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HomeMy WebLinkAboutPP - 13735 INTERURBAN AVE S - FOSTERGREENS APTS - PERMITS AND PLANS13735 INTERURBAN AVE S ASSOCIATED PERMITS 89-5-1009 86-UGW-1007 88-S-005 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per it PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /// - 57a� /�Grr S /1": Type of Inspe ion: n .. Address: 1 / .373 :AS Contact P rson: Suite #:'73XQ Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: //kc l df 2/Vzo/r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �z s3 Date: //2'// S His.: Y$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Address: .0. K. 3SSQI City: p Word/Inspection Record Form.Doc Company Name: CjLmr,,..pk_ SeCe.'ri _ ( Zip: '3j3 State: WI4- 3/14/14 T.F.D. Form F.P. 113 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, or er o end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 0 O t. rS 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. GQ -t_, �-iL4 f7 f Date: 40714 Inspectors: Start time: /<:-:-S-0' Reason For Fire watch: 1iolt )" -Cy reSSi0A feeder I,,� a* Incident #: fq b gdZ (3755- F Business Name: ,' 'x r-2 4pry . Business Address: j 3,12 $ 1,tia u bfk,AUe S Business Phone: 2O6 - Z`( '- -7c93.0 Person in Charge: 5w.e..... Signature: W - Fire Marshal's Office Y - Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-44077 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov - 13 � G.rt,u rryt64, n_e /U Y3 s 7s'4-pvc rvpaerve/-4- j /S KING COUNTY ZONE 3 FIRE WATCH FORM IN L King County FIRE WATCH INSTRUCTIONS 1. Do not reset the alarm if alarm cause is likely a system malfunction. 2. Silence alarm if needed and direct the responsible party to request a service call. 3. Fill out all portions of the Agency Copy. 4. On the Site Copy; a. Fill out the incident number and b. Identify the fire watch frequency c. Circle the appropriate follow-up agency d. Identify which system is out -of -service. 5. Leave the Site copy with the responsible party. ch In A 6. Identify the person this form was left with. 5all+%(Yi \ILL 7. If the Fire Watch was declined, identify the name of the individual who declined the fire watch. 8. Was the building secure when you left?.Yes ❑ No If not, please explain what actions were taken. 9. Post placard if unable to contact a responsible party and/or wien notification to building occupants is important. Fire watch placard posted? Y / 10. Scan and Email the Agency Copy to the appropriate Fire Marshal's Office. 11. Include Agency Copy with your fire incident report. INCIDENT #: 116 4c1 9 y REASON FOR FIRE WATCH: 1$'7 'y471:M/1 w ovr (,✓ 5T SYSTEM OUT OF SERVICE: Sprinkler ❑ Fire Alarm ❑ Monitoring ❑ Other Suppression ❑ Other 4�SW.Aitxq RESPONDING UNIT/COMPANY OFFICER: G3q' 15 BUSINESS NAME: OG} "— G i "-> .4PT`7 BUSINESS ADDRESS: (38 ic- tivreio—tAICA,4 ti BUSINESS PHONE: (,%LG `V\ 1Lp'�,� Ava BUSINESS CONTACT AND PHONE NUMBER: 'iqr)5 l ( W a CONTACT NAME/SIGNATURE: Agency Copy — White Site Copy - Yellow Z3FM004A 01/2019 11141 King County 4:41t537411 \1`1 . u '11 Burien/Normandy Park/KCFD#2 FMO@BurienFire.org, BurienFire.org, Phone: 206-209-4119 Enumclaw Fire Department/KCFD#28 FireMarshal n,Enumclawfre.org King County Fire Marshal's Office FireMarshal@,KingCounty.gov Mountain View Fire & Rescue/KCFD#44 Pkramlich@KCFD44.org, Phone: 253-735-0284, 253-569-4211 Port of Seattle Fire@PortSeattle.org PortSeattle.org Puget Sound Regional Fire Authority FirePreventioncPugetSoundFire.org, Phone: 253-856-4444 Renton Regional Fire Authority FireMarshal(a),RentonRFA.org South King Fire & Rescue Prevention.Division@SouthKingFire.org, Phone: 253-946-7348 Skyway/KCFD#20 Admin a KCFD20.org, Phone: 206-772-1430 Tukwila Fire Department FireMarshal@TukwilaWA.gov Valley Regional Fire Authority Fire.Marshal@VRFA.org, Phone: 253-261-3616 Vashon Island Fire & Rescue Administration@vifr.org, Phone: 206-463-2405 Z3FM002 OI/18 • 3o T • c. c. ...... i • --. 4, .............. _ -- .- ...----"- . 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LUT Ar.)MA ALOPL LINT * UN IT5 PS5?Urr- ur Ftfl rOh-TION 1.12-it,mit-N OF wiLDINe-,, JM tt_/-) OF UN1T NUN! br-DFLCOM UNfT5 NUME)r) Cs) bEDhOoti UNIT N LIN be.rt rAhti-NIkIrri e eh 5 4 NONTH h- Nturn C-- AbuTil N G INT EP-) b 156\N AC ht. 5 uN 175 -5.2. u T5 Q. i /2CXX, 81 uN1T3 e 500 I Ob 2_0 Co c. 2./ UINIIT 4 45 2.4 24 9 cx Lot) rorinoN Niuri bEF-1 or IU_RLD I Ne:75 (4, NUM.h a Li4ITe NUM?EN 0) EZC'hGCM uNr-r -_ 7 Nu M Cri) f5.17hOONI ut41-1-5 48 NUM rtes Cr PAP -1N N It o KUM EQ COVEr-F1) PAN-1Nc= 45 FILE TL 1067 REGISTERED ARCHITECT JOHN M. ANDERSON STATE Of WASHINGTON LAN_ nkt ffrit-ssr& cornpuN5 -ruNvJILXMLX rCh h[Ch Ni0N JOHN ANDERSON AND ASSOCIATES 10620 N.E. 8th • Bellevue. Washington 98004:: - - (206) 454-3096 5205 • ROGRESS RINT iSUE DATE • 5d1 iSv �. LINT PhOPTTY UNl= • Fllvk.rHP-D �P`L�✓�. • LP UNIT UNIT P; �TYP _ ��' 1=x! 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L 2 I 7-0 I /L - I I 2 Z 8-0 9-0 !-a 1_ 5-0 O 9-o O • IO -0 \ I __ — r _ 1-4 • / 1 r t Um, m, 8-0 T - /3•b 1 0 - 3 — --.E1 0-4 ' I I II 7-0 — – NOi 14 OI 5 - o� 4 v -C, I%z I/_ I O '' IJ- Ir - ,c) 8 4 9- i N , I�✓i �� J - - i ii'Vv i ti T L 5v 2-/1 C J O 1-6 9-` 0 9-6 j� L 10-0 a- o / /Ih 11113 t 44 0 n t H 11 0 1 14 IC% O - Z• '/c g-9 O' •1I �k 1'/tch 0 9-C 1--O --r i 0 10 I I II II II II— 0-4 \O —2 -o L' Z- 0 0 Z - \ 2 v.• 0 1 -6 4 i -6 9-o 0 ,(• �1 'hjI 9 - 11'/. 0-67, % / 10-6 1-G a- L = --� b I L_ ✓'I C- f\iV i 4 3- 0 Z•/, O-4 3-G 0 j— I ( -n 19-3 Ip 2-G 0 13735 INTERURBAN AVE S 89-S-1009 1 I ri OCT 16 1989 u HANGER LEGEND "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J "J" BOLT K SHORT CLIP L "L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR T U V W X Y —r 2 - WAY EARTHQUAKE BRACE 4 - WAY EARTHQUAKE BRACE IDSTRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND (n = SPRINKLER ORIFICE SIZES AND TYPE 3 7 1 SPRAY 16 8 16 2 O 1/2" 0 1" 17 32 SPRAY 3/4" 0 1" 3 7 1 SIDEWALL 8 16 2 4 1/7' 44 1 2 DRY TYPE 0 1" TEMP. RATING O 165' 212' 286' 350° 500' O Zg 1/2 1/2 1/2 1/2 SPRINKLERS USED SYM SPRINKLER ORIFICE SIZE. TYPE 6 FINISH QUAN TEMP TOTAL FITTING LEGEND APPROVALS REQUIRED M EYERTECH F VICTAULIC "FIT" M MICHIGAN "SLIP-LOK" P SN PIPE -O -LET SHAPED NIPPLE ITT GRINNELL "EASE -TEE" DISTRIBUTION QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13-1983, SECTION 3-10.3.5. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-15. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTION 3-1 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, SECTIONS 3-12 AND 3-13 _ 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. - 8 ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY 9 PAINTING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY 10. FURRING OF PIPE AND EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY DESIGN CRITERIA AND PIPE NOTES REVISIONS MK DATE BY T /0-',_87 5 M A A A CONTRACT WITH: CONTRACT NAME: Yj WORMRLO FIRE SYSTEMS DESIGNER DATE SHEET JOB NO. 4-4 OF ,w1u YI r n1 1, a I I^,ry I I ry I u 1Ip,rl no 1 11,n, ,14 ° 111111,11 SII nilnuw nu I. 1 ,111 2 3 , 1111 1,1 I 11,1 II, » 11, 1 if *mi ,1 »IWu tip 4 6 7 10 12 II Id, IGy 1 r1, 11111; 1 111n4,111 1*1II , r11 1,11,110 11111 IpI I, I,. 1J, II All 13 14 11 111.1 1 11 1 1 III !p1 II Iq I II II I 1,, Ju do I I I 15 16 Iw 71-PrC)p, r FI 1 EXIST. l e tviA I F,� 10”4vg., 6o, VA. 10'° VA „pr \,- .., . t,I , L- 2 4 Uc ITS * ATG 4 uG I -r STS• 27r.:, 0 11 •, I"TU rr{Y 5L E.> 5 S I uJf�l l-�.r 411 4 I I ON.,I" u rI 11, f✓' ('-: ,� 1, 4xI ( 44 > L LXc hCOOF; I ' i 67E LIMc ,A-2` CO LEa V AL.V, 5'' i s STT RFi 7- TO -1 - II L I Er'1 WE FLOu1 ALU, Al IZ rot -i erze,v5Glz THk U WALL..\� I'll r- SIU. AF I -1 : , YA rorrearr ETA1N WA l L 12 La►IiT5 -rte r r 4-r-t5T F r a Fz.'„ no ( 11_ Tr) 07'J T rtr'' h I E 11 lca�,F,L, 61( rr, 'VSk-v T1""^ r'1 P E R. SW I Tc --1-$1 2 F'�-) T 1 1, I D I (A1 V/'/E(5 I< L-OcAT ► OLI,) C''"`"co"x4'Izep . x2LO G. Tar= - c r� w/'25'AcE FILL v,l/ MM14'T I C,. p.,AL( r,)11AI11 FLUV'.-F 5F'C.G'L W1 ri'I S ,1 VA, (Ir. )-Ior.IZ. POSITIO /.1 ''TAM PF r Ul 4 U N' 1 P. �T. -4 awl 40 Liz? 5 Uri tT4,, Y t2 t411T`,, f'ZVA S KT VA <% 4 OIC .S 26' a ,-- ____. ,44 '20 U X I PT Cc" N1410 (71.111 AVE , (L Ef"✓l b 1 12.C;)- R_OT PLAN I►1 (Uk=' f'r :TF r'1) M )I I•^/,,, 1 I I C L)f•.l L G I Ki W (vin I TC -t 1 --r)nlar:I.I< C1-IrL1� r.;0l)elE O' t. Y "re.AO- FLO) I EvEr IT2" Cal _» 'j LO ' TI Oviz jJ ,Trema, 2 z 11 1111r}EI...'