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HomeMy WebLinkAboutR-3847125(p (o BACK CURB) F.H. ASSEMBLY y44 Moo • p ocs M. (MJ) A O p p. p 0 LOLO W mG, pp p•i fl Nm TI; p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 ¢WL F o_ Z CFF " t p❑fl NOT TO SCALE WUN' O Approml Cry: Date J GB 7 RAIN GARDEN OUTLET A WET POND OUTLET B p❑p ENGINEER: CITY OF RENTON CONTROL APprove0 by-. w CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, ❑p ROW AS PER _\-� DEEDS& Approved 6. — F ❑1 NOT USED Q NOT USED MATCHLINE: SEE SHEET C1.7-5 A N m CB 86 CB 67 CB 5./ CB 5 CB 29 ©NEW FIRE HYD ASSY. CB pp ( pj ❑ LLII m J 68 6 WATER re m —1 V I LI L./ v LI v A I I I I 11 U U U U BACK CURB) F.H. ASSEMBLY 6 90' BEND Moo • p ocs M. (MJ) A O p p. p 0 mwC� ❑ ❑ mG, pp p•i fl Nm ❑ ❑ p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 GB 70 1 o_ p❑p� 9 8 p❑fl NOT TO SCALE WUN' Approml Cry: Date GB 7 RAIN GARDEN OUTLET A WET POND OUTLET B p❑p ENGINEER: CITY OF RENTON CONTROL APprove0 by-. p❑p CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, ❑p ROW AS PER _\-� DEEDS& Approved 6. Dole 4 WATERU I _• RFCML8109020546 (425)251-6222 N V V V P V V re m —1 V I LI L./ v LI v A I I I I 11 U U U U L WET POND INLET A \\15 POWER EASEMENT \ &WATERLINE EASEMENT REC.N0.8109020546 I 82 1—T HYDRANT 1 ®1 - FH ASSY PER COR STD DR 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD OTL 330.2 �5 1 - 10" MJ PLUG AT GATE VALVE. z 0 N HYDRANT TO FACE LIND AVE SW. REFERENCE CRY OF RENTON RECORD DRAWING NO W-474 LIND AVE LID 0302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT DATED 6-30-78 A8 -BUILT NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS MID HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON MCI NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD ME ONUS RVAABY TE BARGHAUSEN DRAINAGE FACNTIES ENGINEERS AND P BLIC/PRNVATE WATER INNDUCTED OCTOBER STEWER SYSTEMS IZO pH4WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD V11 REVISIONS AND FUNCTION AS INTENDED. ❑❑ BACK CURB) F.H. ASSEMBLY 6 90' BEND Moo • p ocs M. (MJ) A O p p. p 0 mwC� ❑ ❑ mG, pp p•i fl Nm ❑ ❑ p CI'EUC® FOR CONPLIAHCE ti O CIN OF RENTON, NAVD 88 GB 70 L WET POND INLET A \\15 POWER EASEMENT \ &WATERLINE EASEMENT REC.N0.8109020546 I 82 1—T HYDRANT 1 ®1 - FH ASSY PER COR STD DR 310.10 (3 FT CLR OF BACK CURB) CONCRETE THRUST BLOCKING PER COR STD OTL 330.2 �5 1 - 10" MJ PLUG AT GATE VALVE. z 0 N HYDRANT TO FACE LIND AVE SW. REFERENCE CRY OF RENTON RECORD DRAWING NO W-474 LIND AVE LID 0302 WATER PLAN 70+50 TO 91+13.18 SHEET W4 OF 9 AS -BUILT DATED 6-30-78 A8 -BUILT NOTE: THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CONSULTING ENGINEERS MID HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND RIM ELEVATIONS WERE OBTAINED BY DEACON MCI NORTHWEST CONSTRUCTION IN AUGUST 2017. A BEFORE YOU DIG FIELD ME ONUS RVAABY TE BARGHAUSEN DRAINAGE FACNTIES ENGINEERS AND P BLIC/PRNVATE WATER INNDUCTED OCTOBER