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HomeMy WebLinkAboutzS-3710SetN Li O O Ch r Q J F- IX O U) F- O Z L LU Z SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. 9. 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. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. 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. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE 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" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. IMIN MIN F MIINNN IMIN MIN • SEE DWG# HR -05 FOR MINIMUM STANDARDS FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS '8' CENTER LINE OR LANE UNE TYPICAL PATCH R N.T.S. 6.5' MIN. 1' ' 2.5' 1' 1' MIN IMIN MIN MINIMIN �•ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED arr or RNR9N mYmem w9 18I 9.n: 12/9e 5 DWG. NAME: HR -23 SP PAGE: H032A OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i (SEE NOTE 8) i ♦i ♦i i•0 >!i ♦i� ♦ ♦ ♦ ♦1 ♦ ♦♦ BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)- FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE [- W (SEE NOTE 4) -, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 1:3:5 MIX CONCRETE BLOCKING NOTES: LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL BOLTHOLES - 3 PLCS 2. HAND TAMP UNDER HAUNCHES. A o EQUALLY SPACED ]20• • • 3. APART ON 23 1/16' (586nn> 1/4 O.D. HANG TAMP ONLY. C DIA B.C. (SEE DETAIL) SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C 3/4 O.D. 0 d 1/8 O.D. O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A A V T_ 5. TRENCH SACKFUL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE R Dy SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS E-' N BACKFILL MATERIAL 6. t LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. SEWER A 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF 6 STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. COVER BOTTOM VIEW S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS COVER & FRAME MAINTAINED. PLAN VIEW V.- 25' DIA --.1 [635nn] 1' (3E ) BLT SOC. (ALLEN HEAD) 5/8' -11 K 1.5 SS RUBBER WASHER [19nn] 8 2 112' 2 1/2' I. [222n' TYP E COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA [673nn] 25 1/4• DIAL -I i /4' <6rm6aDIA) 127 1 [16nn1 27 n] NEDPRENE GASKET -f 6. 9• [152nn) [3nn] T 5/8' J 06nn] 1 23 3/8' DIA CL OPEN [594n n1 � VB' [R3nn1 GASKET GROOVE DETAIL 27 5/16' DIA [694nn] 34 1 /8' DIP [867nn] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD 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 "). Q �. PLAN - 401 "�• PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i (SEE NOTE 8) i ♦i ♦i i•0 >!i ♦i� ♦ ♦ ♦ ♦1 ♦ ♦♦ BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)- FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE [- W (SEE NOTE 4) -, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 1:3:5 MIX CONCRETE BLOCKING LIMITS OF PIPE ZONE 1' -0" NOTES: LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL CLASS C 2. HAND TAMP UNDER HAUNCHES. A 4" MIN. 1/41.D. 12" MAX. • • 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE B 1/4 O.D. HANG TAMP ONLY. C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C 3/4 O.D. OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. 1/8 O.D. O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. T_ 5. TRENCH SACKFUL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF 6 STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. LIMITS OF PIPE ZONE 1' -0" • A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27' I.D. 4-4-97 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - • A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27' I.D. 4-4-97 Cone " note 4 i ai 2 -21 -91 ReN nolee. 