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HomeMy WebLinkAboutzS-3820Set4.5OF R. 0• w DEDICA 77 ON TO THE Ciry 806 SF -------------- Bff SSMH 54" - SSJ2 RIM=40.70' I.E. 8" PVC N.=34.27' I. E. 8" PVC S.=34.17' l " .tvl' ` r n rT THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS rr - _.__ ----- 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON _ Z CIO 0 V 0 vA Sl 0 4" DI 6 DDCVA PER 6" DI FIRE LINE COR STD 360.2 4"X3" DI REDUCER (SEE PLUMBING PLAN FOR BUILDING CONNECTION) SE 1/4, S W 1/4, SEC. O5, T. 23 N. R. 05 E., W.M. KING COUNTY, WASHINGTON Know v at's bOlOW. SCALE: 1" = 20' 1!%Nf% %momi 1 20 10 0 20 40 NOTE.- 1. OIL/WATER SEPARATOR SHALL BE LOCATED IN PARKING GARAGE. SEE PLUMBING PLAN PO. P2 FOR LOCATION AND PLAN P3.0 FOR SPECIFICATION. r ¢[ ~1T �.i1R •.t c at 4 t a e S � A— I If — r— t� v s %if '41 r 44 W +E ..: y. r all VICIIV fTY 11EMAP • _S SCALE. 1`-2000' E'QUIPAlENTAND PROCEDURE BASIS OF BEARING: N 18' 14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. CITYOFRENTONBM ,IVCITY OF RENTON BENCHMARK NUMBER 2117. 3 1/2" BRASS DISC AT THE NORTHWEST CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A RAILROAD CROSSING IN THE NORTH ENTRANCE OF COULON PARK. EL=37.25' BM INVERT ELEVATION OF THE NORTH 8" PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT DRAWING NUMBER 322206 DATED 05/02/2006. SSMH IS LOCATED +/- 10.7' SOUTH OF SOUTHWEST PROPERTY CORNER AND +/- 10.0' WEST OF THE EAST RIGHT OF WAY LINE. EL=34.27' AD TUM•' NAVD 88 APPLICANT / OWNER LEMY MO&WIM, W 6501 AMERICA'S PARKWAY NE — SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT.• FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEGAL DESCRIPTION C811 bohn you dig. UTILITYCONFLICTNOTT- CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. S- 382001 R-382014 2 2ND BUILDING REVIEW 1 BUILDING PERMIT SUBMITTAL REV. N0. 1 DESCRIPTION R 'WAS�j� t� 36499 �S CISTE4 1� SI ANAL/ P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@a INSIGHTENGINEERING.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. BRK QB -19-2015 RENTON, WA 98056 BRK 04-06-2015 INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 01500.2518 SE 1/4, SW 1/4, SEC. 05, T. 23 N, R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY. DATE. • SCALE. JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623 SHEET UTILITY PLAN U).0 .�v•l.� THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING CONS7WUCTIONNOMS COUNTY, WASHINGTON, EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER # 1 INSTALL: 1035005; 1 - 127W TAPPING TEE (MJxFL) 1 - 4" TAPPPING GATE VALVE (FLxMJ) AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO f 20 LF 4" DI PIPE THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING SLEEVE W/ THRUST BLOCKING NUMBER 4655599. SEAENDS OF CASING # 2 INSTALL: 1 - 12"x6" TAPPING TEE (MJxFL) TTY OF ON W/ NON SHRINK 1 - 6" TAPPPING GATE VALVE (FLxMJ) GROUTE f 20 LF 6" DI PIPE W/ THRUST BLOCKING APPROVED BY: DATE: 3" WATER SERVICE METER IN VAULT PER COR STD 320.4 - 4/G All REDUCING VALVE (PRV) IS REQUIRED APPROVED B :A DATE: DOWEIRNWOF DOMESTIC METER. 8" PVC PIPE #4 3" RPBA IN ABOVE GROUND HEATED CASING SPACES ENCLOSURE (HOT BOX) PER COR STD 350.2 APPROVED BY: �✓ Uk DATE: (AS NEEDED TYP.) @5) 4" DI 45' BEND WMA N afl 12" DI SLEEVE #6 3/4" DCVA, PER COR STD 340.8 8" PVC PIPE #7 POOL DRAIN TO BE CONNECTED TO SANITARY SEWER WITHIN BUILDING #$ PARKING GARAGE MUST BE PUMPED AS PER U.P.C. SLEEVE DETAIL #9 THE LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. N.T.S. # )10 FIRE DEPARTMENT CONNECTION ' Kslow E N*i N E `R' Ni col (SUBJECT TO APPROVAL OF FIRE PREVENTION DEPARTMENT) C811 bohn you dig. UTILITYCONFLICTNOTT- CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. S- 382001 R-382014 2 2ND BUILDING REVIEW 1 BUILDING PERMIT SUBMITTAL REV. N0. 1 DESCRIPTION R 'WAS�j� t� 36499 �S CISTE4 1� SI ANAL/ P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@a INSIGHTENGINEERING.NET SITE ADDRESS. 1300 LAKE WASHINGTON BOULEVARD N. BRK QB -19-2015 RENTON, WA 98056 BRK 04-06-2015 INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 01500.2518 SE 1/4, SW 1/4, SEC. 05, T. 23 N, R. 05 E., W. M. LEGACYRENTON DWG FILENAME DESIGNED BY. DATE. • SCALE. JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 1"20' 13-0623 SHEET UTILITY PLAN U).0 .�v•l.� W SEE MOTE 7) LIV-ITS OF PIPE ZONE rr BEDDIN V'ATEPIAL FOR C , SANITARY SEWER PIPE ' 0.1) . lJ F X31 s SEE MOTE 5j f t l FCJN= ATION LEVEL a f J BED31NC FOR SANITARY SEWED PIPE NOTES: 1. PROVIDE i NIFORM SUPPORT UNDER BARREL. Z. