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HomeMy WebLinkAbout05060041 C802 Site DetailsMARK POTABLE NON POTABLE SYSTEM -150 PSI TEST PRES 4" 6" 8" 10" 12" 16" A (901 1.1 2.6 4.6 7.5 10.4 18.2 B (45) 0.7 1.4 2.5 4.0 5.7 9.3 C (22 1/21 0.3 0.8 1.3 2.0 2.9 5.3 MANHOLE PIPE PIPE TURNS DIA. "F" DIA. "G" 24" 96" 48" GREATER THAN 45-90' 96" 54 -66" UP TO 60' 84" 42" GREATER THAN 45' -90' 84" 48" UP TO 45' 72" 42 -48" UP TO 45' 60" 33 -36" STRAIGHT THRU 60" 27"-33". GREATER THAN 45' -90' 6" 10 6 24" .9F cr SEWER WATER KOR -N -SEAL OR EQUAL EXPANDING BAND FLEXIBLE BOOT STAINLESS STEEL EXTERNAL CLAMP 6" MIN. #2 STONE :11 4146 PIPE FIRE HYDRANT MUELLER CENTURION OR EQUAL DRAIN (KEEP OPEN) CRUSHED STONE CONCRETE THRUST BLOCK FIRE HYDRANT ASSEMBLY 18" MINIMUM CROSSING MARINE PLYWOOD (TYP.) PIPE SIZE PER PLANS 10' MINIMUM WATER MAIN GRADE PIPE PRECAST MANHOLE BOTTOM RESILIENT PACKING TO AVOID SHEAR EFFECT PIPE CONNECTION TO MANHOLE NOTES: 1. FLEXIBLE CONNECTORS SHALL CONFORM TO ASTM C -923 2. THE CAST -IN -PLACE INFLATABLE GASKET SHALL CONFORM TO ASTM C -923 3. ALL CONNECTIONS SHALL PROVIDE A WATERTIGHT SEAL BETWEEN THE PIPE AND MANHOLE. THE CONNECTOR SHALL BE THE SOLE ELEMENT RELIED UPON TO ASSURE A FLEXIBLE WATER TIGHT SEAL OF THE PIPE TO THE MANHOLE. THRUST BLOCK TABLE STEAMER CONNECTION NOTE: IF LESS THAN 18" VERTICAL SEPARATION BETWEEN TOP OF SEWER LINE AND BOTTOM OF WATER LINE, THE SEWER PIPE SHALL BE WATER MAIN GRADE PIPE FOR A MINIMUM OF 10' IN EACH DIRECTION, WITH JOINTS AS FAR AS FROM WATER LINE AS POSSIBLE. WATER SEWER INTERSECTION DETAIL PARALLEL NOTES: 1. ABOVE TABLE INDICATES CU. FT. OF CONC. REQUIRED WITH SOIL PRESSURE OF 2000 P.S.F. MIN. 2. PLACE PAPER OR PLASTIC BETWEEN FITTING CONCRETE. 3. ALL CONCRETE TO BE 18" MIN. THICKNESS FROM FITTING TO SOIL. COMPACTED BACKFILL CRUSHED STONE NO. 8 COURSE AGGR. REQ'D. 6" PERF. CORRUGATED POLYETHYLENE TUBING (ASTM F 405) MIN. SLOPE 0.20% SUBSURFACE DRAIN AMOCO 4535 GEOTEXTILE (PAVED AREAS) UNDISTURBED EARTH WATER MAIN M.J. TEE CONCRETE THRUST BLOCK (EXTENDS HALF -WAY UP SIDE OF PIPE) NOTE: VALVE TO BE PLACED ON MAIN SIDE OF STREET TYPICAL PAVEMENT SECTION (SEE DETAIL FOR DIMENSIONS) BOTTOM OF TRENCH NY VY 3500 PSI CONCRETE CONCRETE CRADLE DETAIL 1" NOTE: TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER ENGINEER'S DIRECTION, OR WHERE NOTED ON THE CONSTRUCTION PLANS. A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETE MUST NOT COME INTO CONTACT WITH FORCE MAIN. AT LEAST r OF SAND MUST BE PLACED AS A CUSHION AROUND THE FORCE MAIN. IF THE CONFLICT IS BETWEEN A WATER MAIN AND ANY SANITARY SEWER PIPING, 18" CLEARANCE MUST BE MAINTAINED OR NOTE ABOVE APPLIES AND ONLY GRANULAR FILL MAYBE USED. /A 6" BUILDING DRAIN CLEANOUT TYPE I OUTSIDE CLEANOUT PLUG GRADE ADAPTER 6" PVC PIPE 1/8 BEND A MIN. 4" DIA. PIPE CLEANOUT SHALL BE INSTALLED WITHIN THREE (3) FEET OF OUTSIDE BUILDING WALL. A PLUG SPECIFIED BY THE PIPE MANUFACTURER SHALL BE USED TO ENSURE 100% WATERTIGHTNESS. 