4,5,7,& B. A84ed note 6 KJ - - -- DATE REVISION BY PR PIPE BEDDING FOR SANITARY SEWER ADOPTED CITY OF RENTON 311tID11m P7l1T.9 N LST DATE:4 /97 DWG. NAME: BWI8C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER 6" BUILDING SEWER PIPE WITH G" SIDE OUTLET 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION I 2'k 4" STUD MARKER POST PAINTED WHITE WITH THE WON "SEWER* STENCILED PROPERTY UNE IN 3" HIGH BLACK LETTERS AND /6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 12' /FUTURE UILDING SEWER w z " WYE WITH A SURFACE CLEANOUT WITH w CAST IRON RING COVER (EAST JORDAN IRON WORKS a 2975 OR APPROVED EQUAL, SPECIFY 'SEWER' LID, SEE STD. PLAN 403.3. 1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: j A NTRinED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE COUPUNGS(FERNCO OR APPROVED EQUAL). pN1N0 B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE 15 G (OR APPROVED EQUAL). C� 2 %MIN SLOPE C. PVC MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL). R MAIN E MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE- DRILLED. 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. ,`� STANDARD SIDE SEWER INSTALLATION �J (SEWER MAIN TO PROPERTY LINE) STD. PLAN - 406.1 F- CITY OF ry y, SURVEYED xormnxR� xn lvaa iecl �� )1� SCALE D.L. OFFS, P.E. DATUM U-111IN RENTON D.L. OFFE, P.E. i E W Planning /Building /Public Works Dept. "T IiE Op/19/2013 NO. REVISION BY DATE APPR hi4 a RECOMMENDED FOR APPROVAL Date: Date: Date: Date: NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC SEWER DETAILS & NOTES 3506 NE 7th STREET C '�) : S - -:?, -? I 0 G'1 09/2 013 ©uffll 7 "11 N Li O O Ch r Q J F- IX O U) F- O Z L LU Z SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. 9. 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. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. 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. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE 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" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. IMIN MIN F MIINNN IMIN MIN • SEE DWG# HR -05 FOR MINIMUM STANDARDS FACE OF CURB OR EDGE OF PAVEMENT 2" CLASS '8' CENTER LINE OR LANE UNE TYPICAL PATCH R N.T.S. 6.5' MIN. 1' ' 2.5' 1' 1' MIN IMIN MIN MINIMIN �•ACP CLASS 'E' OR 'B' 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED arr or RNR9N mYmem w9 18I 9.n: 12/9e 5 DWG. NAME: HR -23 SP PAGE: H032A OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i (SEE NOTE 8) i ♦i ♦i i•0 >!i ♦i� ♦ ♦ ♦ ♦1 ♦ ♦♦ BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)- FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE [- W (SEE NOTE 4) -, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 1:3:5 MIX CONCRETE BLOCKING NOTES: LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL BOLTHOLES - 3 PLCS 2. HAND TAMP UNDER HAUNCHES. A o EQUALLY SPACED ]20• • • 3. APART ON 23 1/16' (586nn> 1/4 O.D. HANG TAMP ONLY. C DIA B.C. (SEE DETAIL) SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C 3/4 O.D. 0 d 1/8 O.D. O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A A V T_ 5. TRENCH SACKFUL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE R Dy SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS E-' N BACKFILL MATERIAL 6. t LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. SEWER A 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF 6 STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. COVER BOTTOM VIEW S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS COVER & FRAME MAINTAINED. PLAN VIEW V.- 25' DIA --.1 [635nn] 1' (3E ) BLT SOC. (ALLEN HEAD) 5/8' -11 K 1.5 SS RUBBER WASHER [19nn] 8 2 112' 2 1/2' I. [222n' TYP E COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA [673nn] 25 1/4• DIAL -I i /4' <6rm6aDIA) 127 1 [16nn1 27 n] NEDPRENE GASKET -f 6. 