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCE*'T DIRECTLY OVER PIPE- HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5- PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR BRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA 3RAVEL_ (5. PIPE MUST BE ANCHORED IN SUCH MANNER AS TO ENSURE FLOW LINE IS MAINTAINED - 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS pt" 9M. MTX - 405 DEPARTMENT FAR AAIAWARY NMMERS OCTOBER 2012 12 Xts - 14" I 22' 1 Y" 4 1 PIPE BEDDING 6, N.T.S. STD. PLAN -405 RECESSED LIFT POCKET )6" - 11 N.C. SOCKET HD SCREW 1 Y4" LONG (BRONZE OR S.S.) )I " x 2" RAISED PADS h1 1 �' _ 1 12 Y4" 14" CAST IRON RING AND COVER / / Lirx � t. •CONCRETE CLASS ill • i' EXPANDABLE FOAM WATER TIGHT PLUG 45• (1 /8) BEND I" \tip 8 `7 G� P� J� o PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES: 1. S" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS i Qs INCH C T DID. 409.i R DEPARTMENT FOR SAMTAIRY MBNA �- SEPTEMBER 2011 K'_5'*8 OR 6 INCH CLEAN-OUT 6. FOR SANITARY SEWER MAINS N.T.S. S1D. PlAll -X03.1 i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk , INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S, INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A L" MAX FINISH i.RAGE r W 36„ MIN ,:-VER INEW >JCTILE IRD\ ' r A.TER�4 I N •A � S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M. KING COUNTY. WASHINGTON > f CITY L1 17 INSTALL FORD C14-33 OR 44 FIYT a 12 Xts - 14" I 22' 1 Y" 4 1 PIPE BEDDING 6, N.T.S. STD. PLAN -405 RECESSED LIFT POCKET )6" - 11 N.C. SOCKET HD SCREW 1 Y4" LONG (BRONZE OR S.S.) )I " x 2" RAISED PADS h1 1 �' _ 1 12 Y4" 14" CAST IRON RING AND COVER / / Lirx � t. •CONCRETE CLASS ill • i' EXPANDABLE FOAM WATER TIGHT PLUG 45• (1 /8) BEND I" \tip 8 `7 G� P� J� o PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 45' (1/8) BEND NOTES: 1. S" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC, No. 3698 OR EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS i Qs INCH C T DID. 409.i R DEPARTMENT FOR SAMTAIRY MBNA �- SEPTEMBER 2011 K'_5'*8 OR 6 INCH CLEAN-OUT 6. FOR SANITARY SEWER MAINS N.T.S. S1D. PlAll -X03.1 i:i"x24" PLASTIC VETER ROX EQUAL TO MIE-STATES ,LAcTIk , INC 3CF SERIES MSB -CF ' 324-18 WITH I "" THICK DUCTILE IH2GN _)IAMD]NU --LATE ..(,VER EQ IAL TC: %el_ -NATES �ILASTI(: S, INC. VSCR('-I �7�-R +HATH REAlDER LIC ANS 2" :^PIECE:. HOLE FOR T0_CHREA_; SIT 1-11 (SEE DETAIL A -A L" MAX FINISH i.RAGE r W 36„ MIN ,:-VER INEW >JCTILE IRD\ ' r A.TER�4 I N •A � S17 T. 1/4, SW 1/4, SEC. O5, 23 N. , R. 05 E., W. M. KING COUNTY. WASHINGTON n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 IF SERVICE LI%E TO H;;USE IS 3/4" OR ' f CITY PRIVATE INSTALL FORD C14-33 OR 44 FIYT a x COMPRESSION C"U;i U\G f'Ir'IPi•" +'K'In� LLJ 1.2"x ?R;),VIDE SLACK IN COPPER 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i J I r_ I- IN _1NIMPR I'JE�O RIGHT '>F J IN L.1%Ei'.• AS � ART OF THE DETECTOR� MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND i 'NAY INSTALL METER 90X AT ;ORPURATI,0\ STOP NTH BALL VALVE, FO,23 COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR TADEREG THREA :. (C'(:':. QUICK -DINT ' PROLERTY LINE WITH ' 2" BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\ t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' � INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET. w • LONG ^!^"APER TAILPIECE. ; . A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH ALL METER 3C_XES INSTALLED WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE SIDEWALK FRCTH SIDES OF VETER 1�',�X- S: Fy_x3,f4' 8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H f cz ^.,TTY � I n - {—Tr VAIN (FERNCO OR APPRIDVED EIOUAi4 r r -4 'r' -- ' ALL AFiJu\BLOCK EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS. 0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR :1 -- -TOUCHREAC WATER - 4 ~� E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- • MMETERTLO �3E A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? 60" ALLOWABLE MAX. FROV P.E. CROSS-C:ONNECTIGN cCNTROL FOR CAST IRON PIPE LCITY?> QUPDLIE% RY THE '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., a KITH INDICATOR �i)'ST INDICATOR CONCRETE BLOCKING j Z5 , �t►'�':�c rHI:TCFF VALVPE, TY -=E K S., FT 2% MIN SLOPE _ HORIZONTAL zN, ..LF' E � Tf;` E31 , SEVER .. 6" MIN. MAIN SEINER MAIN OF TEE AT MW Kn 2;5' Atm 45' TYPIC/4l SSE SERER STANCHIONS BOLTED TO FLOOR f E -, VI E v`v' �! jr n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 IF SERVICE LI%E TO H;;USE IS 3/4" OR ' f ` TO BE INSTALLED IN THE FUTURE f GALVANIZE- f' INSTALL FORD C14-33 OR 44 FIYT a x COMPRESSION C"U;i U\G LOOP 3tOitiN TO CEZ TERLINE f BUILONG SEWER df OF MATER MAIN TO f 1.2"x ?R;),VIDE SLACK IN COPPER 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i C QPf1ERSETTER F3H L/5"x.5/4" METER: FOR:: SERVICE LINE TU METER. ' VEiH72-15W-44-33G, OR !VcJONALD BRAS: 21-215,'A<C0033, OF IN L.1%Ei'.• AS � ART OF THE DETECTOR� MUELLER: .3/4 -F1 -247C-2 WITH A\4, -LE BALL VALVE N. INLET AND DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY SINGLE CHECK 'VALVE ' \,31+. TLET ;ORPURATI,0\ STOP NTH BALL VALVE, FO,23 COPF'ERSETTER FOR I" METER; F RD VEIH 12-' 5W-44-44(;, OR TADEREG THREA :. (C'(:':. QUICK -DINT McDONALD BRASS: 21-415WCOG44, OR VJELLER: '-B-247C-2 /'L" FBI-jf0-.