. ST IY1`,w IT 1 \ti - 'U'- 2I LOCAJiCfJ_ / r'II'c. ALL OPAii S r�1 � sN1r) LL 1,'A1- , I 1 � r1 .I I • ". -L 4,11 r'L, r!1",aillrY; v\,11 Al VIi vA 1 r\l )LII I! T'A11! w\ CA PAC ITy- FE7Q la, LoG. 1-:4_.}.. '( r'5rEti I VI k' F.i~ ; :—>^ X FAc.TcK -7.-- r4 L , f U) J]N��O.. b 06 r=14 48 ^72 e1 0 4 , I A 4. w 2" F'FI I21' u P" Ft I Is F IL U(�'htlGriTC, " PEND. " ORI F. SI DEWLL 12" DWI sl De; T 5 DRY 088 I'4' TOTAL 4 1 .0-7E, I I , r4. ! '' .. .. I (X ,-.),t] /)11 . 4 1'74 4,01 i ii ,,1 -1& 1= ..,) 2. 1 4 " ' I C I.6:r,..: 64, C1: ,,.II.I 11IiI COAL_teaS4'7R. , cAve>r, EA, r•a;, 2 ," - VSA Li 'I s.�, -7 • c 4 52.1.2'/ . 141' /e I CQb .D--1. Sw-Q 11211 1 OJ 4 -,106:, I Cfl L v -,�. — in" s. . 2e)_ 9, =A - ,1 5 v� a .--CGO _e I 6,', ?.,C1 GALS, CA P r FA . e.L1J , _ L 0 ?,` 4 UWT5 V EiLL)&s, L-2 E z LC7C4\ Ind NOTES 1. INSTALLATION PER NFPA 13, 1987 2. EQUIPMENT AS LISTED BY U.L. & F.M. AP ROVED 3. MATERIAL SHALL BE AS SPECIFIED & LIST D FOR F.P. SERVICE. I I 4. SYSTEM SHALL BE A TYPE WET & DRY 5. DESIGN OF APTS."SHALL BE LIGHT HAZARD PER NFPA 13 PARA. 3.5 jxTcS T O V F1A?. FCR STdt2. Gam',-ATric.wCRpr LIGHT. 6. UPRIGHT SPRINKLERS ARE ORIFICE VIKItIG 155° BRASS. 7. PENDENT SPRINKLERS ARE - ORIFICE 155° CP SEMI -FLUSH. 8. HYDROSTATIC TEST ON SYSTEM SHALL BE 200# FOR 2 HOURS. 9. CERTIFICATE FOR MATERIALS TEST TO BE COMPLETED AND SUBMITTED. I° 10. PIPE SHALL BE PER NFPA 13 PARA, 3.1-3.1.1.7 STEEL SCH. 10 &SCH. 40 ANI) FITTINGS WITH SPECIFICATIONS AS FOU.OWS;_ I;" » I% 3 ' •*•!-- ,-V (1' 'NZF-11-714-0 r ! 1 2 b Sr • 11. FITTINGS PER NEPA 13 C.1. SCR'D FOR ALL 1" VIC FIT TEAS & ELBOWS 1-1/4 & 1-1/2 NFPA 13, PARA. 3-13. 12. COUPLINGS OF JOINTS TO BE APPROVED, GROOVED STYLE W/ JOINTS ROLL GROOVED PER NFPA 13, PARA 3-12. 13. HANGERS TO CONFORM TO NFPA 13, PARA.' -I'' ACCEPTED METHOD. 14. EARTHQUAKE & SWAY BRACING PER NFPA 131, PARA. 3-10.3/ -10.3.4.10 & A3-10.3. 15. DRAINS PER NFPA PARA. 3-11 THRU 3-11.4.5 RULES. 16. INSPECTIONS TEST VALVE TO BE 1" LOCATED 41-0" ABOVE FLOOR — ORIFICE TO BE STD. #" BRASS. 17. DIMENSIONS ARE q_ TO q OF FITTINGS ON PIPE. 18. SUBJECT TO CITY -OF TUKWILA APPROVAL. 4 b {w TDTAL. SPRINKLERS' LOCATION SYMBOL DESC. TEMP IU Cil r.".., L.1 f,'-�-.C.. .,• 1 , LtX - L_r=.ALG LJ �,c394.5 L ewe J]N��O.. b 06 r=14 48 ^72 e1 0 4 , I A 4. w 2" F'FI I21' u P" Ft I Is F IL U(�'htlGriTC, " PEND. " ORI F. SI DEWLL 12" DWI sl De; T 5 DRY 088 GJ 11 TOTAL 2,216G 1 nNIT or T - I . 1»1I , .., , .M_, I , ._- r *err .......,,.-,., * 11,11.. ,_,.,°.,.-..._ _, ,.1 4'' wie..)r=1.4 I1 Loo I Y1 noi I. (2:0oL 3 I t:) cJ r DATE up FIRE PROTECTION SYSTEM FOR L4 p. L.l..�4 E= cow 5T , { o ^ sheet no. 1d PA' AVE So, A ,I ° 144 J of 7 rev. job IVY H I LLQ CDr'I pL X GDwTAGT; pAuL LAL%ELL..a.g-rE location 9,11 I IJTk..0 12fE,A0 A.Ua, Tu 14-Nw ILA, WA, ob no. ert.41 i I F I h E C 0 M T OL CO., Inc 4001S E.276th, Spanawsty, Wn. 98387 Wa.St,t to Lic. No. FIRE -CACI -148 -RE (206)847.1416 13735 INTERURBAN AVE 5 89-5-1009 I i r1 HANGER LEGEND "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD F FLUSH SHELL G CEILING FLANGE H SIDE BEAM BRACKET J "J" BOLT K SHORT CLIP L" ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR T V W X �-� 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE N STRUCTURE TO CENTER LINE OF PIPE IN INCHES SPRINKLER LEGEND Mo Y m SPRINKLER ORIFICE SIZES AND TYPE 3 / 1 $PRAY 16 8 16 2 17 32 SPRAY 3 SIDEWALL 8 16 2 1 2' ® t DRY TYPE O 4> 1 TEMP RATING O ggE a 165° 712• 286• 350' SPRINKLERS USED SYM MANUF ACT URE H TYPE MODEL HL AD L SI,U I OHI' 1 HFI') I F MP 01 V FINISH WISH Sle'F .- SIIF _ TOTAL FITTING LEGEND APPROVALS REQUIRED F VICIAUI IC II[ F SN F IT PREP SHAPE D NII'I'I E 11 HOOKER M[ Mt CHANICAI II E PI SN I'I AIN END SHAPE D NIPPI F P PIPE 0LET ___ SN SHAPE D NIPPI F TSN TIME ADE D SHAPED NIPPIF W WE IDI I) !I /I 110 ILEX C,H1)0VE D COIIPI ING DISTRIBUTION QUAL I1 Y CON 1 FiOI BY APPROVED FOR FABRICATION BY DATE DATE GENERAL NOTES 1 Al I MA IF MAL AND I QUIPME NT TO BF NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CI NIER TO CENTER EXCEPT RISERS & DIMENSIONS SHOWN 1 HUSL Y (1 6) WHICH ARE I ND TO END I ART IIQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NI PA PAMPHL F T NO 13, SE CT ION 9 10 3 5 4 I'II'1 HANGI HS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NI I'A PAMPHI F T NO 19 SE CTION 3 15 5 PIPING SHAH BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13, SE (.TION 3 1 B JC)ININ 1 OF PIPL AND FITTINGS THRE ADE D AND WELDED SHAL L BE IN ACCORDANCE WITH NE PA PAMPHI I T NO 19 SECTIONS 3 12 ANTI ) 17 / OWN! R 10 PROVIDE ADEQl1AIE HI AT TO PREVENT WATER IN PIPES I DOM F REE ZING IN AREAS PRO1E CTED FIV A WET PIPE SPRINKLER SYSTEM 8 AL l WIRING Of F LE CTRICAL DE VICES (IF REQUIRED) TO BE PROVIDED 9 PAINTING OF PIPE AND EQUIPMEN1 (IF REQUIRED) TO BE PROVIDED BY _ IJ )1.7.14-La FURRING Of PIPE AND EQUIEMI NT (IF REQUIRED) TO BE PROVIDED BY _ PIPE NOTES REVISIONS MK DATE BY CONTRACT WITH 34125 PENNI WAY SEATTLE/ WA, `112.2 CONTRACT NAME FIRE SYSTEMS 110Z-) 54 -Th AvENUE- le)4 244 DESIGNER ____ DATE SHEET JOB NO 1 2 3 4 5 6 7 8 9 11 13 14 15 16 55 25 1NSIAL'ILFIRE IN HYD. '' ASSEMBLY EXISTING 12" C. I., WATERMAIN 235L.F101D.I. 46'-20 °STEEL /CASING (0.25 WALL) for 1011 DOMESTIC • WATER SERVICE TO 20 L. E 10" D,1. EXISTING 12"C.'I.,W.M. D. STA. 0 +00 EX. S.S. M.H. RIM= 18.68 -200 L.F 10"D.I. ' 14 EX.S.S. M. H. 8-1 W GNI 00101 S.S. E S.S. EX. 8" S•S• EX.- MO UM EXISTING SAN. SEWER MANHOLES ---SS. EX. 8 S.S.1--•--EX. 1011 SS EX- 1 . 6.0L F. EXL5T1nIG 1 O'SAU. SEWED @ o. ooz80FrA'T 1011 . E I"(:t,` SS. f )C 1.5-rl uc, to _S.L\s..1 sEW12.. 10 LFFt D I.CU 300L.F. 10" DI , 30L:F 6"D I.CL.52 45 L.F 6"DI.C.52 • (6') 78L.F 1(3'1).1. oQ E DRILL. 1.i1/4.14•1C,LE FOR S\DE SEWER. CeDUilgCTl0211 135L.F *15:4--- 5.5.C.0 Q I.CL.5 \y ,CATICAL (LOCKING 'Oil 11 1/4••11 I/Z••1O• ICNOS PI r1 1111 V 1 CU FT A 11 11-0 B 1,0. 11.42. It 2.3' o '1 ' 11 I/1 II 2.1' 21 I/2' SO' 6"' II I/4' 11 I/1' 14• 35 GI 16 1,9' ys' 0 15' 4-97 Q a 000v "NOTES: I. CONCRETE BLOCKING BASED ON 200 PSI PRESSURE AND 2500 PSI CONCRETE 2. 3/4" 8 RESTRAINING RODS REQUIRED TO CEAD MEN PER FIELD L REQUIREMENTS 1/4" 15' 1.0' 1/4" 1.0" 47 3/4" 1.0' 10 11" 'Il 1/4' 11 1/1' t.2' 11" 10' 11 1/4' 11 1/2' 111 11.4•, 2.5, 314' 2 0' 7/0" 3.0' 70 4,1' 7/3" 184 2 1/B" 'i iirr 7/." 91 '/4'' !,12 I1 28 r' ii2 320 30 480 225 330 6,1' 1 1/4- 2,0' 6.9' 1 3/8" 4.5' b,e' 1" 3/3., 7,9' :.5' VI0TICAL (LOCKING FOR '5. OCNOS 45' 45' 24- 0 68 113 3,1' 4, I' G.1' 3/4„ 1.0' 3/4' 19' 1 I/8" 560 20 8.2' 1 1/4'• 4.0' 9.4' GALVANIZED, "NREADED RODS AND PIPE TCLAMPS IT SEE NOTE 02 45' VERTICAL BLOCKING FOR 11'c', 221', 30', 45' AND 90' BENDS CONCRETE BLOCKING NTS 13 CAPFE0 CROSS 90• BEND I0001I •1001 • . I.. 14..1.1 •..0 4,0,•11 0.41110,0. 1.11 44141..• Poet rip li,. £I.'II: 11'1.11 flat) WTI! 111,11 1 1" 1 , 1 p• 4 4 1 1 4•' 7 1 1 1 ,0•• 11 10 1 I ,1.. 11 11 1 5 n^ 11 '1 11 1 16" 11 11 16 II" 11 11 10 00" N 411 18 iv 58 41 11 18" 48 )1 IS 71" 57 74 .1 10" log 17 H J4. 1, 114 75 11•' It/ 171 107 4J' 257 711 140 real Ty 1) 1. 10 11 '1 41 11 11 40 55 7' 00.11 11 14 10 18 11 4$ 4; 71 107 140 441411 Of 4001..8.4 18.0,1.0100 01.4 •. 101 t.1 .•.1.0,4 ,.4 1010 10.1 008..04 4084 01 1.000 ..0e.,.13, 11444 •147.. . 0•,1. ,•.1 1,1 •0:.4141. h, •IM, n•• 011.1. p.,,.,1. 4.41 1..1 .4.1.0.1. 1••••••1• 11,.It04 0011 01 1111 1• .1•,1 •.4 • ....• 0.11..11• • •, 1/4•14.••• 101 •••••14..1 •p, •.. 1,•• , 31 ..1, 0. 1114. ,,011 4.4 .,1.1.11 !1.11.1. 1411 ••4 •,.II l0 11.•. •41 ,•;.II 111 00,041 44.44.,•11 Hrl• ▪ 4,.••.1114 .1 "4..,• s. C4.1•.,a• .8111 1.4,111 1•14.11.1 04 .0,..0 • .44 ,,,,, 1.11 1•.1 0,0.,0,0 ...011 .t 10 100.1•..00,1, „1...14.0 10'41,14 0.... 811 w01l..•..1 ..101... TEE •401 YEE 111/44 BEND CONCRETE BLOCKING CROSS 1.1111 WWI" rim .n.eo r 75. 8 L.. "Q1�C L. 52 10.5 L. F 6"D. (.PAD GRADE 23.0 LOCATE NEW MANHOLE OVER EXISTING 8"S.S. MAIN. MATCH INVERT EL.=35.271 & ADJUST RIM TO FINISHED GRADE CHANNEL AS PER CITY OF TUKWILA STANDARDS PAD GRADE 22.5 E 29.S.M.H. RIM=21.6 1..E. E)=,;13.Q0 I.E.(W)= I5.00 INST. I.E:. (S)s 17.00 SEWER ESMT. PAD &RADE ' U 25L. F 6" . L . 52 \IL ►a 135 LFI 6'"'0:1 CL. 52 115L.F 20 .j5Ip111,'IKI II ' �III�,I„INylluu+ N ' '44„� Nh14d II.'lil ii' 1I Lly. I EX. S. S. MH # 29A I.E.