Loading...
HomeMy WebLinkAboutW-393405TBLOCK OTOP1391501 CGRD1391501 CNOT1391501 CSIT1391501 co CUSD1391501 CUWS1391501 O KEYMAP LJJ I— LJJ LLJ J Q N z LU Cn 75 CD U / d / sz /p O qJ 3: W LL CD LJ 00 J / Q J Q CD Y / U U O C L a I� / (y) �� 4g, CD a Q \ u w u / (y) PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. W V W LLI o 60 _I Cz 60 z z EXIST. GRADE 55 ROADWAY w 55 Y . Q _I 0 — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — 0 o — — — 50 --------------- ---- 0 50 ----- ------------�__ z 45 U 45 40 40 EXIST. 10" PVC SS (TYP.) —_------ - - — — — — — —— — — — — -- — T-------------:----------------------U----------_ — — — — — — — — — — — — — — -- -- — — — — — — — - --------------- __------------- — — — — — — — — 35 35 EXIST SSMH RIM=51.80 EXIST. SSMH 1E(5W)-3E50 RIM=51.62 IE NE =36.12 ! IE(NE)=36.60 30 30 F EXIST. GRADE AT ROADWAY i 14t 45+60 46+00 46+40 46+80 47+20 47+60 48+00 48+40 48+80 49+20 49+60 50+00 LAKE WASHINGTON BLVD g S C ti of WAS THE AS -BUILT INFORMATION� SHOWN ON THIS PLAN IS PER A �Q FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL q w� ENGINEERING GROUP AND/OR �P 37610 Fc .�� RECOISTS P RDTHE INFORMATIONTR PROVIDED �sSIpNAL } i CONSULTANTS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SDRIEYED: SCALE C� STEPHEN PHILLIPS. PL..; VERTICAL: NAVD 1988 83/1 RECORD DRAWINGS MRJ 1/9/19 JBS HORIZONTAL: NAD 1983/1991 C TY Y Y DESIGNED: 1 "=20' Site Planning • Civil Engineering BRYCE BESSETTE V Y Land Use Consulting • Project Management CALL BEFORE DRAWN: 11431 WILLOWS RD. NE, SUITE 120 � YOU DIG JOE AMARo ONE INCH DATUM REDMOND, WA 98052 1-800-424-5555 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. Phone: (425) 285-2390 1 FAX: (425) 285-2389 JAMIE B. SCHROEDER, PE IF NOT ONE INCH www.cphconsultants.com N0. REVISION DATE APPR APPROVED: SCALE ACCORDINGLY 1ht © 2019 CPH Consultants, LLC. All Rights Reserved. CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER COR STD. PLAN 406.1 AND 403.1. O48" SANITARY SEWER MANHOLE TYPE 1 W/ FRAME AND COVER PER COR STD. PLAN 400.1 AND 401. DSAWCUT EXIST. PVMT. SEE SHT. C5.00 FOR CHANNELIZATION PLAN (DI" 1" WATER SERVICE PER COR STD. PLAN 320.1. SEE GENERAL NOTE 7 AND 9. 5O FIRE HYDRANT ASSEMBLY PER COR STD. PLAN 310.1. O6 CONN. TO WATER MAIN W/ TAPPING TEE AND VALVE PER COR STD. PLAN 300.3. SEE NOTE 9. OTYP. TRANSVERSE PATCH PER FLEXIBLE PVMT. PER COR STD. PLAN H032.1. OABANDON EXIST. WATER SERVICE PERFORMED BY CITY OF REN TON. O9 INDIVIDUAL INTERNAL SEWER GRINDER PUMP SYSTEMS ARE REQUIRED FOR LOTS 14-16 TO PUMP BASEMENT LEVEL EFFLUENT TO GRAVITY CONNECTION. 10 POLY PIG STATION FOR CLEANING OF WATER MAINS PER COR STD. PLAN 300.6 11 ABANDON EXIST. IRRIGATION SERVICE BOXES IN ACCORDANCE W/ CITY STANDARDS. 12 12" DI SLEEVE. SEE DETAIL ON SHTT, C4.101. 13 I" IRRIGATION METER W/ 1%4" DCVA FOR BACKFLOW PROTECTION PER COR STD. PLAN 340.8 GENERAL NOTES. 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE BEARING PAD ELEVATION (BPE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. ALL SANITARY SEWER MANHOLES ARE TYPE 1 PER COR STD. PLAN 400.1 AND 401. 4. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE CITY INSPECTOR. 5. PER CITY OF RENTON TRENCH RESTORATION DETAILS, IF TRENCHING IS WITHIN 3 FEET OF AN ADJACENT LANE, THE ENTIRE ADJACENT TRAVEL LANE AFFECTED WILL BE REPA VED. 6. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE PROVIDED. 7. INDIVIDUAL 1" PRESSURE REDUCING VALVES (PRV) PER COR STD. PLAN 340.5 SHALL BE INSTALLED FOR ALL LOTS DURING THE BUILDING PERMIT PHASE. 8. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED WITH MEGALUG SERIES 1100 OR APPROVED EQUAL. 9. WATER MAINS SERVICES CONNECTING TO EXIST. WATER MAINS SHALL BE INSTALLED AND/OR REMOVED BY THE CITY OF RENTON AT DEVELOPERS EXPENSE. 10. CONCRETE BLOCKING FOR VERTICAL BENDS SHALL BE PER COR STD. PLAN 330.3 NORTH 40TH STREET J� _ ��� 89'� 1 9 17 � �O 3 0 C� 2 10 z 16 �P 4 11 5 115 � 2 Q �P 6 7 8 14 a 13 KEYMAP NTS 0 5 10 moll VERT. IN FEET 0 20 40 S-393405 N HORIZ. IN FEET W-393405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER PLAN AND PROFILE FiELD�oY18 PAGE: DRAWING N0: C4.04 SHEET-. OF: 33 48