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Home My WebLink AboutC601 DetailsDIA. PIPE WALL WT. SEC, DIA, "G" A 96" 13 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 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" DIA, "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 GREATER THAN 45' TO 90' 48" 12"-21" TURNS UP TO 45' 48" 24" TURNS UP TO 45' it; 0 E 0) 0 0 L.r) 0 0 0 0 0 (.1 m 0 LJ v) c■I 0 o 0 0 0) c DD 0 0 a- 0 16 •0 go- o) rt; LLJ 0 0 (NI 0 0 0 0 0 0 a_ 0 EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE WITHIN 5' OF EDGE OF PAVEMENT "8" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY. ALL OTHER CONDITIONS REGULAR BACKFILL ALLOWABLE. "Er BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY DEPTH OF BEDDING MATERIAL BELOW PIPE D 27" SMALLER 30" TO 60" 66" LARGER 4. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE s e" 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 FULL HEIGHT MANHOLE STEP REQUIRED MIN, 4" DIA. SUBSURFACE TILE "T" STUB WHERE REVD. NEENAH ANCHOR BOLTS GROUT AND BOLT TO PROVIDE WATERTIGHT SEAL (d) MIN. 3" 4" 6" 5' OR LESS.•.) rl EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 1 T T T 9 3" MIN. MANHLE BASE SET N_ ON 6" OF #2 STONE GROUT 8" CLASS "A" CONCRETE Wiliallff.11ffilliffiffelliffillallalliallira =1= IN, 1.25 Bc 1 SEE PLANS FOR TYPE OF CASTING ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS NOTE: ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT MIN, 6" TOPSOIL TO ENSURE GRASS GROWTH Bc NOTE: ALL BEDDING AND INITIAL BACKFILL SHALL BE INSTALLED IN 6 TO 12" BALANCED LIFTS A MINIMUM 9* CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE REGULAR BACK Fl LL 14 PLASTIC PIPE (PVC HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT) NO SCALE PRECAST CONCRETE ADJUSTER RING IF NEEDED, (4 MAX.) ECCENTRIC CONE OR 4" REDUCER CAP AS FREQ BY SITE CONDITIONS 1 MIN. OVER HIGHEST PIPE 12" (MIN.) #8 CRUSHED STONE OR APPROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED AND WALKED INTO PLACE MANHOLE TYPE "B" NO SCALE CONCRETE ADJUSTER RING NO SCALE REDUCER CAP am/ OtierTglIVROOMWN. *WW4 "elk etNAAmige"-.4,45:4006t.AA:.4ft. BENCH WALLS AT MIN. 1/2' PER FOOT SLOPE REINFORCED BAR #4 12" O.C. STEEL MESH AREA 0.12 in./Ft. OR APPROVED EQUAL 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. NOTES: MANHOLE CONFORMS TO ASTM C-478 NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE O-RIt. ASPHALTIC MASTIC OR 13 RU ER SEAL BET'WEEN M p ANH LE JOI S STEPS REUIREp FOR STORM SEWER 0 R 4 DEEP. CONCRETLADJIATER RING (1 MAX,) NOTE: WITHIN 5' OF EDGE OF PAVEMENT A 1.25Bc 12" OUTSIDE 5' OF EDGE OF PAVEMENT A 1.25Bc LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 1 BASE 8" PER SECTION (MIN.) II EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE 48 CRUSHED STONE OR APPROVED EQUIV, CLASS 1 BEDDING MATERIAL HAND TAMPED AND WALKED INTO PLACE LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 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 INDIANAPOLIS DEPARTMENT OF TRANSPORTATION. 12" END CAP WITH 7" ORIFICE SWALE FLOW LINE i I 6" MIN. (TYP.) "8" BORROW (SEE DETAIL) GREATER THAN 5' IN. 1.25 Bc 1 PLASTIC PIPE (PVC HDPE) TRENCH DETAIL (GREATER THAN 5 FROM EDGE OF PAVEMENT) NO SCALE #8 WASHED GRAVEL OR APPROVED EQUIVALENT (INDOT STD. SPECS.) CLASS #4 BARS (TYP.) ,—EARTH OR SIDEWALK SURFACE CONCRETE CURB PIPE UNDERDRAIN (TYPICAL INSTALLATIONS) NO SCALE 111114111MIIMIP1114•1•1•111•1114M1•11 1 11 4 4.41•1114411•1MMINNIMININNINIONNI■1111.