The URL can be used to link to this page

Home My WebLink AboutC501 DetailsDIA. DIMENSION "L" (MINIMUM) WALL WT. SEC. 8" A 96" B 16" C 54 -66" D E 42" R -1 R -2 SKIRT 12 2 42 -48" 530 4 24 27 60" 48 46 7/8 72 7/8 24 10 1/16 9 1/2 15 2 1/4 740 6 31 -36" 12 -21 73 48" 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 73 1/2 1/2 48 54 16 17 11/16 3/4 14 14 2 4 4 1/2 1/2 27 3 1/4 1930 10 1/2 48 25 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 34 1/4 3/4 97 97 3/4 3� 66 .72 23 24 3/4 1/16 17 1/2 20 5 1/2 1/2 36 4 4100 15 63 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 44 15/16 13/16 24 24 8 1/2 84 8 16350 24 78 21 99 120 9 MAIN LINE DIMENSION "L" (MINIMUM) 6" 35" 8" 36" 96" 16" 42" 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" ZS -36" GREATER THAN 45 TO 90' 60" 3 -36" STRAIGHT THRU 60" 21• -33" GREATER THAN 45' TO 90' 60 24" GREATER THAN 45 TO 90` 60" 41 -30" GREATER THAN 4T TO 90' 60" 27 -30" TURNS UP TO 45 60" 31 -36" 12 -21 TURNS UP TO 45 GREATER THAN 45' TO 90' 48" 48" 12"-21" TURNS UP TO 45 48" 24" TURNS UP TO 45' y N 0 0 (0 0 0 +-f v a) CO m 0 a> 0 0 ti t' d D r! z 0 "0 0 i 0 _Li 0 n 0 GRANULAR BACKFIL.L REQ'D AROUND BASE BARREL CONC.. BLC CK DRAIN CONC. PAD O. D. 1' -0" MIN. (TYR) 4 J J tL g z O 0 L.1.1 cn rj EEA1 NG I I MAIN I I I NOTE: WHEN LATERAL SEPARATION IS 1 0' OR GREATER NO VERTICAL CLEARANCE IS NEEDED. 10' (MIN_) SANITARY OR STORM SEWER SIDE VIEW HYDRANT SHALL MEET LOCAL FIRE CODES AND LOCAL WATER UTIUTY SPECIFICATIONS "L" (MIN.) OR AS REQUIRED BY WATER UTIUTY T 1 NOTE: FIRE HYDRANT SHALL BE SET A MINIMUM OF 6' FROM ALL DRIVEWAY OPENINGS WATER MAIN -3 000 PSI CONC. THRUST BLOCK C -1 VALVE BOX TAPPING SLEEVE 6" GATE VALVE SANITARY OR STORM SEWER WATER MAIN SANITARY OR STORM SEWER 10' (MIN.) 17- WATER MAIN WATER MAIN RATED PIPE FLEXIBLE COUPLING OR ADAPTER CONCRETE COLLAR GATE VALVE BOX SETTING NO SCALE CONC. COLLAR 6" HYD_ BRANCH FIRE HYDRANT ASSEMBLY NO SCALE GRADE WATER MAIN RATED PIPE 4 CONCRETE COLLAR MAIN FINISH GRADE TOP BARREL LOWER BARREL A. A. A WW r r MOO ri TAPPING SLEEVE rl VALVE BOX 1 WATER SERVICE TO BLDG. SITE WATER MAIN CONNECTION DETAIL NO SCALE LESS THAN 18" OR IN CASES WHERE WATER IS BELOW SANITARY SEWER CREOSOTED 2 "x6 "x1' -6" WOOD BLOCKING POLYETHYLENE WRAP 10 MIN. CONCRETE COLLAR MINIMUM CROSSOVER SEPARATION REQUIREMENTS FOR WATER MAINS, SANITARY SEWERS STORM SEWERS NO SCALE WATER MAIN WATER Yak SANITARY OR STORM SEWER FLEXIBLE COUPLING OR ADAPTER FORMED CONCRETE BLOCKING TEE 8 SIZE PLUG 4" 2.0 6" 4.0 8' 6.5 10" 10.0 12" 14.0 14" 19.0 16 25.0 18 31.5 20" 38.0 24" 55.5 30" 86.5 36" 124.0 42" 168.0 7/// ss 7\ TRENCH WIDTH FRONT VIEW 90 BEND 2.5 5.5 9.0 14.0 20.0 27.0 35.0 44.5 54.5 78.5 12.2.0 1 75.5 237.0 D FORMED CONCRETE BLOCKING AREA OF CONCRETE IN CONTACT WITH UNDISTURBED