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Home My WebLink AboutR-435456III r N MANHOLE FRAME AND COVER B❑LTH❑LES - 3 PLCS 6" SEE STD PLAN 401 EQUALLY SPACED 120" M SMOAas �"' ' APART ON 23 1/16' (586mm) 24 DIA BC (SEE DETAIL) 12" MAX ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 M as «mow RECESSED Not to Scale FIRST STEP SHALL BE A MAXIMUM OF 18" D BELOW THE COVER = `� LIFT POCKET FRAME "SEWER" 1 -0 DIAMETER V-0" SEE NOTE 7 rW ( ) LIMITS OF PIPE ZONE CONE (ECCENTRIC) ti 3/4" LETTERING O O • R E N T O � SEWER a (2) BOLT SOC. (ALLEN HEAD) 6" C 5/8" - 11 X 1 5 STAINLESS STEPS - POLYPROPYLENE STEPS �A> SEWER O hti O yP STE u REF E PART #00981177 O BEDDING MATERIAL FOR D. SHALL BE INCLUDED � 1-3/16" SANITARY SEWER PIPE of s. SEE NOTE 3 (SEE NOTE 5) PIPE 5' MIN COVER BOTTOM VIEW 10-1/z" SAND OR A, RUBBER GASKETED JOINTS SEE NOTE 5 - 5/8" EXPANDABLE FOUNDATION LEVEL COVER & FRAME - FOAM 6" ' PLAN VIEW 1/4'. 12-1/ 12" ( TYP) -T IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE 25' DIA (3) BLT SDC (ALLEN HEAD) C635mm] 1' [25mm] 5/8'-11 X 15 SS RUBBER WASHER 2-1/4" BOLT DETAIL 45- (1/8) BEND BEDDING FOR SANITARY SEWER PIPE MAX PIPE SIZE - 'E' C3/4' I f 213�4� y SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE 1 I 8 3/4' 2 1/2- —{— C222mm] [64mm] TVP 8„ NOTES: p' - a PRECAST BASE SECTION OR CAST IN SHELF COVER SECTION VIEW Ile gyp- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL B " BOLTING DETAIL .119 2. HAND TAMP UNDER HAUNCHES. COMPACTED SUBGRADE WITH 6" 26 112' DIA 12-1/4 `4� 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO [673mm] �J � OVER PIPE. HAND TAMP ONLY. NOT TO SCALE SUPPORT STRUCTURE 25 1/4' DIA CAST IRON RING AND COVER G��P PIPE MATERIAL AS SPECIFIED 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE A' 'B' C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I D [641mm] 1 1/16' 1/4' 1 1/16' 1/4' (6mm) DIA [27mm] C6mm] [27mm] NEOPRENE GASKET BY THE ENGINEER STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) 54" MH 54" 8" MIN 5 5" MIN 24" MIN 24" I D IL OF THE STANDARD SPECIFICATIONS 60" MH 60" 8" MIN 6" MIN 42" MIN 30" I D 1/8' C152mm] 13mm] 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW NOTES. 1 1/8, [R3mm] LINE IS MAINTAINED 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 5/8' 23 3/8' DIA CL ❑PEN [16mm] [594mm] GASKET GROOVE DETAIL 45- (1/8) BEND 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 27 5/16' DIA 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, C694mm] 8. RECYCLED CONCRETE SHALL NOT BE APPROVED FOR USE PIPE ZONE. FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASHER MC-SHIELDCOAT 100 OR 34 1/8' DIA APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE C867mm] NOTES NOTES. 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE FRAME SECTION VIEW 1 ALL FRAME 1 " A3698 CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL AND COVER ASSEMBLIES SHALL HAVE (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" A LOCKING LID PER EAST JORDAN IRON WORKS ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND INC PRODUCT No 00371572 OR EQUAL. 2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER "SEWER") 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 STD. PLAN - 401.1 PUBLIC WORKS SEWER MANHOLE FRAME AND COVER 9 ,.�% 4,RDEPARTMENT (CITY -OWNED) 26/202 Martin Pastuc� STD. PLAN -400.1 STD. PLAN -403.1 �� STD. PLAN - 405 PUBLIC WORKS (R-3 DEPARTMENT STANDARD SANITARY MANHOLE M,rt,nP WjRa sa49D DnrE PUBLIC WORKS � DEPARTMENT 8" OR 6" CLEANOUT Puauc woRKs PIPE BEDDING UR) '9"° y 26/202 Martin Pastucf�i�i "° > - /26/2020 APP FOR SANITARY SEWER MAIN Martin Pastucfl�� DEPARTMENT FOR SANITARY SEWERS Martin PastuCW26/202( 449D DATE 61FD98EI449D mn, woe, ♦m FO98 , DATE M�, �49D DATE NTS NT NT ITS COR STD PLAN 400.1 - STANDARD SANITARY MANHOLE COR STD PLAN 401.1 - SEWER MANHOLE FRAME AND COVER CITY OWNEDS 2 COR STD PLAN 403.1 - 811 OR 6" CLEANOUT FOR SANITARY SEWER MAIN 3 COR STD PLAN 405 - PIPE BEDDING FOR SANITARY SEWERS 4 —r---------- I I I ifs EX. SEWER MAIN PROPERTY LINE wAsTvlraTER UTILITY STANDARD No~r7_3 SPOOL I I I Z I (LENGTH AS NEEDED) i I i i 3'-0" MIN 6" SEWER STUB i i i of x;Y I , FUTURE 4" SIDE SEWER 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WFTH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND I I I SPECIFICATIONS, AS APPRQVEO AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLAINS SHALL BE KEPT ON SITE AT ALL TIMES 2"x 4" STUD MARKING POST PAINTED t I I I I 6" CAP JJJ WHITE NTH THE WORD "SEWER" STENCILED DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMER€CAN VERTICAL SEWER MAIN TEE X 6" TEE IN 3" HIGH BLACK LETTERS AND `i i i i WIRE DATUM 198$ HORIZONTAL CONTROL I #6 WRAPPED AROUND THE STUD AND SHALL BE NORTH A141ERICAN DATUM 19111311991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS SIDEWALK i - ? , I I I I � EXTENDED TO THE TOP OF THE STUD AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS COUPLING