=-0,' OR AY MC. 0\ -ALD 47G' i BOTH INLET AN=, OvTLET WITH QUICK , :INT. PADLOCK WINGS O\ t" FFi1G.,C- -{�; AY NC C1w1AL) �Ir ' � INLET ANCiALL VALVE AND SINGLE "HECK 'VALVE N "'OTLET. a ALL FITTIN• S SHALL HE WITH DUIC:K JOINT. Nk TE: A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH ALL METER 3C_XES INSTALLED WITHIN CNCRETE OR PAVED CRI'slE1AiAY5 'SHALL BE CAST-IRON EQ; AL TO OLYMPIC 170ur\DARY_ EXPANSION JOINTS M+ASH 3E INSTALLE% ON FRCTH SIDES OF VETER 1�',�X- S: Fy_x3,f4' n t f— �I#ILL 2" --AA. HOLE FOR AMR t ,AUT0VATIL METER REAR`, T0,JCHREAD DEVICE f _'12` MIN. FRO,M NEAREST AND FRONT EDGE OF PIT LIC - TY�=I C AL RIB \ . :_)TE - THE :THE ENTER 3F THE HOLE MUST 3E AT LEAST `" FROU CINDERNEATH -485 _NL.ES5 THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGANS-,T THE OPEN SIDE ^F MORE THAN ONE RIR PUTBT,IC WORKS 3/4" AND 1" WATER SERVICE Sm. PLAN - 31111101 DEPARTMENT NOVEMBER 2009 2 3/4 "AND 1 " WATER SERVICE 6 N.T.S. STD. PLAN - 320.1 NOTE UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER. sTw�ww� sMs s�wrt M. HM - 4fti � Pumc "°sxs �wia�►TaN napr MwM ro Y uNs► r STANDARD SIDE SEWER INSTALLATION N.T.S. STD. PLAN - 406.1 FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _. PROPERTY LINE z C.,;NNECTION F �? SSTANDP11'E +NTH x CRELVE-) -",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_ 8"x -�x ', 3'-Q.. a • FV1tJ1E 6" BLMLOING SEVEN PrE I BUILONG SEWER VO,GNTED N TEEL ='LATE -,VER PIPE FL.), 1.2"x y� /y O TEE WHIT 6" 31K URET 4" STUD MAAKOG POST PANTED �� � �~• WYE 0*7E WIIH TW WORD *SEE a S ENCLED i)!?ILLEC HOLE 1\ _.' i SURFACE CLEANOUT NTH IN 3" HIGH RACK LET70M AND I5 NYRE ir CAST MIDti 1" 4 COVl1t r THE BY-PASS ASSEMBLY SHALL 3E \ \'. ``�� M>IlIIPPEC AROUND 7W STUD AND ST TO g {1 AJORDAN MI0111 WaNtS EXIENDED THE TOP OF THE STUD. IN L.1%Ei'.• AS � ART OF THE DETECTOR� PRODUCT NO. 003673M opt If DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY APPROVED EQUAL, SPECIFY L. �n .moi -.)Sy __ ? -� / — 3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY ` WTH ICE RECISTER i� ,s /2' `, "SEMER" ON UD). 6" WE >EWZR AiBi (SEE SID. PLAN 403.1 FOR TTY �IvATE y: INSTALLATION ONLY) i�'IVG 'THING ' ACCEPTABLE PROCEDURES FOR SLOE SEWER CONNECTIONS TO MAIN a LINES ARE AS FOLLOWS: TEE 'W_x FL`' � A. VITRIFlED CLAY MAW - CUT N A NEW SECTION OF SEVER MAIN WITH `.:. r; )` BE N-_` FL. A NEW TEE USING FLEXIBLE COUPLINGS j 4`,A x MS i TE VALVE r� (FERMICO OR APPROVED EQUAL). S: Fy_x3,f4' 8. CONCIIETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN IM11H f cz ^.,TTY A NEW TEE USING FLEME COUPLINGS - {—Tr VAIN (FERNCO OR APPRIDVED EIOUAi4 r C. PVC MAIN - CORE -0011 LED WITH A ROMAC SADDLE (OR APPROV0 -- ' ALL AFiJu\BLOCK EQUAL) OR CUT IN A NEW TEE USING RM COUPLINGS. 0. DUCTILE IRON MAIN - CORE -DRILLED VAIM A ROMAC SADDLE (OR CONCRETE APPROVED EQUAL) - 4 ~� E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE AT MAO&WACIURE'D KNOCK -OUT'S OR 1HE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- STRUCTURE SHALL BE CORE -DRILLED. A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? 60" ALLOWABLE MAX. FROV P.E. CROSS-C:ONNECTIGN cCNTROL FOR CAST IRON PIPE ::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F OR DUCTILE IRON PIPE. '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., 3000 PSI MIX +�G KITH INDICATOR �i)'ST INDICATOR CONCRETE BLOCKING j Z5 , �t►'�':�c rHI:TCFF VALVPE, E:..IAL FAINTEu. ?E ). OR o" FLANGED j,PLINL 2% MIN SLOPE AEAI TER E(':_ AL T0 ' :OMAC HORIZONTAL 6" SIDE OUTLET TEE SEVER FLARE CAPS 6" MIN. MAIN SEINER MAIN OF TEE AT MW Kn 2;5' Atm 45' TYPIC/4l SSE SERER NOTE UNLESS OTHERNASE SHOWN ON PLAN. SIDE SETTER SHALL. HAVE A MMNMUM 2.5' COVER AT PROPERTY LINE OR 3--5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHCHEVER IS LOWER. sTw�ww� sMs s�wrt M. HM - 4fti � Pumc "°sxs �wia�►TaN napr MwM ro Y uNs► r STANDARD SIDE SEWER INSTALLATION N.T.S. STD. PLAN - 406.1 FREC.AST C:OA_RETE iAGLT -MTH 3 - 4,'x 2' ONE EACH `BILE _. 4"x 2 ' 1./2" FIRE 3UARTMENT COUBL HINGED STEEL PLATE ,'OVERS. DIME`wSICAS �', C.,;NNECTION F �? SSTANDP11'E +NTH x CRELVE-) -",''- E(?UAL TO : UTILITY 4 A APTEF, FL `_ 8"x -�x ', ._ BREAKABLE CAST IRON H.vSE CAP - :'A , q 4"xt"xF" RIALL HEAD TEE, FL. -. LT E L +.• %NE EACH SI )E EQC.AL T:f (;RINNEL T:r.-CH REAL) 'IT Ll� SENS,' ;? FV' 'L: a MTH HOSE (,A:'S Fla 1J.1-5.1 VO,GNTED N TEEL ='LATE -,VER PIPE FL.), _'AdNC TYPE `)RAVITY GPERATED C'. THRC;,;GH 2" GIA � . FL Z•-0" L`)� �:. `1EE<' ::HECK VALVE, FL EQUAL TO i)!?ILLEC HOLE 1\ _.' i M�.ELLE? _ A-2600-6 WITH 3ALL r THE BY-PASS ASSEMBLY SHALL 3E \ \'. ``�� DRl."' VALVE AT 30TTOM IN L.1%Ei'.• AS � ART OF THE DETECTOR� r � INSTALL Er-;,XY NCV -:SHRINK DC"A3LE-HECK VALVE ASSEMBLY. IF" F :1R '',s ASSEMFLY GRC°. T (TPF'. j L. �n .moi -.)Sy __ ? -� / — 3ENSSRII ;( TR 1. L;t METER 2 FGR Es` ASSEMELY ` WTH ICE RECISTER i� ,s /2' `, -- . C�' ' ,l E, FLx FL. .