=53.00±E I.E. = 55.00± W LOCATE 81 VERIFY RIM 8 INVERT ELEVATIONS PRIOR TO CONSTRUCTION OF NEW 1114PR OVE MENTS 55 M'9 .L • '1.11,1604.1.2666111 " Y1;a In1111111 ' 1,111. 111 Vyl luol�µY�IIJ �! MOTE: I I a/ / XISTING" F. Existing 6" Water Main 56TH 4'E SaElli0A1 ROADJ • CAST METAL VALVE MARKER POST PER STANDARD DETAIL AND EXTENSION PIPE LOCATED ADJACENT TO METER BOX PAINTED TWO COATS OF ION -COR- ROSIVE PROTECTIVE PAINT, PER A.W.w A. STAN- DARDS. NAYS N/.LI PPM n.P"A00D Liman. TON. COr,Cw1TI 70041 11LOLYl CONT 1" PVC' UNDISTURBED GROUND PLAN TWO PIECE CAST IRON VALVE BOX WITH STANDARD 24" BASE AND 8" OR 18" TOP EQUAL TO RIO') VALVE BOX "940 SEATTLE" OR EQUAL LIDS TO HAVE TABS [ 41( •WCf1e PIM 02* 10 J40. 7O MOM" 40 CM R41C aN00Na 1410 WWI rdA. 0• '* 400000,1 xntw00' 111'10YL 0TAN0A,p:4a14 70014400 �Il r art VKVI CAST 'ro.l soar,,, sr114w10 rCOVR/N0 sr PIMP DAMS TOR 411.4 PTO 4Wl TO oA4vN.a0 sK,o.a OAte vK,1 PROFILE r.1a • ,ow NO DA4w NOLO 2" BLOW -OFF ASSEMBL NTS /i 8; p EX. S" STA. 2+85 EX. S.S. M.H. NO. 30 RIM = 72.38 I.E.= 56.28 Provide 0 ring tea per T.M.C. Concrete - Thrust Block s co PROVIDE THRUST BLOCK - Bury 1 Hydrant FIRE HYDRANT TO BE PAINTED WITH Two COATS OF '1'• STOLEI.N' '659 YELLOW GLOSS. HYDRANTS TO BE MUELLER 1'-24015 00 MUELLER A-419, OR EQUAL. HYDRANTS TO CONFORM TO A.W.W,A. SPECIFICATIONS C 502-54; SHALL BE COMPRESSION -TYPE AND SHALL HAVE 2 -PI '1E BREAK- ING FLANGE WITH BREAKING TH1 OLE AT THE GRO,pID LINE OF STEM. HYDRANTS SHALL CONFORM TO CITY ORDINANCE 0129 PINKER TO FACE STREET OR AS DIREC ED BY FIRE DEPARTMENT, HYDRANT SHALL HAVE A SELF -OILING ORY &MET WITH FACTORY FILLED RESERVOIR, HOLD NG APPROX, 18" 8 OUNCES OF OIL. OIL RESERvOIR SHA L HAVE NOT LESS THAN Two "0" RING SEALS. THEfyrPER STEM SHALL HAVE A BRASS SLEEVE. II 2• �ij���\ /i.11;NW!/i\��"':.A. , 'ii�,4 /./.!:..,, rid \�I„• T I = MINIMI!') 3' AND ;� MAXIMUM 10' 1 m 9 NOTE: FOR TAPS ON CEMENT LINED, ASBESTOS CEMENT, ':AST IRON OR SIZE ON SIZE UP TO AND INCLUDING 12" I.D. • 2. ASSEMBLY TL► BE PRE'TESTEO. FULL BODIED,TAPPING TEE & VALVE `QTS L'4 Y0. COURSE GRAVEL OR CRUSHE ROCK (3" to MI") HYDRANTS SHALL BE EQUIPPED WITH TWO 21" N.S.T. HOSE PORTS AND ONE 4"' N.S.T. PUMPER DISCHARGE PORT ANO SHALL HAVE A 11" PENTAGON OPEN -LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5'c" MAIN VA E OPENING; SHALL BE DESIGNED FOR A 42" BURY AND SHALL HAVE 18" ABOVE GRADE LEL TO PUM- PER DISCHARGE PORT. II TO BE U.L. APPROVED AND HAVE A 2" OPERATING MUT. 18" TOP SECTION CAST IRON VALVE BOX WITH SLIDING EXTENSION CR1CH W TABS). 1 - CAST IRON TEE - M.J. X M.J. X F.L. 2-3/4" COATED STEEL SHACKLE RODS. 'c CY - 1:3:6: CONC. MIX POUR IN PLACE TO BLOCK MAINTAIN CLEARANCE( OR BOLTS. ,HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENT OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE 1729. FIRE HYDRANT ASSEMBL' NTS NCTE : ALL GATE VALVES IN PRIVATE- FIRE WATER NIA1,4•IS SHALL t.E APPROVED I1JDICATI►J6 GATE VALVES. � 1 • 1/•• ,140111 •041 ,118801 IO VOLVO 00 4317 3141 11(4 MN111 Irl 1 til 11111 not 111. 11411110. (11111.4.11411111101 0111.1.811011. iicAND 171C1 14401 11 110111411 IT 011111,01 111.1 Y 15%61,1 .4011 1401411114 114141 711 In 5 511 yawn 101.1 tItt 1011 01.01111 11/11 "81 810. SI. 1001110" 7100 410'.1 POLL 01 917141/141. Pt 7191 NTT. 11 TIT IOC-OTIS TON 11017111 0141/1 11.11:81101 01110111811 11 it' clewed 107,4 sc monece 4014TPT41 11111460 10 145106 11•11.7. menu vAuLt 11111/.1 01441 114* 44' 17151 45,1o7 05 NO 1 1' ST111 015.410 500is (7771 Nst. .47.411/41..11175 PLAN NTS 1 TYPICAL SPRINKLER PIT MCA VAL* 1..1.1 00114 41 LOST To &um 11141111 Ott 01a no cm" ..11101141.11=111 man 111 LA 011 ON 94[01(11. PIPi NTS 10 Il,pil'""Ir.91r } I" 4,:,41),.Imle , pls u1) REsENzcH Flaw) au ip.1yauc.' "" 3 �I PUgI \1141 1111,1 .y III;I� y 1. 414.....,,:,.,.....4","" IY ! VIII lig All ",I 11 y (11 1� tI Ila VIII �.. X111 III' 11'1 {I tl IIV 41"1 ` it �IIII pIV� ,, .1 rl {Vj1, III epl." JI dRI WI 4,„',,,d) ,I ,11.0",:'''',40,' I WV EXlT)N H ' 4 W11•Vi !'11�a1 / j" 5 NOTE: SAGA BUILDING To 8E S'EPERNTELY METTEREb. TWE WATER DEPT SHALL DE.TETZTYINE i-1E:TER- HANK LOCATIONS. NOTE: CONTRACTOR SHALL LOCATE 9 VERIFY EXISTING SANITARY SEWER GRAVITY 9 FORCE MAIN ONSITE IN AREAS SUBJECT TO GRADING OPERATIONS. PRIOR TO COMMENCING WORK. LEGEND • . .EXISTING SANITARY SEWER 0 _._-4141.. .PROPOSED SANITARY SEWER O NEW 8" SANITARY SEWER :EXISTING FIRE HYDRANT NEW WATERMAIN -Ex-.7-137 WATER FITTINGS & APPURTENANCES SCHEDULE Number Item (1) 6" Gate Valvew/ Box- Post, Indicator Valve on riser at each building (Typical all buildinci) Sprinkler Pit 2" Blow -Off Assembly 4 30° Bend (M.J.x M.J.) w/ Thrust alock, Size adjacent to callout 5 90° Bend (M.J.xM.J.) w/ Thrust ilock, Size adjacent to callout 6 ON %Mkt PI 7 6" Tapping Tee w/ 6"Gate Val e and Thrust Block 8 12"x12"x10" TapPing Tee w/ 10" Gate Valve(FL.x FL), Thrust Block 9 6" Gate Valve 11:1::::6'.'"K 13 4.T. 14 11-1/4° Bend (MJ.x M.J.)w/Thru t Block, Size adjacent to callout 16 Plug w/Thrust Block 17 Vertical Blocking as per City place as required. Standard Drawing W-2. - 18 10" Gate Valve .47.411/41..11175 PLAN NTS 1 TYPICAL SPRINKLER PIT MCA VAL* 1..1.1 00114 41 LOST To &um 11141111 Ott 01a no cm" ..11101141.11=111 man 111 LA 011 ON 94[01(11. PIPi NTS 10 Il,pil'""Ir.91r } I" 4,:,41),.Imle , pls u1) REsENzcH Flaw) au ip.1yauc.' "" 3 �I PUgI \1141 1111,1 .y III;I� y 1. 414.....,,:,.,.....4","" IY ! VIII lig All ",I 11 y (11 1� tI Ila VIII �.. X111 III' 11'1 {I tl IIV 41"1 ` it �IIII pIV� ,, .1 rl {Vj1, III epl." JI dRI WI 4,„',,,d) ,I ,11.0",:'''',40,' I WV EXlT)N H ' 4 W11•Vi !'11�a1 / j" 5 NOTE: SAGA BUILDING To 8E S'EPERNTELY METTEREb. TWE WATER DEPT SHALL DE.TETZTYINE i-1E:TER- HANK LOCATIONS. NOTE: CONTRACTOR SHALL LOCATE 9 VERIFY EXISTING SANITARY SEWER GRAVITY 9 FORCE MAIN ONSITE IN AREAS SUBJECT TO GRADING OPERATIONS. PRIOR TO COMMENCING WORK. LEGEND • . .EXISTING SANITARY SEWER 0 _._-4141.. .PROPOSED SANITARY SEWER O NEW 8" SANITARY SEWER :EXISTING FIRE HYDRANT NEW WATERMAIN -Ex-.7-137 WATER FITTINGS & APPURTENANCES SCHEDULE Number Item (1) 6" Gate Valvew/ Box- Post, Indicator Valve on riser at each building (Typical all buildinci) Sprinkler Pit 2" Blow -Off Assembly 4 30° Bend (M.J.x M.J.) w/ Thrust alock, Size adjacent to callout 5 90° Bend (M.J.xM.J.) w/ Thrust ilock, Size adjacent to callout 6 2" Tapping Tee w/ 2"Gate Valve 7 6" Tapping Tee w/ 6"Gate Val e and Thrust Block 8 12"x12"x10" TapPing Tee w/ 10" Gate Valve(FL.x FL), Thrust Block 9 6" Gate Valve 13 1" Water Meter 14 11-1/4° Bend (MJ.x M.J.)w/Thru t Block, Size adjacent to callout 16 Plug w/Thrust Block 17 Vertical Blocking as per City place as required. Standard Drawing W-2. - 18 10" Gate Valve TUKWI LA APARTMENT COMPLEX RYERSON GROUP SANITARY SEWER & WATER 'PLAN George? J. Lindsay, P. E. Consulting e Engineering co Planning L. 2. 3. 4. 5. EXISTING WATERMAIN S.S. :EXISTING . SANITARY SEWER NEW SANITARY SEWER MANHOLE MANHOLE CLEANOUT WATER NOTES The contractor is solely responsible for the means. methods and sequences of construction ond for' the moiety of workers and others on the construction *its. All construction shell be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter Americany'ublic Works Association. current edition (APWA1 ond the City of lukwilla standards and specifications. It shall be the contractor's responsibility to protect in-place all utilities and/or structures whether shown or not_shown on this plan.'. Damage due to con*ractor's operotions shall be repaired at the contractor'. It.shall be the responsibility of the contrkew locate or have located by appropriate utlIg. or companies, 011 underground utilities prigs" .. beginning construction. Water main shall be ductile iron class 82. unless otherwise directed by the City of Tukwille. director of public works. 6. The water main to be conetructed by this plan shall beprovided with • minimum of 36" of cover, and • mamimum 0342" of cover. 7. In the event that topogrephy li.ei utilities, structurms, etc.) require • field revision to the construction of the water main. said revision shall be coordinated with the City of Tuhwilla D ..... ment of Public Works. The contractor shall keep "As -built" records of oll construction revisions. " O. The contractor shall be responsible for all required restoration resulting from the water main construction. 