The URL can be used to link to this page

Home My WebLink AboutzS-3663SetEX SSMH RIM EL = 390.58 INV EL = 3811:48' O / ------------ ___ -__ - a M I I� I I I I I I a i , i I PORTION OF THE SW 1/4 OF THE SE 1/4 OF SEC. 9 TWIN. 23 N., RNG 5 E., WM LUA 07- 140 -SHPL II II: II II' I. II II II II n 5F n ■ ,\ Cv w w 2 +00 WCR 1B,1C,1D N` SEE DETAIL SHEET C6 -13 ` I I I " 1 +7iiS.0, APPROXIMATE EXISTING LOCATION OF 8 "X6 "TEE +' �— - - - -- INV EL = 379.62' UI I - h ' I I 64.46 L=.38.69 Tan =24.42 Delta =88'2 R =25.00 1 +B, 2 .0' RT CUT EXISIN 6' SS TO., EX HOUSE E4D 6 "�SS INV, EL = 389.58' 48LF 6 SS ®\S 0% EX SSMH 30' RIM EL = 387.02' INV EL = 374.42' 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 UNDER- GROUND UTILITIES 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 I s 3 QWEEN AVE NE --------- 392-- STA 3 +00, 4'RT RELOCATE SIGN 7'11" 54.87' 5 .01' 50. 1' d ' I b u1 EY�HODU�E j 1,351 sq.ft. 1 LOT - -5 _ -LOT 4 Z 1 -. 9 774 s.f. _ LOT 6 � I I • 5,770. s f. - _ w' .. i 6,933 s f. E L'CAR C, ,� ;,z , _ O) 0T N ED LOT i I -`� -- I- - I I 6.763. s �,a FF EL= 382.00 �� rn - -- FF fC- 382.00- 1�� p) FF EL= 380.00 IIOI, rj (fS FF EL =38 00 "Nin Od ((11�-n (({(��1 iMwM .- QOM Mff)M aO oggI OD OD W3 - <L_? - rn - zl G7a tn�— �� —I I 1'- - - - - - L A-rOO- �- - - - - - -'' - �= 2 +00 - - - - - - - - ZOOCF= 8= 5' 50.01' ;' 50.01', N60e12'14"W _ 303.85' I 15' TR[E RESERVATION 3 >, I EASEMENT STA 0 +96, CTR 48" SSMH —TYPE I RIM EL= 383.50* INV EL= 375.10 -8" INV EL= 375.27 -6" I �> I I U 0' SANITARY EASEMENT Y GRAPHIC LOT 1 V) W 1 5,013. s.E I _ C \d I N eo FF EL =386 60 N u 0 7 7' I 1 incTT 20—'L - I _� — — — — — — — - (V 390 \�Gv U S00'20'01 "E 657.47'(CALC) 5 +00 '� 5 +60.72 u Cr O \_ LOT 2 I •� I 4,666. s f. li 6 z N D FF EL= 384.00 � - 1 STA 1 +39 I� I - 1 Npj 25LF -6" SSS ® S=2.0% MIN .^ -- L INV EL_375.77L, _. v - _ 95.86 '- -- -- __ - - --- _. EX SSMH 30' RIM EL = 387.02' INV EL = 374.42' 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 UNDER- GROUND UTILITIES 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 I s 3 QWEEN AVE NE --------- 392-- STA 3 +00, 4'RT RELOCATE SIGN 7'11" 54.87' 5 .01' 50. 1' d ' I b u1 EY�HODU�E j 1,351 sq.ft. 1 LOT - -5 _ -LOT 4 Z 1 -. 9 774 s.f. _ LOT 6 � I I • 5,770. s f. - _ w' .. i 6,933 s f. E L'CAR C, ,� ;,z , _ O) 0T N ED LOT i I -`� -- I- - I I 6.763. s �,a FF EL= 382.00 �� rn - -- FF fC- 382.00- 1�� p) FF EL= 380.00 IIOI, rj (fS FF EL =38 00 "Nin Od ((11�-n (({(��1 iMwM .- QOM Mff)M aO oggI OD OD W3 - <L_? - rn - zl G7a tn�— �� —I I 1'- - - - - - L A-rOO- �- - - - - - -'' - �= 2 +00 - - - - - - - - ZOOCF= 8= 5' 50.01' ;' 50.01', N60e12'14"W _ 303.85' I 15' TR[E RESERVATION 3 >, I EASEMENT STA 0 +96, CTR 48" SSMH —TYPE I RIM EL= 383.50* INV EL= 375.10 -8" INV EL= 375.27 -6" I �> I I U 0' SANITARY EASEMENT 0 +00 SCALE: HORIZ 1" =20' VERT 1 " =10' 1 +00 2 +00 SS EASMENT PROFILE 5- 366301 STUB RECOMMENDED 3 +00 FOR APPROVAL NOTE: B DATE ZD3 BY DATE BY DATE BY DATE BY DATE �3` ��db„J Y✓I WO tu GRAPHIC SCALE 0 zo 0 o N eo III N u a ( IN FEET ) 1 incTT 20—'L (V 390 S00'20'01 "E 657.47'(CALC) 5 +00 '� 5 +60.72 I w w N - ,T - 1 Npj -- _. v - Nn fPd - _. – i / 15' SANITARY SEWER ACCESS EASEMENT tI_ 380 i 380 STA 0+ o- OTR 1 J> - _ - 12' ALL SURFACE w� - 25LF -6" SSS. ®S -2. %MIN WACCESS ROAD I- _ IRV EL 375:77' rnJ 0 u Lo '$ S$'�VG. $ =5.11% 370 _.. 