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HomeMy WebLinkAboutR-3847123w a wZ n o w a oo z x H y, 2 - 12" GATE VALVES (MJ) ❑D z 0 { IFr W.y � Y4.1 a rn H ® o USED c � 91 EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 1- 12" X 10" TEE (MJ X FL) " a rc G V 0 in t -- z I n s z x � 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. A t -- z I n s z x � 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. x { I ❑j xa ® N USED PLAN 12" CL 52 LENGTH AS REQUIRED 2 - INDICATOR POSTS (3FT ABOVE GRADE). TAMPER EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 1- 12" X 10" TEE (MJ X FL) " BENDS (MJ z MJ) .� SERVICE TO IKEA AT 12" MAIN LINE. COR STD DTL M m t WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 -- 12" GATE COUPLING VALVE( FL) © 2 - 12" GATE VALVES (MJ) ❑D CUT -IN EXISTING WATER MAIN. 11 2 - 10" 45' VERTICAL 1- 6" DI SPOOL (18" MIN) ❑j CUT AND CAP EXISTING 2" WATER ® NOT USED PLAN 12" CL 52 LENGTH AS REQUIRED 2 - INDICATOR POSTS (3FT ABOVE GRADE). TAMPER EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 1- 12" X 10" TEE (MJ X FL) " BENDS (MJ z MJ) .� SERVICE TO IKEA AT 12" MAIN LINE. COR STD DTL 1-F.H. ASSEMBLY PER CITY STD. 12° GATE SWITCH MONITORED - SEE FIRE PROTECTION PLANS VALVE (MJ X 2-12" SOLID SLEEVES (MJ) ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 4 LF - 10" DI SPOOL STD DTL 330.2 CAUTION! ADJACENT ALLIANCE PACKAGING COR STD OTL 330.2 ` `g 12° CL 52 LENGTH AS REQUIRED 1-10" GATE VALVE (FL X FL) m WATER SERVICE IS TO REMAIN.8m EX. ALLIANCE PACKAGING BUILDING AND (2) WATER VALVE WATER METERS EX WATER SERVICE OF F FSTT CL 52 TO _FDCABV. RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 2- 10" 45' VERTICAL BEND (FL X MJ) FPSV "UI401VGL-kJ ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' El PER PLAN SHEET FP 800. FIELD VERIFY PIPEDE PAINT MARKS, NOT FPSV 1- 10" DI SPOOL (18° MIN) 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC 0 NOT USED m SHOWN ON 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee LENGTH AND LOCATION FDC. MIN 3 FT CLEAR OF z 10" CL 52 LENGTH AS SHOWN ON PLAN L I " - - j RECORDS) +/ 19 EX. WATER MAIN CONNECTION SEPARATE PERMIT OBSTRUCTIONS. OBSTRUCTIONS. 1-10" DDCVA AS PER CITY STD PLAN 360.20 (SEPARATE z 0 4y REQUIRED. --' " ER VALVE32 EX ` WATERLINE EASEMENTPROTEC PERMIT, DESIGN BY OTHERS - WA. STATE FIRE MARSHALL EX 12" {{II� (FfI�RO RE 0 N T 6 CUT INTO EX 12" DI WATER WEST SHOWN ® CUT -IN EXISTING WATER MAIN. LF, ENT AL 15' `jl I 5H N U CERTIFIED SPRINKLER DESIGNER) O WATER CUT -IN EXISTING WATER MAIN. RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& 2 - 12" X 12" TEES (FL) 11 CUT -IN 1- 12" X 6" TEE (MJ X FL) WATER 'CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED I- 12" X 6" TEE (MJ X FL) E\. 12' WATER 2 - 12" GATE VALVES (FL X MJ) 2-12" SOLID SLEEVES (MJ) ll - --- THE DATER Dole FOR ELEVATION, BEING WA 58032 2-12" SOLID SLEEVES (MJ) ELD VERIFYL _ _ - - - - t - 12" GATE VALVES (FL X FL) 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE 1-6" GATE VALVE (FL X R)10 _ _ - - _ - LL 1-6" GATE VALVE (MU X FL) 2 - 12" MJ COUPLING LONG PATTERN SLEEVE - - 2- 6" 45 VERTICAL BEND (FL X MJ) - - _ - -- NOT USED - - - _wrw WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 12° MJ 12" GATE COUPLING VALVE( FL) 12" MJ O IN 6" CL 52 LENGTH AS SHOWN ON 1 - 12" DI SPOOL 18" MIN LENGTH 3 1- 6" DI SPOOL (18" MIN) UTUN ELEV. CONRKT RESMUnON PLAN 12" CL 52 LENGTH AS REQUIRED 6" CL 52 LENGTH AS SHOWN ON PLAN EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 " .