9. All fire lydrants and valve bom lids shall not be adJusted until immediately prior to final grading. The valve bow risers shall be installed plumb with the 10. The contractor shall be equipped to repair or have repaired any and all domestic services which may be encountered during construction. Service shall not be disrupted for more than fouri4) hours during any 24 hour period. p 11. Contractor shall tie responsible for pressure testing of the hydrants and water main. He shall also be responsible for disinfection of the newly initialed water main. 12. All water mains will be inspected and approved by the City of Tukwilla prior to authorization for backfilling. 13. The contractor shall provide signing and flag persons. in accordance with the "Manual on Uniform Traffic Control Dmvices' while working within the road right-of- way. All sanitary .1 SANITARY SEWER MUTER C-ii4 Satre (Concrete) of the followings 6" I. 8" PVC ABM D3034 BDR 33 with elastormeric Joints and bedding to top of pipe, 2. All wor and materials sholl conform to the standard of City of Tukwilla and Division III of the Standard Specifications for_nonicloal Public Work* constructIOn. washington State Chapter, American Public Works Association, 1981. 3. Slope for side tubs is 2% unless approved 4. Bedding for all pipe shall be Class g unless otherwise noted; 5. All trenches shall be compacted prior to testing lines for acceptence. e. Bide sewer stubS shall be tested for acceptance at the same time the moin line ..... is tested. 7. New connections to existing facilities shall be sealed off until upstream construction is finished. tested, cleaned and accepted. All construction debris and water shall be removed prior to opening the seal. 01. Horizontal and vortical location If emisting 8" sanitary to be confirmed in the field prior to 9. Contractor shall locate and rise *misting manholes 29 to 29A barrels and rims. to the final ground surface grade. The work shall include all materials. labor and equipment neceseery to complete the work to the above defined standard'. 31218 Pacific Highway So. Suite F Federal Way,Wathington, 98003 206/941-5033 JOB NO:85-087 SCALE: 111=30' DESIGNED: W.J.S. DATE:JAN. 1986 SHEET I 00' N 25 INSTALL FIRE HYD. ASSEMBLY 111 SS. E 235L.F10 D.I. - en SS. -EX. 8'- -S.S.-EX.- .. ti 141 S S C.o. vE411CAl 111.0(11116 L__i_ ,77 -17V -'far 1. lo 1. CONCRETE OLOCKING BASED ON 200 PSI raeSSLae ANO 2500 PSI CCNCRETE 2, 3/4" RESTRAINING 000S REQUIREO tO DEAD MEN PER FIELD aequiaemeNtS vCITICAL OLOCaloC 10e 45" sops oi ANO PIPE CLAMPS 7 - SEE NOTE 12 VERTICAL BLOCKING FOR 22%", CONCRETE BLOCKING Vies TS SO' SEND novlf kV! • 1411t7 Wttl. 11•1 11 C11111 I 'tit! 1111111 4' MP III ILI 7 i6 Obi 221/a• SENO 111/4" SENO CONCRETE BLOCKING CROSS ONO mile 4111 'sera r LEXISTING 12" C.I., WATERMAIN-� 8° EX. 46'-20"STEEL/CASING (0.25 WALL) for 10" DOMESTIC WATER SERVICE TO w 2 0 0 , /v14V° .5/ 3 G 135L.F6"D I.CL.52 -J • -- ba 0 ec w 3- a t 20 L. E 10' D.I. W T 0 ogee 1 18 -- 14 • et- EXISTING 12"C.1,W. STA. 0+00 EX.S.S. M. H. 1 EXISTING SAN. SEWER MANHOLES amt own amp • 14/1141.1■IMMI 11111f1 D(.61.C1L.52 134.-z tu ASSEMBLY FIRE HYD. )t3 (SEE DETAIL, TYP) 61) tor PAD GRADE 25.0 • 52 I 11: ti 4b MANHOLE OVER EXISTING 8" S.S. MAIN. MATCH INVERT a ADJUST RIM TO FINISHED GRADE CHANNEL AS PER CITY OF TUKWILA STANDARDS y48.0 'NJ 70 --ersT INGAF. p, 5 6 TH AVE. S ( LEP ON ROAD) PVC CL200 1-•tAki.rr.t\itsi to' RIM 21.6 20L.F.±6"DI.CL.5 I ri SEWER ESMT. PAD GRADE 50.0 2 -fire LOCATE a VERIFY RIM B INVERT ELEVATIONS PRIOR TO CONSTRUCTION OF 000 2 0 ONO Mem k -Existing 6" Water Main CAST METAL VALVE MARKER POST FER !TANOARO DETAIL AND EXTENSION PIPE LOCATED ADJACENT TO mETER BOX PAINTED roo COATS OF 7r:hi-COR- ROSIVE PROTECTIVE PAINT, PER A.W.W.A. STAN - 44111 re AAP TAIDISTURSED GROUND r Pet 11.411411•40 wasp TO *SY PLAN TWO PIECE CAST IRON VALVE BOX WITH (`-•-... STANDARD 24" BASE AND 8" OR 18" TOP EQUAL TO RICH VALVE BOX "940 SEATTLE" OR EQUAL LIDS TO HAvE TABS r 04r4444.411. CAST me CO,Cwirl WIMP It 71 10.w4. 70 1,C0wril 7-0 OVA •C 11150}41 44 Sewn PROFILE ,2" BLOW -OFF ASSEMBLY] NTS 70 STA. 2.85 EX. S.S. FIRE HYDRANT TO SE PAINTED WITH TWO COATS OF 'RUSTOLEbef' SHALL BE COHPRESSION-TYPE APO SHALL HAvE 2 -AI ECE BREAK- ING FLANGE WITH BREAXING TH1 OLE AT rHE GRC LINE OF PUNSER TO FACE STREET OR AS DIRE( ED BY FIRE HYDRANT SHALL HAVE A SELF -OILING oar tiOTt4ET WITH FACTORY FILLED RESERVOIR, HOU, NG APPROX. 111' 8 OUNCES OF OIL. OIL RESERVOIR SHA L HAVE Nor LESS NAN roo "IY' RING SEALS. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. Provide 0 ring sea per T.M.C. mr Isei Concreto Thrust 1.1 1 ock PROVIDE THRUST NOTE: FOR TA'S ON CEMENT LINED, ASBESTOS CEMENT. IRON 0.1 SIZE ON SIZE UP TO AND INCLUDING 12" 1.0. 2. ASSas4 SLY TO BE PRE -TESTED. FULL BODIED,TAPPING TEE & VALVE ROCK 13" to No .1.11'PRJ411.5 SHALL SE EQUIPPED WITH rwo 2,1" N.S. T. HOSE PORTS AND 4'" N.S. T. PUMPER DISCHARGE PORT AND SHALL HAVE A IS" PENTAGON OPEN -LIFT OPERATING NUT. HYORANTS SHALL HAVE A 6" M.J. BOTTOm CONY4ECTION ANO 5,c" MAIN VAtiVE OPENINC,; SHALL BE DESIGNED FOR A 42" BURY AND SHALL HAVE 1W' ABOVE GRADE UN,EL TO PuH- PER DISCHARGE PORT. TO BE U.L. APPROVED AND HAVE A 2" OPERAT1NG NUT. 18" TOP SECTION CAST IRON VALVE BOX WITH SLIDING EXTENSION (RICH WiTABS). 2-3/4" COATED STEEL SHACKLE ROOS. 'c CY - 1: 3:6: CONC. MIX POUR IN PLACE TO BLOCK MAINTAIN CLEARANCE FOR BOLTS. , HYDRANT INSTALLATIONS TO BE PER rHis STANDARD PLAN AND REQUIREMENT' OF TUKWILA MUNICIPAL COCE 14.24 AND CITY ORDINANCE *729. FIRE HYDRANT ASSEMBLY NTS Ow all VI. i-_-_, _...._2_,,,r.i.,,, .____....... 11 111 tICA,11.7 17 Pt tellX V Wain Lome Om .001 1•0111”. VI Mg 1.1 1 ttl 1•3 ran Pill BILL .1•4•4141 %URI VIVI 1.01 •1141.11 31 11'11•01 151 1 MI I44 Ift 1111 nt lit 1 511 lorne 111, IN! CLO,w01 wyt Ft .1.1111 tra ow,s,011110/4111... 710101 r• 1040 1.73.3 ITITE 1st. II 17.4:11011 1-1 •1115 1.11;11 fAit4 1411711 Sot,. 011. 81,2 ro arm oleo,' weer Veit 177 LI 117 01 TYPICAL SPRINKLER PIT NTS TUKWI LA APARTMENT COMPLEX VIIMMIMILM RYERSON GROUP Tro,7.1r<xN, SANITARY SEWER 81 WATER PLAN ' .. ' \q\ „, AmmlOmmon mammon. 45 .50 55 35 20 15 UTILITIES A‘s THE Number Itcm 6" Gate .Valvew/ BOX POS t; Indicator Valve on riser at each building (Typical all builcIngs) Sprinkler Pit 2" Blow -Off Assembly MOOMM 30° Bend (M.J.x M.J.) w/ ThruSt Dock, Size adjacent to callout 90° Bend (M.J.xM.J.) w/ Thrut Block, Size adjacent to callout 2" Tapping Tee w/ 2"Gate V4Ive 6" Tapping Tee \M 6"Gcrte \lalve. and Thrust Block 6" Gate Valve 1" Water Meter 11-1/4° Bend (MJ.x M.J.)w/TOrust Block, Size adjacent to callout Plug w/Thrust Block Vertical Blocking as per 2ty Standard Drawing W-2. Place as required. 10" Gate Valve 12" x10" Reducer (M.J.x NAJD ..11144M411.111=11111•1•11, •81•1•411•111111.141111M•Mill•••410=141/414.141111•144111•411•1 ,k4 / NOTE' CONTRACTOR SHALL LOCATE 8 VERIFY EXISTING SAN, "Afrf SEWER GRAVITY FORCE MAIN ONSITE IN AR E SUBJECT TO GRADING OPERATIONS. PRIOR TO C r'MMENCING WORK. axt LEGEND EX I STING SANITARY SEWER .PROPOSEO SANITARY SEWER 0 NEW ES" SANITARY SEWER ,EXISTING FIRE HYDRANT Alk NEW war ERN1AIN 'EXISTING WATERMAIN NEW SANITARY SEWER WATER NOTE@ 1. The contr•ctor l• solely reeponsibl• for th• means, methods and sequences of construction and for the safety of workers and others on the construction site. 2. Ali con•traction shall be in accordance with "Standard Specifications for Municipal Public Works Construction* prepared by Washington State Chapter tmorican .Publ lc Tukwi Ile stendards and specifications. 3. It shall be the contractor's responsibility to protect In -pi ac• al l utllitt as and/or structur•s whether shown Of' not shown on thi• plan. Demag• due to contractor's orxr.stione ;4.411 b... repaired at. the OM pens.. MANHOLE MANHOLE CLEANOUT 4. It shall be the re locate or have lac or componies, all beginning construe 5. Water main shall b public works. sponsibillty of the contractor to ated by appropriate utility districts underground utilities prior to tion. • ductile iron clasp 52, unless by the City of Tukwilia, director of 6. Thm water main to be constructed by this plan shall be2rovided with a minimum' of le." of cover. and • masimum of 92" of cover. 