`'(:` LIN; F_:? .. ASSEMPLY 6"& Vii" ASSEMBLY. E" SHORT TTY �IvATE y: C RA�OIt... 9,. BEVD FL- i�'IVG 'THING ' j; 'C" ASSEMBLY 90' 8"X6" 11■y a REDJCING BENCI FL TEE 'W_x FL`' � VALVES AT THE TIME DF INSTALLATION TO CENTER `.:. r; )` BE N-_` FL. -- j 4`,A x MS i TE VALVE r� ' S: Fy_x3,f4' f cz ^.,TTY (• T'^ Bid LD1 G - {—Tr VAIN -__ r 4m-� -- ' ALL AFiJu\BLOCK OEALAAAN INSTALL GALVANIZE:! LACCER FOR ACCESS CONCRETE r RE LIRE'). - 4 ~� FL x V, A_)APT0•2 a ALL .)ETECTOR r,0.JRLE CHECK `: ALVE a„ OR j, ASSEMBLIES SHALL INCLUDE RESILIENT FL. xE. L A- 3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY -3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r , A ,1 , SEATED SHJTDFF VALVES AND TEST PIPE 'Y1TH _.,LLAR ,H COCKS. ANT) APPROVEi? C' A�5EN13LY 1 J"x U x8"TEE FL 9" ASSEMBLY 8"x$"x$ TEE. FL. a" FROV P.E. CROSS-C:ONNECTIGN cCNTROL ASr;EFdF3LY C °xC»x6' TEE, FL ::"- 3'-8" LONv ASSEMBLIES PER DEPA;2TMENT `)F - - ;:TEFL LAsDER '- .. -6 LONG HEALTH LATEST At'>'=zDVEv= LIST. - C", 8" :DR 6" .;ATE VALVE. FL.x M,., 6"- 4'-` " L'ONu KITH INDICATOR �i)'ST INDICATOR CCJDLE -":HECK VALVE ASSEM13LY P! 'T VALUE SAME SIZE AS D00113LE IN: LJDES TWO RESILIENT SEATEL) ;.HECK; VALVE (VUELLER CL. CR rHI:TCFF VALVPE, E:..IAL FAINTEu. ?E ). OR o" FLANGED j,PLINL AEAI TER E(':_ AL T0 ' :OMAC _. 1 E+' C-{ �i'' fI _TILE IRON CLASS 52 NIPPLE 'IPE. FLARE CAPS E'.�ENT LINE:, LENGTH TC FIT. T UCH kEA) --'IT LII; `._,ENS"'R VCJNTEr � N ti STEEL L --)LATE 2 VER THRO;, tH 2" PIA. N TE: c f'RILLEC HOLE IN z•• C m z m l .. ' n o Tyr 2 LCYCsATE VAULT 1\ -)LANTING AREA. \=GT IN �'A.^:. it S" PIPE, �. 4" AN ,.} x r L ., GER BEV 5 AN , TEES TC: .E _:AST � r � FL x S,-R,Eh IRON CEMENT L14EE -er FO,4 1 ASSEV-±LY Z u 'N 'O'RAf?Y '.=0HT t FOR F' ASSEMBLY i TEN 5_SHALL BE PROVIDED UNDER 2 o ASS , .�. " POR EM31-Y VALVES AT THE TIME DF INSTALLATION TO CENTER -- THE PIPE IN VAS LT :'PENIN:;. AFTER COYFLETE S: Fy_x3,f4' INSTALLATION REM',?VE THE TEM;'ORARY S+uDPORT Tk L METE- 1h1TH �''-1" i� --- -__ r ANS; INSTALL k -t- JSTABLE FIFE ' .JP+='==^RT ICE REzI-I�;TEIR -- INSTALL GALVANIZE:! LACCER FOR ACCESS C;" MIN. ,RAIN T') UAYLICHT (;R :TC)RNR.AIV SYSTEM WITH - 4 ~� :y AFTER FIELD INSTALLATICN, VAIN ✓DIC A ANL: •^ATCH H.ASI\ !_,R MANHOLE _._._.__ :`,-•.• t 6" 9C'.' H3ENI:: FL - 3Y -FASB ''CVA Mi,ST 3E TESTED SATISFACTORILY -3Y A -)E• T_ OF HEALTH .CERTIFIEDnAGKFLO �►r , - ;. � -t., ; _�� .�ALVAVIZEG ASSEMBLY TESTER. TEST REPORT T': BE SuBMITTEC - - ;:TEFL LAsDER TC CITY OF RENTON RATER UTILITY ENGINEERIN., , )EZ'T. 'PLOP TO ACTIVATION OF NEk LINE. :.'a,tF=.CTEG F Ot_.NGATI3^a 1-01 - i:- INSTALLs'RA' ;%" FLAT<E TEST .; )()KS MTH iQ" GRA.b FLARE CAPS ' AU UsTA3LE STEEL 'IPE S ."CWT STANCHIONS BOLTED TO FLOOR E -, VI E v`v' 6",8"& 10" DOUBLE DETECTOR CHECK SSD. FIAN - M.2PUB1IC WORKSASSEMBLY WITH STANDPIPE OUTSIDE DEPARTMENT INSTALLATION MARCH 2010 3 6'; 8" & 10" DOUBLE DEECTOR CHECK 6. ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION N.T.S. STD. PLAN - 360.2 LANE LINE MARKING 7'-8 1 a w. STANDARD VEHICLE WHEEL PATH 3' 4.5' 3 MIN. MIN. WN.t 1 1 ACP CLASS* MIN. ' . �( MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE i EDGE OF PAVEMENT, - OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'_ NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT _ ADOPTED crnr or 111IMM" ♦ ( • STA DAD PLAW ---% IST DATE: 02/05 02/2005 MODFIED MOTES DCV DC DATE WOOF" NO ES REVISION DG GZ DWG. NAME: H032 SP PAGE: H032 ('7_'_TYFCAL LONGITUDINAL PATCH AND 6. OVERLAY FOR FLEXIBLE PAVEMENT N.T.S. STD. PIAN - H= RE ISTE}1 _)HALL HE TC --H SEA) IT LI - 4" ,"�T I%L;K ATOS CALVE TR-I'L' AN,' HE I\TELLi:�E \T f_'0 fiMU,\L�A.TI :.'N , V.IxVI_,': 'AINTE) HL.tE ENCC ER TYPE { I E . VETE` MUST RE.A..L IN CJ. FT. 2 Z,' SHACKLE R?JS SER TTY `. :F <ENTC)\ SPECIFF ATICINS EN_ 'v 4 1,- 3E\ , 'IAT' INSTALL IN TEST P'FT A. 2"x2" TEE "M,xFL I 1 LF J_ BRASS \IfFLE ''=:LTH !"ATE ALE :FLxlf, - - • r'f A RESILIENT z SEATE,, 13<t.� i 'ATE LADDER`+hITH .'ALVE AN:. r a - 4` FLx`:1. A :TOR — �. P T 3AB_-. R , - /. 4 FLxi. , A� APTC < 'ER ::=SHA �- , 2' 21 fwlf-- _ _ T -ik)ILiAN(; OXY '' K E .i Y N�.- SH INK 4' TEE 7771 l -1 WEL'E`) STEEL I:LLA v '_'ITY 'RIVA-fE Tc,;,H SEA.. IT LI. Mc JNTE_. ' f. R ;TEFL LT E .E THK. , :H i,. _RILLED H`.LE IN COVE_. L DC;ATE HOLE 2"-' )EA WAN -31LOCK FR,)V EC..E CF FIT LID , N , 16s = TEE <E +IRE WITH ,'FL SHACKLIN" TO TEE PRECAST :_C\',_ -RETE vAI,LT i41TH 3"x:5" HIN3E STEEL � L .TE vE c T -I E 11VENS1�\5 4'-b"x _ "EQUAL T", :-1'17!E INC CR + TILITr LT MTH r3° DIAM'GN7• F=LATE SE\ra: ` MODEL S1Ck? RADIO SEA_ 'IT SET SENSL'q td I NTEF= ::N =.TEEL -LATE TW ' 'IE: E ".WST IW"'% ''.AL.E -0X, � F," 4 ,; i i,ATE VALVE (FLxFL` ­',.SERHR^:� T.H i" VIA- ;% EL .ALT )LYMPf F '_ \UI<Y _.,. V;'h KI�;INti; STEM WITH HAI.) WHEEL ' ,RILLEFI HC;LE 1\ ::C"✓ER STAN,AkI S" T F _iE:;TI„\, WITH P” M -ELLE ;- i8i`-6. RE;). LAR � Ap E SECTION LENGTH TO FI_ F." `FLx71E: ::EVENT LKEG D4 -TILE IRON Pl=>E 'CLASS 52 3' LGN . WITH LGLLAR 2C" F?