EARTH_ AREA IN SQUARE FEET REQUIRED FOR CONCRETE THRUST BLOCKING 45 BEND 1.5 3.0 5.0 7.5 1 1.0 14.0 19.0 24.0 293 42.5 66.0 95.0 128.5 TYPICAL THRUST BLOCKING DETAILS ro SCALE d 22 1/2 BEND 1.0 1.5 2.5 4.0 5.5 7.5 10.0 12.5 15.0 22.0 34.0 48.0 65.5 EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE IN 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 EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBUC RIGHT -OF -WAY B BORROW OR EQUIV GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR DENSITY 27" SMALLER 30" TO 60" 66" LARGER FORMED CONCRETE BLOCKING WITHIN 5' OF EDGE OF PAVEMENT "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 90% STANDARD PROCTOR TENSITY. ALL OTHER CONDITIONS REGULAR BACKFILL ALLOWABLE. (d) MIN. 3" 4" DEPTH OF BEDDING MATERIAL BELOW PIPE 11 1/4' BEND 1.0 1.0 1,5 2.0 3.0 4.0 5.0 6.5 7.5 11.0 17.0 24.5 33.0 NOTE: ALL BEDDING AND INITIAL AACKFILL SHALL BE INSTALLED IN 6 TO 12" BALANCED UFTS A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC HDPE) TRENCH DETAIL (WITHIN 5' FROM EDGE OF PAVEMENT NO SCALE MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT MIN_ 6" TOPSOIL TO ENSURE GRASS GROWTH REGULAR BACKFI LL 1/2 Bc 4" 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 0 NOTES: ',8 CRUSHED STONE OR APPROVED EQUIV. CLASS 1 BEDDING MATERIAL HAND TAMPED AND WALKED INTO REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL) NO SCALE GROOVED END ON OUTLET END TONGUE END ON INLET END PLAN VIEW 3 A GROOVE (OR TONGUE) TO BE THE SAME AS ON STANDARD REINFORCED CONCRETE PIPE ASTM DESIGNATION C 76 LONGITUDINAL SECTION NOTE: WITHIN 5' OF EDGE OF PAVEMENT A 1.25Bc 4- 12" OUTSIDE 5' OF EDGE OF PAVEMENT A 1.25Bc LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE *TOLERANCE 1* 12" C TO C MAX_ SPACING HOOK PERFORATED PIPE SECTION Y -Y LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 1 1/2"R 4.- Fk< C pp e PIPE CULVERT COMPUTED LENGTH OF CULVERT PAY LENGTH OF CULVERT END SECTIO LENGTH (D) SLOPE DETAIL 12 "C. TO C. I MAX. SPACING SECTION A -A E 2T CONCRETE IN THESE SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED I IEINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C -76 CLASS II (AS SET OUT IN STANDARD SPECIFIC TONS). REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR THE REINFO 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 1 OF STEEL IN THE "C" PORTION. THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION SO TI ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED WITH MORTAR. IN 3:1 OR 4 :1 ALL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, APPROXIMATELY 10' -0 IN LENGTH. VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSITION OF STEEL, ND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE VARIATIONS IN DIMENSIONS AS PROVID 151 THE