7. In the event that topography li.es utilities. structures, etc.1 require a field revision to the construction of the water main, said revision shall be coordinated with the City of Tukwilla Department of Poplic Hawke. The contractor shall keep 'As -built" re'lords of all constrbiction revisions. S. The bontractor shall b* responsible for all rmquired reetorstion resulting 'from the watsr mein corltruction. All fire hydrant.' and valve boe lids shall not be equsted until immediately prior to final grading. The vitro box risers shall be installed plumb with the viI vs. v. 10. Th", contractor shall be equipped to repair or have rm aired any end all domestic services which may be me:, .0,Anter ad dnring construction. Service shall not be di ,ri.tpted i or core than four14) hours during any 24 hour Cn,trector shall be responsible for pressure testing of tl', hydrants and water main. Ho shell also be s.-4nporemiane. for disinfection of tho newly installed 12. Al) water mains will be Inspected and spprovad by the CiLy of Tukwilla prior to authorization far backfilling. 13. Tha contractor shall provide signing and flag persons, in accordance with the "Menual on Uniform Traffic Colarol Devices" whIle working within the road right -o:- 11. 1. All san tary I pipe shell be one of the followings 6" 6 El"'PvC ASTri D3034 GDR 33 with stlastormeric Joints and bedding to top of pipe. All work and materials shall conform to the standard of City of lukwille end Division III c; the rairs_i_ter_d 1*.sh!no'nn State Chapter, American Public Works 3. Slope ftlr side sewer stubs is 2% unless approved EatillIML.SEWER KITES 2. 4. Bedding ,for all pipe shall be Clase 11 unless otherwise noted. 5. All tre+hes shall be compacted prior tO testing sewer lines fcr acceptance. ir. Bide semer stubs shall be tested foe acceptance at the same tie. the main line sewer Is tested. 7. New conractions to existing facilities shall bm sealed off until upstream construction is finished. tested, cleaned tend accepted. All construction debris and water shall b.s' removed prior to opening the seal. Horizontal and vertical location if existing El" sanitary semer tc be confirmed In the field prior to 9. Contrectlar shall locate and rise existing manholes 2v to 290 barrals end rims, to the final ground surface grade. The work shall include ell materiels, labor end equipme,t necessary to complete the work to the above defined Iatanderds. B. 31218 Pacif c Highway So. George J. Lindsay, P. E. Suite F 98003 Consulting e Engineering o Planning 206/941 `?033 1.1 13735 INTERURBAN AVE S 86-UGW-1007 ISDD OCRE PASA E-7-1 nNi FG: N:E5DD; 3°7°. 8J: s. I. DSAHTEEE:TJA,N. 1986 2 of , 275 0 DKr slDi✓Wi S 41'(4" or.cu bu:), s�, M7 4x 3 izED, COOP, (u Et_r.0M LY, ' &Eti *MEL ' 2 CDLP wIEAhze. VALV 3" i 71-ERFIX TC2 CZ.Y .1XIL1A1zY S STEt'-1 ,r t-1 Qj tz c01.1wpl✓ T1-1QU �4 WALL./ *1 x 3 EaR'r 4xZ4z MK6V T cis31ts ZZ 21J. AWL -LE VA. TA 1'1 FR SW ITG#-i 4 UUIrs * 5TG EJCIST. 12"Mf(Id? � Id' �S t UJTEU/$J AVE, 50, L-2 4 UNITS Xi PISA 5 UNIT5 5 UNIT, � t EETAI u. WALL ExtT, 10" 934--84 I .. .11-1 12. UUtT' To w �Y�T�rt 5 PLEcTielc To co IT 1z6L STA, r - 616, C p. ,‘ VS iz- r3`I i1 R35-1 11JD1 CA -2112 VALVE .(5ae U iJ G 126 goo IJ D 112 LOcATt 01.J) D 2= Q G. EIJ p W/ 2 5PACE '/.4 4 FILL µl/ V1 TIG Oda CNE t. `-1i 4-04 rx1sT. /," M1Si 1J CHECK, VA, �F--� (11,1 HOMO 1705MTior) -FLlStJGE Sf L WITH TAN/IFt 12ETA1 IJ E12 121 �G cF' f AVE ,w. -f LEMa1 c2r).) PST PLAID. -A 04. !N\ ir r-siF4 4"1-114.1M i5E,Lcx..0 I LI 11 CZ.Awt, 61 1 1 S3" (D��f r -s -re 0 i 14,i1.I COI,1- � C. ALED 114 WALL _OJET S`fSTi=I--) Dou at. CHEGL'. IAC:& 054"C "SAC.k kink, pREVEIJT 2" rm. CAL S LOCATI OI.14 Tr'fcL FIs ° piA hi 1 1 1 f2-0. 9s/ ' - _ -�_ 4 1 Q 121- r1 1�1JT 4 rt er UUPE1t 5Tk41 Ips ,= r / I f 1' d f r f J LocbTOfJ .116 tro et ACCEI ❑ WITHOUT COMMENTS a} AS NOTED IN RED Q PER THE ATTACHED LETTER The draw►ngs affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to tnese draNln,-7s after his date will void this acceat.n-a ana a' 11 require a resabmittal of revised Jr3tivings Final acceptance is subject to fief j inspection by a representative of tn►s department DATE / CI]X _OF_ eK JI LA Sys TUKWILA FIRE DEPARTME }-Ie:.se call: 575.440% a~nd give this lob v- GD S Igo Xo and exact address for shut* down or restoration approval fp,.,rn A lei �n /ess fi� - NOTES 1. INSTALLATION PER NFPA 13, 1987 2. EQUIPMENT AS LISTED BY U.L. &. F.M. APPROVED ` -3. MATERIAL SHALL BE AS SPECIFIED & LISTED FOR F.P. SERVICE. 4. SYSTEM SHALL BE A TYPE WET & DRY 5. DESIGN OF APTS. SHALL BE LIGHT HAZARD PER NFPA 13 PA RA . 3.5---aX4E rr o v. Imo : FOR 5To G � -ATiIC-aaR%: p 6. UPRIGHT SPRINKLERS ARE t ORIFICE VIKING 155' BRASS. 7. --PENDENT SPRINKLERS ARE ORIFICE 155' CP SEMI -FLUSH. 8. HYDROSTATIC TEST ON SYSTEM SHALL BE 200# FOR 2 HOURS. 9. CERTIFICATE FOR MATERIALS TEST TO BE COMPLETED AND SUBMITTED. 10. PIPE SHALL BE PER NFPA 13 PARA. 3.1-3.1.1.7 STEEL SCH. 10 & SCH.-40 -AND FITTINGS WITH SPECIFICATIONS AS 64'f744*UP /66/3, er►C/a$e,% 11 toe B-1 t/) e 6-e-71„..Peh t 2 • s v5 6e ) e,;01 -14fhei 13. wide 15. 16. _ 17. -- 18. CA PAC NO. SYMBOL I TY r L--r-DG. TEMP J ( rsYE d-4 4s : 72 170 :75 12" I2" 1 pPRt6 - '. U P L 13H T5 '4 PEIKb.- 1. X FAciW GAL. - FE f i (f) MEMO __OR I_ f: --R SIDEWALL `Z 4 P0.1 sl DE , ,0,4-5 89 f2,5 MINIM TOTAL _ .01E) ii is ,0 L it" so =2 .II 1� MIK 1 tt g cam '2 -Y !=t' • �• .a�g 6.W IV r =10(<7 1 2`, 0 .114 1&.�2 212" SS . 2as 3" • .383 4 " 10 .G6,0 Com, 60 4 U LJ L TS - L O L-1 L-2 - 2 s LL7CK[IOFSJ 13735 INTERURBAN AVE S 88-S-005 _ 1 s ta_' �' i�, -I 11 1 - 2 ts -1. FITTINGS PER NFPA13 C.1. SCR'D FOR ALL 1 & ELBOWS 1-1/4 & 1-1/2 NFPA 13, PARA. 3-13. COUPLINGS OF JOINTS TO BE APPROVED, GROOVED STYLE W/ JOINTS ROLL GROOVED PER NFPA 13, PARA. 3-12. HANGERS TO CONFORM TO NFPA 13, PARA. 3-11 ACCEPTED METHOD. EARTHQUAKE & SWAY BRACING PER NFPA 13, PARA. 3-10.3/ -10.3,4.10 & A3-10.3. DRAINS PER NFPA PARA. 3-11 THRU 3-11.4.5 RULES. INSPECTIONS TEST VALVE TO BE 1" LOCATED 4'-0" ABOVE FLOOR - ORIFICE TO BE STD. 4" BRASS. -- DIMENSIONS ARE CL TO Q OF FITTINGS QN PIPE.` SUBJECT TO CITY F TUKWILA APPROVAL. _ L 11 VIC FIT TEES -rt-a{ r -t SPRINKLERS LOCATION NO. SYMBOL DESC. TEMP tJ a d-4 4s : 72 -_ 0 - f- -; A G► - 12" I2" 1 pPRt6 - '. U P L 13H T5 '4 PEIKb.- 1. Ids. L t tX55 LEDs 1 iws L __OR I_ f: --R SIDEWALL `Z 4 P0.1 sl DE TOTAL _ 2i266- - Az 2tr1 nNI T 1 4" 12`tst z up STO 2 � G 0412 o 1- _5 ilki I T6 - L -to 215 z LOC4Tio JAN 2 0 1988 FIRE PROTECTION SYSTEM FOR C - LA CO 1.! ST , 10C. , • rreitt� rt 9t AVE 60, 55Afl JW 1 t 7 no. rev. °b IVY HILLS CoMpLX GoltTaGT: 1'Au L LA .ist.L42--rE Location 19j? ! JT et to A)J AVE, TLi KNW ILA, WA,- - M-4� FIRE CONTROL CO., Inc 9-29.433 d a to drawn p.) tv7P 4008 E.276t11, Spanaway, Wn. 98387 Wa.State Lic. No. FIRE -CACI -148 -RE (206)8471416 f 2-D SE --0 t2`- t0 ft -to SY , T01CAL. QF 41'-2 cNN 44) L �'s� 'z i ri_zz y' i� Ac I 2-0 Jr sits �2 N c f5ti Lfl t id& TO c P &, a 0 *V� STZS._ 15,61c. AzodAT (2)24 10-> C6r✓ of TG, 1 akIGG Jars L4 Ls 6,I 11)t11 SDfc-r (TW) tI12" ► f ago u / t2' -Co COPS vzi Lt. f I ,,e-ORe 2 ,'- OA\ z 2t Ca' -C `i, 4442 fzea, C. 4"TE 9 Z.‘ LcrEs t [. Io pi211J KL S 4 �! S 4 OE2 A1/42eA fid f~ ROU I D ForzU -f, U -2 k 4, Z/LL 1r2.EA DR't' SY TQM THIS A zA , !Cx2 Yi3Upet&MT� _=OLIIJDal 01.1 -SPACE - -TYPICAL 2 4 "- I'O ti - 3/4 1_ J PammMT sPR hlkLeFZ (Ttr) 0 r \� cc 'SeCTIDLI �A-A° u ace-,, JAN 2 0 1988 FIRE PROTECTION SYSTEM FOR job IVY HILLS COM F'LE X coWACT- I2auL GG, -LA -cows-r, , f OC,_ fAIJIEr AVE. 40,, .EATTLE, IAA ob no. location t rj7 j f I: t[ii jAM AvEi_60, ate pn drawn et no. 2 f _7 rev FIRE CONTROL CO., Inc 4008 E.276th, Spanswsy, Wn. 98387 Wa.State Lic. No. FIRE -CCI -148 -RE (206)847-1416 25'-0 gAt LI T'F.JTT 110- rj TYE 810 L,t. oc c 42" wALL 154-C , &It c&at 0 n _ctos51- 0 II -0 (22 G\ f2P2t-/ , ' -0 4/1,efs, 1'4 N L-) I 67 1-&li 7 Co HALL ('-0 — / Li It+ \ 'I (ZAI IA 1,1G II V4 I PrLE tziSvg ePALC, I 2 - -T`ff. JST4).. L.1 0 'ATH CL 112 kr‘' sE 9 0 t1A'4 LoCt,TiCt 2' OF g, 0 LATH • '4 \ 0 -v-cb o Cp -0 LI F S -r- FL.coe -Pr P CAL - 2 e ) DEO e;Loc-- , U-4 Ci)r, -I M- OTE EFE To 'Tr is LOG4TIO0 lSE ut,AGa,3-1 HT. I oF 4pizI 114 16 SI M- X 2 0 PEKIIC)Krr" L. 'I ti 0 0 sr If (f) F-- cf) . 0 • +Kw 4" '20 2J'5R- Rcir (Lt2 sY5,) bA‘f WI DD Ato\re s 1,4 D S tio FL -5) 0 1 t) FETWE.St1 c9 '21,1D, 4 Li AI 12"Dr:T.1 UI4 I PFL 11111". 4 I re V"\ -,•••• • ZAss ‘'CV k101- 0 4" 12.