00 A:O +96, CTR.. 1pZ RI EL= 383.501:_: _ - _ -:: _ - .:.: - - - -. - -_ -: -: : - -.. _ - -. LSTA 3 +00. IN �lo�`Iol EL= 375.10 -8 ": SANITARY EASEM EN( DATUM ELEV _._ _. _:. _. __ IN _.EL ONE LANE PLAT _. -:.: �. _.:: _ -... +0 _. -',WV EL =365J 360.00 � +03.84 / CONTRACTOR TO MATCH INV ( _ LOCATE AND EX ND EX. 8° SS STUB 0 NEW 48" SSMH. STA 3 +00, CTR 48" SSMH - TYPE I 'RIM EL =375* INV EL= 365.90 MATCH INV OF EXTENDED B" STUB I I 0 +00 SCALE: HORIZ 1" =20' VERT 1 " =10' 1 +00 2 +00 SS EASMENT PROFILE 5- 366301 STUB RECOMMENDED 3 +00 FOR APPROVAL NOTE: B DATE ZD3 BY DATE BY DATE BY DATE BY DATE �3` ��db„J Y✓I WO tu 3N 0 Q Q �2 Sf FZ d H m N N u a (V 390 V Z - - EXISTING PROFILE - 1 Npj -- _. Nn fPd - _. – tI_ 380 380 STA 0+ o- OTR 1 J> - _ - - 25LF -6" SSS. ®S -2. %MIN 11 CIAW _ IRV EL 375:77' rnJ 370 _ '$ S$'�VG. $ =5.11% 370 _.. _ S -: A:O +96, CTR.. 1pZ RI EL= 383.501:_: _ - _ -:: _ - .:.: - - - -. - -_ -: -: : - -.. _ - -. LSTA 3 +00. IN EL= 375.10 -8 ": DATUM ELEV _._ _. _:. _. __ IN _.EL =_ 37527 -.6° _. -:.: _.:: _ -... _.. -. _- .__ -:__ _. -',WV EL =365J 360.00 MATCH INV ( 0 +00 SCALE: HORIZ 1" =20' VERT 1 " =10' 1 +00 2 +00 SS EASMENT PROFILE 5- 366301 STUB RECOMMENDED 3 +00 FOR APPROVAL NOTE: B DATE ZD3 BY DATE BY DATE BY DATE BY DATE �3` ��db„J Y✓I WO tu 3N Q Q �2 Sf FZ d H m N N u a N 6i g II 7r� E g� W LLJ O cn 2 U) cj:� < z N y 0 o r n ME(' Utility Specifications Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PRQIECTS FOR THE WASTEWATER UTILITY. 1. All work and work material shall be in conformance with the standards and specification! Of the City Of Rentrxh Planning/Buiklirg /Public Works Department and the latest edition of the WSDOT /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 of work in the street right of way shall be per City specifications on weekdays unless otherwise approved in wrili g 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. 3. All locations of existing utilities Shawn 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. A pre- mrStruLtlon conference and a 24 hour notice shall be required prior to starting new construction. R shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Replan.) It shall be the contractor's responsibility to notify the Pubic Works Inspector 24 hours In advance of backnlling all construction, S. Contractor is sok4y responsible for the means, methods and sequences of constriction 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 ODnsbuction. 7. Plans approved by the qty of Renton, Public Works Department shall take precedence over all other plans. S. A Copy of thhese approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary server system, which has been stamped and signed by a licensed professional engineer Or licensed professional Surveyor. 10. Baddill 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 existing traveled roadway shall be bacldtlkto with crushed rock and mechanically compacted unless otherwise approved by 12. Datum for Vertical Control shall be North American Vertical 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 lad on a properly Prepared foundation in accordance with the standards and specifications of the City of Renton Planning/ButkhingfPublic Works Department and the latest edition of the WSDOT /APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans S Specifications. 