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HomeMy WebLinkAbout03090026 C7.1 Site DetailsI_ Wall Wt. Sec. 4" A 8 C 0 [GNS, Dia. +1 R -1 R -2 Skirt 12 60 2 1ExillIAN NAPOLIS, 1/2 530 36 4 24 48 7/8 72 7/8 24 13 ol. 1/16 9 3 1/2 15 r p I R! I I ����i p :ik h p si i 1T ••.�L P e 4 PE880303 STATE OF X ;VDIA'N j A S S ONA1- N i iilIIIII t; 5 Z/1 DATE: 09/19/2003 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2 18 F7 1/2 &M 1/2 990 9 27 46 73 36 19 15 1/2 12 4 21 2 3/4 2 1/4 1280 DWN BY: K R C CHKD. BY: RRH SCALE: NONE 1/4 DATE: 09/1 9/03 PROJECT NUMBER 03 -188 DESIGN PHASE CONSTRUCTION PLAN NUMBER C7.1 SHEET OF 1/8 Dia. d (MIN) Wall G or T Wt. Sec. 4" A 8 C 0 E Dia. +1 R -1 R -2 Skirt 12 60 2 1 1/2 530 36 4 24 48 7/8 72 7/8 24 13 10 1/16 9 3 1/2 15 2 1/4 2 740 6 27 46 73 30 16 12 1/2 11 3 1/2 18 2 1/2 2 1/2 990 9 27 46 73 36 19 15 1/2 12 4 21 2 3/4 2 1/4 1280 9 35 38 73 42 22 16 1/8 13 4 24 3 2 1/2 1520 9 1/2 43 1/2 30 73 1/2 48 25 16 11/16 14 4 1/2 27 3 1/4 2 1/2 1930 10 1/2 48 25 1/2 73 1/2 3/4 54 60 28 31 17 18 3/4 5/16 14 1/2 15 4 1/2 5 30 3 1/2 3 2190 12 54 19 3/4 33 3 3/4 3 3/8 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 34 23 3/4 17 1/2 5 5 1/2 1/2 36 4 3 1/2 4100 15 63 34 3/4 97 3/4 72 37 24 1/16 20 42 4 1/2 3 3/4 5380 21 63 35 98 78 43 27 1/4 22 5 1/2 48 5 4 1/4 6550 24 72 26 98 84 49 28 1/8 22 5 3/4 54 5 1/2 4 3/4 8040 27 65 35 100 90 55 32 7/8 24 6 1/4 60 6 5 8750 30 60 39 99 96 61 36 3/4 24 6 3/4 66 6 1/2 5 1/2 10630 24 78 21 99 102 67 35 38 11/16 5/8 24 24 7 7 1/4 3/4 72 7 6 12520 34 78 21 99 108 73 78 7 1/2 6 1/2 14430 24 78 21 99 114 79 41 15/16 24 8 1/ 84 8 7 16350 24 78 21 99 120 85 44 13/16 24 9 ID d (MIN) 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" DIMENSIONS (INCHES) B (I.D.) C (MIN) A (MAX) 18 48 25 21 48 28 24 48 31 27 60 34 30 60 38 33 60 41 36 60 44 42 60 50 1 1 #8 COMPACTED STONE 9 NEENAH R- 1980 –C OR APPROVED EQUAL. PRECAST MANHOLE SECTION 3" MIN. J COVER /v y y 1 LAWN AREA CONCRETE GRADE RINGS (ASTM– C -478, 4000 PSI) UTILIZED TO RAISE TO FINISH GRADE, MAX. ALLOWABLE HEIGHT OF RISE RING IS 12 FINISH GRADE 6" MIN. MANHOLE STEPS AT 16" MAX. ON CENTER. (SEE DETAIL) GROUT SLOPE (SEE DETAIL) 6 #53 COMPACTED STONE CONCRETE COLLAR J 0 co COMPACTED SOIL BACKFILL \i /1,< NEVAISWIALWAS 6 "(TYP) o 4 HEAVY DUTY LAMPHOLE CASTING W/ SOLID LID, NEENAH R- 1974 OR EQUAL low MIR 7/8' SEWER MAIN SEWER MAI PAVEMENT AREA SANITARY MANHOLE TYPE "C" NOT TO SCALE 0" MAX. /i WYE 45• BEND MAXIMUM CLEANOUT SPACING TO BE NO MORE THAN 100 FEET. CLEANOUT DETAIL NOT TO SCALE CASTING TYPE NEENAH R -1772 4 BARS ®6" O.C. EACH WAY 45? WYE FITTING 45? ELBOW PLAN I 45? WYE FITTING o w FINISH FLOOR 4' MIN. SEE UTILITY PLAN FOR INVERTS EXISTING GRADE i w O 0 45? ELBOW ELEVATION LATERAL DETAIL "A" NOT TO SCALE LATERAL PRECAST ECCENTRIC CONE CONCENTRIC CONE OR PRECAST COVER. BARREL SECTION -48" DIA. ASTM C -478 CLASS A REINFORCED CONC, PIPE 4000 PSI COMPACTED SAND 0 FLEXIBLE PIPE SLEEVE PIPE THICKNESS 1/2 DIA. +2" EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT –OF –WAY #8 WASHED STONE IF WITHIN 5' OF EDGE OF PAVEMENT, USE "6" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY FOR ENTIRE TRENCH BACKFILL LEGEND OD OUTSIDE DIAMETER ID INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE INSTALLATION REQUIRED 1. EXTENDING 20' FROM STORM INLETS OR MANHOLE WHERE SHOWN ON THE UTILITY GRADING PLAN. 2. PIPE MATERIAL PER INDIANA DEPT. OF TRANSPORTATION SPECS. No. 718.02 MIN. SANITARY SEWER BENCH SLOPE 1/2" PER FOOT NOT TO SCALE MIN. 4" PIPE UNDERDRAIN UNDER PAVEMENT NOT TO SCALE 1 /4"/1' a LIM a STANDARD