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HomeMy WebLinkAboutS-314001It M O Oo P gU t,1 }_ U) F- 0:5; O O J (n H Q W LY Z w O O H Q Z � W ~ (Y Z HARMSEN & SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. CALL DIAL -A -DIG NAVD88 AT 1- 800 -424 -5555 — _— _._________ -__ CITY OF RENTON DATUM A MINIMUM OF 4a HOURS — - - -- - — - ASSOCL47W INC. BENCHMARKS: BEFORE CONSTRUCTION FOUND MONUMENT IN CASE ENGINEERS SURW ORS PLANNERS 2W - 3 112' BRASS DISK MIiN LEAD t TACK 17614 - 162ND ST. SE ON SOUTH SIDE OF SUNSET POST OFFlCE CE BOX 516 BLVD. 700' WEST of RAINIER 1' = 20' S. SECDr1.D STREET 3T TEMPORARY NAIL w gENCHMA SEAM MONROE, WA 98272 -0516 AVE S, ELEV= 31.64' PK NAIL BENCHMARK: 360 - 794 -7811 0 10 20 40 206 - 343 -5903 - MONUMENT AT NAD 1983191 PER CITY OF RENTON ELEC -,MCAL VAULT (3E1�31.5J 360 - 794 -9087 (FAX) INTERSECTION OF AT do HORIZONTAL CONTROL POINTS NO. 884 d: 1740 - MORRIS AVE. ELE-V 32.62' COMBINED SCALE FACTOR: 7.000002277 SITE BENCHMARK: OT 31 ` EXIS711110 CONCRETE MALI( � 4-1 >1 Ar PK NAIL IN SIDEWALK SEAM, LEGEND EwrnNc O ELEV = 31.53' RETAINING WALL SURD NOTE 0 0 F FOUND REBAR AS NOTED ` -UP dnP IE 12' CPP 5 =27.as UP UP UP UP UP UP- -G.� NOT ALL EASEMENTS ARE SHOWN O—� LUMINAIRE FOUND MONUMENT _— do -�dn 517E PLAN /� do UTILITY NOTE UNDERGROUND U17LI71ES SHOWN ON THIS ® ® C CONTROL POINT a SIGN POST MAP WERE LOCATED BY APPLIED c co C CATCH BASIN S d d SSYH RIM USED) ® ®� —• RESAR PROFESSIONAL SERVICES. ACTUAL U Dq W WATER VALVE � U1M4I NOOMN-3T1rPE ! CONNOT U E10STMIG 9 20 D PER THE / R72 E PVC SW -26.9a pqy 3 THE STATIC WATER PRESSURE AT ELEVATION-32 IS 70 PSI O5 TELEPHONE MANHOLE T PERMIT AREA -005 so SD so S SURD NOTE 0 0 F FOUND REBAR AS NOTED ` -UP dnP IE 12' CPP 5 =27.as UP UP UP UP UP UP- -G.� NOT ALL EASEMENTS ARE SHOWN O—� LUMINAIRE FOUND MONUMENT _— do -�dn 517E PLAN /� do UTILITY NOTE UNDERGROUND U17LI71ES SHOWN ON THIS ® ® C CONTROL POINT a SIGN POST MAP WERE LOCATED BY APPLIED c co C CATCH BASIN S d d SSYH RIM USED) ® ®� —• RESAR PROFESSIONAL SERVICES. ACTUAL U Dq W WATER VALVE � U1M4I NOOMN-3T1rPE ! CONNOT U SHOULD VERIFY LOCA7IONS PRIOR TO ANY EXCAVATION. ® IRRIGATION CONTROL VALVE � � ` -UP dnP IE 12' CPP 5 =27.as UP UP UP UP UP UP- -G.� PREPARED BY CDA O—� LUMINAIRE _— do -�dn 517E PLAN /� do ARCHITECTS a SIGN POST J1c d d NOTE CITY OF RENTON, SEWER MANHOLE E 15" CPP E -27.f3 17&13' E10STMIG 9 20 D PER THE / R72 E PVC SW -26.9a pqy 3 THE STATIC WATER PRESSURE AT ELEVATION-32 IS 70 PSI O5 TELEPHONE MANHOLE T PERMIT AREA -005 so SD so S 0 JUNC77ON BOX 0 MANHOLE (UNKNOWN) r a' DI v52 S�` —Z W ; n /FIRE HYDRANT ; e CB RIM =31.59 12- CPP =211 CLEANOUT F-. ` • BOLLARD !E 12' CPP E =2748 5. FROM BLNLvJw C) C) 3 SPOT ELEVATION IE 12' CPP W =27.48 2 AT I E"t tJ 3 I SSMH RIM =31.69 I CON7RACTITR TO z WA TER NO TES: �E ><-r FENCE LINE 12" CONIC W TO E y�Y CTR CHAN =23.34 1�-I I"� -w- POWER LINE (UNDERGROUND) N E)as'R G I IE 6" PVC S =24.15 t+r = O 8' CONNECT TO EXISTING �4 1 -6' 90' BEND, MJ FACE OF I LOCATED u WE °- WATERLINE PER STD THRUST BLOCKING —�— SEWER LINE Dc' CURB I UNKNONN T1PE I T m' DTL BRX7 —m— STORM DRAIN LINE I CDNlRAC26 LF 6' DI FDC LINE I N FFE 32.51 IV T 12 O 76 LF OF 8' DI WATER LINE 1 -6' 90' BEND, MJ O3 1 -8'x6' TEE, FLxMJ ® THRUST BLOCKING 1 -6' GV, FLxMJ THRUST BLOCK © 20 LF 6' Dl FCC LINE s 26 LF OF 8' DI ® 1-6' HRUST BLOCKING) o O 1- 8"x6' TEE MJxFL 1 -6' GV, FLxMJ 5 LF 6' DI FDC LINE 1 -8' PLUG, MJ THRUST BLOCKING ® FIRE DEPARTMENT CONNECTION PLACE 8' VERTICAL PER S7D- DTL B099 CROSS SOUTH OF TEE INSTALL 3' BEHIND EXISTING CURB REPAIR ° y PER STD OIL BRXS CURB AS NECESSARY z a 6 31 LF 6' D1 Q 2' WATER METER PER STD DTL BR42 a 1- FIRE HYDRANT O PER STD DTL BR24 ® 34 LF 2' COPPER WATER SERVICE LINE TO WATERMAN ® 39 LF 6' D1 0 SAWCUT AND PATCH PER STD. DTL. H032A O ClT Y OF RENTON DTL PIV PER ABANDON EXIS77NG CONCRETE VAULT IN C17 0 PLACE REMOVE TOP, CAP WATER CAP AND MARK 5' FROM CONNECTION AT MAIN, BREAK HOLE IN .� x ao BUILDING BOTTOM OF VAULT, FILL WITH GRAVEL AND 10 CAP AND MARK FDC LINE RESTORE PLANTER AREA- 'Poll 5' FROM BUILDING ® VI DISCONNECT AND CAP 1 -}" WATER SERCE 0- AT WATER MAIN ( 6Y- C1ry FoUf ) 11 44 LF 6' D1 FDC LINE OR NmRANr SM 9E (GREY -TYPE EDUAL TO A, F HsttO _ SAWCUT & RETORE PAVEMENT AS aR calwRCSSw TTPE suw As amr tECAw°It t 92s o © 1 -6 90• BEND, MJ .eu MUEIIER slPm tENNidA 20O wTx r "` .nMr w NECESSARY FOR DISCONNECTION OF WATER MEr rrH URs w < THRUST BLOCKING LINES �" `' z� HC° CT GI, O SFAITLE TfflEMS WTM A STORTT(( ApAP1Qt i SFATIIE lHRF1D ATGfIm WTM 1/S STAIME59 STEII. CABLE 1 68 LF 6' Dl FDC LINE - /` PFATAGON OPFRATMG nur. FME NrORANr To aE ANTE- "= T. COATS l PAM' PRESFRVATV£ 4. PANT Mn SAFETY YELLOW OR APPROVED EpiAL M�rrr m I F°EERRY T -W.=-. REWIRD. _ 1 RECOMMENDED FOR APPROVAL BY BY BY N. 8 NIN Al of io 3 fi E i PARCEL E � A, TAX PARCEL 0007200211 TO 20' BEHIND BACK OF CURB OR 12' -NO BACK OF ODE-. 1HAr IS AD+.ACENT TO CURB �TWCI -PIECE CAST IRON V -E BOX WIIH LUG TTPE EDUAL TO OLYMPIC FOUNDRY CO. SEAREMRO 'a' TC REGULAR BASE SECTION LENGIN TO RT- VALVE ND AS REWIRED (SEE DWG BRAG / PAGE 8090). �STM5E0SOWTE EM WAY BLUETYPE W AS CONCRETE BLOCKING `CAST IRON TEE. WAIN V FLANGE 1DE'1 ' 1 6' GATE VALVE (FL X MJ) AWWA C -SOIA RESILIENT SEAT E. DUCTLE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 31i STEEL TE