STEWER SYSTEMS IZO pH4WERE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND THE DOCUMENTED FIELD V11 REVISIONS AND FUNCTION AS INTENDED. ❑❑ BACK CURB) F.H. ASSEMBLY 6 90' BEND ❑ ❑ • p ocs (MJ) SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN O p p. p 0 ❑ ❑ JCB AS -BUILT DATED: 12-15-2017 AS REQUIRED ❑ ❑ VERTICAL DATUM -Q CI'EUC® FOR CONPLIAHCE 2- SHACKLE O CIN OF RENTON, NAVD 88 CB ALL PIPES AND o_ SCHEA/AT/C OETALL 9 8 VALVE AT NOT TO SCALE WUN' Approml Cry: Date CB 37 RAIN GARDEN OUTLET A WET POND OUTLET B ENGINEER: CITY OF RENTON CONTROL APprove0 by-. SEE SCHEA(4T/C OETA/L A TH/ CB 24 POINT 1864WAS HELD 1 SHEET WET POND OUTLET A f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, 15' POWER EA?&[QTJM B- ROW AS PER _\-� DEEDS& Approved 6. Dole 4 WATERU I _• RFCML8109020546 - WATER VALVE SSMH-1 EX 10" WM 8 0 ID AVENNL{r�7a SW --------------------------------------------- T EX 16" WM 1 --et 11 w _... WM _L I I \ RIT, ■ I I 'o o lilt GENERAL NOTE: G NOT USED 1 CB 26 D Y I J 2. NOT USED Ca 38 3. INSTALL CONCRETE PADS AROUND ALL EXISTING AND NEW HYDRANTS AS PER CITY STD PIAN 310.1 K 4. NOT Useo 0 T I II M I 1 i a oD� EXISTING 0 0 8" FIRE SERVICE (0310105) / 2" IRRIGATION SERVICE (0230842) 0 o 2" DOMESTIC SERVICE (0250841) SSMH-J ______ __S __ FIRE H _ NEW YD r"1 w EX 16" WM T w�W ASwY_-.- Z _' Z EX 6" GATE VALVE (MJ X FL) ® 1 - 10' z 6" REDUCER (MJ) 12" X 6" '���— 2- SHACKLE RODS EACH ALL PIPES AND 1 - 6' GATE VALVE (MJ) © SW 41ST E TEE (MJ X L HYDRANTS TO VALVE AT MAIN. 2U SHACKLI CIL 52 E E RODS EACH ALL PIPES AND - 6" BEND (MJ) FI-) HYDRANTS TO VALVE AT MAIN. 10 LF 6"" D DI CL 52 SHACKLE RODS J EXIST 16 SCHEAMW OETA/L A NOT TO SCALE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WATER MAIN IMPROVEMENTS IKEA REDEVELOPMENT, RENTON, WA CFB I__. _.._ .___ 1 - FH ASSY PER COR STD DTL 310.10 (3 FT CLR OF BACK CURB) F.H. ASSEMBLY 6 90' BEND CONCRETE THRUST BLOCKING PER COR STD DR 330.2 (MJ) SHACKLE ALL PIPES AND HYDRANTS TO VALVE AT MAIN 6" DI LENGTH 7E] AS -BUILT DATED: 12-15-2017 AS REQUIRED CONSHOHOCKEN, PA 19428 VERTICAL DATUM CI'EUC® FOR CONPLIAHCE 2- SHACKLE RODS EACH CIN OF RENTON, NAVD 88 ALL PIPES AND o_ SCHEA/AT/C OETALL HYDRANTS TO VALVE AT NOT TO SCALE WUN' I� EXIST 10" W-384709 R-3847125 CID co N O Lo I Z O D W 0 m AS—BUILT IKEA PROPERTY INC 420 ALAN WOOD ROAD AS -BUILT DATED: 12-15-2017 3P f A 9 CONSHOHOCKEN, PA 19428 VERTICAL DATUM CI'EUC® FOR CONPLIAHCE CONTACT:GHT E. SL TON CIN OF RENTON, NAVD 88 TO CITY STANDARDS o_ CON IO IrR P: (610) 834-0181. CELL 303-519-4623 Approml Cry: Date E: DW TSIA7atJ4eU[CM ENGINEER: CITY OF RENTON CONTROL APprove0 by-. Date 26527 ¢ fSfCIS1E4E� 4`y BARGHAUSEN CONSULTING ENGINEERS POINT 1864WAS HELD Approved 6Y pate f 7OgAL ENA Alt 18215 D AVENUE SOUTH KENT, FOR ELEVATION, 9W3� 19.488 FEET (NAVD88) Approved 6. Dole /Iy CONTACT: JAY GRUBB, PE (425)251-6222 I� EXIST 10" W-384709 R-3847125 CID co N O Lo I Z O D W 0 m