ELECTRIC CONTROL HEAD SEAL WIRE INDICATOR ITSTEM BATTERY.CALCULATIONS FOR N.C. MACHINERY COMPUTER ROOM CONTROL DEVICE GEMINI PANEL COMMON CONTROL BOARD;, SUPPRESSION CONTROL BOARD INPUT ,DETECTORS (16) OUTPUT 'DIGITAL COUNTDOWN DISPLAY (1) HORN (2) RELAY, SHUTDOWN (1) • CONTROL HEAD 306 X 24 HOURS , 1.816 X .17 HOURS',' 2.0 X .003 HOURS 1 U T DC ,I r\.. R ►R LAY \JI k' rJ Gy Coto U I "1 -no ---114c. .-1 C)U1PMYty)\A/ RJ NI CONNECTION FOR FLEXIBLE ELECTRIC 1T �N NPT FEMALE LOCKING PIN • LOCAL MANUAL RELEASE LEVER 6.18" (157mm) 5'5 ,, .. , w w,x, weir M III A MAIM�aoos o� ® ...www 1r b,••, MN. I4.00" (1(72 mm) 4 VEL NUT (38 mm) HEX -18 NF -3 TI•READ pu .00024 fM, , .400 .306 A r~, .Z00 .120 ,050 = 7.344'A FOR STANDBY 214 HOURS r = .309 A FOR 10 MIN ALARM .006 A FOR MOMENTARY,DRAW 7.66 A HOURS REQUIRED 9.0 A'HOURS SUPPLIED ! i i1, ,�1 L E C� E. N D * p , i V aryl 1 ' , SJ M' OL Y , � � OCSCR 1PTI OKI, ` C`/LI N DEQ.. £ • C.61•JT2.0 L " 4-1 C.A V 1-IALol,1' 6oKrreoL PA1.1EL, , • ., N1AmUALILELE.AsE /At3oRy ST", P2 ALAT.M SELL .' DtSc.t-(A"_AS';Vk4t,\IZNI th Ho 1.1 k ---t A 1-01.1 NOZ..ZL.G ' Ina , ROOM ®' UISDEV_FLOOta.,'.t-4O2.Zt G » , IEbtrt E,NO OF LINE SI CT Q --�--1 1 Co rvAC:1' N%.0." --14--- CONTACT , Imo. C.'• ' ' , --moi-- DIODE ' ------,, coNDU 1T — , 714L0 P I PG t UJ bbl: 1✓ L R, r••,_•. 1 • TITLE: 4-IALO!\J i"r�Dl TO Ai_ PL_i^:c,. b)m 7 ' JOB t UMZ E'2 : " -' 0 JOB NAME : i. C. , MACH l JE.►Y COM ADDRESS : 1702.5- x,111. VA4IC--t 0,A1 AY TU K\ JI LA \,,,,e/A DRAWN BY:' CY%\i"' 1f-1 1 r(A ¢W41:: SHEET NUMBER DATE: SCALE: AS NO'r b APPROVED BY: r OF -rw0 Stir: L TS 0 4 51 AA