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Home My WebLink About102,103-00 East 96th St Auto Park Sanitary Sewer DetailsCAST IRON FRAME --\ AND LID INSTALLED FLUSH WITH FINISHED GRADE IN PAVEMENT AREAS MATCH:=t r EXISTING ` BACKFILL WITH COMPACTED GRANULAR MATERIAL UNDER PAVEtACAIT ADCAC 45' WYE CND OF SEWER M FINISHED GRADE FOR UNPAVED AREA 010.1 WITHOUT FRAME AND LID BACKFILL WITH SELECT EXCAVATED MATERIAL FOR UNPAVED AREAS SEWER CLEANOUT NO SCALE SANITARY SEWER BENCH SLOPE = 1/2" PER FOOT PROPOSED EDGE OF PAVEMENT NOTE: 'PLUG L SEAL FOR \ � F UtURE LUNNEU I ION 1 \ OR BUILDING DFAIN.. STANDARD MANHOLE BENCHES NO SCALE 5' THE CONTRACTOR SHALL BE AWARE THAT IF THE TOP OF THE TRENCH IS WITHIN 5 FEET (5) OF THE PROPOSED FUTURE BACK OF CURB THAT GRANULA BACKFILL SHALL BE PLACED IN THE EXCAVATION AND COMPACTED PER INDC SPECIFICATIONS FOR SUCH AREAS. THIS DISTANCE WILL BE CHECKED AT RANDOI INTERVALS DURING THE CONSTRUCTION. VARIES EXISTING GRADE -- TRENCH DETAIL WITH SAFETY BOX NO SCALE NOTE: MANHOLE CONFORMS TO ASTM C-478 JOINT CONFORMS TO ASTM C-443 TC = ELEV.� BUTYL RUBBER BASE EXTERIOR BACKPLASTER MATERIAL. 1/4"± 1/16' ::!i7!V MIN. THICKNESS FROM 2" BELOW TOP OF CONE TO CASTING, PER SPECS. POLYPROPYLENE OR PLASTIC COATED CAST IRON STEPS SEAL EACH JOINT W/BUTYL RUBBER BASE COATING 6' ABOVE & BELOW EACH JOINT (INSIDE JOINTS TO BE FILLED W/"PRECO" PLAN VER NEENAH R-1642 CASTING W/ SELF SEALING LID do CONCEALED PICK HOLES AND STAMPED "SANITARY SEWER' FINISH GRADE TO DRAIN AWAY FROM CASTING PRECAST CONCRETE ADJUSTER RINGS 4" MIN. -12" MAX. ECCENTRIC CONE SECTION 16" MAX. 0 -RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT SEAL OR EQUAL) PLUG MATERIAL) 24' MAX. PRECAST CONCRETE SECTIONS FLOW CHANNELS THROUGH MANUFACTURED GASKET OR BOOT AROUND PIPES MANHOLES SHALL BE U -SHAPED W/BENCHWALLS EXTENDING TO CONC. BASE CROWN OF PIPE . 3" MIN. I T 6" FOR DIA. OF 4' 1 8" FOR DIA. GREATER THAN 4' LATERALS ENTERING MANHOLE SHALL BE PLACED AT BENCH LEVEL mini ,ya 0 O 12" o.c.-B W. GROUT BENCH 5" 4'-0' DIA. MIN. 1/2" PER MIN. 6" OF #8 CRUSHED STONE BEDDING FOOT SLOPE TC. = TOP OF CASTING ELEVATION SANITARY SEWER MANHOLE NO SCALE ( CARMEL CLAY DISTRICT ) WCE EXCAVATED MATERIAL MATERIAL TO BE COMPACTED #8 CRUSHED STONE ,OR ROCK OR OTHER INCOMPRESSIBLE ,..-._..,ALS, THE TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6" AND REFILLED W/I{8 CRUSHED STONE. ALL FILL IS TO MEET CLAY TW. REGIONAL WASTE DISTRICT STANDARD. FLEXIBLE PIPE BEDDING DETAIL NO SCALE SANITARY SEWER WATER MAIN PLAN z_ 10' MIN. 10' MIN. O i 2' WATER MAIN o C5 SANITARY SEWER � CLASS 22 MECH. JOINT C.I. OR CLASS 2 D.I. PIPE CONC. COLLAR k COUPLINGS rBLE COUPLING OR ADAPTOR USED WHEN LESS THAN 18" OR IN CASES WHERE WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and seperations shall be in accordance with Ten Stnte itnndnrds and loco) codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot seperotion, the appropriate reviewing agency may allow deviation on a case—by—cose basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at on elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical seperation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing sholl be arranged so that the sewer joints will be equidistant and as for as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontol and vertical seperation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER & SEPARATION NO SCALE (WATER MAINS & SANI. SEWERS) 2" LETTERS, RECESSED, FLUSH WITH SURFACE Q rcPa❑❑�� 0❑❑❑OD ❑❑ Q D ❑❑ ❑❑� In❑❑ ❑❑1 o❑❑ ❑❑ d � ❑❑ D❑❑❑❑D \a kC❑❑oN "SELF-SEALING" .--I Q APPLICATION-\ NEENAH R-1642 OR EQUIVALENT, W/ SELF—SEALING APPLICATION. WATERPROOF CASTINGS SHALL BE NEENAH R -1916—F1 OR EQUIVALENT. ALL CASTINGS TO BE STAMPED "SANITARY SEWER". MACHINED BEARING SURFACE 6• TC=ECFV. j___ —1 6' I- - 24' 26 3/8' SECTION "A -A" SANITARY SEWER _ A-30 NO SCALE MANHOLE rRAME AND COVER PLACE 1/2" DIA. EXTRI PREFORMED GASKET MI --- IN EACH KEYWAY -SEE DETAIL PLAN VIEW NOMINAL 1/2' BUYTL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL TYP. CONCRETE MAY BE FLOWABLE MORTER PER IN.DOT SPEC. 213 OR #2500 READY MIX CONCRETE. 6" v v THIS TYPE OF CONCRETE ENCASEMENT IS USED WHEN STORM SEWER IS BELOW SANITARY SEWER WHERE SHOWN ON PROFILE AND ALSO FOR CREEK CROSSING. SANITARY SEWER CONCRETE ENCASEMENT DETAIL NO SCALE GASKET DETAIL 24" I.D. 27 3/4" PRECAST CONCRETE ADJ. RING OR FLANGE OF CASTING. I—r1 34" 0. D. SECTION "A -A" ADJUSTING RING DETAIL NO SCALE CONTRACTOR SHALL PLACE A 5' POST EXPOSED 2' MINIMUM O GRADE DIRECTLY ABOVE LATERAL END. POST TO BE PAINTED RED TO ASSIST IN LOCATING LOCATION. NOTE: DEPTH OF PIPE AT PROPERTY LINE TO BE APPROXIMATELY 9' BELOW ESTABLISHED GRADE EXCEPT WHERE A MIN. GRADE OF 1.00% FROM MAIN SEWER FIXES A LESSER DEPTH 6" PVC PLUG SEALED IN PLACE NOTE: MAGNETIC LOCATOR TAPE TO BE PLACED AT END OF EACH LATERAL. NOTE: BEDDING REQUIREMENTS FOR LATERALS SHALL BE THE SAME AS FOR MAIN SEWER LINE. PLAN 3.0' PROPERTY LINE 2.0' 6" PVC PIPE PER SANITARY SEWER SPECIFICATIONS (SDR 35) MINIMUM GRADE = 1.00% ISOMETRIC LONG RADIUS CURVE LATERAL CONNECTION DETAIL NO SCALE