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Home My WebLink AboutS-368105a LL LL- Z � J U W M O w a () of LlLLJ I^^.L i I 1 I 4 SANITARY SEWER BEDDING MATERIAL FOR j j I I t 4 I \lA I\ I •j�� GO 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 SPECIFICATONS 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. U PUBLIC TWWOR FOR SANITARY SEWERS SM. PLAN - 405 OCTOBER 2012 Cal 2 Wor"V Days Before You Dig 1- 800 - 424 -5555 Utilities Underground Location Center 0D,Lir,ND,OR,WA) NE 114 SECTION 10, TOWNSHIP 23 N, RANGE 5 E, W.M. PIPER'S BL UFF 6' SEE MANHOLE PRAAN E40D COVER 24' .... ADJUSTMENT RINGS (2' MIN.) 12" MAX. - SEE NOTE 6 MORTAR JONT(S) (3 /8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 c' STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED 7' MIN. CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. 12 ( LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE -'E' CONCRETE SHELF 1% L PRECAST BASE SECTION OR CAST IN SHELF. 'B' T NOT TO SCALE ji 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 CASHING 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 PROHIRITFD. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COALING 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. 0 BID. PLAN - 400.1 40 PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 6" BUILDING SEWER PIPE WTiH 6" SIDE OUTIET �ROPERTY LINE 3 -D SLI IN - UIL01_C 6EWER LB "XB "%6" WYE \2 " 4" STUD MARKING POST PAMTEE SURFACE CLEANOUT WITH Wi111E WITH ME MM(D "SEWER" S1EN CAST IRON RING & COVER IN 3 HIGH BEACH LETMRS AND #6 g (EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND P975 OR APPROVED EQUAL EXTENDED TO THE TOP OF THE STUD a SPECIFY "SEWER" ON ❑D, SEE SID. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN ONES ARE AS FOLLOWS: A, 'MIRED GUY MAIN - CUT IN A NEW ME USING FLEXIBLE COUPUNGS (FERNCD OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLEO W11H A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW ME USING RIGID COUPLINGS D. DUCTILE IROU MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTOR - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOOK -OUTS OR THE STRUCTURE SHALL BE CORE- DRILLED. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. �yt 13:5 MIX a CONCRETE } BLOCKING YIPMVN 15 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 Ft FVATION IRA / y PNXPTNG a , ciioc e _ CON 2K MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL S1DE SEWER ELEVATION Nom: 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. a PUBLIC WORKS STANDARD SIDE SEWER BID. PLAN 406.1 DEPARTMENT INSTALLATION ' �O (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 D.R. STRONG DCONSUL PLAN ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 3881 PL, #101 KIRKLAND, WA 98033 0425.827.3063 F425. 82 7 2423 ovmomimng.cnm FNO SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA A A COVER PLAN NTS �1 0 "OUTSIDE DIA.�1' -0" FII AS APPROVED BY " T 4" CONCRETE SECTION A -A NOTES, REMOVE PAVEMENT AND BASE MATEPoPIS FOR A DISTANCE WHICH 5 EQUAL TO ME DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME To PAVEMENT SURFACE USNG RISER RINGS OR CONCRETE BLOCKS PER SM. PLAN 400.1. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). HNISH PAVEMENT SURFACE WIN Y OF ASPHALT CUSS "B" SIT AS APPROVED BY THE SIMMER. 0 TYPICAL UTILITY COVER am. PLAN - 400.4 gg®® PUBLIC WORKS ADJUSTMENT FOR elm DEPARTMENT PAVEMENT OR OVERLAY DECEMBER 2010 d Grout adjusting rings inside, outside Manhole Frame and Cover and between. Grout under casting. per the Standard Detail. Locate as shown an plan. H % Minimum requirement E for adjustment shall be r (2) - 4" rings. 12 f W ye.L .. -r Eccentric cone. I' section below cone is required. Copolymer Polypropylene i. Plastic Steps & Ladder. per the Standard Detoil. Locate as shown " on plan view below. J Confined 0 -ring rubber gasket joints and butyl Provide grout at knock -out sealant strips (typ.) Provide sand collar for PVC VIFe \ n dope 3/8' /its Poured in place Class 4000 cement concrete base. rrAAA14 ^'r"�P8 gravel bedding per ELEVATION the Specifications. oundation gravel per the Specifications, if required. Notes: 1. Marker posts may be required in easements. EBgineer�u csM NORTNSHORE UTILITY DISTRICT Z Manager nPK STANDARD SEWER DETAILS O wll :ttMPO.a91wXo 'HOLES - 3 PLCS ALLY SPACED 120' IT ON 23 I /16' (586mm) B.L. (SEE DETAIL) srxE ACCOROIxcLr - RE N SEWER COVER BOTTOM VIEW COVER &FRAME PLAN VIEW 25' DIP. (3> BLT SDC. (ALLEN HEAD) [635nN rr 1' S / 8' -l1 X 1.5 SS 3/4' �25n ^T \ RUBBER MASHER C19nn] \ � 6 3/4' 2 I /2' ICI- [222nn] [64nn] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 3/2' DIA [673mmI [641nn] 1 1 /16' 1 1/16' DIA [27mN [6nmT r 127rn3 1 /4' t61v,1 J. NEOPRENE GASKET 115 2.N] [3nN _I 1 /e• 23 3/8' DIA CL OPEN [R3mm1 C594mn1 � GASKET GROOVE DETAIL 27 5/16' DIA Ltlb /mml 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 "). � IF BID. PLAN -401 e � PUBLIC WORKS MANHOLE FRAME AND COVER ,= DEPARTMENT d O_ DECEMBER 2008 CITY OF elwcn la E Anw.Ta wRncN: HANG I966 piIZOM.LL : WL IBBI /1991 aLSr.NED: AS NOTED X R E N T O N NAVE 1 ox6 lxcx � DENY cxccaED: Ar Fa uSCA¢n� Plan ning/Buiding/Pubic Works Dept. ALAI Ir xor axE Ixcx REVISION BY DATE APPR APPeaU 5- 368105 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY PIPER'S BLUFF SANITARY SEWER DETAILS CU 5 -3G BSI OS RECOMMENDED FOR APPROVAL RY BY BY 08 -28 -12 fIE1JRWM PAGE 'A 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" L0. 54" MP 54" B" MIN. 5.5" MIN. 24" MIN. 24" I.O. 60" MH 60" B" MIN. 6" MIN. 42" MIN. 30" I.O. 6" BUILDING SEWER PIPE WTiH 6" SIDE OUTIET �ROPERTY LINE 3 -D SLI IN - UIL01_C 6EWER LB "XB "%6" WYE \2 " 4" STUD MARKING POST PAMTEE SURFACE CLEANOUT WITH Wi111E WITH ME MM(D "SEWER" S1EN CAST IRON RING & COVER IN 3 HIGH BEACH LETMRS AND #6 g (EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND P975 OR APPROVED EQUAL EXTENDED TO THE TOP OF THE STUD a SPECIFY "SEWER" ON ❑D, SEE SID. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN ONES ARE AS FOLLOWS: A, 'MIRED GUY MAIN - CUT IN A NEW ME USING FLEXIBLE COUPUNGS (FERNCD OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLEO W11H A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW ME USING RIGID COUPLINGS D. DUCTILE IROU MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTOR - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOOK -OUTS OR THE STRUCTURE SHALL BE CORE- DRILLED. 60' ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. �yt 13:5 MIX a CONCRETE } BLOCKING YIPMVN 15 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 Ft FVATION IRA / y PNXPTNG a , ciioc e _ CON 2K MIN SLOPE HORIZONTAL SEWER MAIN TYPICAL S1DE SEWER ELEVATION Nom: 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. a PUBLIC WORKS STANDARD SIDE SEWER BID. PLAN 406.1 DEPARTMENT INSTALLATION ' �O (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 D.R. STRONG DCONSUL PLAN ENGINEERS ENGINEERS PLANNERS SURVEYORS 10604 NE 3881 PL, #101 KIRKLAND, WA 98033 0425.827.3063 F425. 82 7 2423 ovmomimng.cnm FNO SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA A A COVER PLAN NTS �1 0 "OUTSIDE DIA.�1' -0" FII AS APPROVED BY " T 4" CONCRETE SECTION A -A NOTES, REMOVE PAVEMENT AND BASE MATEPoPIS FOR A DISTANCE WHICH 5 EQUAL TO ME DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASTING FRAME To PAVEMENT SURFACE USNG RISER RINGS OR CONCRETE BLOCKS PER SM. PLAN 400.1. REPLACE ALL BUT TOP 2" OF EXCAVATED MATERIAL WITH CLASS 3000 CONCRETE (3/4). HNISH PAVEMENT SURFACE WIN Y OF ASPHALT CUSS "B" SIT AS APPROVED BY THE SIMMER. 0 TYPICAL UTILITY COVER am. PLAN - 400.4 gg®® PUBLIC WORKS ADJUSTMENT FOR elm DEPARTMENT PAVEMENT OR OVERLAY DECEMBER 2010 d Grout adjusting rings inside, outside Manhole Frame and Cover and between. Grout under casting. per the Standard Detail. Locate as shown an plan. H % Minimum requirement E for adjustment shall be r (2) - 4" rings. 12 f W ye.L .. -r Eccentric cone. I' section below cone is required. Copolymer Polypropylene i. Plastic Steps & Ladder. per the Standard Detoil. Locate as shown " on plan view below. J Confined 0 -ring rubber gasket joints and butyl Provide grout at knock -out sealant strips (typ.) Provide sand collar for PVC VIFe \ n dope 3/8' /its Poured in place Class 4000 cement concrete base. rrAAA14 ^'r"�P8 gravel bedding per ELEVATION the Specifications. oundation gravel per the Specifications, if required. Notes: 1. Marker posts may be required in easements. EBgineer�u csM NORTNSHORE UTILITY DISTRICT Z Manager nPK STANDARD SEWER DETAILS O wll :ttMPO.a91wXo 'HOLES - 3 PLCS ALLY SPACED 120' IT ON 23 I /16' (586mm) B.L. (SEE DETAIL) srxE ACCOROIxcLr - RE N SEWER COVER BOTTOM VIEW COVER &FRAME PLAN VIEW 25' DIP. (3> BLT SDC. (ALLEN HEAD) [635nN rr 1' S / 8' -l1 X 1.5 SS 3/4' �25n ^T \ RUBBER MASHER C19nn] \ � 6 3/4' 2 I /2' ICI- [222nn] [64nn] TYP COVER SECTION VIEW EON BOLTING DETAIL 26 3/2' DIA [673mmI [641nn] 1 1 /16' 1 1/16' DIA [27mN [6nmT r 127rn3 1 /4' t61v,1 J. NEOPRENE GASKET 115 2.N] [3nN _I 1 /e• 23 3/8' DIA CL OPEN [R3mm1 C594mn1 � GASKET GROOVE DETAIL 27 5/16' DIA Ltlb /mml 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 "). � IF BID. PLAN -401 e � PUBLIC WORKS MANHOLE FRAME AND COVER ,= DEPARTMENT d O_ DECEMBER 2008 CITY OF elwcn la E Anw.Ta wRncN: HANG I966 piIZOM.LL : WL IBBI /1991 aLSr.NED: AS NOTED X R E N T O N NAVE 1 ox6 lxcx � DENY cxccaED: Ar Fa uSCA¢n� Plan ning/Buiding/Pubic Works Dept. ALAI Ir xor axE Ixcx REVISION BY DATE APPR APPeaU 5- 368105 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY PIPER'S BLUFF SANITARY SEWER DETAILS CU 5 -3G BSI OS RECOMMENDED FOR APPROVAL RY BY BY 08 -28 -12 fIE1JRWM PAGE