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 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 5o, 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 T diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. iR 1� u NOT TO SCALE MANHOLE FRAME AND COVER SEE SM. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3 /8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKEIED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - POLYPROPYIIIIE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOW& 1. STEPS TO BE POLYPI 2. STEPS ARE TO BE B 3. CASTING SHALL BE I 4. MANHOLE SECTIONS 5. ALL JOINTS BETWEEN 6. ADJUSTMENT OF THE ADJUSTMENT RINGS. DUE SECTIONS ARE INSTALLED. PRECAST CONCRETE. M BRICKS AND CASTING SHALL BE A RUNNING 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDMG CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSIIELD 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 TINE LARGEST PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KETER 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. PUBLIC WORKS I S DEPARTMENT STANDARD SANITARY MANHOLE L.:u:TacnR�4 FUTURE 6" BUILDING SEWER PPE �� BUMNG SEWER Y i Ir `2••x a STUD MARKING POST PANTED LEE NTH e" SM OUTLET `6 " %B "X6" WEE WHITE WTH THE WORD "SEMER" STENCILED SURFACE �c CAST IRON RNC TCOVER NW,APPED MOUND THLETTERS TUD AND NINE p�75rOR�APMPROVV D MALWORKS ExIpOED ro THE TOP aF THE STUD . 9'EOEY "$EWER• ON W. 6" SM shpt ANO MIN role: SEVER SEE SIG. PLAN 403.1 FOR IN6TAI1AnaN) ACCEPTABLE PROCEDURES FOR SOE SEWER CONNECTIONS TO MAIN LINES ME AS FOLLOWS: A WTRNTED CLAY MAN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNOD OR APPROVED EQUAL). S CONCRETE MAN - COPE -DPoLLFD WTH A ROMAC SADDLE (OR APPROVED EQUAL). G PVC MAIN - CORE- ORLLIFD WITH A ROMAC SADDLE (OR APPRDVED EQUAL) OR CUT IN A NEW TEE USING RICO COUPLINGS D. DUCTILE IRON MAIN - CORE- DOLIFD WIN A ROMAC S (OR APPROVED EOUK) E MANHOLE OONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OUTS OR THE STRUCTURE SHALL BE CgtE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE 6" SIDE OUTLET TEE 1!x.11:1 . 1 M.. NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEVER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. 2% MM SLOPE HORIZONTAL PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SM. PLO - 4061 SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) --\ FOUNDATION LEVEL LIMITS OF PIPE ZONE i,_0.l D. OF PIPE 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY SEWER 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. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS DEPARTMENT RENTO SEWER PIPE BEDDING FOR SANITARY SEVIIERS COVER & FRAME PLAN VIEW 25' DIA. I635nn] 71• 3/4' r �25nn] E19nn] �1 1L 2 Ile I64nn] TYP COVER SECTION VIEW 25 1/4' DI 1641.n] lbw) DIA ESE GASKET 23 3/8' DIA CL I594nn] _ 27 5/16' DI I694nn] 34 1/8' DI. 1 1/16' E27nn] [I51 nN STD. PLAN - 405 MARCH 2008 \L\\W�M W/AAWW COVER BOTTOM VIEW 3FC) HLT SOC. (ALLEN HEAD) s /e•al x Is ss RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' I27M] [6M] r- v8• 1 [3,w1 VB' IR" ] GASKET GROOVE DETAIL L-1 -1 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 "). 