3' FROM BUILDING (TYP.) BELL HOLES SHALL BE PROVIDED UNDER PIPE NO. 8 COURSE AGGR. REQ'D. AMOCO 4535 GEOTEXTILE 6" PERF. CORRUGATED POLYETHYLENE TUBING (ASTM F 405) MIN. SLOPE 0.02% SUBSURFACE DRAIN (NON PAVED AREAS) Perspective View -earth cut away CRADLE SHALL BEAR ON UNDISTURBED EARTH 1/8 BEND 45' (6" X 6 6" SEWER LATERAL •Illr111111:1!, I1111111111111111R w 0 I.i I/) MIN. FALL PLAN VIEW 1/4" PER FOOT TRUNK LINE LATERAL MIN. SIZE 6" 1 /8 BEND ELEVATION SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 15' DEEP) PLAN VIEW PLAN VIEW BUILDING LATERAL MIN. SIZE 4" COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND BEND. IF PROPER COMPACTION CANNOT BE ACHIEVED, PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1/8 BEND. 1" C.I. LOCATOR ROD OR MAGNETIC TAPE INSTALLED PER SEC. 7.02 -C RIGHT -OF -WAY LINE 1" PLACE 1/2" DIA. EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY SEE DETAIL PLACE 1 /2" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN KEYWAY SEE DETAIL POSS. INLET PIPE CLAONSS ETnA" NOTE. 6" CONC. PRECAST OR CCRE POURED IN PLACE MANHOLE BASE SET ON 6" OF #8 OR #2 STONE INLET TYPE "A" (MODIFIED) �30 1/2" DIA. 1/4" 30 1/8" DIA GASKET DETAIL 1 6" BUILDING DRAIN SECTION "A "A" N RISER RING THICKNESS 4 -12" -1/4 OUTSIDE DIA. 34" OR 36" /4 /8 /4" PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING NOMINAL 1/2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS. ADJUSTING RING DETAIL -5' MAX. PLAN ice SECTION 24" CLEANOUT TYPE II 24" I.D. 27 3/4" 34" O.D. OUTLET PIPE SECTION "A "A" NOTE: 1/8 BEND TO BE INSTALLED AT THIS POINT WHEN 90 DEFLECTION TO LATERAL IS REQUIRED 'RECAST CONCRETE AD LISTING RING OR FLANGE OF CASTING L NORMAL 1/2" BUTYL RUBBER BA;':. EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) SEE SPECS. GASKET DETAIL (NOT TO SCALE) OUTSIDE GRADE CLEANOUT PLUG ADAPTER 6" PVC PIPE 1/4 BEND PIPE (SEWER LATERAL) 0 0 0 0 0 NOTES: FLOWABLE FILL SITE. 15" RCP 1 1/2" H.A.C. #11 SURFACE t i 15" INV.= 812.50 EXISTING BITUMINOUS PAVEMENT CASTING AS SPECIFIED s NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE. EXISTING PAVEMENT IS TO BE SAW CUT FOR A CLEAN BREAK. TRENCH SPOIL IS TO BE REMOVED FROM THE WORK BITUMINOUS TACK APPLIED AS PER "INDIANA DEPT. OF HIGHWAYS STANDARD SPECIFICATIONS 1988" SECTION 409 902. ALL LANE MARKINGS, STRIPING, STOP BARS, ETC. DISTURBED OR REMOVED DURING EXCAVATION ACTIVITIES, SHALL BE RETURNED TO THEIR ORIGINAL CONDITION. D 4" ORIFICE C� ELEV. 842.50 TOP OF ORIFICE PLATE 846,35 (MINIMUM)// 0 LIMITS OF PATCH s D a •D►. 12" INV.= 842.50 4" UNDERDRAIN FROM STORMTECH UNITS ELEV. 842.50 WEST OUTLET CONTROL STRUCTURE No.736 FINISH GRADE t INF1SHIELD "UNIBAND" BUTYL RUBBER MANHOLE CASTING SCHEDULE MAMyFACTUmr. SELF SEALING WATERTIGHT NEENAH I R -1642A R- 19)6 --F1 EAST JORDAN I 1045Z2 la+f:SWT' CASTING SHALL BE EITHER SELF SEALING OR WATERTIGHT, I(SEE PLAN PROFILE SHEETS FOR CASTING TYPE). LIDS ;SHALL BE STAMPED "SANITARY SEWER" AND HAVE CLOSED I PICKI-IOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2' 'KENT SEAL, OR SINGLE ROW OF 1" KENT SEAL (SEE (MANHOLE CASTING SCHEDULE). J 2 r PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL MANHOLE STEPS PER SPECS INTERIOR JOINTS AND LIFT HOLES SHALL BE SEALED WITH NON- SHRINK GROUT PER SPECS, NO GROUT ABOVE TOP OF CONE SECTION SET BARREL JOINTS ;M TH9 RUBBER TYPE GASKET EQUAL TO AST NI C -443 AND ON DOUBLE ROW OF X" KENT SEAL OR SINE ROW OF 1" (KENT SEAL MANHOLE REINF. PER ASTM SPECS PIPE DIA. PER PLAN PROFILE eENCHWALL SHALL BE CLASS "8" CONC. BENCHWALL HEIGHT SHALL BE 60% OF PIPE DIA. 