(_M P E. EUJAL T'; TH2SE SJP`LIE:) 3Y PA_AH' 4" ALvE N'_.T EXTENSIG\ IF fE -_IRED =+kC 8 e; -.AGE s<79i: y: \Igy . ¢' X14 .',ATE NAL-vE e L x _ Tf 'FLxVI' EQUAL T:? Z a I' I���t ELLER r "' A- 2zS-._-. T-ALINC' FL:: W a lii' 12" ARC,.,ND :,TTY P41VATE + _a C., ;:)k 4" 'Ex'E �(yG, i LINED STILE IR;3\ 'IPE 52, LENGTH Ti FIT. Q M%I1 � C 2 CLAS, •1" OR 3 WATER METE-? FL) i' EQJAL Tr' SZENSJS IWWSMII�METER WITH T, U1--HREA2 ATLIU I C.E -?EGISTEF SENSOR 4 C' STH WHEEL HRH E L Tl I � I - STABLE v 1 FLEXIBLE FLANGE-, + t � ..... TACLE STEEL FEET, ZE:,ISTE-i- F01 i" METE{. <E,.);'E AT'E S.1 �^RT C,'LING AUA'TOR, ROVAC 'AETE� 'AiTH 4"X� " FLxFL (`_'NC;ENTRI`: STAWHI N 3C'LTE'' .A''PF~ VEL' EWr AL. T FL! CR ,,EVERA.L NOTE ALL METE�`_� A". iA .KFL';A-+E-vE\TI )N 'E K1'E (':)M31\ATI t.1S ARE Ni)T _.H,, 4N JK IN( L >EG IN THE TAtt r.i:` ` )ETAIL jFA'WIN. S. IF YC:ii t PARTI ' L; < CMRIN: TK;^, I:, N ;T �.H ;tM\. AN Az criVE, I,F?A'fiJl\C, :TILL E +xEC,:_.I?E; PY THE _.TILITY )EFT. F:,"? ITS INSTA:LLATIOT•.. THE ' �INCIr'AL RECJIREMENTS 'ESA IA ;'AI_.LT =1ZINS LRE THE LEN* TH OF FITTING_ _'1 THEIP '-LEARANC,E FLOW THE vA,.LT -ALLS, ftvHl";H C;LE FA\; E `;HALL 3E =. VINIVJ/ ::F 7" Fk:,::v THE EN_;5. t\' THE ` II E ':LEAKAN 1E 'SHC:.L : ;E AS TY='I.;ALLY S -H :tai'\ `;N THE VARIC::_. S STANf;ARG -�ETAJL`.`' NOTE: )EA:'VAN -iLOCK _}HALL HE :ESI tE • A,c' IN::TALLE) S:: IT FEAR_ AGAINST ]�.FFIC:IE' T „' :I`_;T!J?HE EA :TH n.; T:; ::..FI',`kT THE DESIC\ED THPJST. + PUBLIC' WORKS 3, 4"& 6" COMPOUND DOMESTIC SM. PM - 320.4 ♦ � DEPARTMENT WATER METER ASSEMBLY MARCH 2010 4 6'; 8" & 10" DOUBLE DEECTOR CHECK 6. ASSEMBLY WITHOUT STANDPIPE OUTSIDE 1NSTALLATION N.T.S. STD. PLAN - 360.4 W-381001 5-381001 • 1 icy.■► wwft bMow. CaN before you d'g. UTILITI'CONFLICTNOTE• CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERFWW THE LOCATION, DAWENSION, AND DEPTH OF ALL EXISTMIG UTILITIES *WTHIER SHOW ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYMMG THIS HORIZONTAL AND VERTICAL LOG4TION PRIOR TO CONSTRUCTION. THIS AND THEN SMALL NMCLUDE CALLMIG UTILITY LOCATE O 1-800-424-5555 POTHOLING ALL OF THE D(MMMG UTILITIES AT LOCATIONS OF NEW UTILITY CROSSWGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOC4TKM OF S40 UTiUTIES AS R-3810 15 CITY OF RENTON APPROVED BY: DATE: II IF APPROVED BY: DATE: APPROVEDBY.• I ✓6*01 DATE:9/llll5 SHOOW ON THESE PLANS ARE a4VD UPON THE UNVERNYD PUBLIC 1 Ismousts" Cts. NNFORUMTION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, INSIGHT CONTRACTOR SN4LL CONSULT WM ICOMPANY TO P.O. BOX - 1478 RESOLVE ALL PROL91LEMS PRIOR TO PROCEEDING WfrH CONSTRUCTION. EVERETT WA 98206 2 2ND BUILDMrG RENEW i BUILDNlC PERANT SU811M7TAL REV. W. DESCRIPTION (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. BW 08-19-201 RENTON, WA 98056 BRK 04-06-201 INITNLS a4TF TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: 015002518 SE 1/49 SW 1/43, SEC. 05, T. 23 N., R.05 E., W. M. LEGACYRENTON DWG FILENWE DESIGNED BY- DATE. SCALE: JOB NO.: 130623-FINAL.DWG JRC 11-04-2013 N.T.S. 13-0623 SHEET .� a•1Jtoo 7 UTILITY DETAILS C6.1 Vvv F1, � z D c r Z C m z m C CA Ga D O 1 D o r Z C I r C CA Ga CA O n � t i f ' I � Z u 'N O D o r Z C CD p r C CA Ga CA O n � t a z f ' I � Z u D 8 ' � � t rn a � . C) N 00 0 r) Lu C) N 00 rNY rr C) N 00 \ ) ^I 1 ` CV '111 IE 15" LPEP=39.55 rw 5 5� CB - ,]9E 2 - 48 HI RIMIG AI 6" PVC NW LE. 51.]6 6" PVC SW LE. 5184 J, 6" PVC ME LE=5189 6" PVC I � RRt IF Sm PVC S-45+� LE. 8" PVC s.g45.55'S -TSC IS za GroNc=30.04 � 28,3 RMk E H• EH SSMH 54" - SS13 BURBLY RIM - LE 8" RIC N=44.6 LE H" PVC 5=445 60' DEED REC NC DATED 12/: Sv 12-CKP E=5232 12"CPEPN-5259 15"LPEP N-49.59 y SE 1/4f SW 114, SEC. 05f f T. 23 N° R.05 E, W.M. Is r°1,)w-4939 \ N f llar`, FH ( R KING COUNTY, WASHINGTON 5///%/j�A� m 1 / CR - TYPE, // 1 L1�2, 3,3./ �// I, 1 \ �r1I, RIM 61.94 / // / / I �dfl _ /( (\ ( 1 \ - 160' 6 u 5" RIM 54.53 / "PVC SW LE=5969 ( --J/\ �� I 6" PVL N LE=59.91 < a°wc NE/YIN I 181 III R/W 30' Ex. Iw/'tii _, VAULT ACCESS `- - -- - - / RIM 5453 SD CLEWOUi \ 1 \ 11 1 1 1 \ - J`0 / 8° P✓C S LE.=51.36 RIM 61.45 BOTTOM OF VAuii-Ta6.i9 UNABLE TO OPEN I I w II I III / /� l j /I i I I - \\\\ \\ \ \\\� \\\\\_____-_- 3 3\ I 41GHT I D G 3 WW I "12714 (S)3 & +T T ssltaT RM (PIIBIICJ� PoN=H.OJ (AB) K BE PVL'(N)=36.63 (AB) K BE PVL'(b=36.63 (IB)I 4.5' OF LE B• P6L'(S1-36.0 [ae) R.O.W DEDICA770N TO THE C17Y icFms•Pm _p 806 SF a T PRAM RMEX. ,2y cv SSMH 54" - RIM=40.]0' I IF B"PVC M-3427:. I.E R" PVC s.=34.17 c6 - TYPE i SOLID LID RIM 54.63 \ \1\ \ 6' PVC SN NE\LE-51,23 \ W v, L 1 sdlL N,IA wuv, \ \ 1 IIIIIIIIIII I 1 1 I \ _ w TRANSFOAVER/*� �s�m I (DEkrcNEq BY QTHE�S) \ \ I I I �� _____ \� \\ \\ _ - _ _ _ _ _ - _ _ - \ \ m / I /1 1 \ \ \ IIIIIIIIIII \\\��`____ ��\�� \ /// O\ ces\ HERO mei®� I � dAS Llyr 9 \\ 1 I 1 \\ _ �\ \\��\\\�\\__--__--\\� ci i 12' 1 15 PUGET PoWEREMENT\ \ \ --� \ --- --- �\\\ \ \____\`\\\\\\ ____ \\ REC. NO.840260653\\\\\\-_Po --__- - IK \ I �_____ --- \ \ \ \ I IISIDE SEWER \ � ., \ srD 4D6., \ / / 1 G. 1 PC (SEE PLUMBING PUN P1.P2 FOR PUMP LOCATION AND PI.Pi FOR BOWINGCONNECTION C BrtERCORo�e SHOWN av j SHEET PI.t DE w.uaeac PUN) \ \ 511, \\\ 46.0 \i 2 7pZ® \\ \\ 1 I I I N Z35 oFL°h\\ c5 1 z. UNE' \ \ \ \ Am A Am I CERTIFY THAT INE LOCATIONS AND ELEVATIONS SHOWN ON THE :7 1/_ --- // AS -BUILT PUNS FOR LBOACYRBNICB! SIGNED BY BRIAN _ ------- i KALAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS / $5 / 4 xS W REbU6ER_ / \ \ \ - - - _ �'\ \ �� - COMPLETED BY PACB7000AnS0V=fflC IN JULY AND / PLUNGING PUN FOR \ \ _ .