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Home My WebLink AboutC601 DetailsDIA. PIPE WALL WT. SEC. DIk "G" A 96" B GREATER THAN 45 TO 90' C 54"-66" D E 42" R-1 R-2 SKIRT 12 2 42"-48" 530 4 33"-36" 24 60" 48 7/8 72 7/8 24 10 1/16 9 60" 3 1/2 15 2 1/4 740 6 TURNS UP TO 45' 27 12"-21" 46 48" 73 TURNS UP TO 45' 30 12 1/2 11 3 1/2 18 2 1/2 990 9 27 46 73 36 15 1/2 12 4 21 2 3/4 1280 9 35 38 73 42 16 1/8 13 4 24 3 1520 9 1/2 43 1/2 30 73 1/2 48 16 11/16 14 4 1/2 27 3 1/4 1930 10 1/2 48 25 1/2 73 1/2 54 17 3/4 14 1/2 4 1/2 30 3 1/2 2190 12 54 19 3/4 73 3/4 60 18 5/16 15 5 33 3 3/4 3150 13 1/2 58 1/2 39 1/4 97 3/4 66 23 3/4 17 1/2 5 1/2 36 4 4100 15 63 34 3/4 97 3/4 72 24 1/16 20 5 1/2 42 4 1/2 5380 21 63 35 98 78 27 1/4 22 5 1/2 48 5 6550 24 72 26 98 84 28 1/8 22 5 3/4 54 5 1/2 8040 27 65 35 100 90 32 7/8 24 6 1/4 60 6 8750 30 60 39 99 96 36 3/4 24 6 3/4 66 6 1/2 10630 24 78 21 99 102 35 11/16 24 7 1/4 72 7 12520 34 78 21 99 108 38 5/8 24 7 3/4 78 7 1/2 14430 24 78 21 99 114 41 15/16 24 8 1/2 84 8 16350 24 78 21 99 120 44 13/16 24 9 MANHOLE PIPE PIPE TURNS DIA. "F" DIk "G" 96" 48" GREATER THAN 45 TO 90' 96" 54"-66" UP TO 60' 84" 42" GREATER THAN 45 TO 90 84" 48" TURNS UP TO 45' 72" 42"-48" UP TO 45' 72" 33"-36" GREATER THAN 45' TO 90' 60" 33"-36" STRAIGHT THRU 60" 24"-33" GREATER THAN 45' TO 90' 60" 24" GREATER THAN 45' TO 90' 60" 27"-30" GREATER THAN 45' TO 90' 60" 27"-30" TURNS UP TO 45' 60" 33"-36" TURNS UP TO 45' 48" 12"-21" GREATER THAN 45' TO 90' 48" 12"-21" TURNS UP TO 45' 48" 24" TURNS UP TO 45' U)'.— U). CP 0 v E a) 0 CL) E 0 I] 0 I D 0 0 wail 3 WON 1111111112 CD 0 cNi E 0 0 EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT—OF—WAY WITHIN 5' OF EDGE OF PAVEMENT "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY. ALL OTHER CONDITIONS REGULAR BACKFILL ALLOWABLE. MEM 1 1W "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY DEPTH OF BEDDING MATERIAL BELOW PIPE (d) MIN. 27" SMALLER 3" 30" TO 60" 66" LARGER NOTE: ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MINIMUM 9" CLEARANCE 6" SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE 4" MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH REGULAR BACK FILL 1/2 Bc 4" NOTE: WITHIN 5' OF EDGE OF PAVEMENT A 1.25Bc 12" OUTSIDE 5' OF EDGE OF PAVEMENT A 1.25Bc REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE r Iriltair H ipillailatraireilialion& I #IL Ilz IN. 1.25 Bc Tr II:-111011 II1 EDGE OF PAVEMENT, CURB, 1-11q1 AW' liolL GUTTER OR SIMILAR STRUCTURE II: 41 1N THE PUBLIC RIGHT—OF—WAY "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE PLASTIC PIPE (PVC HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE SEE PLANS FOR TYPE OF CASTING ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS FULL HEIGHT MANHOLE STEP REQUIRED 5' OR LESS..., MIN. 4" DIA. SUBSURFACE TILE "T" STUB WHERE REQ'D. 3" MIN; ON 6 OF #2 STONEN MANHpLE BASE SET GROUT 8" CLASS "A" CONCRETE NEENAH ANCHOR BOLTS GROUT AND BOLT TO PROVIDE WATERTIGHT SEAL MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 