'MANHOLE TO PIPE CONNECTION BOOTS. jINCLUiDING LATERALS, SHALL BE A -LOCK, DURA SEAL OR APPROVED EQUAL PRESS SEAL, jKOR'4.•SFAL AND OTHER FLEXIBLE BOOTS ISHALL NOT BE USED IN MANHOLES W1 `H PIPE 'INVERT DEPTHS OF 14 FT. OR GREATER. 6" MIN. COMPACTED #8 STONE SANITAR" ViANH LE TYPE A:s NOT TO SCALE DETAIL FOR CUT ROAD PATCHING MANHOLE 12" HOPE PIPE STORMTECH UNITS ON ALL CUTS, ROADS THAT REQUIRE THE EXISTING PAVEMENT TO BE REMOVED THE DETAIL AS SHOWN BELOW SHALL BECOMVE A PART OF THIS PERMIT. SAW CUT FOR CLEAN BREAK 1 1/2" H.A.C. SURFACE (MAXIMUM) p D D e D -44 oP p P 1' -O (MINIMUM) EXISTING BITUMINOUS PAVEMENT PRECAST CONCRETE SPACERS OR SCUD CONCRETE BLOCK MORTAR PER DPW SPECIFICATIONS LEGEND PLAIN CONCRETE IS TO BE FINISHED 1 1/2" BELOW EXISTING PAVEMENT. CUT SHALL BE STEEL PLATED DURING CONCRETE CURE TIME AND UNTIL ASPHALT IS APPLIED. INLET TYPE "E" 15" RCP EAST OUTLET CONTROL STRUCTURE No.738 MIN. 4" DIA. SUBSURFACE TILE, "T" STUB WHERE REQ'D. 3" MIN. 3" MIN. NOTE 6" CONC. PRECAST OR POURED IN PLAN 15" INV.= 81.95 CASTING AS SPECIFIED p D s D. INLET CASTING OR GRATE FRAME AS SPECIFIED PIPE CONNECTIONS PER TABLE 404-1 OF SPECIFICATIONS INLET STRUCTURE BASE SET ON 6" OF #8 OR #2 STONE NOTES: 1. DIMENSIONS SHOWN IN CONFORMANCE WITH INDIANA DEPT. OF TRANSPORTATION (INGOT) SPECIFICATIONS. 2. POURED BENCHWALL AND PIPE CONNECTION VARY WITH BOX TYPE SPECIFIED. 3. HEIGHT DIMENSION 1AAY VARY AS REQUIRED BY SITE CONDITIONS. 3 1/2" ORIFICE ELEV. 841.95 TOP OF ORIFICE PLATE 844.75 CLASS "A" CONCRETE ft •D CASTING FRAME AND COVER AS SPECIFIED ON STORM PLAN PROFILES 4 p 1 4 2' -0" DIA 4'-O" DIA. 01 f or Ay Army i i �i ii f i i. 1 6" TYP. FULL HEIGHT MANHOLE STEPS AS SPECIFIED ce 0 0 DIA. :D• 1 D: A f -•12" INV.= 841.95 4" UNDERDRAIN FROM STORMTECH UNITS ELEV.= 841.95 MANHOLE 12" HDPE PIPE STORMTECH UNITS OII NOTE: 6" CONC. PRECAST OR POURED IN PLACE INLET TYPE "J" PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (4 MAX.) (SEE ADJUSTING RING DETAIL) ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS. STANDARD PRECAST MANHOLE CAP OR CONE CONCRETE REDUCER CAP 8" MIN. INLET STRUCTURE BASE SET ON 6" OF #8 OR #2 STONE 0 -RING GASKET ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN M.H. JOINTS PREFORMED HOLE TO MAX. OF PIPE O.D. +6" W /NON- SHRINK CEMENT GROUT SLOPE 1/2" PER FOOT NOTE: MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE PRECAST CONCRETE MANHOLE BASE MANHOLE BASE SET STORM MANHOLE /INLET TYPE "F" ON 6" OF #8 OR #2 STONE REVISIONS 1/11/06 REVISED PER COMMENT LETTER DATED 1/10/06 AND ADDED SHEET C402 MG ai �u►utuull +urrr O N. 10302066 S TATE OF o/ r i N r N r l n H l n i t u� DRAWING DATE: PROJ. NO.: DRAWN BY: 2308C803 12/16/05 2308 dwp SHEET NO.: C802 TUBE FILE I--- 0 7 LLI CC W s L C: a. 0 0 L m C C 0 0 4.0 N C. 0 0 C U) 0 n. 0 C 0 C 0 0 a) (I) L 0 0 a3 U) 0 0 d• co 1 0 0 MPA MELTON—PACKA.RD 8c ASSOCIATES Civil Engineers Land Planners 8444 Castlewood Drive Suite 700 Indianapolis, Indiana 46250 STREET se CARMEL FACE OF BUILDING