- _ ' AUGUST OF 2017 AND PROVIDED i0 TECO FOR FINAL PUN u) _ \� \ Ault C CONNECINJN) /\ _ _ _ PREPARATION f / 4 DI \ �\ _/ \ \�� --- /� ` SLEEVE W5 314-1 MEIb? _ t BRK 04 -CB -2015 EX. SEWER LINE - / PER COI2 sro M.1 a �O\ V 3 al D \ 01 FIRE LINE \ \ \ - , / \ 3 \ ` 6•(45' at�iD \ _--__50- SSMH (PRNAIE) ROUTE j M. IA02 (AB) IF B•PA(N)=39.4 ) � a�•.a. 6"OOCYA PER\\WREN _ / /I /� ` i- IF ('$ / COR SIO 360.2 \ FOUND REBAR \Duct\ 1 / \ 1 L ODE EWER I/1° l C 0SPL I.E.-�7.8 NEQtAU ssltaT RM (PIIBIICJ� PoN=H.OJ (AB) K BE PVL'(N)=36.63 (AB) K BE PVL'(b=36.63 (IB)I 4.5' OF LE B• P6L'(S1-36.0 [ae) R.O.W DEDICA770N TO THE C17Y icFms•Pm _p 806 SF a T PRAM RMEX. ,2y cv SSMH 54" - RIM=40.]0' I IF B"PVC M-3427:. I.E R" PVC s.=34.17 c6 - TYPE i SOLID LID RIM 54.63 \ \1\ \ 6' PVC SN NE\LE-51,23 \ W v, L 1 sdlL N,IA wuv, \ \ 1 IIIIIIIIIII I 1 1 I \ _ w TRANSFOAVER/*� �s�m I (DEkrcNEq BY QTHE�S) \ \ I I I �� _____ \� \\ \\ _ - _ _ _ _ _ - _ _ - \ \ m / I /1 1 \ \ \ IIIIIIIIIII \\\��`____ ��\�� \ /// O\ ces\ HERO mei®� I � dAS Llyr 9 \\ 1 I 1 \\ _ �\ \\��\\\�\\__--__--\\� ci i 12' 1 15 PUGET PoWEREMENT\ \ \ --� \ --- --- �\\\ \ \____\`\\\\\\ ____ \\ REC. NO.840260653\\\\\\-_Po --__- - IK \ I �_____ --- \ \ \ \ I IISIDE SEWER \ � ., \ srD 4D6., \ / / 1 G. 1 PC (SEE PLUMBING PUN P1.P2 FOR PUMP LOCATION AND PI.Pi FOR BOWINGCONNECTION C BrtERCORo�e SHOWN av j SHEET PI.t DE w.uaeac PUN) \ \ 511, \\\ 46.0 \i 2 7pZ® \\ \\ 1 I I I N Z35 oFL°h\\ c5 1 z. UNE' \ \ \ \ Am A Am I CERTIFY THAT INE LOCATIONS AND ELEVATIONS SHOWN ON THE :7 1/_ --- // AS -BUILT PUNS FOR LBOACYRBNICB! SIGNED BY BRIAN _ ------- i KALAB ARE BASED ON FIELD SURVEY LOCATIONS AND ELEVATIONS / $5 / 4 xS W REbU6ER_ / \ \ \ - - - _ �'\ \ �� - COMPLETED BY PACB7000AnS0V=fflC IN JULY AND / PLUNGING PUN FOR \ \ _ .- _ ' AUGUST OF 2017 AND PROVIDED i0 TECO FOR FINAL PUN u) _ \� \ Ault C CONNECINJN) /\ _ _ _ PREPARATION f / 4 DI \ �\ _/ \ \�� --- /� ` SLEEVE W5 314-1 MEIb? _ `\ BRK 04 -CB -2015 k2 AB `. a10 - / PER COI2 sro M.1 - - --,N l SFAL ENDS OF CASING D \ 01 FIRE LINE \ \ \ - , / \ WC/RON SHRINK \ ` 6•(45' at�iD \ _--__50- N l ROUTE j /I l MEw lmo 6"OOCYA PER\\WREN _ / /I /� ` i- E ('$ / COR SIO 360.2 \ FOUND REBAR \Duct\ 1 / \ 1 L NE'HIE If I/1° CAPSTLaAED� / NEQtAU 1S 90161889H° I A A90161889H° A A \ V --- 0.4' NW X 0.2' W. \ 8" PVI' HPE NE Nth PI ffEM CASING svncEs ti (as NEEDED rvv) REAAVALLAGREEMENT q0 / n IX. 15° WM II I2" DI SLEEVE GUY PoI,IE \ I I I H° PVC PIPE � L P)LE \ I\A+ \1 \ I < \ \TI P I 1 SLEEVE DETAIL I1 I I\a \ I 6 N.TS I I AY I IXI 3 H I \\ \ l gI p Q I R(1544.I0 EXINSi L 5° STO Z ADAPTOR ON \ ISBNG FIRE HYDRANT r r N Q e60943' RE) L=166 y3' u \\ N \ \ MATCH LEGA CYRE ? I • Knowwhat's below. Call before you dlg. !PITOU CONFL(CTNOTE lEiOF AMERICAS II; MG /fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50 ALBUOUENOTE CONTACT QUERAIZ K SSAM i. PLUMBING N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4 CELL (506) 489-4414 TAX. (505) 243-1561 CONSTRUCTION NOTES LWALARES BIMON a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO 1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING ae INSTALL: COUNTY WASHINGTON; I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER 1 20 LF 6" DI PIPE 1035005; W/ THRUST BLOCKING k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0 PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599. OOWNSMCAM OF DOMESTIC METER. ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN _.._ f;EG „-_ OF PALMING SILL 37 IN BUILDING. k5 4" DI 45' BEND APPROV®BY' DAM@ W6 3/4° BOVA, PER CDP STD 340.8 a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME pg PARKING GARAGE MUST BE PUMPED AS PER UPC a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$ FIRE M]0 (SUBVECTATOMCONNECTIONENT APPROVAL OF RE PREVENTION DEPARTMENT) W-382003 R-382040 5-382oo3EM AS BUILT NG...",., INSION7 ENOINEERINO CO. CAUTION.• ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR, ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 1 2ND BUILDING REVIEW I BUKDING PERMIT SUBMITTAL REV NO I DESCRIPTION BRK Nf 23"J SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N RENTON WA 98056 TAX ACCOUNT NO'S. 3344500007 PERMUNO: U15M518 BRK 04 -CB -2015 g DALE xigi:mtls Z4NII NE W 'i MEw lmo i- E NE'HIE If NE1MJ- NEQtAU NE Nth PI ffEM NE«h N EEG. vicflvffy % S SCALE: C-2000' W NBx pyl; SCALE: V= 20' E/9UIPA(MTAND PROCEDURE I SIS OF BEAHNGn 2 10 0 20 40 N 18'14'33" W BETWEEN FOUND MONUMENTS ALONG LOIRE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURIEY CITPOFRENTONBM CITY BY RENiON BENCHMARK NUMBER 211 J. 3 112 BRASS DISC AT THE NORTHWEST CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A RAILROAD CROSSING IN THE NORM ENTRANCE OF COULON PARK. EL=3].25' BM ql INVERT ELEVAITON OF ME NORM 8° PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT DRAWING NUMBER 122206 DATEO 05/02/2006. SSMH IS LOCATED 10 7 SOUTH OF DOWESTOF CORNER PROPERTY CORNER AND s/- 10.0' WEST OF THE EAST RIGH OF WAV LINE EL=34.2]' CAIlM' HAIG 68 lEiOF AMERICAS II; MG /fpD 6501 AMERICA'S IAA.87110 NE -SUITE ID50 ALBUOUENOTE CONTACT QUERAIZ K SSAM i. PLUMBING N PAR/TOP SHALL BE LOCATED IN PARKING GIRAC I SEE PH (5 C F243- KASSAN PLUMBMG PUN PO P2 FOR LOCai10x