••A 17 I .L.F.7411.1-1±1 I—H 1 END CAP CAP DETAIL NO SCALE NOTE: ALL BEDDING AND INMAL OACKFILL SHALL BE INSTALLED IN 6 TO 12" BALANCED LIFTS A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW (SEE DETAIL) "A" 1/2 "A" CONCRETE REQ'D. 5' LENGTH "A" Li SECTION "A A" "4 BARS IN. 6" TOPSOIL TO ENSURE GRASS GROWTH 6"MIN, (TYP,) 12" (MIN.) REGULAR BACKFILL 4" 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 0 Ix i A APRON AT ZERO GRADE FILTER FABRIC POST INDICATOR VALVE (NI 24 APRON LENGTH r■ 5" OUTLET PIPE SEE PLANS FOR CASTING TYPE 6" #8 STONE BEDDING NOTE 5" CONC. PRECAST OR POURED IN PLACE INLET TYPE 'A" (TYPICAL) (12" TO 18" PIPES) NO SCALE IRON GATE VALVE DETECTOR CHECK WITH MINIMUM PRESSURE DIFFERENTIAL OF 1.5 PSI PIPE SIZE "L" "W" d5 15" and smaller 15" to 21" 21" to 30" 30" to 36" 36" to 48" METER INDICATOR POST 8' 14' 20' 24' 27' PLAN VIEW ANGLE VALVE (LOCKABLE) SPRING CHECK VALVE 9.5' 16' 24' 27' 31' A ROCK CHUTE NO SCALE DETECTOR VALVE CHECK 6 6" to 9" w 9" to 12" 12" to 18" 24" to 30 FORD METER BOX NO. 10 RING 20" LID OR EQUAL PI .5 1 2'-0" 1‘) OUTLE I t PIPE WATER SUPPLY MAIN COPPER PIPES METER PIT CYLINDER SEE PLANS FOR CASTING TYPE APRON LENGTH 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. 6" #8 STONE BEDDING Non 5" CONC. PRECAST OR POURED IN PLACE INLET TYPE SC FINISH GRADE 3/4" METER FURNISHED BY WATER COMPANY FILTER FABRIC 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 NO OVERFALL INLET SANDBAGS ENCIRCLING BOX (TYP.) PAVEMENT VARIES* PLAN PAVED AREAS ELEVATION PAVED AREAS 2"x2" POST (TYP.) NON—WOVEN FILTER FABRIC ATTACHED TO ALL SIDES 2"x2" (TYP,) 2"x2" INTERIOR REINFORCEMENT NON ON ATTACHED TO ALL SIDES 1 INLET FILTER FABRIC '4::•::4•-•-*" :••••:••:•••%:+04•4•04M,11- .4.1qrk 2"x2" POST (MP') t h.:0.:040.xx:4;lt., LAP FABRIC MIN. 12" ONTO PAVEMENT 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 W1u. VARY ACCORDING TO THE SIZE OF INLET AND DEPTH OF BASE. 9" RIM! PLAN VIEW GROOVED END ON OUTLET END TONGUE END ON INLET END D 2"x2" INTERIOR REINFORCEMENT A GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATION C 76 LONGITUDINAL SECTION INLET SILT BOX DETAIL NO SCALE "TOLERANCE 1± 12" C TO C MAX. SPACING VARIES PLAN GRASS AREAS 2"x2" INTERIOR REINFORCEMENT NON—WOVEN FILTER FABRIC ATTACHED TO ALL SIDES ELEVATION GRASS AREAS SIDE VIEW GRASS AREAS SECTION Y—Y 4: f /44 PIPE CULVERT 1 2 R COMPUTED LENGTH OF CULVERT „I PAY LENGTH OF CULVERT HOOK 401 END SECTION LENGTH (D) SLOPE DETAIL a 12"C. TO C. MAX. SPACING I E 21 SECTION A—A CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END SECTIONS. PRECAST CONCRETE END SECTION NO SCALE 2"x2" POST (TYR NON—WOVEN FILTER FABRIC ATTACHED TO ALL SIDES 2"x2" INTERIOR REINFORCEMENT INLET 2"x2" POST (TYP,) CONCRETE END SECTION 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 11 (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 "Er PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION. 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 41 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-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. 4 0 10 4 T111 11 MN, 0` „A 11 0- 4 N ,.43:,,,.._ /44.7 I... n.- 0 S' 'n• k': 0+0. _t• Cr) 7c ‘LO N., k NI /4/0An iMMWM" 0 a) 0 (1) uu cod 0 4c uu ce ci o SHEET NO. QJ 0 LLI .1 2 CC C.) C601 X LL Lii