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HomeMy WebLinkAboutS-393409TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. rn co I 0 W LL I LU a J N Z 'W vJ / a, sz � J � W Q � LL o LLJ o p J /Q � J Q cD / U U 7— � :7 OA L 0- GO / M U Cr o w CU a Q \ U w Cu BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER MA➢E Q! USA COVER & FRAME PLAN VIEW 25' DIA. _ C635mm]� 3/4' C19mm] 8 3/4" �# [222mm]6 pirhJ TYP COVER SECTION VIEW 26 112' DIA C673mm] 25 1/4' DIA C641mm] 1 1/16' 1/4' (6mm) DIA C27mm] NEOPRENE GASKET I F 6" C151 mm] 5/8' 23 3/8' DIA CIL ❑PEN 116mm] C594mm] 27 5/16' DIA :7 34 1/8' DIA COVER BOTTOM VIEW (3) BLT fSOC. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4` 1 1/16' C6mm] [27mm] 1/8' C3mm] 1/8" CR3mm] GASKET GROOVE DETAIL C867mm] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). �Y o STD. PLAN - 401 G "{ PUBLIC WORKS `U DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 T 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.cphconsultants.com sht © 2019 CPH Consultants, LLC. All Rights Reserved. 2" CLAS *2" TO 6" C OR CI 2" CLASS 'B' CRUSHED ROCK, FLOWAE — OR AS REQUIRED BY ENGINEER RECESSED LIFT POCKET E­--1 0 3/4" LETTERING "SEWER" o�oOE� e SEWER e 'REF. 2BOLT SOC. (ALLEN HEAD) - " - 11 X 1.5 STAINLESS o o o EL PART #00981177 - 1-3/16" 8" CL/ 10-1/2" 5/iASPHA " 1/4" 12-1 /2"�{ 2-1/4" CAST IRON RING AND COVER 45' (1/8) BEND Not to Scale FRAME I A\IrTrh DR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3598 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. MIN MIN MIN MIN MIN STD. PLAN - 403.1 ,..�` PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED: DEPARTMENT FOR SANITARY SEWER MAIN 17 6.5' MIN. �I 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ti p ADOPTED CITY OF RENTON ♦ 4 STANDARD PLANS LET DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 SHACKLE RODS W (SEE NOTE 7) LIMITS OF PIPE ZONE FEEMENE/M 11! 0 BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 • PUBLIC WORKS PIPE BEDDING APP OVEO: �„ DEPARTMENT FOR SANITARY SEWERS 6 weu w",e DATE TYPE A BLOCKING S TYPE B ti� O CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 n PUBLIC WORKS FITTINGS DEPARTMENT MARCH 2O10 U CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: STANDARD DETAIL REV. BHB 8/22�18 JBS DESIGNED: BRYCE BESSETTE RECORD DRAWINGS MRL 3/11/19 JBS DRAWN: JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE AT FULL SCALE IF NOT ONE INCH SCALE AccoRDwcLv N O. REVISION BY DATE AP P R APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M r r�� I�EX. SEWER MAIN PROPERTY LINE ---SPOOL (LENGTH AS NEEDED) i 5 o 3,-0„ 6" SEWER STUBE SEWER MAIN TEE X 6" TEE I w) COUPLING (TYP.) a I I O! r I x c� �I i r — ------------------ J F--------- FUTURE 4" SIDE SEWER /1 \- 2% 4" STUD MARKING POST PAINTED 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL. SPECIFY "SEWER" ON LID). (SEE STD. PLAN 403.1 FOR INSTALLATION) r JM EAGLE THREADED CLEAN -OUT ADAPTER HUB L , BEND AS & PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY _ SEWER MAIN 9 MIN SLOPE -3 --2.0 . \ \ FUTURE 4" SIDE SEWER 6" SEWER STUB ` 6"X6"X6" WYE `FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR R111P SEWER CONNECTQNS TO EXISTNG SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)- C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. / o�S 3000 PSI MIX /ph �� CONCRETE y • / pNG �K�NG BLOCKING �� ZS �MpI eL° - MIN SLOPE HORIZONTAL 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLIF OF TEE AT MAIN BETWEEN 25' AND 45' TYPlG SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMI MA 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 PR PUBLICWORKS APP DEPARTMENT INSTALLATION 4DA�T (SEWER MAIN TO PROPERTY LINE) hkN�Yb M SC OV WAS A-� 4 co 6 M 37610ISTS �s8IONAL • THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER FIELD SURVEY PERFORMED AND DATA PROVIDED BY AXIS SURVEY & MAPPING AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. RAOZ%kC TY OF RENTON Planning/Building/Public Works Dept. W-393409 S-393409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS WATER AND SANITARY SEWER DETAILS I W DATE: 5/1/18 Q FIELDBOOK: PAGE: N DRAWING NO: C4.102 Z I S1EE- OF: 37 48 (n