(SEK TO 2.00F, ((DRY ',Ys 0 CA/ETS r -72J--& r RAI LI viG I. Tyr, JSTS, L, R, 0 ci 1,-tc) 0c)K__ --r i / ft / -az f -o ff,t2tvl, 0 TRY 0 / e3z r).sErJEJ "&11- PI TH I 6 A2A s-t-ec•L \ HALIC-r A AF -1 -/V -CV, At -4T) T"rf7' S\k/ V K- ft1C, 2. LI &HT HA-et_,,kc 4 0 HALL BATH 12J -(o 0 eKITRY, c 42 " WALL K ITCH , 0 a SECa_1D FLOO - /2 Stas -U1, Li 14" I 1-0 occ,or, = g- IN- 6naluicterzs = 12J THIS SI 2 0 -41) ,f3s-0 OF -1 FIRE PROTECTION SYSTEM FOR E-04 117E1.-L-A-m--rE 1C)' EjJIa AVE: f;.,/ -,47-rt_x•-, \k/A,c1CiW44 JAN 2 0 1988 si eet no. rev. r-7 job HILLS C011q_,( COJTCT EALI L LELL 4TE job no. '1-4QI I location f57S7 I nterurbrk Ave TUKVJILA, date drawn FIRE CONTROL CO., Inc. 4008 E.276th, Spanaway, Wn. 98387 Wa. State Li c. No. FIRE -CCI -148 -RE (206)847-1416 IST s.U. I TeuK.S I 13 14"E i'4, 2+2x14x2sc.aa,(E 2X '2x ABLE TRO G4051E TItoss o Q 0 Q 212x2 r) j2'4k •t„, 'LSO , SC.R D, rn 2'Z X2`zk2 _4. 4° Gar lS TlzUsy scil "sr-Gi RIDE E I. SPc1L1 KL�iZf__ �HOVJU TH SIDE = 91 x2 = j THIS iLY, (12i?cn F. Cu Pr«f f-rr a ALL PI I✓ E, -( MUGS, I UGS g F -E & J I2 To SI L T4-1 Ie AL 3, S.0 =STUE UP 4, LIG+-IT HA-eAcD 1:71P SIetr1C ORD - tiA , SPAGI L» FLEK coop �► 1,0/I I II 4x3 REV- ° l5,-0 coot-, \�, 4 R,TEE(ern;`_ ,2..)04x11.4 \D scram D. (TOP) !_ 0 S, LI GAZLE T17 -U55 �U A E. -HT 2 2OOF -Thr171C4L 'Z U-1 I�o g -D 4x IzEP couf,� s ,� S 4 i2'1612 DN UOTES, I. 5F1211•,114,1 -CC, SHTHIS S I D K 2= -t THISL Gr 2 ,ALL TT I 1-1p.1--1 s To STEEL T -I i 4gA 3.STS+ U t-' 4, LIGHT Hw?ARC PE oie(1,) OeoiKiAn_y HAC12.17 5PAcIkic, '2* x2'zx I I'zx arfr1 GN oCD? , 26 -0t TJX 1 h iZI DE or, , 9 fie — \ v14 v 4-0 22x2 -ix t',TEEelm) 1,2.. -KI I4 x 2 . . (Tc*' 14 f0 I Lr' 8.,_0- I G o r.)G t3TrH . No 8'-o Com � 1 — 0-/� 0 0 P!'� n L#` 9 4,ift 9 212)(2----' ,G. -1 \ W 41-0 I'• >f I f -O I Z�x`LZX2:c..7.06°E;(cr- �I'2xI�S ., c Vs. I'2 x I' _ Sceo( -i 1'2x I x2 ScR�(i P 1* ILO cz'; 671-0 11-0 VCO fLAI-J A cAL ADT. APT. SLOPED GiLit1/416--r• GAeAAJETS i2AsI LING PbPfzisi Vo I r4d1T-- 4-\-11'T 0-4 1-0 Co 0 ‘0- I 1 11 -Ca 7LO W ALL? Tlzu • 0 ci_VI IF ,J! t-2 0 iu KLOTES, (3VD ft, I. 51-1ApE7 HALL i 6_0 (ova. 14 /1/ {I 0 \ coci_o -7Lei TH I 12 ID P-La012 rt,Ao u= I-0 5r-viviv.LEs 5HowtA Ti -116 64 JAN 2 s3 1988 $--D1 FIRE PROTECTION SYSTEM FOR job ivY HILLs CiO7•19LEX cowiAGT: PAUL LA,.1.112•TE location LITE 12.0 Avo, --ruKWILAt WA, t,C[01— 2LAAlfel-lki s)CC,# IwF.LAc,c4, 4s jeet no. 9/16:2; 61-40 FIRE CONTROL CO., Inc. 4008 E.276th, Spanaway,Wn. 98387 pft drawn Wa. State tic- No. FIRE -CCI -148 -RE (206)847-1416 JOTS' Co' -0 r' • E C L, , LI CHT 1HAA , STO0.4GF J r - ►6N — —- �a� 5i or .c \ 3 I 341' FEM. ,„ 'c\`i W.L P E 2 2r2 G2otJMD \9 o rEF Erg TD RISER LOcA- T1OtJ 4 Dr/L., SHT, I Or IVR r3t.tg, La to O 27' T Z -FL& s. c. E� �AI L I 4-bA,c), N 8x 8 Col, -, 5- 0 5r8 x IG'' cLE 19. 56x. G ( 66 RT Jc1STe © I Q," o , st GT 2.11-(0 L 0 21s-67 Ic r -o 0 FIQST FLW L I -be L-( 4r1= I1 D &DO H 7 i t 1 ; 1 I= f 11)) rEtA DENT IJoTE ALL tIPE - FIT, TO t STr T H I Al2EL XC,EF-/— STS, =,mac, IZ'�,. pAV t 2. 5TQ2AGt= 4 cARFor2T A R A= OKo. HA?, F' = U 4 {-IAF, 21' -Ca N I-iOTE". EFl=1z TO xZ I S E t2 LcAT t Q J 121SER SH T, I "F FOK t 5. L- I L-2 2 X 114-1' KED. USN . if 14 nETA I L I/ MAI u T�F7 I c,4 L St=5-oo5 31% 2 0 1988 FIRE PROTECTION SYSTEM FOR job IVY HILLS. COF'IpLX coNTAcT;�AuL f�eLLATe location !'1,1 I IJ"r #2I.J K P ,AVE- • 5O, U )ILA, V' - G,C,– LA E7ELLAV.Te COKIST, IL G, to tzA1 ',nee_ Ave SO. SF/VT-R-6 WA, - bi-4'61 no. ate °x-25 drawn /set no. )of1 rev, FIRE CONTROL CO., inc. 4008 E.276th, Spanaway,Wn. 98387 W+.Stag Lic. No. FIRE -CCI -148 -RE (206)8471416 - . 8( r • - L7 Cs -t! - ki I.-- V/-22-• _ - ,;- _ CI c:Z t 2:0 C.4 P"‘ s‘A`•.- N., „, LL V 51•47:4-A 3T2 4$E Jot5T5 P z GoUMl \9 • I 'NAV Sr 1(4.1VE F ER -ro t../..e.st 3.1ST E P RISER LOCA- .V.".c_ Pore_ 11O3ci DIA, IORSRC I OF. 1 F31.-CG9-, uitZ 131-.0C. 3/*ic _t- -1-10TE, - EMIZ TO 1Z1S E 12 LLCAT I 0 fa 1215Elz t op _ FOK L-2 - 2nt. - - _ nx.0,- stsx1S1 ix IC° Gtc› _ • CAtz$ZRT 66.0__MRT CA121:C121-- - =_ L'- 94 4o_ -1=717.: Coi _ - - eLe.17 .M11111••• - _ H C)0012. tapamva tolitatteQ 64 V.1 JOIST D kc'e:LZ(1.- It' , _. tack 1.4 NJ pk,oz-- _ c...4 pc N. c4r2.4-11...... - ,•4 f -fl; 13i31% 13 t - S‘V%srl13 SPR. -_- -3otrs ccoNa.c,- ‘R, _1 C.:raw C. ffCCPT 'I WITHOUT COMMENTS El AS NUTED IN RED Et ER THE ATTACHED LETTER The dra rings affixed hereto have been re,ie ve and accepted by the City of rile ire Oast Additions, deletions or rel, 131 ns t) t 2S9 irawings-after this dee w111 IJ t113 1ZZ3ptirv.....3 and will mg_ re a res -J 7 1.Lti of revised drawings Fri I ac ea -Ice is sJbtect to field- s insJec ion o j a rerzesentative of this - de.. rt, nt _7 2.1e -Co 2-V-67 1001-10]_s - • F11251- FLCOV IAALi --E0 - 5,&00 =-tiet _ GP4:1-6.E .11DEt.i1" is. Po. IP N, . • 2_ DATE ay CITY OF TUKWILA .3 575 440/ 37 47=.\ S V- 2.. Ut•.1 F2; tu cati7ter".# \'( 2\0 Lk p va 2. FL..0(.] CZ.SC=C- . -3- __Lc. ie- vt4.57?_ Tazs'r &A; 12;4.1. ':=:•Z-Zkr— 7z- frorLA-€7-aj C..‘ 7 eic Of 11" MP. o CL)sktt 5 11--k ay. 3.) < 1,41 "'`. Krrt-- -rtkx% stkez-E- TraT C.L.i4Ctir1/4t ca fztPtAuTs-As etc._ 5-. 6 t Z-72 - ItA C- curt' t t,c& / J •Z1-4.;1C-71-N.i 1N4 t!. 11%1 _17:Z! as-oZt -7;t4 _ TraNa. FLJa- tuALV\ MAI 14 ETA I i Tr1:71CAL _ TUKWILA FIRE DEPARTM Please call 575-4407 and give this lob No -ced, and exact address for sliut down or restoration appro 1,10TE: I. ALL IP FIT. TO teST hiA0-6EE9 =Affloric. 121. d' PArzr. 2 s-rotzAGe. 4 CARForzr AR-Eis.--=- pizt7. H 1A A rr=Li G4 -1I- 444e. FIRE PROTECTION SYSTEM FOR • amirmsem.• GC.— L.#6.e.ELLI4v-re C.0146Ti iLIC, 1c7 szAttitee_ AVE r ATTLE WA, ob no. FIRE_ CONTROL CO., Inc _MY 1 2 1°R8 - sheet no. 9f 1(6 4008 E._276th, Spaneway,Wn. 98387. Wa. State Lac. No. FIRE -CO -148:11E (206)847-1416 _ NE& -7_ = ►to -T 3" sE=tz -r-F, ROOF •1 2�0 1010 rq?'L 2M, ni �'-o E7ALC, 18'o 2M, 2 !Lot .m -y, T 6 ISEC2 7s5 -11-,_)(112'x - CA !. Erh C1-6: t I f C TCH• GA r2I r. 4-1 fst 42 WA i - o i • U t 0 _ 0o Al �.1z4.1 L_- t CLO, idZ ? qr 4,1 .Q I5D Co=0 RM U x IO'2 L.(2. IHIE2V t2LMJ -rYp i cdL 2 - I to =I'o 4200 Ygiuic...eRs�24 THIS stx 2 PE�1 DE1T a r2AL.c, i l �IzAtUuG w s J -g; B' -O M 1l- K7ATH PG DtJ «, I O' r 3 T1,T- +C, fWfc -7 mamma Q 0 oqk r2 2 k2x2� 6+1-1.42-'( z x 2 0 cap2.I 42"rZ E; L7 t1\ ----4 s "x Lc. �IZA�I-tum I, SHA 4E J COTE SWFDtc:). Gel Lt 1� 2, ALL PL PE El T. To ST- H,n,f JGEARE APpizex 12 v.: _. LIGHT HAE. L,V, 1 of 42' WALL Mtiy�� eALG. SCQJL) F2 pi-tJ T•rriCML 72 - to to L -G 14-}=Q 42�D i ocLur - S{�rzI IJ IGLEtz_S - 'ZG THIS S1( X 2 0 rEM DENTS \ GNI UN - 0 JAN 2 0 1988 FIRE PROTECTION SYSTEM FOR IVY HILLS CON rLEX caw TACT ; F,4u L LA EL S, -F G,G,- LA 13I~LLAIRTE COW ST„ (f4C; sheetono. I 2A I (tel I ER_ AvE. 5*,,5EATrt 4- A.98 & 1( ob no. location IIJTe12t.-I 1SIJ AVS, TU K&J I LA, WA, M/ell drawn rev, FIRE CONTROL CO., Inc. 4008 E.276th, Spanaway, Wn. 98387 Wa. State tic. No. FIRE -CCI -148 -RE (206)847-1416 1- 0 •••••••••-•- • AN. • Lo --7- N — - Cc -1-0 Lt ‘17-c c 1.a.• ;6.! 1 L 01-0i24iLui :' Lc, --T - z.e cue."•,, -•ia t 1- -..; 1-2 ),_ '--;. 1_ \\._ ' :CP •cs" • td -y ' 3 o rtu 4-•2-" WALL LI t-ic.n- r • IHI9 FLOCV -iyr CAL -I to L-& 42o2Er -1Pr 1 LI r.te RS —24 TH IS SI D x 2 4 = - - I - • Ckri 0 a `r-=.12,•Tn IZCCF DR 110S 1" TO 6i--R9sic5e1T9 4T S•4 a., • 4 • ETc f-4 s I OfeC,115,2 6\ _ 4Z--1- NcS 0r4 P9TE 1, SRA P 4-A _Dff par 5-LFEID CE(Lj AL1 FIT. TO HG AP -E- APrgGX I -2 i\ANY- 15-0 X , 2. k s' LC(' dN • \l'i/ V4. -k. C . • 1 • ill.1•1.•••,...•••...• ATH *-4 eATH kN,v — ! XiL& —3 •••-- ;4\ NI • .- 7-& ‘'k ?..‘ e'VKL•g\-1,, ) 1 1•C f F,AitimG SC.OW D FILWV 4o_ -rfriCAL! 15L_Gf-6, 1,- I, te L -G 14 1'0 42rh ocur: FI Pia I Li 16(-E0. •=-- Mkt Si pe 2 KITC1-1, r'EM DENTS /5— mr-nrrPcro MAY 13 MB ••••• me E. 11001. ................... MAY 1 2 1989 FIRE PROTECTION SYSTEM FOR lob \N I-1 1 LLS C0./rLeY cc, kJ T4y PAUL 1-4 7 E1 t TF 1_4\ F1-1„Al21- E C01,40 -1„. 114C, sheet no. f2A K.1 I ER. AVE. SI, /5 EArTLE ,0,149811t-.-(- & of job no. t574oTr location 1-6-1 SI I kiie 1 -ire -2. TO I LA, WA, oaf drawn FIRE CONTROL CO.,Inc. 4008 E.276th, Spanaway,Wn. 98387 Wa. State Lic. No. FIRE -MI -14841,E (206)847-1416 O 0(253 0 r 2x xI '2X I'zx 1 2 �__ _ 4 xr2 0, `V ci* I14- r,-Ii2 I�2. I'4 I N �r4,o ,- �- a, 0 11.-0`-,),\O .I os)'��.,� tip, z'zx i_1-14. E,-T�nPI I '4 2x i'4x i'4 SVo(-t� - B_o\ Om .