12" (MIN.) NOTE: ALL BEDDING AND INITIAL pACKFILL SHALL BE INSTALLED IN 6 TO 12" BALANCED LIFTS A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE iu 24" DIA.N U DIONSINZAZINMIIIMM•1 ereMr;WaillaTiWikrintiprOfei Miestlota*?... kfliatielVidki.2 5" (MIN.) MANHOLE TYPE "B" NO SCALE CONCRETE ADJUSTER RING NO SCALE #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED AND WALKED INTO PLACE PRECAST CONCRETE ADJUSTER RING IF NEEDED, (4 MAX.) ECCENTRIC CONE OR 4" REDUCER CAP AS REVD. BY SITE CONDITIONS 1'-0" MIN. OVER HIGHEST PIPE REDUCER CAP CASTING (SEE PLANS) 5" CONC. PRECAST OR POURED IN PLACE PERMISSIBLE. PREFORMED HOLE TO MAX. OF PIPE 6" WITH NON—SHRINK CEMENT GROUT 3" MIN. F ---i BASE 8" PER SECTION (MIN.) BENcH WALLS AT MIN. 1/2' PER FOOT SLOPE REINFORCED BAR #4 0 12" O.C. STEEL MESH AREA 0.12 in./Ft. OR APPROVED EQUAL NOTES: MANHOLE CONFORMS TO ASTM C-478 NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE 0-RING GASKET ASPHALTIC MASTIC OR O I:BU'TYL JOI RU ER SEAL BETWEEN MANHLE STEPS REQUIREp FOR STORM SEWER OVER 4 DEEP. CONCRETE ADJUVER RING (12" MAX.) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT—OF—WAY #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED AND WALKED INTO -7 PLACE LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE GREATER THAN 5' IN. 6" TOPSOIL TO ENSURE GRASS GROWTH REGULAR BACKFILL 12" (MIN.) NOTE: ALL BEDDING AND INITIAL pACKFIU. SHALL BE INSTALLED IN 6 TO 12" BALANCED LIFTS A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE #8 WASHED GRAVEL OR APPROVED EQUIVALENT (INDOT STD. SPECS.) PIPE MATERIAL: SHALL MEET GENERAL INDUSTRY STANDARD FOR CLAY, CONCRETE, CORRUGATED METAL, PLASTIC, OR D.O.T. APPROVED EQUAL, OPEN JOINT OR PERFORATED. INSTALLATION REQUIRED: BOTH SIDES OF ALL PAVEMENT, UNLESS WAIVED IN WRITING BY INDIANAPOUS DEPARTMENT OF TRANSPORTATION, 12" END CAP WITH 4" ORIFICE SWALE FLOW LINE "B" BORROW (SEE DETAIL) "B" BORROW (SEE DETAIL) I 2-111-11 END CAP DETAIL NO SCALE 6" MIN. i EARTH OR SIDEWALK SURFACE CONCRETE CURB PIPE UNDERDRAIN (TYPICAL INSTALLATIONS) NO SCALE "A 1 /2 "L" Pr CLASS "A" CONCRETE REQ'D. 41, 4 4 "4 BARS 5' LENGTH "A" SECTION "A A" SHAPED BOTTOM TO BE USED WHEN CLEARANCE BETWEEN PIPES IS 12" OR LESS, OR WHERE NOTED ON DRAWING. PIPE CROSSING ENCASEMENT DETAIL NO SCALE 0 V t) U) EE 4 6" #8 STONE BEDDING NOTE: 5" CONC. PRECAST OR POURED IN PLACE 5" OUTLET PIPE SEE PLANS FOR CASTING TYPE INLET TYPE WA (TYPICAL) (12" TO 18" PIPES) NO SCALE APRON AT ZERO GRADE FILTER FABRIC APRON LENGTH POST INDICATOR VALVE PIPE SIZE 15" and smaller 15" to 21" 21" to 30" 30" to 36" 36" to 48" METER IRON GATE VALVE DETECTOR CHECK WITH MINIMUM PRESSURE DIFFERENTIAL OF 1.5 PSI 8' 14' 20' 24' 27' NO OVERFALL PLAN VIEW ANGLE VALVE (LOCKABLE) SPRING CHECK VALVE 0' 2'—O" o LP 7 OUTLE)< PIPE SEE PLANS FOR CASTING TYPE 6" #8 STONE BEDDING NOTE: 5" CONC. PRECAST OR POURED IN PLACE INLET TYPE "J" NO SCALE 9.5' 16' 24' 27' 31' ROCK CHUTE NO SCALE ds 6" 6" to 9" 9" to 12" 12" to 18" 24" to 30" INDICATOR