RODS, SEE STD DETAIL FOR PE RODS. WNINUM G0. CRETE BICCI( ALL UNDER NYDRUrt t/3 GU. Y9. WASHED Ofl0.N ROCK (C' TO 3 /B') YN 3' RADUS FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND L YN Y RADIUS �i t I I ONE MAN ROC' -� 6� CHECKED FOR COMPLIANCE 9 i fu FIRE RYDRANT ASSEMBLY DETAIL CITY STANDARDS ADOPTED HYDRANT LOCATION IN GUT OR FILL DIY ®iD1TOR DATE •''° sr.IMAdY Pugs -ry DATE T_ �� O 3 2i 3 tyMFp Puwl v Mm. R,I- ra " xt DT LR Wl! 13(YL 6 - DA 1E Un to, �f 2 tw t 1 s rn 9• v t Pa n DT DWG. NAME: BR24 SP PAGE: 6102 j �'fE REVISION �R IAP d J-34 R07LL1191 Oa MwI.Aa- �s -ta1A r. I SAFEWAY BLDG ! PARCEL A TAX PARCEL 0007200119 1 UTILITY PLAN D SCALE. 1- = 20' I FOUND MONUMENT IN CASE MIN LEAD t PUNCH `- EVrnNO RAISED STRIPING `EXISTING 5' CHAINL11 C FENCE CB RIM-32.13 1 jB• 4g�.. IE 6' CONC E -29.83 ` \ (NOT IN USE) Y Cf0 OF R - 840.269 R /G/y or *4 p f �F qY /p£l /VE -CB RIM 31.60 IE 12' CPP W -2770 nAIIEE 12' CPP S -27.80 \ Ew6nNG 4' BRICK $ o o Qe y 31 e � REPAJNING W�U. I � 1 hry O Iv� Q SCANNED MAR 2 9 uao I I I I s f RECOMMENDED FOR APPROVAL BY BY BY N. 8 NIN Al of io 3 fi E i PARCEL E � A, TAX PARCEL 0007200211 TO 20' BEHIND BACK OF CURB OR 12' -NO BACK OF ODE-. 1HAr IS AD+.ACENT TO CURB �TWCI -PIECE CAST IRON V -E BOX WIIH LUG TTPE EDUAL TO OLYMPIC FOUNDRY CO. SEAREMRO 'a' TC REGULAR BASE SECTION LENGIN TO RT- VALVE ND AS REWIRED (SEE DWG BRAG / PAGE 8090). �STM5E0SOWTE EM WAY BLUETYPE W AS CONCRETE BLOCKING `CAST IRON TEE. WAIN V FLANGE 1DE'1 ' 1 6' GATE VALVE (FL X MJ) AWWA C -SOIA RESILIENT SEAT E. DUCTLE IRON PIPE, CLASS 52 CEMENT LINED. LENGTH TO FIT TWO 31i STEEL TE RODS, SEE STD DETAIL FOR PE RODS. WNINUM G0. CRETE BICCI( ALL UNDER NYDRUrt t/3 GU. Y9. WASHED Ofl0.N ROCK (C' TO 3 /B') YN 3' RADUS FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND L YN Y RADIUS �i t I I ONE MAN ROC' -� 6� CHECKED FOR COMPLIANCE 9 i fu FIRE RYDRANT ASSEMBLY DETAIL CITY STANDARDS ADOPTED HYDRANT LOCATION IN GUT OR FILL DIY ®iD1TOR DATE •''° sr.IMAdY Pugs -ry DATE T_ �� O 3 2i 3 tyMFp Puwl v Mm. R,I- ra " xt DT LR Wl! 13(YL 6 - DA 1E Un to, �f 2 tw t 1 s rn 9• v t Pa n DT DWG. NAME: BR24 SP PAGE: 6102 j �'fE REVISION �R IAP d J-34 R07LL1191 Oa MwI.Aa- �s -ta1A r. I SAFEWAY BLDG ! PARCEL A TAX PARCEL 0007200119 1 UTILITY PLAN D SCALE. 1- = 20' I FOUND MONUMENT IN CASE MIN LEAD t PUNCH `- EVrnNO RAISED STRIPING `EXISTING 5' CHAINL11 C FENCE CB RIM-32.13 1 jB• 4g�.. IE 6' CONC E -29.83 ` \ (NOT IN USE) Y Cf0 OF R - 840.269 R /G/y or *4 p f �F qY /p£l /VE -CB RIM 31.60 IE 12' CPP W -2770 nAIIEE 12' CPP S -27.80 \ Ew6nNG 4' BRICK $ o o Qe y 31 e � REPAJNING W�U. I � 1 hry O Iv� Q SCANNED MAR 2 9 uao I I I I s f