AND PIAN P30 FOR SPECIFICATION PN . (5)) 09- 4 CELL (506) 489-4414 TAX. (505) 243-1561 CONSTRUCTION NOTES LWALARES BIMON a] INSTALL: THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS I - 12"x4" DIPPING TEE (WAR) (PUBLIC) J12, 313, 314 AND 315, AS MEASURED LONG PARALLEL LINES TO I - 4" TAPPPING GATE VALVE (FUMJ) (PUBLIC) THE SOUTHERLY MMZRN OF SOUTHEAST IIBM STREET (ALSO 1 20 LF 4" DI PIPE (PUBL)C) KNOWN AS MORGAN AVENUE), CO HILLMAN'S LAKE WASHINGTON W/ THRUST BLOCKING GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO ME PLAT THEREOF RECORDED IN VOLUME 11 OF PULS, PACE 83 IN KING ae INSTALL: COUNTY WASHINGTON; I - 12"x6" DIPPING TEE (WAR) EXCEPT ME WESTERLY 60 FEET OF SAID LOT JIT CONVEYED TO I , 6° TAPPPING GATE VALVE (RxM1) KING COUNTY BY USED RECORDED UNDER RECORDING NUMBER 1 20 LF 6" DI PIPE 1035005; W/ THRUST BLOCKING k3 Y WATER SERVICE METER IN VAULT AND EXCEPT THAT PORTION OF LOTS J14 AND 315 CONVEYED i0 PER COR STD 3204 ME STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING A PRESSURE REDUCING VALVE (PRO 5 REQUIRED NUMBER 4655599. OOWNSMCAM OF DOMESTIC METER. ka ERCER Y RPe; INSTALLED ON salts WATT C77YOFREMN _.._ f;EG „-_ OF PALMING SILL 37 IN BUILDING. k5 4" DI 45' BEND APPROV®BY' DAM@ W6 3/4° BOVA, PER CDP STD 340.8 a7 POOL DRAIN TO RE CONNECTED TO SANITARY SEWER WITHIN BUILDING APPROV®BY' DAME pg PARKING GARAGE MUST BE PUMPED AS PER UPC a9 ME LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. APPROMBY, DAT$ FIRE M]0 (SUBVECTATOMCONNECTIONENT APPROVAL OF RE PREVENTION DEPARTMENT) W-382003 R-382040 5-382oo3EM AS BUILT NG...",., INSION7 ENOINEERINO CO. CAUTION.• ME COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PUNS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING ME HURIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION MIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE B 1-600-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VIRMHON. IF CONFLICTS SHOULD OCCUR, ME COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 1 2ND BUILDING REVIEW I BUKDING PERMIT SUBMITTAL REV NO I DESCRIPTION BRK 10 -19 2015 SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N RENTON WA 98056 TAX ACCOUNT NO'S. 3344500007 PERMUNO: U15M518 BRK 04 -CB -2015 INITIALS DALE ZIP SE 19, SW 114, SEC. ME x23 N., X05RE WnL LEGACYRENTON 11-15-201] SHEET VT=PLAN C6°0 O N 00 M 1 C) All W (SEE NOTE 7) �r LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE 1919D NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3, COMPACT BEDDING MATERIAL TO 85W MAX. DENSITY EXCEPT DIRECTLY ONER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN WE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MMNER AS TO ENSURE FLOW LINE 15 MAINTAINED. J. WENCH WIDTH SHALL BE PER SECTION 2-08.4 OF THE STANDARD SPECIFICATIONS. DEPA MENT PIPE BEDDING AM DEPARTMENT FOR SANITARY SEWERS OCTOBER W- DEPARTMENT •$• - 11 N.L. SOCKET HD Y A.C. SCREW 1 Y4• LONG (BRONZE OR SES) JI• A 2• RAISED PADS 6• CONCRETE CLASS WOOL 45' (1/6) BEND ANY (1/8) BEND SAND OR EXPANDABLE FOAM ITER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES 1. BE AND 6" CLEANOUTS ON SEWER MAI SHALL BE EAST JORDAN IRE WORKS, INC. No. M98 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS. POUR A 1'-0' THICK. 2'-0" SQUARE CONCRETE. CLASS 3000. PRD AROUND THE RING AND COVER. PUBLIC WORKS H OR 6 INCH GLEAN 3UT WED' FIAH - 40S,1 DEPARTMENT FOR SANITARY SEWER MAINE BEPTEYBER 2011 L e EEAM EQUAL M NO SEARS TBW. BEEF MAKES ASRToISF 14 DIM� PTO CEMENT EQUAL Mo-TA RAST« FB NIN WATER W AND r O'"lID B4£ 1.1 MINNEAPOLIS AT LID ME OCTAL A -AI FEWER GATE MIN COAR SE 1/4, SW 1/4, SEC OS, T. 23 N., R.OSE., W.M. KING COUNTY, WASHINGTON r�P O BY ME M /TYK ED SORT 1 / MWFA MING "YAWS ONE TO HaSE 6 ED BRow iE-33 OR"ITE MET yxnu urz Iu Nelex, MUELLER ELLE 3/4-11-2470-2 /4- MW -24 0- BcMNAEGMm HAITI BN1 VALVE ON x AND CONRMATION STM NTN ALL METAL EWO MN�R6ET/t `AIM I- MERCK F AN PARENTS THREATS (CC), CLACK JCNT MNMI MAARK 21-AL>YTMW IXa V 1-1-21)0-2 (B/� ITION -O) OR ANY M9CNMD HIDDEN DDM D PIREI . PACLWI XN6 PI (1" FDINC-A-D) OR AY MCCO ABLE MEET ANC2E B41 VALVE AND MAGE CHECK VALVE ON pITET. ALL R21NC5 ISRAEL BE WM WICK JOINT. NOTE: R BO¢S INSTAY2O NMN CON E RTE M RAIN DNIEWAYS MI4L BE CAST -TRW EWAL M OLMOM FWNDARY. EVPWMM MW15 RUSH BE NBT4Im M BDM WES OF MEMO BOR. A— A ENDS r ME HIM FW MR (A m AM IEThR MAD) RMGIISAO RACE L _ 2-I /E' W. FR A «EAIFSr E- — T AND FRET EDR E RT UB LL MR RW IrII NOTE: ME CENTER M ME ROU: MUST BE AT RAST C FROM UNDENRAM RIBS UNLESS ME RIB YACMG ALLOWS ME NUT M MAI AOA"SE ME OVEN DOE M MEM MAN CNE MR ® PUBLIC WORKS �i AND 1' WATER SERVICE �. PI1W - MAOI DEPARTMENT NOVEMBER 2008 03/4"AND 1" WA7ER S W VKZ x.Ls. sm. PW! - 32AI B } NG SEWER PIPE y1 WM FEW SM WMIt ;I B H 2', 4" S1W MARKING POST PAINTED WHITE WM ME AMD •SERER' STENCILED IN Y ND1 BUOR LETTERS AND 40 WRE MMPfED MWND THE SND AND EXTENDED TD ME rE E ME SINCE 6^ ME BEIRUT AND SUBMIT SEWER (� SM. "A4DxI FOR \ IBSTALLATIOM ELY) ACCOUNTANTS Mo UMTS FOR MM SEWER L NECT S M MAN �-I `ACP CLA55• RENES ME AS FDUDAY A WITHOUT CLAY MM - CUT N A NEW SECTION E SUMER YMN MM A NEW WE URUC REMGE DECREASE 6• CRUSHED (FEWKD E APPROVED IMAM B (RANGE MAN - NT IN A NEW ECTW E SEWER MAIN WIN A NEW TEE USING REMd CGAl1NG5 (FENS E APPRDWD EWAL), C M MAN - CORE-ROLIfD MM A ROWS SMDS NEW APPRDHD OR GRIND, SEAL MTHEDGE EQUAL) E CUT N A NEW TEE USING FROKE (ONWUNO& 0. WEI RCN MAIN - NMyADLLED WM A ROI SQUARE OE OR CENTER OF LANE THE APPROVED EQUAL) E MINIMUM CONNECTION - AL CENEC2KNS M MANHOLES SHALL BE AT MMEACRRSO INOE-W3 E ME sTNLMWW ORAL E CDM -ROLLED. 