POST FORD METER BOX NO. 10 RING 20" LID OR EQUAL DETECTOR CHECK VALVE COPPER PIPES METER PIT CYLINDER WATER SUPPLY MAIN APRON LENGTH FINISH GRADE 3/4" METER FURNISHED BY WATER COMPANY NOTES: 1,) COMPACTED SAND OR GRAVEL BACKFILL EXTENDING 3 FEET BEYOND AND 2 FEET ABOVE EACH DETECTOR CHECK FLANGE IS REQUIRED, 2.) ALL MATERIALS ARE TO BE FURNISHED AND INSTALLED BY THE PLUMBER UNLESS OTHERWISE STATED ABOVE, FILTER FABRIC NO OVERFALL 3/4" HOSE END VALVE (OUTLET TURNED UP) 1" SOFT COPPER LINES FOR BYPASS SHALL HAVE A MAXIMUM OF 3" CLEARANCE AT DETECTOR CHECK FLANGE 24" BITUMINOUS OR APPROVED PLASTIC PIT CYLINDER, SET ON 4 BRICKS ON COMPACTED SOIL AT LEAST 4.5' BELOW FINISH GRADE ELEVATION NOTCH PIT CYLINDER AROUND DETECTOR CHECK VALVE DETECTOR CHECK VALVE POST INDICATOR NO SCALE INLET SANDBAGS ENCIRCLING BOX (1YP.)— PAVEMENT VARIES PLAN PAVED AREAS 2"x2" INTERIOR REINFORCEMENT ELEVATION PAVED AREAS 2"x2" POST (TYP.) NON—WOVEN FILTER FABRIC ATTACHED TO ALL SIDES 2"x2" INTERIOR REINFORCEMENT 2"x2" (TYP.) 2"x2" POST (TYR) NON-WOVEN FILTER FABRIC ATTACHED TO ALL SIDES INLET LAP FABRIC MIN. 12" ONTO PAVEMENT 'N.n":• •0•04C4 (CONSTRUCTION SAME AS ABOVE) SIDE VIEw SHOWING INLET z INLET 0 SIDE VIEW PAVED AREAS NOTES: NON-WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX. SILT BOXES TO BE LOCATED AT EACH CATCH BASIN. *DIMENSIONS OF BOX WILL VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. SILT BOX DETAIL NO SCALE VARIES PLAN GRASS AREAS NON-WOVEN FILTER FABRIC ATTACHED TO ALL SIDES •ee.N Wi**::**:•• a**•1 INLET X-t-44,4:***4 r**:+■VM M*;•,:.M ett:WAVA4.... I I ELEVATION GRASS AREAS SIDE VIEW GRASS AREAS 2"x2" POST (TYP.) NON-WOVEN FILTER FABRIC ATTACHED TO ALL SIDES 2"x2" INTERIOR REINFORCEMENT 2"x2" INTERIOR REINFORCEMENT 2"x2" POST (TYP,) GROOVED END ON OUTLET END TONGUE END ON INLET END 1111. WWI PLAN VIEW 9 -J t ../k GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATION C 76 LONGITUDINAL SECTION *TOLERANCE 1* 12" C TO C MAX. SPACING SECTION Y—Y PAY LENGTH OF CULVERT HOOK 4:7 r144 4 op PIPE CULVERT 1 1/2"R 4 p It COMPUTED LENGTH OF CULVERT .1 END SECTION LENGTH (D) SLOPE DETAIL 12"C. TO C. r MAX. SPACING I CONCRETE END SECTION lv E 2T SECTION A—A CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. 3/4"x12" HOOK BOLTS GALV. NOTES: CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A,S.T,M, DESIGNATION C-76 CLASS II (AS SET OUT IN STANDARD SPECIFICATIONS), REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFORCED CONCRETE, A,S.T.M, DESIGNATION C-76 CLASS II FOR THE SIZE OF CONNECTING PIPE. REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" POFMON, THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO THAT THE FLOW UNES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 1O'-0 IN LENGTH. VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M. DESIGNATION C-76. PRECAST CONCRETE END SECTION NO SCALE o z 0 N 0 co (I) v3 E L 0 0 0 0 0 0 0 0 00) co Nf UD ci SHEET NO. C601 cNi 0 0 0 3- a) C C CO co 1:3 U) 0 3- -a rc; 0 o 0 Cc; a.) 0 L 0