� 1-F.H. ASSEMBLY PER CITY STD. CONCRETE THRUST BLOCKS AS PER COR STD DTL 1-F.H. ASSEMBLY PER CITY STD. 12° GATE VALVE (MJ X CONCRETE THRUST BLOCKS AS PER 330.2 ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 CONCRETE THRUST BLOCKS AS PER COR STD DTL 330.2 SCHE41ATIC DETAIL 175 COR STD OTL 330.2 ` `g m OFF S17k eU EX. ALLIANCE PACKAGING BUILDING AND (2) WATER VALVE WATER METERS EX WATER SERVICE OF F FSTT RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 ( OINC FPSV "UI401VGL-kJ ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul PAINT MARKS, NOT FPSV 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m SHOWN ON 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z L I " - - j RECORDS) +/ o EX. WATER MA HOLE HYD. W/8' BURY FT. A8-BUl.T NOTE YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 4y _ 2 ( - (2) 45' VERT BENDS MAIN 4;NE5 --' " ER VALVE32 EX ` WATERLINE EASEMENTPROTEC I I EX 12" {{II� (FfI�RO RE 0 N T 6 R_EC.NO 8709020546 WEST SHOWN (P INT UNE NOT ON AS BUILT) LF, ENT AL 15' `jl I 5H N U ) 00 O WATER V RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL 9 31 LF 4+ .6. I_ 12" WATER VALVE 11 CUT -IN WATER FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG - - IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED E\. 12' WATER VALVE, I I WATER V VE 3 )TA: 11+35.7 W IW mlW1- W --- I W W 3 /5' -EX 12" WM 11 f/4" VERT BEND LF Q RECIPROCAL INGRESS, NEW 15 FT. WATER EGRESS PARKING MAIN EASEMENT EASEMENTT ,i HYD � W/6' BURRY REC N0.20000228000507 STA: 11+36.01, 6.01 _ r_7 I ' O �eW a3j4-a-I W W �-a3ZiY.,.._ _J WATERLINE EASEMENT REONO.8109020546 W WATER/H W/12" GV - MAINTAIN 7.5' CLEAR SEPARI BETWEEN ATER AND STORM II -w1 12° MJ 12" GATE COUPLING VALVE( FL) 12" MJ O IN COUPLING 3 UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 " .� TEE (FL) Oj O CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- 12° GATE VALVE (MJ X ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 EX FL) SCHE41ATIC DETAIL 175 -�- ^ Wu..�_1F W 4V W y w _3vi -- - - _ $ EX 12" W40 LF3 15' 87 LF / 5 MAIN EASEMENT ® 7 � IKEA I�'B` I�NWSIIDAW�E BUILDING INSTALL OF BACKFLOW PREVENTIO FF EL=25.0 AT PLAN RSHEET TFPSOONBY 0 HERSE FIRE PROTECTION 6r (W 12" SOLID SLEEVES (MJ) 12" X 6" -W - TEE (MJ X FL) 6" GATE VALVE (MJ X FL) F.H SCHEMA 71C DETAIL M3 mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384707 R-3847123 fD C4 N 0 to INC L� cr_ TLT w W d (O Z O W U m FINISH GRADE 0- EX. WATER LINEialro Ez. GRADE O IN UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 Oj O CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 EX WATER MANHOLE STA 14+14.6 STA 1 ® O ` `g m REFERENCE CITY OF RENTON EX. 7 STORM DRAIN IE = 76.5 +/- NEW 155"" STORM DRAIN IE = 16.5 +/- ' RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 p ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z j XISTING STORM DRAIN (' WEST OF WATER LINE) +/ o EX. WATER MA HOLE m A8-BUl.T NOTE YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 CONI VANAGIrR THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 TO CRY STANDARDS EX WATER M14HOLE I I EX 12" WA ER VALVE LINE WEST SHOWN (P INT UNE NOT ON AS BUILT) > yj O z I` RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL EX. 12" WATER VALVE NEW CUT -IN 9 FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG - - IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED E\. 