`q.: F71-0 Sco k S S 114 i pG_P__._' 34'-6! kI`2 c' -rr (TOP E. i E 8,0 22x2P,C i N 14 8i-0 _ 4'-0 2'1, T1Z u5 !i NIP riA ,;4- I'L s , LF • I ©1 \0 x2 2 )X2. R. TE (arm) li D ?c211/i. I` -x2 cL c (7O1! LC evt 112x1'Zx2 g=o 5 12 ( t- i cx) = PLA t i SLCXS, L-2 —, MOTE: SAME AS 1�" L VJ ExCt-PT 2 LE MAW 5,x.2I ( W o STUB -1W) ! I X 114 112 ILL N: Q)f Si 'Rap) — M ♦ co ...t2 I sciu. Tr; )S r O 0 240 'c, Q co r a) • A U IT* L -s. 4; L-6. 60 spizIC.I E S Ui CG0D.SrrzI Iii K_ L E 2'1,x2 ,VI IP c,,r.r.3 1!(7.0.44.0.....4.041 P� I� 121G i1 I'2 2 I'2 1'2 _ I'2. 51-0 BLo $r -o -(2)3x2. ►2 I k 4'Q "IP 4'-O c 11 Q�`c'� 1'2 2 `! 141, I'2 exp ' o 7 L6' 1'4 r 8',o 14 IDGES0 _ 8=a a' -Q I elDe,E 14 O I Or 1 'c-0 8=0 8=d B' -o L- of"'s 631-0 /v 01-0 I.i6) ATICPj\, _12"p { Qp1 clUt Mrvt.eNT LETAIL 2 SH1Z EA DEt4O r .G; SLOF E1- C 14-1►JG . r2_, ALL- 1 =1-r, /S.1ZE 5 r - si5Tet-/, 4, ekDI VJag.Y SPAGI I GNT" HAre,av-V' IIF 51 , 0 r- \` _.0 0 0 CVO .6\E 'c -c" FIRE PROTECTION SYSTEM FOR 6, G,— L tb iJ,A S.T COST. , *I O 124,1 t•! I E C w E. 60i l-�TTt -E , INA job IV"( HI LL5 COM 'LEX f CDNTAGT": PAUL LAS I LA12,TEate I 1IBJ r IzU I7A1J AVE,,, ��' 7 drawn location uKWiLA,wA, _. MR 2 0 1980 no.rev sheet 7 of FIRE COIITROL CO., Inc 4008 E.276th, Spanaway, Wn. 98387 Wa. State Li c. No. FIRE-CCI148-RE i2O6)847.1416 H1P A5TeR RSO I 1,14-?ULATIOt 21.X2u,c=N 1 I4 I2 a 6' o 6-0 4-0 Pr cE I U ftNDE-NT Sao r KAKI- sLS. L-2 sprz l 4 1� t,rE ESQ-0 S/-0 eID5E I. T-2-HACEC) AWED1✓1�� s i C�G SLOPED CZ-- L..1 AL1--- i--'1" 3 T, /S. E `_ T11a L.- , THI'> ✓A 1- SISTer✓i, i 5. DK D i JA v 1 HAeA LIGHT HAe.A1✓t=% F1 HE FIRE PROTECTION SYSTEM FOR sheet no. rev _7 of 7� /0 3FAct �JG- 1 r - 4008 E.276th, Spanaway, Wn. 98387 Wa. State Lic. No. FIRE -CCI -148 -RE (206)847-1416 Exist I211MAI,is O" voa JV -2 t I NTS Ei,a,1,-I AVE, 50, 4,54, 60 ' rI ti VA' x 10.. - 19� 42' 275.0 A�L.I x I L I Aizy SYsT Er -i QLLo J cAr'(, AI a W lefzev tz tt To tv a r trST L/FLA TIG ADAPTS Iz 2�2`' STIrE?L/ 'EtiE Flou., sit), Ejj:; , L-2 4 uulrs $ STG 4LANETS, t 5r,-Alh 5 UNITS 5 UNIT* L-4 ... vie UNIT' L--GZETAI u- WALL Pxx&, LI -I 12 Uu►T5 Ln I 4O „25, cL EXIST. M4I 1J 3 t Th AVE , , (LM bf`a ate) 4x zt=1i_ C L)P. 4x2k MCA- T ThtzL.451 VVALL\ AVIctE VA. 1-06.3-4 ITCH A5TIG At PTI= Hcwi c �I�LL C - TO Cali 1z6L TA, PAID �L U)1 F -.I , SIG. CO. a VSA Dr` s 4'' e3uT r r -LY VA Lv e (6r-&.) "WATCi-811544 - t` F G." W/TAM Pe2. S JtTC44 4 "coLI 11J G t2QOV1=D G p 14 t k. # 705 C--- ,")(4"G I ID �&, 210 G. SIJ - rixe LsLE /E W/ 2" 5PACE FILL W/ MASTIC. w.LL. CNECY l— -FLt4 E 'peciL WITH 12 ET©, 11,1 E-12 f2 I LJ c CHECK Vi4, (IN HOlel?, -PoS1Tlo /:>� TAMP' fiz S rITC14 P_OT PLAID ¢ ei sEf' UP 417 /t2TM iT 7-4 — _ I-- E aUOEl< sT'v1di25 121 t-�t A l Li COti4- , CEALED i 4 WALL. _ 1� Dov eke. CH ECIC IALE OS Y " E X- FL01.0` pI vEFJT trL" Ti' M' CAL S LOCAT1 OtJ1-z_ Trli I GQL pIQGv f''1 2I� LocK[ sto leAG CAPACITY NO. LDG. FE TEMP U:. -S U L ;1D L! 1f5 P_C b00 C %1 - S . L4 i I' - }�I TOTAL FAGTW =GAL . cel: FETX ET, g I" 4 [ ,4045 1c),62 I'4' 169 .01a. (3 . la Vs" 202 .106 2I,4I It e I l4 . 2.7'Z %11 GAL -6, CAA, F�Cf4 t .5, 6 , IIr 2'7 I .045 , 12,240 V4"► , olo�g (,24 ,..N IS . l� 12.51 '2" ,I o • 114 S I,? 2 S'i 3?,. , 383 14.43 ' G ', CAM oat, 1✓ 11 LI S4 12 0 cQ.� potzT 4 ULJ ITS Lk L-2 216E L7cK[ iOki NOTES 11. INSTALLATION PER NFPA 13, 1987 =2. EQUIPMENT AS LISTED BY U.L. & F.M. APPROVED 3. MATERIAL SHALL BE AS SPECIFIED & LISTED FOR F.P. 5SERVITCE. 4. SYSTEM SHALL BE A TYPE WET & DRY . DESIGN OF APTS. SHALL BE LIGHT HAZARD PER NFPA 13 PARA. 3.5 >✓XGEtr ORD• HA?, FH0T ZTAAD Gt4,R,-ATT11=plzp.4 LIGHT; 6. UPRIGHT SPRINKLERS ARE I ORIFICE VIKING 155° BRASS. =7. PENDENT SPRINKLERS ARE ORIFICE 155° CP SEMI -FLUSH. HYDROSTATIC TEST ON SYSTEM SHALL BE 200# FOR 2 HOURS. +9. CERTIFICATE FOR MATERIALS TEST TO BE COMPLETED AND . 10. O PIPESUBMITTEDSHALL BE PER NFPA 13 PARA. 3.1-3.1.1.7 STEEL SCH. 10 & SCH. 40 AND PLASTIC PIPE AND FITTINGS WITH SPECIFICATIONS AS FOLLOWS: PIPE - NSF APPROVED. MEETS THE REQUIREMENTS OF ASTM STD. 1784 FOR MATERIAL AND ASTM STD. F.442 FOR END PRODUCT. - INJECTION MOLDED TO MEET OR EXCEED ASTM STD. SPEC. F.437 AND F.439. LISTED BY NSF FOR POTABLE WATER APPLICATION. FS3 SOLVENT CEMENT MEETS THE RE- QUIREMENTS OF ASTM D.2846 AND F.493. NSF AND IAPMO;APPROVED FOR POTABLE WATER APPLICATION. FS1 PRIMER METS THE REQUIREMENTS OF ASTM F.656. NSF AND IAMPO APPROVED FOR POTABLE WATER APPLICATION. 11. FITTINGS PER NFPA 13 C.1. SCR'D FORNALL 1" VIC FIT/TEES & ELBOWS 1-1/4 & 1-1/2 NFPA 13, PARAS 13. 112. COUPLINGS OF JOINTS TO BE APPROVED, GROOVED STYLE Wf JOINTS ROLL GROOVED PER NFPA 13, PARA. 3-12 13. HANGERS TO CONFORM TO NFPA 13, PARA, 3-I5 ACCEPTEt METHOQ r t ,,. � U=iiX 14 EARTHQUAKE & SWAY BRACING PER NFPA 13 PARA. 3-10I 3�/ `-'l ''.1K , cr t ej rct�c1z +� -10.3.4.10 & A3-10.3. FITTINGS PIPE CEMENTS - 771 q • { y:. YES: Ce.= .'Jf3a s,r)14 e• 15. DRAINS PER NFPA PARA. 3-11 THRU 3-11.4.5 RULES. �. s rU`, j ,, 1 b. INSPECTIONS TEST VALVE TO BE 1"LOCATED 4 -0 ABOt; ;,�� t .-� �• 6 ' � ,� •;;: ,`�� Win. 01 FLOOR - ORIFICE TO BE STD. 4" BRASS. I r s- 3' u 17. DIMENSIONS ARE q TO q OF FITTINGS ON PIPE. -� -; , ' >'1 RESULT 18. SUBJECT TO CITY `DF TUKWILA APPROVAL. is ```D. , i r, tie e r-; . i _ c , , I t SPRINKLERS LOCATION NO. SYMBOL DESC. TEMP U:. -S U L ;1D L! 1f5 P_C b00 C %1 - i o. Q __ 12" pFtJP.8 '2"P ORI F.UP " PRY OR I F . UP " PEND. " ORIF. DRY ---=-S1DEWALL—_ I' - 5 TOTAL 2,242 A17atztM T 4►► { �Iz ISs✓I; U p \ i 97.0 G6.►zpOf2� U fJ I ¶5 to L 6 IL is-�9; S 215 Up M & M PROTECTION CONSULTANTS - • a service of MARSH & McLENNAN, INC. -- Seattle, Washington Reviewed and accepted subject to comment in :cevzring kt r dated (8 b; LQC4TIOL r NOV 181987 M & MPC SEATTLE Our review of these plans is limited solely to fire protection and human safety aspects and is subject to concurrence by others engaged in the pl})ject who are responsible for other engineering, deign and construction factors. Our review in no wty, is intended to either abrogate or circumvent any `separate approvals which may be required by Federal, State or Municipal codes, ordinances or regulations By NOV 1 8 UST FIRE PROTECTION SYSTEM FOR G,G,- eo n, sheet no. rev.l o job IVY HILLS wMPLX 8q COkJTACT; rAu L LA -1__Lo R1 t te location 19 T 131 I �tzU VJAt AVE, S� -2� TU v U I LA, A, drawn da WA, 4 ` ,i 1) MV FIRE. CONTROL CO.., Inc. 4008 E.276th, Spanaway,Wn. 98387 Vl Wa. State Lic. No. FIRE -CCI -148 -RE (206)847-1416 fi 21-0 516 (2) 2410-E1)6 E OF TG, 1- — 1 1 6 JSIS 2` C01. I J15 el:t5FACIU3 DIS ( (j }c I Ac ' I n n'1 LI OLO 0 r t 2' -Co COPS N SCRG,Ti=� 312 X 2'2 X512 , taae 113.41- r r' =2" c v VAS - ,r / r_ „z,,,,/ ,i. / % / / / - - tJcTE r r i 1.po `� %1�1' ' L!ir SH&DE ALFA RUIL: (Li Fora u- i, LJ- 2 k 2,ALL ,AEA. iDRY SYSTE N-1 T -4 IS 4. -EA , f )( 'L =Pki&AHT1) FOil DT ECU C4W'LI -sP/aGE —OILy- n'F7ICAL 2 a =1 O 12 r co • f F k1DL= JT SPRIlvie_LER (Tyr) m IL cTIoU °A - U " tSx. Nov 1 8 1987 M & MPC SEATTLE r7 & ail Pr3TECr F4' MARS.H S•- M:__: ..• . 4C:n:i Cy r Our review of these plans is limited solely to fire protection and human safety aspects and is sut act to concurrence by others engaged in the project who we responsible for other engine€ring, design and construction factors. Our review in no way' i intended to either abrogate or circumvent any separate approvals which may be required by Federal. State or Municipal codes, ordinances or regulations NOW 18 'W FIRE PROTECTION SYSTEM FOR GIG,'COf• STI, II C [ IBiz AVE. So., sE.ATTLE r 1J A, job IVY HILLS COM ISLE X coNra: r: ?AUL riELiaktzzr-e location I SS IJTruJe7A AVE, SO, Ili !LW ILA/ W • drawn sheet no. 2 o 7 rev. FIRE CONTROL CO., -Inc. 4008 E.276th, Span way, Wn. 98387 Wa. State Lic. No. FIRE -CCI -146 -RE (206)847-1416 NP. JST= F I' 1 0' 0 0 r-7eZ -49 Cf24.1 f,IG. 6A1 -c. Q�7 O_ ( 11 C RAIL -11.1G i T'(R J5T4%,. C01- 3 12.1-60 2/, o I `42" WALL KIT 0 C S 1 tt►1= T� 7'-O 0 7 62 I �� ° d I fi--n 0 >zY 0 4� 1, 61. co { I' • LI1 t gze ti en NS Igo 0\ Ltd, eo Z`-6 HAL (4 CL , 1'2 3'1 Ift DIA Ltxa4 rt a OF / 0 F ATH y \-- 0 I'\ 'I- �''-0 z F I 2ST FL FLikI -rfri CAL — 2 S(DES e)L t 'S LI - I , (x -21 L - U -4 OcGOr, ,I S4 LIOTE : E?t=rE _ To LOCATIOI.I k riser_ C?IAc-- Arl off. I o� - 6PIZIMKL S— 2 T1-116 SI C5.