8 PUBLIC WORKS �• PION - 401 DEPARTMENT MANHOLE FRAME AND COVER _ DECEMBER 2008 LUA 07- 140 -SHP 5- 366302 RECOMMENDED FOR APPROVAL BY DATE B DATE BY DATE BY DATE BY - DATE `p Il S- 3663a-�- Win 2 I�ww+ Q z Q O N q �g Q a N� 1� W'B' 'C' 'D' J 48" MH 48" 6" MIN. AIN 24" 54" MH 54" 8" MIN. 5.5" MIN. 11 24" MIN. 24" I.D. 60' MH 1 60" 1 8" MIN. 1 6" MIN. 1 42" MIN. 1 30" I.D. NOW& 1. STEPS TO BE POLYPI 2. STEPS ARE TO BE B 3. CASTING SHALL BE I 4. MANHOLE SECTIONS 5. ALL JOINTS BETWEEN 6. ADJUSTMENT OF THE ADJUSTMENT RINGS. DUE SECTIONS ARE INSTALLED. PRECAST CONCRETE. M BRICKS AND CASTING SHALL BE A RUNNING 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDMG CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSIIELD 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 TINE LARGEST PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KETER 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. PUBLIC WORKS I S DEPARTMENT STANDARD SANITARY MANHOLE L.:u:TacnR�4 FUTURE 6" BUILDING SEWER PPE �� BUMNG SEWER Y i Ir `2••x a STUD MARKING POST PANTED LEE NTH e" SM OUTLET `6 " %B "X6" WEE WHITE WTH THE WORD "SEMER" STENCILED SURFACE �c CAST IRON RNC TCOVER NW,APPED MOUND THLETTERS TUD AND NINE p�75rOR�APMPROVV D MALWORKS ExIpOED ro THE TOP aF THE STUD . 9'EOEY "$EWER• ON W. 6" SM shpt ANO MIN role: SEVER SEE SIG. PLAN 403.1 FOR IN6TAI1AnaN) ACCEPTABLE PROCEDURES FOR SOE SEWER CONNECTIONS TO MAIN LINES ME AS FOLLOWS: A WTRNTED CLAY MAN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNOD OR APPROVED EQUAL). S CONCRETE MAN - COPE -DPoLLFD WTH A ROMAC SADDLE (OR APPROVED EQUAL). G PVC MAIN - CORE- ORLLIFD WITH A ROMAC SADDLE (OR APPRDVED EQUAL) OR CUT IN A NEW TEE USING RICO COUPLINGS D. DUCTILE IRON MAIN - CORE- DOLIFD WIN A ROMAC S (OR APPROVED EOUK) E MANHOLE OONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK-OUTS OR THE STRUCTURE SHALL BE CgtE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE 6" SIDE OUTLET TEE 1!x.11:1 . 1 M.. NOTE: UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEVER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. 2% MM SLOPE HORIZONTAL PUBLIC WORKS STANDARD SIDE SEWER DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SM. PLO - 4061 SEPTEMBER 2011 W (SEE NOTE 4) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) --\ FOUNDATION LEVEL LIMITS OF PIPE ZONE i,_0.l D. OF PIPE 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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING" IN THE SANITARY SEWER 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. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS DEPARTMENT RENTO SEWER PIPE BEDDING FOR SANITARY SEVIIERS COVER & FRAME PLAN VIEW 25' DIA. I635nn] 71• 3/4' r �25nn] E19nn] �1 1L 2 Ile I64nn] TYP COVER SECTION VIEW 25 1/4' DI 1641.n] lbw) DIA ESE GASKET 23 3/8' DIA CL I594nn] _ 27 5/16' DI I694nn] 34 1/8' DI. 1 1/16' E27nn] [I51 nN STD. PLAN - 405 MARCH 2008 \L\\W�M W/AAWW COVER BOTTOM VIEW 3FC) HLT SOC. (ALLEN HEAD) s /e•al x Is ss RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' I27M] [6M] r- v8• 1 [3,w1 VB' IR" ] GASKET GROOVE DETAIL L-1 -1 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 "). 8 PUBLIC WORKS �• PION - 401 DEPARTMENT MANHOLE FRAME AND COVER _ DECEMBER 2008 LUA 07- 140 -SHP 5- 366302 RECOMMENDED FOR APPROVAL BY DATE B DATE BY DATE BY DATE BY - DATE `p Il S- 3663a-�- Win 2 I�ww+ Q z Q O N q �g Q a N� 1� Q J LL_ O � Z 2 N uo w Q Q Z co N O 0 I n