MANHOLE BENCHES DISTANCE DEFINED BY D.O.T. REQUIREMENT MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT DEPTH OF BEDDING MATERIAL BELOW PIPE REINFORCED CONCRETE PIPE (RCP) BEDDING /TRENCH DETAIL NOT TO SCALE PAVEMENT .r er 1 y 4' -0" a SECTION A -A a 4 4' DIAMETER PERFORATED HIGH DENSITY POLYETHLENE PIPE WITH "HIGHWAY SOCK FILTER" a 4 CONCRETE GROUT BENCH PIPE DIA. MAXIMUM OPENING THAN O.D. 4" GREATER OF PIPE COMPACTED #53 STONE IF NOT WITHIN 5' OF EDGE OF PAVEMENT: USE "8" BORROW COMPACTED TO 90% STANDARD PROCTOR DENSITY TO 1/6 OF PIPE DIAMETER AND REGULAR 1/6 OD BACKFILL TO TOP OF TRENCH _1111 1 2 #4 BARS AT 28" LONG 6" MIN. (TYP.) NON– SHRINK GROUT #8 STONE OR APPROVED EQUIVALENT BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE. NOTES; 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 1/2" CEMENT MORTAR 6" MIN PRECAST MANHOLE SECTION MAX. OPENING 4" GREATER THAN 0.0. OF PIPE 0 tom` EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT OF WAY 34" 22" 0 0000 CII= CICI0= G7 C7 c: c i =CI CI C3 CI ©C I 0 CM =3= o o PLAN VIEW Aft 'NMI 11; qp 0 2" MIN. \\/N CROSS SECTION NEENAH R -1772 #8 STONE OR APPROVED EQUIVALENT. BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TO A MIN. OF 12" ABOVE TOP OF PIPE. PAVEMENT INLET TYPE "A" NOT TO SCALE PAVEMENT LAWN AREA AREA ',pill 1/ a 1• 0.0_ 0 00 R LEGEND OD OUTSIDE DIAMETER OF PIPE ID INSIDE DIAMETER OF PIPE DISTANCE DEFINED BY D.O.T. REQUIREMENTS 0 N M NEENAH R -3472 r\ 7' ----#4 BARS AT 12 n 0.C., E.W. ce 4" UNDERDRAIN 6" COMPACTED #53 AGGREGATE MAXIMUM OPENING 4" GREATER THAN 0.0. OF PIPE 6" TOPSOIL 6" TOPSOIL 2 #4 BARS AT 28" LONG 6" MIN. (TYP. NON– SHRINK GROUT CONCRETE 0 RINGS 8" PRECAST REDUCER CAP 6" #4 REBAR 6" 0.C. EACH WAY MANHOLE STEPS REQUIRED IF DEPTH EXCEEDS 4' -0" (AT 16" MAX. ON CENTERS) NOTES; 1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC HDPE) BEDDING/TRENCH DETAIL NOT TO SCALE 12" MIN. OD O w 0 re 0 j, l 10 MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT MINIMUM WIDTH 1.25 OD 12" \V HOLE SIZE VARIES NON– SHRINK GROUT BARREL SECTION ASTM C -478 CLASS A REINFORCED CONCRETE PIPE 4000 PSI 4" COMPACTED #53 STONE "B" BORROW OR EQUIVALENT GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY TO TOP OF TRENCH IF LESS THAN OR WITHIN 5' OF EDGE OF PAVEMENT. IF GREATER THAN 5' FROM EDGE OF PAVEMENT, AREA TO BE BACKFILLED WITH CLEAN MATERIAL THAT SHALL CONTAIN NO MORE THAN 10" PASSING A No. 200 SEIVE. 34" 22" PLAN VIEW 4" UNDERDRAIN CROSS SECTION NEENAH R -3286 CURB INLET TYPE "A" NOT TO SCALE PLACE 1/2" DIA EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL) NON– ASPHALTIC MASTIC OR BUTYL RUBBER PLASTER ACCEPTED ALTERNATIVE. 4" COMPACTED #53 STONE NOMINAL 1 /2" BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYPICAL) 4 Q GASKET DETAIL A 0 PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING NON SHRINK GROUT MAX. OPENING 4" GREATER THAN 0.D. OF PIPE NON SHRINK GROUT C PLAN 24" I.D. B HOLE SIZE VARIABLE NEENAH CASTING R- 4215 –C 2 #4 BARS 36" LONG 34" OR 36" 0.0. SECTION A -A f J f G OR T GROOVE OUTLET END) (TO –INLET END) SECTION A -A PLAN VIEW 0 41.111111111 1 11111.111111, ba Q 1 Q 0 6" MIN __t_ A63' WALL 6" (TYP.) 2 -12" 1/2" (1) 4" MIN E 4" UNDERDRAIN 6 1_0•11`" •►•I •1111 i c 1 c U U I I JUCV�Jo UvL CROSS SECTION INLET TYPE "E" 0 NOT TO SCALE C7.1 HORIZONTAL FLARE VERTICAL FLARE SECTION B -B NOTE: MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. PRECAST CONCRETE FLARED END SECTION 03 s N 34 1/2"x34 1/2", 1" DEEP RECESS 6" TOPSOIL REBAR AT 12" 0.C., E.W. 4" COMPACTED #53 STONE –1/2" R _4._ 1/32 TAPER PER INCH PER SIDE 1