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HomeMy WebLinkAboutW-393403TBLOCK CNOT1391501 CSIT1391501 OTOP1391501 CGRD1391501 co CUSD1391501 CUWS1391501 C) KEYMAP i 0 LLJ I- i w UJ J Q N z 'LU V ) 75 Cu CD m d / sz 3J/pq 3:W oW 00 J / Q J Q CD / U U o C s Q� /(y) �� 4g, CD a Q u z U w w / CP CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItanIts, com ;ht © 2019 CPH Consultants, LLC. All Rights Reserved. PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. STA 28+88.95, 0.20' LT (1) 87x45° VERT. DI BEND, MJ (1) THRUST BLOCK EXIST. 8" DI PUBLIC WATER MAIN i -6 ACCESS AND 8,564 SF UTILITY TRACT I 28+56.31, 0.90 �I BPE=14. 0 _ STA ---- --- \ \------ - 6 10 CONN. TO EXIST. ( � TYP.)4 (1) 8" TAPPING TEE, FL (1) 8" GV, FLxMJ 11L 8 DI (1) POLY PIG STATION 20L 8" DI I M 770 (1) 8 SLEEVE, MJ _ (1) THRUST BLOCK 3342100418 \ 4938 SF BPE= 2.0 \ - �D D � oQL D D 8 REPLACE EXIST. - RD - RD FENCE IN -KIND 1 BLOC -T7---- x STA 28+68.57, 0.04' LT (1) 8"x45° VERT. DI BEND, 14J (1) THRUST BLOCK IV U � Z �� � m� 1 n z � 0 � I n BPE= 82, 0; 00 i 1 00 ,i � I � I � I I 7,29 S i I 29+65.46, 3.21 STA 29+65.46, 3-29L� (1) 8"x45° DI BEND, MJ (1) THRUST BLOCK Z 530 SF STA , \ (1) 8 x45' DI BEND, MJ. (1) THRUST BLOCK I tlj;;t� - RD � n� SEE C4.01 BPE= 6 9. 0 i I L- - � I \ I i I \1 I N \ L_ 2 7,827 SF \ , I BPE=69.0 III r------- lit 28+40 28+80 29+20 29+60 30+00 30+40 �v'ylNAL • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. 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. 3 SAWCUT EXIST. PVMT. SEE SHT. C5.00 FOR CHANNELIZATION PLAN O1" WATER SERVICE PER COR STD. PLAN 320.1. SEE GENERAL NOTE 7 AND 9. OFIRE 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 S COR STD. PLAN 300.6 11 ABANDON EXIST. IRRIGATION SERVICE BOXES IN ACCORDANCE W/ CITY STANDARDS. 12 12" DI SLEEVE. SEE DETAIL ON SHT. C4.101. 13 1" IRRIGATION METER W/ 1%4" DCVA FOR BACKFLOW PROTECTION PER COR STD. PLAN 340.8 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 0 J m...� 1 9 17 cc 3 2 10 16 W 4 11 5 12 15 cc 6 8 13 14 a KEYMAP NTS 0 5 10 VERT. IN FEET S-393403 N 20 40 W-393403 HORIZ. IN FEET IN COMPLIANCE WITH CITY OF RENTON STANDARDS CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS. PLS S­_E 1"=20' 1988 HORIZONALNADD1983/1991AOZ%kSENZA DATU M 0 TY 0F VRENTON • Planning/Building/Public Works Dept. LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER PLAN AND PROFILE DAZE: 5/1/18 RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE PAGE: OK, PAGE DRAWN: JOE AMARo ONE INCH DRAWING NO: C4.02 CHECKED: B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION -". DATE I-JAMIE AP P R APPROVED: ...E-. 31 OF: n 8