9• [152nn) [3nn] T 5/8' J 06nn] 1 23 3/8' DIA CL OPEN [594n n1 � VB' [R3nn1 GASKET GROOVE DETAIL 27 5/16' DIA [694nn] 34 1 /8' DIP [867nn] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING UD 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 "). Q �. PLAN - 401 "�• PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008 • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ 1♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦, ♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • � �i ♦i!i ♦i ♦i ♦i ♦i!i!i!i!i4i4i!i (SEE NOTE 8) i ♦i ♦i i•0 >!i ♦i� ♦ ♦ ♦ ♦1 ♦ ♦♦ BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6)- FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL (CLASS A DESIGN) W (SEE NOTE 4) (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE [- W (SEE NOTE 4) -, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 1:3:5 MIX CONCRETE BLOCKING LIMITS OF PIPE ZONE 1' -0" NOTES: LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL CLASS C 2. HAND TAMP UNDER HAUNCHES. A 4" MIN. 1/41.D. 12" MAX. • • 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE B 1/4 O.D. HANG TAMP ONLY. C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C 3/4 O.D. OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. 1/8 O.D. O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. T_ 5. TRENCH SACKFUL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE LIMITS OF PIPE ZONE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF 6 STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. S. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. LIMITS OF PIPE ZONE 1' -0" • A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27' I.D. 4-4-97 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - • A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27' I.D. 4-4-97 Cone " note 4 i ai 2 -21 -91 ReN nolee. 4,5,7,& B. A84ed note 6 KJ - - -- DATE REVISION BY PR PIPE BEDDING FOR SANITARY SEWER ADOPTED CITY OF RENTON 311tID11m P7l1T.9 N LST DATE:4 /97 DWG. NAME: BWI8C SP PAGE:B077 PIPE BEDDING FOR SANITARY SEWER 6" BUILDING SEWER PIPE WITH G" SIDE OUTLET 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION I 2'k 4" STUD MARKER POST PAINTED WHITE WITH THE WON "SEWER* STENCILED PROPERTY UNE IN 3" HIGH BLACK LETTERS AND /6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 12' /FUTURE UILDING SEWER w z " WYE WITH A SURFACE CLEANOUT WITH w CAST IRON RING COVER (EAST JORDAN IRON WORKS a 2975 OR APPROVED EQUAL, SPECIFY 'SEWER' LID, SEE STD. PLAN 403.3. 1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: j A NTRinED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE COUPUNGS(FERNCO OR APPROVED EQUAL). pN1N0 B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE 15 G (OR APPROVED EQUAL). C� 2 %MIN SLOPE C. PVC MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D. DUCTILE IRON MAIN - CORE - DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL). R MAIN E MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE- DRILLED. 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. ,`� STANDARD SIDE SEWER INSTALLATION �J (SEWER MAIN TO PROPERTY LINE) STD. PLAN - 406.1 F- CITY OF ry y, SURVEYED xormnxR� xn lvaa iecl �� )1� SCALE D.L. OFFS, P.E. DATUM U-111IN RENTON D.L. OFFE, P.E. i E W Planning /Building /Public Works Dept. "T IiE Op/19/2013 NO. REVISION BY DATE APPR hi4 a RECOMMENDED FOR APPROVAL Date: Date: Date: Date: NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC SEWER DETAILS & NOTES 3506 NE 7th STREET C '�) : S - -:?, -? I 0 G'1 09/2 013 ©uffll 7 "11 N N co LO O O Cv) H SS (S- 659) FX. S.S. MANHOLE cc tJM=dfijEj L 0 IE=378.68. 