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Home My WebLink AboutS-403204rW V 0 rr W J J W U) 2 U N, I- W W r2 V J T 3 sr 38" MIN. WIDTH WHITE POST �62" _I I 2 4" SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES: SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER". STD. PLAN - 404.2 4 PUBLIC WORKS SEWER MANHOLE MARKER POST !.. DEPARTMENT SEPTEMBER 2011 SANITARY SEWER NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICA TIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198JI1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA TION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MA TERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA TERIAL, TO UNIFORM GRADE SO TVA T THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2'DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. W (SEE NOTE 7) LIMITS OF PIPE ZONE -11, 0" BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" 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 WID'H SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS URI DEPARTMENT Nlklov 7' I T PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE STD. PLAN - 405 MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. .A. W ,C, ,D, ,E. 48" MH 48" 6" M!N. 5"MIN 24" MIN. 21" LID. 54" MH 54" 8" MIN. 5.5" MIN- 24" MIN. 24" I.D. 6c" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1, STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401- 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5, ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR O BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE, B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS. MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 ,�,� PUBLIC WORKS STANDARD SANITARY MANHOLE �i� DEPARTMENT SEPTEMBER 2011 r�� I :�EX. SEWER MAIN PROPERTY LINE ..T•.�••-••-••�.•-••_'•� _rSPOOL (LENGTH AS NEEDED) 2 5 I r 8" SEWER STUBE h FUTURE 4. 5R)F SEWER J/r 2-x A" STUD MARKING POST PAINTED I SEWER MAIN TEE X 6" TEE I 6" CAP] WHITE WITH THE WORD 'SEWER' STENCILED W I IN 3" HIGH RLAM LETTERS AND j6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLIMG (TYP) t l k a+l � • I IS - �I ------------ ---T�� FZ=-------j BEND AS - REQUIRED . EXISTING SANITARY SEWER MAIN .OR IN. 0 6" SEWER STUB ` SEIKER MAIN SITE X 6" TEE 5'X6'xe' SURFACE CLE4NQLlT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR ■+'PROVED EQUAL. SPECIFY -SEwm- ON uD). (SEE SM. PLAN 403.1 FOR INSTALLATION) �-JM EAGLE THREADED CLEAN -OUT AOAATER HUB ec PLUG [OR APPROVED EQUAL) -1 1 � FUTURE 4' SDE SEWER 6•X67(5• WTE LFUTLRE 5"x 4" REDUCER RCC�PTABLE Pft4CED ES FOR SIDE A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING STRUNG -BACK- FLEXIBLE COUPLINGS (FCRNCU OR APPROVED EQUAL. B. CONCRETE WNW - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK- FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC d C900 PVC MAIN - CUT IN NEW TEE USING RICO COUPLINGS OR CORE-ORILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SAOOLE (OR APPROVED EQUAL E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 ps MIK ,•,rpC�O CONCRETE }- � BLOCJONG 2t; I�HORIZONTAL iR 6" TEE 6 • MIN- SE M'm SEWM MAIN MAIN CONCRETE &99KIN9. ANGLE Of 11LE AT MAIN BETWEEN 25' AND 45' URLCAL_SIDE SEWER NOTE: UNLESS 0114ERM5E SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.3' COVER AT PROPERTY LINE OR 3-5' LONER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, STANDARD SIDE SEWER STD. PLAN -406.1 • • PUBLIC WORKS O1E° "+ DEPARTMENT INSTALLATION SEWER MAIN TO PROPERTY LINE) law rrr ww RENTON; SEWER COVER & FRAME PLAN VIEW RULTH❑LES - 3 PLCS EQUALLY SPACED 12U' APART DN 23 1/16' (566r+m) D[A B.C. (SEE DFTATL) RECESSED LIFT POCKET SEWER TU-I/2' 1 f4' 12-1/2'- 1' 2-1/4' 14' i` 12-3/4" I� 1 12-11 /4" CAST IRON RING AND Not to Scale FRAME 7--n" nIAtarrro DR ]AEILE DOTES: 1. 8' AND 6" CLEAN -OUT RINGS AMC COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No- 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0- THICK, 2'-O" SQUARE CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER. STD. PLAN • 403.1 URa . PUBLIC WORKS 8" OR 6" CLEANOUT "'°"°V' Ui DEPARTMENT FOR SANITARY SEWER MAIN NboF =a COVER BOTTOM VIEW 25' DIA. (3) BLT SLIC, (ALLEN HEAD) (63Sr1m7 1' 25nm7 5IB'-11 X 1.5 SS [19mm1 � F III 9RUBBER WASHER mm 8 3/4• 2 1/2- [222mm] [64mr17 TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2, DIA 1673mm1 25 1/4' DIA E641mm7 11/16' 1/4' 1 1I4' C6nm7 nIA r [27mml n127nn1 NEOPRENE GASKET i i ve• I 6' [152mm1 E3mr) � 1/g• 5/8' 23 3/8' DIA CL OPEN rR3mm1 L16rnr17 I I - 1594mn1 I GASKET GROOVE DETAIL 27 5/16' DIA _ 1694mml 34 1/8' DIA [667mm) NOTES: FRAME SECTION VIEW 1- ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EOUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER"). STD. PLAN - 401 PL[BLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT p DECEMBER 2008 ASBUILTS S-403204 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Pacific f'� f 11J . ►�J1J of w , SURVEYED: SCALE HORIZONTAL- NAw 1988 DATE z " J. HOPPER NOTED HORIZONTAL NAD ,983,,99, CHRI. CITY OF SOUND BLDGS& DEVETELLE LOPMENT, WENT LLC M IDGE -201 s De�� •+ J J DRAWN: RENTON I PAIGE P. PATEL ONE INCH DATUM 21222 132 N D AVE SE DIMING NO: �!! 1 REVISION AS PER CITY COMMENTS ON 06/18/18 PJP 7/31/18 JH CHECKED: Civil Erlyirle&rar1J w% S J. HOPPER AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. KENT, WA 98042 15 - I Planning Cary .!tJ �: irls� A L �-� N0. REVISION BY DATE APPR SEWER DETAILS AND NOTES SCALE ACCORDINGLY of 14YL't J. HOPPER �"� 15 �24