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Home My WebLink AboutzW-3663SetEX SSMH — RIM EL = 390.$8 INV EL = 380:48' o PORTION OF THE SW, 1/4 OF THE SE 1/4 OF SEC. 9 TWN. 23 N., RNG 5 E., WM LUA 07- 140 -SHPL I �r " SEE CONNECTION DETAIL PER RENTON STD NO. 300.5 I STA 3 +00, 4'RT ii STA 2 +35, 6'LT I RELOCATE SIGN ii �6f CONNECT TO EXISTING 8" G.V. ; lill " 1- 10 "X8" REDUCER (MJXMJ) SEE CONNECTION DETAI4 STD NO. I 1 -8" SOLID SLEEVE (MJ) 3 300.05 EX. 2 -10" G.V. 20L� -8 "DI PIPE I Fill W WATER REMOVE EXISTING BLOCK AND 8" GRAPHIC SCALE 1 -8" 45 -ELBOW MJXMJ VICES A CAP AND I 20 0 r0 20 CONC BLOCKING ( ) X 7gr_- TERS TO BE CONNECT TO EXISTING �l TALLED PER 8" DI. WATER LINE � N0. 320.1 -�::�: v �1 —s" snl In SI FFVF ly x ,{ -`° F, z NM383 -... 391.33 EX 10" W (W- 2217)\ 2 +00 \yf 0 WCR 113,11C,10 rn SEE DETAIL - "1 SHEET C6 -13 _ r M ' i r N ' f i ' r 3 /Nr r, i'r 3 w NEW WATER n SERVICE AND ; METER TO BE �� INSTALLED BY �; 1 CITY I I%L EX SSMH 30' RIM EL = 387.02' INV EL = 374.42' .,g,.. ,Il 64.46 L =38.69 Tan =24.42 I to I I LOT I 5,011 s. f. 1 S00 '12 14 E 79 07' USE EXISTING WATER METER I SERVING O EXISTING 0 SE \ CP1 p TO -SERVE LOT 2 \ 4 = —'—LOT 2 <s .� 4 Lo 6 4,666. s.f. G I I � F �. L - - - - -�-- -t - -J 95.8Cx' - - - - 9 IN FEET ) ... 381 BY -CITY tTTP) F _ r _ S AVE NE t/E 192207.0355 ' 44556.0499 N n N - 1892022.1564 3+ 0 a 00 '20'01 "E 1 657.4T(CALC) s +o s +so.�z Ob ST 2 44, 3 T 184LF -8" DI WATER. NE CL 5 EX 8" W (W -2901) N 1 45'E BO (MJ ) I; I N CO C LOCK 54.87 50.01' 50. 1' ' I15' SANITARY SEWER - - - - - - - -�I o ACCESS EASEMENT ' ic j, r -- - - - �..._ -_.� r - - - - - - I /1 l- 1.351 s ' - I- - ,' - _ -- LQ ,' , , - t � E HO Lo I - 140X52 PAD 41__,40X50 PAD 40X02 PAD - - -L/ ° / 3,4_ —� I X12' ALL SURFACE r� ,� / I ``f - I LOT 1 1 W ACCESS ROAD / w LOT 4 i __ _` _ 5.774. s f. LOT 6 1 " - -- _ �, i 1 yTY 5,770. s f - - - -- I Y" 6,933. s. f. 1 0) - =r � j OVERED LOT 1 ,. I- -- PORT 6,763. s.. Cb 00 V _ 00 ti- �,• cn 00 `n' / 7 10' SANITARY EASEMEN ONE LANE PLAT - -� 2 +I00 3 +0 _� _ __- -J I - -____ \ \ � +0 3.84 M ' 1 5' A 50.01' 50.01' - -50.D ) / O o N0 0'1214"W . 303.85' ° x '_15' TRLE RESERVATION 10' SAN17ARY EASEMENT EASEMENT ^. / R�ea70 I S 1 +00 2 +00 3 +00 QUEEN AVENUE NE SCALE: HORIZ 1 " =20' VERT 1 " =10' 4 +00 5 +00 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE �l3'v�- 3G63o3 V) t�l m W 1 9 IN FEET ) ... 381 BY -CITY tTTP) F _ r _ S AVE NE t/E 192207.0355 ' 44556.0499 N n N - 1892022.1564 3+ 0 a 00 '20'01 "E 1 657.4T(CALC) s +o s +so.�z Ob ST 2 44, 3 T 184LF -8" DI WATER. NE CL 5 EX 8" W (W -2901) N 1 45'E BO (MJ ) I; I N CO C LOCK 54.87 50.01' 50. 1' ' I15' SANITARY SEWER - - - - - - - -�I o ACCESS EASEMENT ' ic j, r -- - - - �..._ -_.� r - - - - - - I /1 l- 1.351 s ' - I- - ,' - _ -- LQ ,' , , - t � E HO Lo I - 140X52 PAD 41__,40X50 PAD 40X02 PAD - - -L/ ° / 3,4_ —� I X12' ALL SURFACE r� ,� / I ``f - I LOT 1 1 W ACCESS ROAD / w LOT 4 i __ _` _ 5.774. s f. LOT 6 1 " - -- _ �, i 1 yTY 5,770. s f - - - -- I Y" 6,933. s. f. 1 0) - =r � j OVERED LOT 1 ,. I- -- PORT 6,763. s.. Cb 00 V _ 00 ti- �,• cn 00 `n' / 7 10' SANITARY EASEMEN ONE LANE PLAT - -� 2 +I00 3 +0 _� _ __- -J I - -____ \ \ � +0 3.84 M ' 1 5' A 50.01' 50.01' - -50.D ) / O o N0 0'1214"W . 