8" MW) = IE=378.78, 8" (NE) -NEW • SS^ Z +-' 281-F. 8" PVC SS ® S=1*!JF-W W L2.04`/ Z NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL I I PRIVATE ROAD INT'X / I STA. 17+24.98, NE 7th St. I STA. 20+00, OLYMPIC AVE. NE CENTER 20' DRIVEWAY APRON --- -- — Wth - .—STM.----� -- ---'- N \ u D RIM=393.0 DO \ ' o+ O N o I rn I I J. FF ELEV=395.0 a0 Oma`' A 00 vp r 40020 "o --T_—_—WM— — T 5 -----STM------ RIM -394.3 oma, �9 00 MIN. FF ELEV=397.0 AA.bE,60°0N 00 66Z ALL AT SANITARY SIDE MINIMUM SLOPE=2.00%, MANHOLE FRAME AND COVER STUBS SHALL BE PVC PLACED TYPICAL. wz 0 0 PER DRAMING 401. E z --3 1 b L7 4° MIN. TO 12• MAX. �fz II�i V. 1� ° m O 24" STA. 21 +75.0 5.5' LT. I IIigI IIII II, III' 11111111 111 6 1 STA. 17+19.87 5.01T. SSMH 1, SHALLOW -54" S SSMH 2, SHALLOW -54 RIM= �Ue� 1 O l2'• q N o L m� 6 � RIM=389, 4 IES*!S 6"�IN) 386.66 Mtb-cL4NNrg. 4• � 54• IR, eon II IE=39 !9S, 8'�IN) ov2o Il El LD . �A.-wc- .-. . RIM -395.0 L6 -j II ( NOTES, 1. STEPS TO BE POLYPROPttENE SAFETY STEPS 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. p� 3. CASING TO BE PER DRAWING 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEMER MANHOLES SHALL HAVE ALL INTERIOR SURFACES. INCLUDING CHANNELING. COATED (SEALED) M R1 A HIGH SOLIDS URETHANE COATING; WASHER MC-AROSNIELD OR APPROVED EWAL; COLOR OF COATING SHALL BE WHITE. a RUBBER GASKETED JOINTS SHALL RE IN CONFORMANCE PATH ASTM C-443. 9. 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 PUBLIC WORKS EANI TARY MANHOLE 81'D. Lemli — d002 DEPARTMENT SHALLOW MARCH 2008 --- -- — Wth - .—STM.----� -- ---'- N \ u D RIM=393.0 DO \ ' o+ O N o I rn I I J. FF ELEV=395.0 a0 Oma`' A 00 vp r 40020 "o --T_—_—WM— — T 5 -----STM------ RIM -394.3 oma, �9 00 MIN. FF ELEV=397.0 AA.bE,60°0N 00 66Z ALL AT SANITARY SIDE MINIMUM SLOPE=2.00%, I IIII����IIIIII STUBS SHALL BE PVC PLACED TYPICAL. wz 0 0 E z --3 1 ,I L7 �fz II�i 1� O STA. 21 +75.0 5.5' LT. VIII IIigI IIII II, III' 11111111 111 6 1 STA. 17+19.87 5.01T. SSMH 1, SHALLOW -54" S SSMH 2, SHALLOW -54 RIM= �Ue� IE=.ifiMi 8 ) III RIM=389, IES*!S 6"�IN) 386.66 Mtb-cL4NNrg. IE=BeaBiO, 8" OUT) eon II IE=39 !9S, 8'�IN) ov2o Il ' LD . �A.-wc- .-. RIM -395.0 l4li II ( at011110l� AVENUE NE p� ALP& ON --- -- — Wth - .—STM.----� -- ---'- N \ u D RIM=393.0 DO \ ' o+ O N o I rn I I J. FF ELEV=395.0 a0 Oma`' A 00 vp r 40020 "o --T_—_—WM— — T 5 -----STM------ RIM -394.3 oma, �9 00 MIN. FF ELEV=397.0 AA.bE,60°0N 00 66Z ALL AT SANITARY SIDE MINIMUM SLOPE=2.00%, SEWER STUBS SHALL BE PVC PLACED TYPICAL. wz 0 0 E z --3 1 IE=389.50, 6" NOTEI EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1-800-424-5555 o yp o ��N?o I o. I� Iz ® 1m m ICP MIN. FF ELEV=397.0 N O 9,p I I Q o yp 000 o' SHALLOW Y SEWER MANHOLES S ANHOESS PEIRASTANDARD S=37 10 PLAN #400.2 I, SSMH 1 SHALLOW -54" o p z RIM=389.80 8"CUT) 30Z•fs KtD-U}An1NtL = mom 380: I I IE=�JPJs, 8" 1N : < : N 380 ...............:�^A ............. ........... ........... .......N .... ....... .... ....... ....... rT ... ..... L�,i 28LF.,:B" PVC SS®II�Yii6lZ,Od°l T EX; S.S. MANHOLE 'VENUE N:E = II RIM=388.68 N 2 w IE=378.68, 8':(S,W) : 21+00 -- 22+00 ....2...... ......IE=378.78, -.: N.. NEW i ................._........_........ - .._............._........... --- - M. Date, Date, Date, OFFEENGINEERS �y°�� S�REESURVEY&MAPPING M o;d�,,,, 09/25/2013 13932 SOUTHEAST 159TH PLACE qe: ' - Z A . OFFE, P.E. SCALE •� REN TON NE 7TH NORTH SHORT PLAT CITY OF „u KRRV DEVELOPMENT, LLC RENTON, WASHINGTON 98058 A, 21� 1 D.L OFFS, P.E. uENx DATUM SEWER PLAN & PROFILE S PHONE: 425-260-3412 • c o. �."K� ` Planning/Building/Public Works Dept. 3506 NE 7Th STREET CONTACT: DARRELL OFFE, P.E. s`S�oNAi• F'� NO. REVISION BY DATE APPR TAWAWm scvE AC°tR0 y m 12/19/2013 6 11 SEWER TO TO J_ wz 0 0 E z --3 1 IE L7 -i 1� O