The URL can be used to link to this page

Home My WebLink AboutS-392703U) LTJ z_ Ld J Li - -- MANHOLE FRAME AND COVER 6' SEE STD. PLAN 401 24"ADJUSTMENT RINGS (2" MIN.) 12" MAX. SEE NOTE 6 -f- I , . MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS 6-1 �2" SHALL BE INCLUDED 7' IN. .A, CONCRETE RISER BY PIPE INC., P OR APPROVED EQUAL 12" (TYP) ; LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF 1% a' PRECAST BASE SECTION OR CAST IN SHELF. •NOT TO SCALE .A, ,B, ,O, ,D, ,E, 48" MH 48 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 1 8" MIN. 1 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 QJy" 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. 8. 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. 0 o PUBLIC WORKS + + STANDARD SANITARY MANHOLE BTO. PLAN -400.1 d DEPARTMENT 9 SEPTEMBER 2011 �----- EX. SEWER MAIN PROPERTY UNE _--SPOOL (LENGTH AS NEEDED) 8" SEWER SNBE _FUTURE _4'_SIDE SEWER DC- -----_-_3 / 2"x 4" STUD MARKING POST PAINTED SEWER MAIN TEE X 8" TEE ( 8' CAP WHITE WITH THE WORD "SEWER" STENCILED IN 3" NIGH BLACK LETTERS AND p8 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) 8"XONG" SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00387602 OR APPROVED EQUAL, SPECIFY "SEWER' ON UD), (SEE STD. PLAN 40.1 FOR INSTALLATION) --- ' - [� L -�-- - JM EAGLE THREADED CLEAN-OUT ADAPTER HUB BEND AS PLUG (OR APPROVED EQUAL) REQUIRED EXISTING SANITARY _a SEWER MAIN FUTURE C SIDE SEWER �8" SEWER STUB B"X8"XB' WYE FUTURE ON 4" REDUCER SEWER MAIN SIZE X 8" TEE � - - - 8rrrvrABi c �fiG±fi [il R�_�UR � aln SEW£R C N -.T16N¢ RO' EXIeTING-a�-,y�g ►LnLu.... 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 k 0900 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. 3000 PSI MIXCONCR BLOCKINGL5 �W1Xtr � 5 8„ TIE HORIZONTAL e" MW. MANNER ER 'SEWMAIN CONCRETE AlOCKIN. ANGLE OF TEE AT MAIN BETWEEN 25•.AND 45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY UNE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER STD. PLAN -406.1 PUBLIC WORKS Ar or .,, ' DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) 1� LSA .. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) BOLTHOLES - 3 PLCS bnL EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) reerreoo RENT4 SEWER r.,oE rw COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' DIA, 1635mml 1r (3) BLT SOC. (ALLEN HEAD) 3/4, C25mm] 5/8'-11 X L5 SS [19nm]r �RUBBER WASHER 8 3/4' L 2 1/2' [222mm] [64nm] TYP ILL COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA [673mm] 25 1/4' DIA I641mmI 1 1/16" 1/4' 1!41C6mm) DIA C6m C27mm] [27mm] NEOPRENE GASKET 1 [152nm] [3mm] L - fi, CR3 15 e']J 23 3/8[594 ]L OPEN GASKET GROOVE DETAIL 27 5/16' DIA [694mml 34 1/8' DIA 1867mm3 NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL 6E 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"), STD. PLAN - 401 PUBLIC WORKS -(S + MANHOLE FRAME AND COVER DEPARTMENT F DECEMBER 2008 RECESSED Not to Scale LIFT POCKET a 3/4" LETTERING "SEWER" 2,_0„ FRAME DIAMETER ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND N SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 0 SEWER LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED (2) BOLT SOC. (ALLEN HEAD) 11�) BY 7HE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED L= n 5/8" - 11 X 1.5 STAINLESS STEEL PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. u C a REF PART �1009B1177 --•T- 1-3/18" 1 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON 0 8" CLASS "B" WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS SAND 10-1/2*ASPHALT DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY OR EXPANDABLE WORK WITHIN PUBLIC RIGHT OF WAY. FOAM 1/4" D J. ALL LOCATIONS OF EXISTING U77LITIES SHOWN ARE APPROXIMATE AND /T SHALL BE THE CONTRACTORS 7 RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR 2-1/4" BOLT DETAIL DISTURBANCE. 45' (1/8) BEND 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING 14" 12-3 4 / NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTA77VE 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. -1O CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION 1 t ° y\ti� 12-1/44 AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. _ OJ CAST IRON RING AND COVER PIPE MATERIAL As SPECIFIED BY THE ENGINEER ��- 45• (1/8) BEND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER NOTES: 1. la^ AND 6" CLEAN-OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00359803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2`-0" SQUARE RELATED PERMITS PRIOR TO ANY CONSTRUC77ON CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. r- ...... . STD. PLAN - 403.1 PUBUC WORKS n LL 8 OR 6 CLEANOUT O DEPARTMENT FOR SANITARY SEWER MAIN � a 0 8. SANITARY SEWER NOTES AND SPECIFICATIONS: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND N SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 0 LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED 11�) BY 7HE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. C) 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON 0 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. D J. ALL LOCATIONS OF EXISTING U77LITIES SHOWN ARE APPROXIMATE AND /T 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 REPRESENTA77VE 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 CONSTRUC77ON r- 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE O OVER ALL OTHER PLANS 0 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION lS IN 0 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 A ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE D AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTV OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO J 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. MATERIALS 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 THE CITY OF REN TON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VER77CAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 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 FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON Grout adjusting rings inside, outside Manhole Frame and Cover PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST ED/TION OF THE WSDOT/APWA and between. Grout under casting. per the Standard Detail. STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 774E CITY OF RENTON IN THE Locate as shown on plan: RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVEL/NG OF THE a I cc ;.r; Minimum requirement TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND (D c c E E COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF y _ for adjustment shall be E E " e THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE " a N (2) - 4 rings. 00 PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. Eccentric cone. Mortar 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR • N 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 1' section below cone FIN/SHED GRADE OR MUST HAVE M1N/MUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED ''' 5"48' is required. AREA, COVER MUST SLOPE IN ALL DIREC77ONS TO MATCH PAVING c E Copolymer Polypropylene {# ,- 0o Plastic Steps & Ladder. U, per the Standard Detail. .LD Locate as shown s g on plan view below. Confined 0 -ring rubber gasket joints and butyl Provide grout at knock -out. .`' sealant strips (typ.) Provide sand collar for PVC ' Pipe a CL M slope 3/8"/ft Tr � f Poured in place Class 4000 cement concrete base. ,� t :.r�' �.Lr. L y•c :' Kor-n-Seal boot by Pea gravel bedding per NPC, Inc:, or approve �ELEVATION the Specifications. equal. Foundation gravel per the . • N Specifications, if required. Notes: ' . 1. Marker posts may be required in Izoweasements. :.. -3927-03 { APPROVED FOR CONSTRUCTION _ .. J'� Manhole steps. SUBJECT TO ERRORS AND OMISSIONS Frame and cover. PLAN BY: DATE: SADDLE MANHOLE NOT To SOME BY: DATE: