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Home My WebLink AboutR-383826� W z 0 w r/ O ry 0- LTJ LMML W Q Ld Q U z W Lv C k w a z w J 11 SANITARY SEINER N0 TES AND SPECIFICAPONS: 1. ALL WORK AND WIORK MA TER/AL SHALL BE /N CONFORMANCE WITH THE STANDARDS AND SPECIFICA TIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LA TEST EDI TION OF THE WSDOT/APWA STANDARDS AND SPECIFICA TIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON /N THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL 71MES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN 77 -IE STREET RIGHT OF WA Y SHALL BE PER Cl TY SPECIFICA TIONS ON WEEKDAYS UNLESS 07HERW1'SE APPROVED IN WRITING BY THE PLANNING/BUILDING11PUBLIC WORKS DEPARTUENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PR/0R TO BEGINNING ANY WORK W THIN PUBLIC RIGHT OF WAY J. ALL LOCA TIONS OF EXISTING U7ILI TIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONS/BILI TY TO VERIFY THE TRUE AND CORRECT LOCA TION SO AS TO A VOID DAMAGE OR DISTURBANCE. 4. A PRE- CONS 7RUC 77ON CONFERENCE AND A 24 HOUR N07ICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERM1 TS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA 7I VE OF THE CITY OF RENTON.) IT SHALL BE 714E 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 7HE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERM1 TS PRIOR TO ANY CONSTRUC77ON. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTWENT 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 Cl TY OF REN TON WI TH AN AS -BUIL T DRA /MNG 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 OTHERWMSE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DA TUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWMSE 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 OTHERWMSE STABILIZED TO THE SA 77SFA C TION 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 7ION /N ACCORDANCE WMTH THE STANDARDS AND SPECIFICA TIONS OF 7HE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICA TIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 7HE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 7HE TOP OF 7HE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, 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 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. 1N PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PA W NG. B❑LTH❑LES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586MM) DTA B.C. (SEE DETAIL) O SEWER hti lop MADE IM USA COVER & FRAME PLAN VIEW 25' DIA. 1635MM] 1' 3/4' 125MM] 119MMI 8 3/4" L 2 1/2' 1222MM] 164MM] TYP COVER SECTION VIEW 26 1/2' DIA 1673MM] 25 1/4' DIA 1641MM] �� 1 1/16' 1/4' (6MM) DIA 127MM] NEOPRENE GASKET 6' [152mm] 5/8'� 23 3/8' DIA CL OPEN 116MM] 1594MM] 27 5/16' DIA 1694MM] 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD> 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' 16MM] 127MM] 1/8' 13MMI 1/8' IR3MM] GASKET GROOVE DETAIL C867MM7 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 + n + PUBLIC WORKS MANHOLE FRAME AND COVER - '� DEPARTMENT DECEMBER 2008 I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 7' SE 114 SECTION 14., TOWNSHIP 23' N. RANGE 5 E, W.M. THE EN C,,,,,,,l LA VE A T B11IR111111111111DIL E RIDGE 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. NOT TO SCALE 'At tB, fC, tDf IEf 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. 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 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 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. Y416 STD. PLAN - 400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT ��1vze SEPTEMBER 2011 1/2 PLUG AS DAM TEE OF APPROPRIATE SIZE 4 a'• 1• SEE NOTE 6 • 4. . w• t "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL ` 90• BEND 4•'': 3/4 THE DIAMETER OF • THE DOWNSTREAM PIPE NOTES: 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPES AND FITTINGS SHALL BE SIMILAR SIZE AND MATERIAL AS INCOMING MAINLINE. 3. MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER. 4. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 5. WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12". INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 6. "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. 2 EACH AT CONNECTION POINTS. Y PUBLIC WORKS INSIDE DROP CONNECTION STD. PLAN 402'2 N + DEPARTMENT FOR SANITARY MANHOLE AUGUST 2011 PROPERTY LINE z 3'-0" FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER - - w z�2"x 4" STUD MARKING POST PAINTED \-TEE WITH 6" SIDE OUTLET = �6"X6"X(3" WYE " WHITE WITH THE WORD SEWER" STENCILED SURFACE CLEANOUT WITH w CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE CL (EAST JORDAN IRON WORKS WRAPPED AROUND THE STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. °- SPECIFY "SEWER" ON LID, 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. 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. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 1:3:5 MIX G CONCRETE BLOCKING n zI 6 SIDE OUTLET TEE ° SEWER ,� 6 MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION PNO� G��NG HORIZONTAL SEWER MAIN TYPICAL SIDE SEWER ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Y +�a + PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN -- 406.1 DEPARTMENT INSTALLATION NT� (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 {- W (SEE NOTE 7) LIMITS OF PIPE ZONE 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 "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION 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. � Y S. PLAN - 405 +� � PUBLIC WORKS PIPE BEDDING TD DEPARTMENT FOR SANITARY SEWERS T o� OCTOBER 2012 SEALEQUAL"ANDITH A RYO00 SANDRAF AFTER PLAN PATCHING NTS A 7 G T n zI 2'-0' OUTSIDE D,A. 2'-0' DEPTH OF CLASS "B" T n ASPHALT TO BE 2" BELOW ° f D-� Q c BOTTOM OF THE UPPER c ( Z CD ADJUSTMENT RING OR A MINIMUM OF 8" WHICHEVER ' � CTj IS GREATER. jI r rD Cr1 MORTAR JOINT(S) (3/8" MIN.) SEE ADJUSTMENT BRICKS. RING (1" MIN.) OR SEE NOTE 4. tz NOTE 3 AND SPECIAL PROVISON 7-05.3(1). J 5 T od SECTION A- A �d NOTES Y CT7 1, REMOVE PAVEMENT AND BASE MATERIALS FOR A DISTANCE 3 ALL JOINTS BETWEEN THE CONE, ADJUSTMENT RINGS, m WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS AND FRAME SHALL BE GROUTED FEET. ADJUST CASTING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLOCKS PER STD. PLAN 4, ADJUSTMENT OF THE FRAME TO GRADE SHALL BE ` 400.1. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE 2. REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF 86 OF STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE CLASS '8' ASPHALT OR TO A DEPTH THAT IS 2" BELOW THE USE OF SHIMS IS PROHIBITED. BOTTOM OF THE UPPER ADJUSTMENT RING WHICHEVER IS I GREATER OR AS APPROVED BY THE ENGINEER. STD. PLAN - 400.4 �Ast PUBLIC WORKS TYPICAL UTILITY COVER jLFPwvED!� DEPARTMENT ADJUSTMENT FOR 1`IPAVEMENT OR OVERLAY DATE RECOMMENDED FOR APPOVAL BY:q IMP � Date:.7LL� BY: Date: BY: Date: BY: Date: cmr COMMENTS , , ., 3. t 4 02. 1 3. 1 5 SURVEYEDSis : SCALE: 1988 THE ENCLAVE AT BRIDLE RIDGE DATE. �f C /� AAtec► HORIZONTAL: TALL NAD D1983/1991 1 0.03.1 4 ` CITY v� two 05.19.5 t DESIGNED: x'1.7 NOTED CITY OF FIELDBOOK: D, R. STRONG 3 CRY MN 07.13.15 � Y� CONSUL TING ENGINEERS DRAWN: - RENTON PAGE: ED4 1�4J o�.23.15 t111AJ np SEWER NOTES AND DETAILS DRAWING NO: ENGINEERS PLANNERS SURVEYORS ONE INCH CHECKED: AT FULL SCALE y Planning/Building/Public Works Dept. SS7 _ IF NOT ONE INCH 620 7TH AVENUE, K/RKLAND, WA 98033 N 0 • REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 14005368 SHEET: OF: 0 425.827.3063 F 425.827.2423 tNA,J 26 29 DRS PROJECT NO. 13117 A -N N N N A 4 cn T n m ° o D-� Q c c Z