60" ALLOWABLE MAX. FOR CAST IRON ARE OR DUCTILE IRON PIPE ,,.DS SOOp PSI MIX M�f,�t�G^'' CONCRETE BLOCKING N�V�DP 19 BV i MFA1�' _ (R` yE MIN SLOPE HERZORTA 8" SIOE CUTLET IEEeRMMN SFWFA 6" MIN. CONCRETE OF ME AT MAIN MAIN BLOCKING ANDF BETWEEN 25• AND 45• DE&III MESE SEM.BR NOTE: UNLESS DTHERMSE SHOWN ON PLAN. SDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5• LOWER THAN ME LOWEST HOUSE ELEVATON, WHICHEVER 15 LOWER, PUBLIC WORKS STANDARD SIDE SEWER _ • • DEPARTMENT INSTALLATION N (SEWER MAIN TO PROPERTY LINE) M9d1 1 4061 MUCH READ AM IM UOUNTED ON STEEL NEAR CEMENT WNI r OF, "TOBLE CIFEIX VOW �USDBLY TRUE WN4FJAN ASSEMBLY AS LANE OF THE � EVANGELIST 45hv. H"� AREAS IBM BE WE AM Ir ALL ONE INUCH ME AT FL. MINUTES 41 MET MULD WE. FIL 6 WE RL lA FOR LILLY 17 ED I F 18 1 1- LBI A, VE CWME CHECK vKW ALLIN FREY CAUL,Wilyinu1o0 EZDr" PLAN ".PWPNvrn MAINFRAME OF USE COUNTY WEAI SORED�RESILIENT VALMER MUCH MAI) "2 COEx TPCUNH YE W NOTE_ COsS M Llm BOE N MER. L INSURE VAULT N RAMONC AWA IM N PAMQ 2. 4- AN��Wpw� cs AND MET TO ME CAST PW ISE rW 10' ASSEMBLY 12 s REIWMARY MV T WI WE WORM UNCq 1/r 54 FOR HE AYBLY IR VALVES AT MAX OF INSTALLATCH M IT FW 0' ASY«BLY ME PN IN VAULT mwFG METER COMPLETE 55111 m WMR KAT Ix ANNIH AOM"p THED[ ABY rMAI A NEIw MM Y_ ANDG MASTER A INSTALL.cuVwan TAMP FW ACGn UIM ro OA"wrt W SHOWN MAN !METER S AFTER NOTE MRAWNW, MAN WCVA MAN) CATCH BU9N W WN102M BVA Y -PASS RVA MUST BE rFzrzP SANSACWRXV A CMT. HEALTH MMM BACMF A DENY CA RET HEWN N K 9A M TY N ACTIVATION OF MEW ANNE "o MST MIM COMPAQ= FCUNI F. Ss TO FEE TEST OCCUR NM K E. FAM ENDS E IN. CA B' me ROB CLASS 52 NHE WE CwwR u1EP. LINDEN N Dr. END VIEW IF SO MAN) PUBLIC WORKS SAB• 810• DOUBLE DETECTOR CHECK SN. PWW - 3602 DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION MARCH 2010 3 6"8"&10"IDOUBLEDBBCfOR a Rx ASSEAffiLYW1T11 STANDPIPBOUTSIDB INSCALLA7TON NTS. SM.. AM - "..2 LANE LINE MARKING T•-6• STANDARD VEHICI£ MIEEL PATH 4.S• MIN. L•IN \ �-I `ACP CLA55• MIN,. 6• CRUSHED L 2 CLASS •B•COURSE SURFACING TOP 425 2• SAWCUT AND REMOVEEDGE OF PAVEMENT, - OR GRIND, SEAL MTHEDGE OF CURSE &GUTTER, AR4000W OR CENTER OF LANE THE CRUSHED ROCK. FLOWABLE Fill- OR ILLOR AS REQUIRED By ENGINEER MINIMUM ACP CLASS 'E' AN BSENATE BE: PARROPAL/MINE/COBECTE NATURAL STREETS h INWSIPIAL ACCESS STREETS - 6' ACP CLASS 'E' or B. RESIRNPAL ACCESS SWEETS - 2' ACP CLASS 'E' or FIT% NOTE: UPON REQUEST E ERpNEER, NEW ROADWAY PAWAERT SECTOR MAY BE DESIGNED USING M APPROVED METHOD FOR TYPICAL WNGRDOWAL PATCH AND OVBRMT RTERMINING PAVEMENT THICKNESS. FOR ORES PA ADOVEYIMT AOOP RD CITY A nAml®MAIm J e HAI AND B alfiTELLLiMUCH MENTRroMMUN<AT�ON EN FT MPE OCE, METER MUST READ INI WE AGO ACT ELENA IDA" A' TECO ELSENTLLEILLGOMAR TOUCH READ PT TE Ep C5Ex5Ox MOpXTEO O STEEL REH RICANFIBERR THROUGH 2' DIA SAILITED TOM IN COVER Mi UP PIT LID ANN R185 I%E "HAND (EQUALVAULT 2LM 23.3 31"1ND PLATE DOMB" R. 6 4' CA 3' UVEROUND WATER METER NE) EDURT TO Ni LIN COMPOUND MGM WIN WONNOTAREH RESOLUTION(W R RESUCE 1 Pin SUPPORT MEN AM 4'0' DUKE. CANCENTRIC STANCHION AMS ALL ORBITAL MEIERS FANO DEVICE COLORATIONS ARE NOT NOW d INCLUDEDINME STANDARD W [ALLIANCE. GAIN SUNNI LEQUIRED BY IS NOT VT 1 OW 0'AN 0 GAINED INSTALLATION REQUIRED By ME VTOIv w<IVEfPmE DEBT FOR ME PRINCIPAL REOUIREMENTS REGARDING VAULT SIONG ARE THE (WHICH CEMXANCSAUDI OF E SHALL BED CA RA CLEARANCE xIMUM O 12- FROM VAULT ENDS LAND ME SE CLEARANCE SHOULD BE AS TYPICALLY SUDAN ON ME VARIOUS STANDARD ETAI 1. SEARSNOTE DEADVAN BLOCK SHALL WE DESIGNED AND INSTALLED SO IT MATTE SCREENING UNDISNRRED EARTH SO AS M SUPPORT SEES A WE ENDNUT 6 OR 4 POPE CEMENT LEAD RUPEE IRISH PIPE CLASS 52 LENGLI TO FIT PUBLIC WORKS 3", 4" 8 BY COMPOUND DOMESTIC M. PIN - 300,4 4 • DEPARTMENT WATER METER ASSEMBLY MARCH 2010 rW"N6 v 8"& 10"DOUBLE DEBCTOR CH9CK ASSShiBLYWITHOUT STANDPIPE OU731DEEVSTALLA77ON N.T.S. STD. PEAK - 360.4 KBow lxhE'sbNOWA CMlb*myvjft CAMON.• ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE PLAINS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING ME HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL INCLUDE CALLING UTILITY LOCATE W 1-600-424-5555 POTHERING ALL OF ENE EXISTING UTILITIES AT LOCATIONS OF NEW UDEN CROSSINGS TO PHbICALLY VERIFY WHETHER OR NOT CONFLICTS EXISC LOCATIONS OF SUE UTILITIES AS SHOWN ON THESE PUNS PRE BASED UPON THE UNVERIFIED PUBLIC MOLOKAI AND PRE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, ME CONTRACTOR SHALL CONSULT MEN INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. R-382041 W-382004 S-382004 A,� BUILT