- X 2 5D o ® -1� KITC4-4 ; =•. -c 1 0 — -PfA'( WtIJDD') AtOY1✓ S 2ND S 3VO FLcD . Its FETW EEty Af�TY�, S 2m D. 4 f1: rltz, N CT E �j2t —t'v 2''-O o 111 0 /t 1 r sgAtLi 0 `TYpi, JsTS, L, R, 12 K ITGN 1 3 1 I 14 a I'2. GLO5ar clo, I �JTRz( '-D N 7 / / _0RAtLIUG� !o'-0 31.4 o L,e 12'-(o 1_0 0\ �o -D e KITC1-I , 0 C.QI7IUET' i 15e t c r1 fJ ,&I -r' , I, All_ F71 THIS Al2A I STIC H Ati.i & -- Iz zI✓ Arb r, T`rPSWIVEL 1 PIG. 2 . U GH -1T HA 1 D &'!-o STH o'7L0 Eid-rtz`f 1 jam , to / / SECO D F LW R 0_40. -(TPI',AL 2 SID S -c s, — U -I Uig , U -2 04 owQr, = g- 3, I 84- LP SP ILIKLEtZS = THIS 6I1 X 2 E J r NOV 181981 M & MPC SEATTLE 4 fMARSN&CrwL F;eviewed ani C :tJ C: �.;�e•>::.J .S;: r'icfit t0 CGS men j ;n Cratrirg ieit=r dated i/%/Y,��� Cy _ 721 1,1aiTS 3� ttTifi�.,i � i3 S. `,a,f3n sa.'a*.y , is and is sv 34- :L ztr+c�rra+ tY i hers en—gead V-,. c --,;s are rte 'cr _ e;,-:1 . y . or clr.. `ts,. .t _`�� , --.5 w-- `• ; 3ay be reo,:ree, MN f.p-1- 4fe_.C NOV 1 8 1387 FIRE PROTECTION SYSTEM FOR C, G, LA. II7eu.. SONST; IPC-‘ Io EAI J I E rz AVE . Go,WA, c 144 sheet no. rev. 0 job COMTA•GT: Fiat) L LA e>ELLAt?T= job no. 8l 4o t location t7J n±e rurban Ave, ±, TL1KAJLA \VA, - E date drawn FIRE CONTROL CO., Inc 4008 1276th, Spanaway, Wn. 98387 Wa. State Li c. No. FIRE -CCI -148 -RE (206)847-1416 - — - IJOTEE-'): I. Gp1UL3 51-10401-1 THIS S De 417 K 2 = THis E'M F.(1.1P2IGHT Z, Ail PIPE, F-1 rrIkkss 146.1-iG-Mg'5 'To b5 STEL T4-1 I s 4A. 5, UF 4, Li HAEAeD ri leit3&- OW:). HA -e, SPAOK)G- vAE34,m reins II T 5.1). :I 0 _o G6451e -Muss Pk' GAI5Lg "T1z065, GI RIDe?.. IL TL 8`0 u 6-0 o7410 rt 2,00F LAtJ -TY p cAL SUDGs, L1-1 _ 3I4 t t —I EJtz erfrr, c44oeb ?-1 IL 0,2 5LO &21121612 1:71.1 1. SrtzIV-LG sHC 4 THIS 51 t-.) 38. K TI -lis rcor,(uppicy-rr) 2,4LL Trii-J05 -HAIJEles To F STEEL THIS 4z &, 3. S. U = tTuP, 4, LIGHT HArz0 ;7117E /11-0 Cgc71 1-1A?Zer-7 5 PAC' 1.1c, 1 110 I'ILO I /0---7- I 1- +-- e p-C.AP -T747-/ /0: ac -0 5-0 — \ oco F FLA TYPICAL 2_ 1., - L1-4 3 ,16 -.•••••••*- F, oTE SLOPEP C't Ur,* t_1V, cl-tor-c) M2 • L,V, cc:lose ps-rm, 12' -7 • \ t 1341-c Gis.OET cAe7t p.„ I ic is 1. 11! 0 1113 0 41 TCH I-. 1 I Z\1 I —11 1.102(.. \ZI 3 E E.2 0 2 0 Co 0 1'4 \ 0 Co 1-0 251-0 FAILig&- 1 Orizt4 1' ATh LI C\44114{ oc-- Atz.io% c_LoSET I 1_21-0\ "TYP, • DG flThel. — I , HALO' t461/4Th I e \ ca,! -o -7Lo et.t-rgr HALL = (771. -rEutJ TU� 14o T• sLoper7 cEIL LI V- tzfil,@)2A2 rzi13&,:- cHoKo _CAP.71 V.1 El -6 zt? 5eT SLO f5MM, 0 TH I 121D rt.002 171,..46,0 cAL — 2 S I D6 u-4 occ,u f?, 5r211JICLER5 51-10WKI THIS r2 S Q PELIPLIT‘2 J4 41 nerrwr-- NOV 18 1987 NI& MPC SEATTLE --i- Tr ussa.-.: 1-101- sL.Opr) jsJ ft7g-r-1. 0 1317vt, Tfl-&PROTECTII)N - , 5,3it: ReV7,PW'Ed T.1 commes / Our review of these plans is limt ied solely to protection and human safety aspects ands s u: to concurrence by others engaged in who are responsible for other engined ering and construction the pr factrs Oi;r review in no war intended to eittw abrogaor i te crcumvent separate app, -,.' may rbe required egulations Federals whi State or Municipal codes ordinances NOV 1 8 1987 FIRE PROTECTION SYSTEM FOR KIDTEs;13rt) ft".JobIV HILLS CCIPLEY $1) 1. 51-1,4[7p ReeL. r_Deo-rm- 1-opr) ctc_tk 2. ALL pt PIT. To re pL- 1ic 4 1-14k1GEs AE Arrga 1-0APAr,Tr7E slivivEt, 014,3 COW ACT: PAUL- LA i:,(1/1.12 -re location f"--7 (WI-EAV40, -TUKWILA, WA, LA,ELLAre, twc, [0 RAtklit-IZAVe 4 of sheet no. job no. '7-4bii 9/16 451 a t e plAdrawn rev, FIRE CONTROL CO., Inc. 4008 E.276th, Spanawsty, Wn. 98387 Wa. State tic. No. FIRE -CCI -148 -RE (206)8471416 LlOTl�. rEF Ere -T"--- RIS E% Locz - Tori 4 LIA, 0-4T I OF 7 R I✓tuG;j LS to e) 9 N GD' -0 LI 1--11"- `7=k---(- T STQte,4Gs i L L.12, k I TCH Qa Art 7 J 1•7-2 "JpI�TS IG" I STOIZI i4 {' "0 T 2'2x2'2k21. nll Ste fi� 27' 's J Sr�sik 15" Cu 3 MSH* T 3ff 481-0 &' MA LJ `2 TO RaDF PY SYSTEN` '2' STS ,► '�_ jv U�" ,� p,`1 P A T G � �j �-�lYf�l �v �(,� Xyl �� � QP� ` 4-0 i � til /\!� (a q 1 2i2 C��pUNp �i Os L 2V 8x (x - S'8 x I S'' 6Li3 \ 51a0( 1S1' 0 -- Q _ r [ '6''x G,&t2 f er CART CrT GARR'RT -51 JolsT�© Imo, a 0. H (Ti ) JOISTS ®Ico' nc, JaI:Tr- -I 'o,c, s -r s fi I' o 21 FI 251 FL(X)V i VLAI.I 4 -IO CCL ; ti IT �Yr #.1i1L s 1JD1✓(JT / --0 EJoT�. I, ALL r'IFE FIT, TO Ede fLAs- TIG H4I-1GER5 A APO)c <o =0 , P7AVl 2, STORAGE. 4 4RF--Orli AREA= Oreo HA?, A r . =LIGHT 4--IAe . 0 21' -Ca „rrF1\1 ' NOV 1� 1987 M & MPC SEATTLE LIOT E : 16, Eliz TO IZ I S tZ LLLAT 1014 I215ER t7I4.SHT,Iep FOK L: 14 L-2 114” rev ,, 14 zxI 117: ; n ETA i L Tf F I CA L Il h$ AI •IPROTECTIoII a seF C of MARSH & i L _ '. '. Seattle, wv, r.t , Reviewed and acs::.:: .. __ to comments n Cr .::a, dated /7Aj) 1 -4 these plans is limited solely to fire protection and numan safety aspects and is s.,5 ect oti1:ra ero oad in th prole-ct to concurrence_ by�-- ��� tor er -<.;ng. design who are rss.� s.,,� �+: ;. ,. end c tr c. n I e r .._ .r� ro w yr is 'itis r '�Cr ^�r?' � .,i?t $'1`+ intended to e -ar a:-vca^t� ;r: separate apnlov S wr+.i• h may ba .- or Federal. State or Municipal Ivov 3 `B�` te-, regulatiCns • FIRE PROTECTION SYSTEM FOR job IVY HILLS. COh'IpLEX coNTacT; p/au eLLAwTe location l 1";?.1 (tJr-r 121 +N Avg, sa -TU 't,t%u I L,A, 'W _ G. C ...-. LA SE Li -A CO 4 ST I L C. X 10 IzA t J t E Ave so. L S 4TrL , WA, ee ate drawn sheet no. i of7 rev. SIRE CONTROL CO., Inc. 4008 E.276th, Spanaway, Wn. 98387 Wa. Stat. Lic. No. FIRE -CCI -748 -RE (206)8474416 d -o S` -o 3" et 5ER Lo ROOF- P.46.1 V.16, E7ALG. �9 1=0 6 L,R, t.10 /k1. I LI m&- L. 0, TH I V9 FtOQP2 0_41.1 -(Yr I c4L 2 L - ( to L-& -1'0 4200 at 6tcur. =.-1 r i t,I_Le RS 24 T1-1 IS St Di✓ X 2 Eli DEI 1T PALE, —t-1ZAiL41J& __I 3" 121...E. TO RCOF FR I sloe 1 fAtZM*'-crt o do, r 1 I Bt -O M oLo 5J '- th C4 e71 T. JS I2 tea•, reTqfeo ti G11r31 >' 4 - o LT, o -t o w WTE i, SI --IA AEA par r E SLOPED Get Lt 14* 2, AL. --PiPE 1=I T. TO FLASTIG k HAt-IGE;S AIDE APrIzOX , A T £ -Q LIGHT HAE. 41 0 a4c. 1 ci2,Aitimo SCc4JD t -La TY7I CAL t-" L -G 42 L accur,I S p tz t tJ IG1.EIzS = 2 (Q Tt-t I S -S t De x 2 rEtJ DEt4TS *ct'Eivcr, Nov 181987 & MPC SEATTLE t 4'1 1 fGTEr.,tt�__3 _ r. �= Pe '4.C,, 7- Cw"7: s 11 r is nfi (%/L%7 Ey ttel exec ,-1- LW -___ _ r- _+ ' 'Q -0 NOV 1 8 1987 FIRE PROTECTION SYSTEM FOR '°' IVY H I LLS COMPLEX cow-rAGT ; rAu L e2E4 LA # 0.1A, R -r e cow ST=, we/ sheet no. 510 I2AEk (ER AVE. 5o,i5EATit.E,10.6. 1814 - & of I job no. 51-4 location ! 1.JT5 #2 41,1 Ave, io, TUTUULLA, W4. 9m/8 ate drawn rev. FIRE CONTROL CO., Inc. 4008 E.276t11, Spnnaway, Wn. 98387 Wa,State Lic. No. FIRE -CACI -148 -RE (206)847-1416 I 11A- I'2 I \o 5' % V S '‘. f 4, i., , �) 1 0 I 114 114' I 4 I O- .2,-p SLID co 63 '-o `(2$74 f2 At DG 01� Lp 8' a� 1 34'-a 114 T. d' Ili. 14 • I _ 8' 0 4LO 4L0 6-0 8'-0 17 L a rtSCK l!5 HIP 1'14.5TEf2 TC 0 a Il -rel ns C '`24 o, 11 ,0 1! o ., Ii, V \co O 3-0 Nair 1 L 127 C I c E L L c r PLA N- e71 -CSC. L-2 L- r7 12 117Gt. FJOTE SAM E AS i�ELO v) ExC�PT 2 LES MAN SA2 DS 0-J o STU 1 - Lw) sprz 1 K.UE ZS ra3F KALI - u u STs L-3 * CO r 1 1 ' 1 1 I'4 112_ 1'2 2" 8'-O �; g'-0 �'-Q S'-� e 41t01a1u 1N n. VI I ,© 0 ,� ul La I2 i' 0'1 2 r 121 GGE If-, -I 1 4'-O 8-0 8'-0 9/-0 \ o I Ii _ 112 b --O 8"0 taIPGE 8= a a 1061 . l f2)Tires S' -O i Di tC-- fS�D a' -o 2ric 4t�v II 8-a 0 S'-0 eIcse it It 8 0 11,/\____ t ii— T-69 i \I Roo -P L-1 sPfzaJaE--Rs g3Q I !• s CATtal , /2-1211767 2x9/ oz RFS PETAIL z it a �t DOTES: I SHA GED 4.1Z dA DENOT'E" SLOPED G.E I 1-,)6 2_, AU- U--- r r= ,S.1Z r55t.., J r 71-415 AAI„✓ T'� M't SysT 1-11, 4, S,U. - Slur -UP Ot2Dt tjAgi NA?A V7 SPAGI h.1C-- LIGHT rIA V -D FI PE st 9 0 co- - -1?). CVO ECTI DImo''L_" O 0 1 " QECEIv'n NOV 181981 M & MPC SEATTLE M & M PROT`OTI01 C. ..1 T.!:::1:, -1. a seri. ce , ` • MARSH FA fl31_-"A ' `" t ti" Seat 3 Vr3_1 Pet c"fed ,.1 Prt1_f �.t : tO co -n- nt- 1 ! •c • y ' ' .i. - dated/ 07/4.;7 Our review of these plans Is limited se ely to i protection and human safety aspects and is s..btr—t to concurrence by othe-s engaged in the p•o]e—t who are respons ble for other engineering, dasar, and construction factors Our review t-, no wcy intended to er-1e• ab cgrte or circuT rent a•, separate apptcvals v/ht h Ploy be rsry,•ed b Federal State or Munrctp.31 cozles, ordirsrtcee a regulations FIRE PROTECTION SYSTEM FOR Vi0, LA �rGLt.A T CO DST. E I F•!G. sheet no. - rev. 1 DZ/S. t2 ,4v E. , SF4 rLE, WA 7 of 7 Q job I V H I 1,L5 cc*i p�Ex cOmTAGi' PAUL LA SeL1^a.tzrE location I ( 7 I LJT �zL4 t2F7A J AVE 1S, u KvVI LA, _ gl-� FIRE CONTROL CO., Inc. date (Li1 drawn 4008 E.276th, Spanaway, Wn. 98387 Wa. State Lic. No. FIRE -CCI -148 -RE (206)8471416