TYP I I I > ( ) L_J_L_________J a 3 APRE -CON STRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW rT� 3 o 6"X6"X6" SURFACE CLEANOUT MATH CAST IRON RING AND COVER r (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" LIDC ,, ,+ J �� 11 1%'' Z CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL (NECESSARY PERMITS, INCLUDING STREET USE PERMITS. PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY To NOTIFY THE I�U9LIC • � CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD 2' �`L WORKS INSPECTQR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION I CONCRETE PAD TO BE 8" IN DEPTH 4 THE HOURS OF WORK IN THE STREET RIGHT-CF-WAY SHALL BE PER CITY SPECIFICATIONS OWN WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PU811C WORKS OEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY - �r__===_-- -T 5 CONTRRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND - ---T-J F FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, BEND AS 8" STATE AND FEDERAL REQUIREINENI REQUIRED EXISTING SANITARY pp 6. ALL LOCATIONS OF E)(ISTING UTILITIES SHOWN ARE APPROMMATE AND IT SHALL BE THE CONTRACTOR'S _3 SEWER MAIN —2 0R MIN SLOPE 12" X 12" FRAME AND GRATE (SATHER RESPONSIBILITY TC V£RtFY THE TRUF AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE CONTRACTOR SHALL COMPLY WFTH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE FUTURE 4" SIDE SEWER �6" MANUFACTURING 1212 FRAME AND GRATE OBTAINED A MINInAUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION "E CONTRACTOR SEWER STUB 6"X6"X6" WYE `FUTURE 6"x 4" REDUCER OR APPROVED EQUAL) SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED lEnDUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH SEWER MAIN SIZE X 6" TEE 18 RISER OF 12-INCHES, MAXIMUM DEPTH 18-INCHFS, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF ,+ MAXIM1JM DENSITY THESE COMPACTED LAYERS MUS7 EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN SIDE OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03A 9). A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETCO ASTM D 3034, SDR 35, e CONCRETE MAIN -CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) +' 11 �� C90CIC905 OR DUCTILE IRON CLASS 51), UNLESS OTHERWISE APPROVED BY THE CITY C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE 9 SANITARY SEINER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION. ETC) UNLESS APPROVI=D BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL. (OR APPROVED EQUAL) co BUILDING FOUNDATION, ETC-), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OF WASTIINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 6" RISER 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXESTING TRAVELED ROADWAYS SHALL BE E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG BAC}CFILLED WITH CRUSHED SURFACING AGGRI`GATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). COMPACTED UNL.IESS OTHERWISE APPROVED BY THE CITY F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL ,+ �0_ 11 ,��' 11 ALL PIPE AND APPORTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN NOTES 405 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF RENTON PUBLIC WORKS DEPARTMENT \ THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CON$TRUCTION AND AFTER THE 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 S' COVER AT PROPERTY LINE OR 3-5' LOWER COMPLETION Of� CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL THAN THE LOWEESTT HOUSE ELEVATION, WHICHEVER IS LOWER N I 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 9: SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSE❑ PROFESSIONAL SURVEYOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT �� 18" JUNCTION 12 RISER BOX ITS THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR NOT USED 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON 17" X 17" AREA DRAIN BY CUZ CONCRETE PRODUCTS OR EQUAL SIDE SEWER STUB pppp� gg9STD. PLAN -406.1 'I ,L PLAN-413 _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS APE VF1 PUBLIC WORKS DEPARTMENT INSTALLATION Martin PaStucft@V26/202 PUBLIC wORi(5 WASTEWATER UT#CITYARPROVEU �0 DEPARTMENT Martin Pastucha O/26/2 (SEWER MAIN TO PROPERTY LINE) 9 STANDARD NOTES —1, wnm aaminna,.m. DATE -. . IT ITITS ITS WASTEWATER UTILITY COR STD PLAN 406.1 - SIDE SEWER STUB INSTALLATION SEWER MAIN TO PROPERTY LINE 5 SANITARY SEWER AREA DRAIN 6 COR STD PLAN 413 - WASTEWATER UTILITY STANDARD NOTES 7 stoweii 09/23/2025 ARCHITkCTURE + PLANNING + DISIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 m M Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pIIc WWW.Ipdengine I` m CO Ir— sF C) "C) J �F WASy�� /� L 4 Q� G) N PERMIT RESUBMITTAL No. Description 6 City Comments Project Title: Z LV o OV ~ Q — J Qa o LLI W Z LV Z o H 1 LLI —a Sheet Title: SEWER DETAILS Scale: As indicated Project No. Date : - Sheet Number: 08/21/2025 DIff0*11061 V W C) O 0 C) N I..L t' J �M t' J C) C) N Z) J Date: 8/21 /2025 z O H Z Lu Of R-435456 S-435410