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Home My WebLink AboutS-3451190 vi sa d 0 I o h c K 0 N wz 0c) O EE-1 z 3 v r Y Z r 71 (v -E �¢ o ra E O q Z O N_ lY 6 Z THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 7' u NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WTH ASIA C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER- POLYPROPY_ENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 1 '0' 1 'C' W � 48" MH 2 z 3 0 21" I.D. 54" MH 54" 8" MIN. 5.5 MIN. /W V / 24 I.D. 0 60" 8" MIN. 1 6" MIN. z 1 30" I.D. 0 [2 n C64FFI TYP W COVER SECTION VIEW c / EON BOLTING DETAIL W wz 0c) O EE-1 z 3 v r Y Z r 71 (v -E �¢ o ra E O q Z O N_ lY 6 Z THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 7' u NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINTS) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WTH ASIA C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER- POLYPROPY_ENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING 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 CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE nSF OF SHIMS 9 pROHIR TFn 7. SANITARY SEWER MANHOLES SHALL HAYS ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- ARCSHBLO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETEO JOINTS SHALL BE IN CONFORMANCE LATH 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 KCR -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 PAYING. STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE a I DEPARTMENT SEPTEMBER 2011 MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(5) (318" MIN.) SEE NOTE 5 X24 "� 0 O 12" v ry L I.T 54" v. v ° v MIN. TO 12" MAX. 0 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. * ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, 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 COATNG; WASSER MC- AROSHIELO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 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 e" AND A MAXIMUM OF 12" ABOVE FINISHED CRINGE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 DEPARTMENT SHALLOW SEPTEMBER 2011 RENTOti' SEWER COVER BOTTOM VIEW COVER & FRAME 'A' 1 '0' 1 'C' '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" 8" MIN. 1 6" MIN. 1 42° MIN. 1 30" I.D. NOTES 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASING 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 CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WTH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE nSF OF SHIMS 9 pROHIR TFn 7. SANITARY SEWER MANHOLES SHALL HAYS ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- ARCSHBLO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETEO JOINTS SHALL BE IN CONFORMANCE LATH 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 KCR -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 PAYING. STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE a I DEPARTMENT SEPTEMBER 2011 MANHOLE FRAME AND COVER PER DRAWING 401. ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(5) (318" MIN.) SEE NOTE 5 X24 "� 0 O 12" v ry L I.T 54" v. v ° v MIN. TO 12" MAX. 0 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. * ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, 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 COATNG; WASSER MC- AROSHIELO OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER CASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 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 e" AND A MAXIMUM OF 12" ABOVE FINISHED CRINGE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SANITARY MANHOLE STD. PLAN - 400.2 DEPARTMENT SHALLOW SEPTEMBER 2011 RENTOti' SEWER COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 1. 25' DIP.�1 [635nm] 1• (3) BILL SOC. (ALLEN ' - SS 5 /B11 X SS 3/4. �25nmT gSHER RUBBER WASHER [19nn] 2 1/2' [2 n C64FFI TYP COVER SECTION VIEW EON BOLTING DETAIL [641mm] 1 1/16' 1/4• 1 1/16• 174' (6nn) ➢IA [27n7F6] [1/4' ` [27nn] NEOPRENE GASKET 6. e' 1152Nrl [inn] � VB' 23 3/8' DIA CL OPEN C594nn] GASKET GROOVE DETAIL _ 27 5/16' DTR [694nn] LB6lnnJ 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 "). STD. PLAN - 401 ° PUBLIC ANHOLE FRAME AND COVER DEPARTMENT - DECEMBER 2008 RECESSED LIFT POCKET � 96" - 11 N.C. SOCKET HD 2- A.C. SCREW 1 LONG OR 1 (BRONZE OR S.S.) � )f" x 2" RAISED PADS 6" CONCRETE CLASS 3000 ` SAND OR EXPANDABLE FOAM Y. 12 " .