303.85' ° x '_15' TRLE RESERVATION 10' SAN17ARY EASEMENT EASEMENT ^. / R�ea70 I S 1 +00 2 +00 3 +00 QUEEN AVENUE NE SCALE: HORIZ 1 " =20' VERT 1 " =10' 4 +00 5 +00 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER- GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1- 800 - 424 -5555 RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE �l3'v�- 3G63o3 V) cn W 1 Z !y C5 k W (6 Q2 J Ad N q 1 a S O h Z O of ''r^ V) G NQ�y �-L r x C ym z� 9 � G ONz= o mo W WATORANGBBALNDIE5 RmitdPIMWI00 1 STAIMMOSpEDJRC/D OMAIDSPEMLNIOYMMANDWSODE /APW S<MMADMEOW.ATMK'AMT'KWKAS NROIP JLRSIRNEV RUagN A►BDED3YTIE01tOFNIN OI ASEr OFCTITA/PROVEN MANS SHALL SlAIRT OFC06TR1CDON THE CO NIRACTOR ISNNIOENESL AIMMAMNMXTIMCMOM3EULMLMHRDMORTOIM ANDOR DEVELOPER 9MILN RBPOMSNE FOR SECURM ALLIECEWNPOO MPRIOR70CMSMVCMK 2 ALL DOSING I7IINIRMSINALLRENLAN N SERVICE OINN00016IRVCIDM URESSOiHERWON TED. THE COWRACIORSW4L CALL140042"=TOVE FYUIRSIYIO CA7$MEIEFOEEE6TIMMIBEWAVATIOIL 3. ALLMATBNLLSUSEDFORTUECOMMXIDN OF WATMSM M RAMIE M O M9WLNIRIM AND 111DAIAAGm .AND •CATALOGMWFMALLyM#AS iAILNEAPPROVEONMIMNVTIIEaTYOFIBUM PRIOR70NNDND ANY AT MATERALSONSIE- ♦. ALLWATERMAwPIPEMATENAISHORLW CHRISM OFD CAS NO OR �R�O06S�� MMW4LLKCASS25C0AS TOE. NWAINIAC11W 21.104 ALLOU TRIE MOIIL PELAB9/AWWA A„�^a ALLOIILTRE EOIIPIPE AND FOIRISSAWLEEWIIAPPEDIMISILhtNAaGRIRETYPF, POLVETIME E PLASTIC PER AW WAaOSSFASDANDS. S.RN �� FINISHED MAOLT6� AND 450CwIPIK DIAMETER 52AND MAN AMCOwwRAUWATaF�SVILKopN3M NNOEWATDIMMLWKAMROVEDRYTHEa1YOFNBROMPRMTDa11MTRULTDFL WIDE UIRSIYCONRAMOCaAI TEPROFILEOF711EWATER MANSTWI NADA15f ®ASKiESARYiOO SPORS�OFRPE USES. ALLTRENCH PIPE DEFLECTION S/WLNOT MICA ONE41ALF OF PIPE WMIFACRIRBCS T AOORLSHALL NE COMPACIFDTO95 PERCENT NARINI M DIN DB19TYAS DETBRN® RYIHE MOOIHEOFROCSORTESI METIDD(AFOD) N ROADWAYS, ROADWAYSHOUDEK NOADWAYPRISM AND ONVEWAYS,AND6 PERCENT NOD IN UNPAVED AREAL ALL PIPE IDIECORMACIDNSWILLEE95MDD. 6. CONCRETE BLOODING FOR WATER IMANSSHALLN DESIGNED, NSTALLWAND �IN r...s.......... -. -. NOTION STANDARD DETARSANDSPIEORCATN MAN) SHALLNMIAOWEDATALLVERIXALANDHORMWALBUJM FILINGS AMIASEOFUDNAMM RRININWNS..G (ORSNWARNI M"MAVNREERNM NIALLMEOWKALMMNAODIIM70 CONCRETE KDO 7. ALL NEW WATER MINI PIPES AHD RIFTNDS; HALL HAVE A FOAM PIPE PIG RUN UNOUENTHEN POOR TONNGRIMMED, plifE JEO,ANDTISTED aFA1NRG,PNEMNEARDPIRIIYTWINE DWLN DONE NTHE PREBIa MOVE EUDEl1HE CORPORATION SE MULES, ANDOR / N�ONLG FORT6BTINGG AND P ACCEPFMKE. W CONNECTT 011SLOPS, MADE FWEENTU6, MAIN UNTIL CONREWPIPIN WLNMAIEIETYPIGGED, NEW MANORUETYPEE A THE PIPRIfl HAS NDI R7NM- PEGED, DISINFECTED, 0.U91®. L NEW WATER MARLS NaUDNC SERVICE LATRW.S9MLLRETESTED ATASGMPRESANF OF 150 PSIANDVE WOMNE FIEFIMNNFES WITHAA11WILMOFSPSIPMSSUREOROPOUN FNSE WENAIORAAa229 PSITSPI MR151FD, TNENINETFSTPERIOD. UPON SATISFACTORYCONWLEFDN OFTHE N IR 6 W, AMDTHEN WATELSAM MSHALLNTAKEN FOR PURIYTESTND"TIE RNA:WONSNOWTOIL 9.TNCONIMCTORSHALL NNOIiYTHE CITY OF RBIION WATER UUTYAND MAWIBNANCEOEPARIMBOSATLEAST 10VJ ATO DAYS PIIIORTo MARINE CONECTDNMTOTHE EXISTING WATER 9TSEBA F��RfIRKDIEORE ED FOR MAIN AND RNINGSATTHE ONFECIDN POINT REFONOROEWE THE TNFNRLCOMIECRNL THECONIRACIORS ALL EXCAVATE, REMOVE ALLSUUKEro EERSIND WPAMATUM SYWORSE AM ALL MATERIALS SEQUINED FORRTHE aIYOF RFMONTO PEFONNATN ECTION OWEENIIFACER ATERMSMI er— ACIaRSNALLNDVDEANDNSIALLM01511 COMDETENOONE, 3fD. PLAN - 900.0 PUBLIC WORKS y11A78t pAµ (SAL IdOI88 DEPARTMENT I r MARCH 2010 15%24" PLASTIC METER BO% EWAL TO MID- STATES PLASTIC. INC. BCF SERIES MSBCF ll24 -1B WITH LJS' THICK DUCTLE IRON DIAMOND PLATE COVER EWAL TO MID - STATES PLASDCS. INC. MSCBC- 1324 -R WITH HEADER LID AND 2' DRILLED HOLE FOR TOIICHREAD PIT LID (SEE DETAIL A -A) - IRu 127 GRADE --- ��- •- _J//I 11 1 M' MIN COVER LOOP DOWN TO GENTERUNE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. CORPORATION STOP WITH BALL VALVE. FORD = TAPERED THREAD (CC). WICK JOINT mw (3/4' MIOW -3 -0) OR AY "DONALD 47010 BUT (1' FBIOD -4 -0) OR AY MCDONALD 47010 INLE ALL arc W 3 I IN UNIMPROVED RIGHT 6 BOX AT �I WAY INSTALL METER PROPERTY LINE WITH 12' LONG COPPER TAILPIECE. ' �I SIDEWALK a 0I_ .. .. z TWCNREAD WATER METER TO BE JI 12' SUPPLIED BY THE Cltt TYPE 'K' COPPER SOFT TUBING BE IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14 -33 OR 44 FIPT It COMPRESSROM COUPLING -- ASS 21- 215WCW33. OR HALL VALVE W INLET AND NOTE: ALL METER BOXES INSTALLED MITNIN CONCRETE OR PAVED ORILEWAYS SMALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. E%PANSIW JOBTTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A `r r - RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST I- TRW UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST ME WEN SIDE OF MORE THAN WE RIB, DRILL 2' DIA. HOLE FOR AMR (AUTOMALC METER READ) TWCHREAD DEVICE - 2 -1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID PUBLIC WORKS I 3 /,W" AND I- WATER SERVICE DEPARTMENT ON LUA 07- 140 —SHPL oA T TESTING DETAIL ° I 110 FT NEW WATER LINE N z O EXISTING WATER LINE 0 W O r y O 3: 1' EXISTING TEE, DEAD END LINE, CAP OR PLUG u ED J DO NOT DISTURB BLOCKING VERTICAL CROSS (MJXFL) FOR POLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2"rAP & 2 "PLUG > 1 -BLIND FLANGE ON BOTTOM ° L 1- PLUG(MJ) W/2 "TAP & 2" BLOW -OFF p TEMP. BLOCK O z FINAL CONNECTION DETAIL M E�yy NEW WATER LINE f EXIST. WATER LINE � �' "d^ Wj 1 Lt lvnl W Q 2 �g 3� Q N AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, w REMOVE TEMP. BLOCK &BLOW -OFF &CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES STD. PLAN - 920.1 NOVEMBER 2009 STD. PLAN - 900.6 PUBLIC WORKS CONNECTION TO WATER MAIN DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2010 W- 366304 RECOMMENDED FOR APPROVAL BY BY BY BY BY DATE DATE DATE DATE DATE 30 cf r ° A z o� >3 G W In 2 N �zo En r W p D Z r N J � Q Z �a OW �o z Lu � Q W,