12' WATER VALVE, I I ll - --- THE DATER Dole FOR ELEVATION, BEING WA 58032 E% 12' DII�iF - - - - III-INIJ1 ELD VERIFYL _ _ - - - - - _ 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE _ _ - - _ - LL - - - - - - - - _ - -- - - - _wrw _- - - - - - 8 l_l EX. 12" DI WATER FINISH EEEVATION. O ELEVATION EK ..ELEVATION O X -IN 8 12" IE - 17.6 TOP . 16.9 - X= 6 SS IE = TOP -151 14.6 EW CUT -IN 5 -. NEW CUT -1 3 X - TNG EX: 24 S NEW 30" IE- D IE 14.39 - 14.39 E% f21 DI WA R EX. LINE NEW CUT -I 9 E%, WATER LINE 1Y WM IE = 16 0 n m Om nu rw vl "1 nmN o'$N NamN ^N �H - rvm aHQ nN.�N na Nry1tOV n_rnry+o Q, -_ ,ory 1V N�o OWOo N ry - mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384707 R-3847123 fD C4 N 0 to INC L� cr_ TLT w W d (O Z O W U m 9+5D D+00 TF+00 12+00 15+00 14+00 15+00 15+05 17+00 18+00 le UTUN ELEV. CONRKT RESMUnON EX WATER ELEVATIONS ARE ESTIMATED. STA 13+35.8 STA 16+90 Oj O CONTRACTOR SHALL FIELD VERIFY EX. 15" STORM DRAIN IE = 16.7 +/- NEW 15" STORM DRAIN IE = 16.6 +/- ELEVATIONS PRIOR TO CONSTRUCTION TOP NEW 10" WM = 15.2 TOP NEW 12" WM = 15.10 oz ` STA 14+14.6 STA 1 ® O ` `g m REFERENCE CITY OF RENTON EX. 7 STORM DRAIN IE = 76.5 +/- NEW 155"" STORM DRAIN IE = 16.5 +/- ' RECORD DRAWING NO W -500B TOP NEW W 6" WM = 15.0 TOP NEW 6" WM = 15.0 p ON SITE WATER PIAN YA STA 16+51 6 STA 16+51 Q O ' ul 114GS BUSINESS PARK BUILDINGS 1,2,AND 3. AS -BUILT DATED OCT E%. 24" STORM DRAIN IE = 15.1 +/- EX 8" SS TOP = 15.14 AS -BUILT IKEA PROPERTY INC In m 19. 1978 TOP NEW 10" WM = 13.6 IE NEW 10" WM = 16.64 ROAD ALAN �N, Rpee z j CONSIpOHOCKE420 AS -BUILT DATED: 72 -15 -ton 3P�atS pg PA 19428 o d m A8-BUl.T NOTE YBRICAL DATUM CFfCI® FOR COMPLIANCE,\W CONTACT: DWIGHT E. SLAION $ z 0 CONI VANAGIrR THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CIN OF RENTON, NAVD 88 TO CRY STANDARDS 4 CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT ANO RIM `< P (610 834-0180; MUL 303-549-4623 z CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND App4o e4 M Dole E: ONG TsuTx 0zeamu > yj O z I` RIM ELEVATIONS WERE OBTAINED BY DEACON AND NORTHWEST CONSTRUCTION IN AUGUST 2047. A BENCHMARK' W. P qe' 2 27 `'& LL 0= r FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS AL50 CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL App4oVe4 0Y: Doh A. BMiGHAUSEN CONSULTING ENGINEERS BEFORE YOU DIG IV TE STORMDMWITHETHEIIUTIES N PUBUC/PRIVATEAND SEWER SYSTEMS POINT NO. 1864 WAS HELD Appro M fS7pWA TE HGa��� 18215 72ND AVENUE SOUTH KEN. THE OINSTALLED z THE DATER Dole FOR ELEVATION, BEING WA 58032 817 REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88) ApOrove4 DMa 4pN.014 CONTACT: ,AY GRUBB. PE +- (425)251-6222 mP�GHq(tpS�Z s Py. GXT/N0 ENG\N�4c Ed CITY OF RENTON EDEPAPT MENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS 1"=40' W-384707 R-3847123 fD C4 N 0 to INC L� cr_ TLT w W d (O Z O W U m