--� , 14" WATER TIGHT PLUG 2. M.. M° 45' (1/8) BEND 2- eVP�2 2° A� 11" p P 12 Y. < J� CAST IRON RING AND COVER P�0 PIPE MATERIAL AS SPECIFIED 4� BY THE ENGINEER 45' (1/8) BEND NOTES. 1. 8" AND 5" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 369B OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT A55EMBLY. 2. IN UNIMPROVED AREAS, POOR A 1' -0" THICK, Y -0" SQUARE CONCRETE. CLASS 300. PAD AROUND THE RING AND COVER. EE�� PUBLIC WORKS B OR 6 INCH CLEAN -OUT SAO. PLAN - 409'1 ° '1� .` DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 IF 4- SIDI Tu SANITARY SEWER NI AND SPECIRCA71ONS 7. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH TIRE STANDARDS AND SPECRFICAWINS OF THE CITY OF REN70N PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE W5DOT /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 O< WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS 07HERVASE APPROVED IN V V77MC BY THE PLANNINGAUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BECINNING ANY WORK WINAN PUBLIC RIGHT OF WAY. 3 ALL LOCATIONS OF EXISTING U77LI77ES 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 REWIRED PRIOR TO STARBNG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PEW17S 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 BACKFELLING ALL CONSTRUCTION. S CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND 07HERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR 70 ANY CONSTRUCTION. 7.PLANS APPROVED BY TIE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS B. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SIZE 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. 70. BACI(FTLL 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. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED . 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EVS77NO TRAVELED ROADWAY SHALL BE BAp(FILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERIMSE APPROVED BY 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORM AMERICAN DATUM IMA991 METERS UNLESS 07HERM-W 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 PLANN/NGALILDING11,twC WORKS DEPARTMENT AND THE LA TEST EDITION OF THE WSOOT/APWA STANDARDS AND SPELYFICARONS AS APPROVED AND MODIFIED BY TIE CITY OF REN70N IN THE REN70N STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC77ON OF REWIRED BEDDING MA RI TO UNIFORM GRADE SO THAT 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 ASIM D 3034, EDR 351 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 DIRECTOCINS 70 MA 704 PAVING. NOZE2% 1. BACKWATER VALVE SHALL BE LOCATED WITHIN 5' OF THE FOUNDATION. 2. SEE SHEETS 3 AND 4 FOR THE APPLICABLE L07S 3. WHERE DEPTH TO PIPE INVERT IS LESS THAN 3 FEET, SUBSTITUTE CONCRETE METER BOXES FOR VALVE CHAMBER FOG777E NO. 2 (CONC. LID WITH ALUM. INSPECTION PLATE). STACK 2 OR 3 BOXES AS NECESSARY. 4. WHERE DEPTH 70 PIPE INVERT IS GREATER THAN 5 FEET, SUBSTITU/E 48- CONCRETE MANHOLE PER CITY OF RENTON DWG NO. BR28. 4" SIDE SEWER BACKWATER VALVE A SSEMBL Y =3451 I 9 NOT TO SCALE :1!01 F t'^° 5 I_ 1 f. 1 J' J S"'t, ut ,V --/ Approved br- Approved by: Approved by: Approved by: Date: Date" Date" TRIAD ASSOCIATES 12112115th Ave. NE KiiMand, VIA 98034 -6923 425.821.8448 425.821.3481 fax 800.488.0756 toll free vnY Anada55omales.nel Z Lu 2 2 W IX zZ O Lu Qc to Q W Q Lu 3O� to N. Q W z ac V 2 Q cc 2 '~w PA. III o Its 10 a V, 0 V a e� Z� SWARD A TOWNS PIE FROM Ilium= MAW S HARRE M( PLS P101M SURVEYOR RICHARD A TOHWS PE FHOJELT RiGUM �EFFFRY L COX ASLA PROJ81,T LUMSCAPE ARCRDEIN FIRST SOW= DM: 7127107 BOMB: TAN /A TWaIA PETER E MIEN TOM MM PE 12/18/11 I�51w STAN NOT PADD UNLESS 9109 AID) DATED JOB NO. 01-047_ SM NO. 90,10 02012 TRIAD ASSOCIATESI I I I I I I s- 3445719 C011 5.3�5tOq t ti XI z z N � O m °z -4