SPECIFICATIONS FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A. .T.M. DESIGNATION C -76. CONCRETE PIPE TOE ANCHORS SHAD. BE REQUIRED ON ALL CONCRETE PIPE END SECTION PRECAST CONCRETE END SECTIC NO SCALE 1111 #8 WASHED GRAVEL OR APPROVED EQUIVALENT EDGE OF PAVEMENT, CURB, 1 1 GUTTER OR SIMILAR STRUCTURE 7 1 IN THE PUBUC RIGHT -OF -WAY NOTE: UNDERDRAIN TO BE PLACED 0 0.5% SLOPE MINIMUM PIPE UNDERDRAIN AT SUCTURES (TYPICAL INSTAIJ.AT NO SCALE CONC SECTI ETE END N 3/4 x12" HOOK BOL GALV. C;.► CCNCRETE, A T OF ONE LAYER A T THE FLOW UNES LEASING TRANSmON PAVEM:rr SECTION z 2 0 SHAVED BOTTOM N. 1 TOPSOIL TO E ?S11Ft GRASS GROWTH LS CRUSHED STONE OR PROVED EQUIV. CLASS I BEDDING MATERIAL HAND TAMPED AND WALKED INTO PLACE I REGULAR BACKFI LL NOTE: ALL BEDDING AND INITIAL. pACKFN.L SHALL BE INSTA% I ED IN 6 TO 12" BALANCW UFTS A MINIMUM 9" CLEARANCE SHALL dE PROVED ON EACH SIDE OF THE INSTALLED PIPE PLASTIC PIPE (PVC HDPE) TRENCH DETAIL (GREATER THAN 5' FROM EDGE OF PAVEMENT) NO SCALE GROUND UNE #8 WASHED GRAVEL OR APPROVED EQUIVALENT PPE MATERIAL SHALL MEET GENERAL INDUSTRY STANDARD FOR CLAY, CONCRETE, CORRUGATED METAL, PLASTIC, OR D.O.T. APPROVED EQUAL, OPEN JOINT OR PERFORATED. STANDARD HEX. HEAD BRASS PLUG. TOP OF CASTING ELEV. AS SHOWN IN PLANS. 12" X 12" X 4" CONC. COLLAR PIPE CLAMP 305 STAINLESS STEEL WYE FLEXIBLE CONNECTOR -r KOR -N -SEAL ASSEMBLY NO. S206 -48 OR EQUAL EARTH OR SIDEWALK SURFACE =G 1-111 I .111= M I d I1= 1 .11 11 �1 .1 I a, 4FIE 4. 4" MIN.) 0" MAX. INVERT ELEV.. AS SHOWN IN PLANS CLEAN OUT NO SCALE EXTRUDED CURB 4 KOR-N-SEAL DETAIL No scuF IMMO 4" MIN.: VARIES PIPE UNDERDRAIN (TYPICAL INSTALLATIONS) NO SCALE SHAPED BOTTOM FINISH FLOOR ifirtr,qtat. II IP' 45' ELBOW 6" PIPE SANITARY BUILDING DRAIN STRUCTURE WALL KORBAND PROVIDE BLOCKING TO CENTER PIPE IN OPENING I t CASTING (SEE PLANS) NEENAH ANCHOR BOLTS 11 Ma 1 1 GROUT AND BOLT TO PROVIDE WATERTIGHT SEAL 6" MIN.. (rrP.) CONCRETE ADJUSTER RING NO SCALE ..ti a CLASS #4 BARS-" (TYP.) w y CONCRETE REQ'D. 5' LENGTH 1/2 "L" 4 4' SECTION "A A" "4 BARS CONCRETE ADJUSTER RING 12" MAX.) TO BE USED WHEN CLEARANCE BETWEEN PIPES IS 12" OR LESS, OR WHERE NOTED ON DRAWING. PIPE CROSSING ENCASEMENT DETAIL NO SCALE INLET PIPE d 6" #5 3 STONE BEDDING 30" M ON 6 OF #53 ST01 BASE SET N 3" MIN; SEE PLANS FOR CASTING TYPE FULL HEIGHT MANHOLE STEP REQUIRED MIN. 4" DIA. SUBSURFACE TILE "T" STUB WHERE REQ'D. t GROUT 8" CLASS "A" CONCRETE GASKET DETAIL NOTE: 5" CONC. PRECAST OR POURED IN PLACE OUTLET PIPE INLET TYPE 'E" NO SCALE TYPE O F CASTIING ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS CLASS "A" CONCRETE MANHOLE TYPE "B' NO CP1E PLACE )i" DIAMETER EXTRUDABLE PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL): NON ASPHALTIC MASTIC OR BUTYL RUBBER PLASTER ACCEPTED ALTERNATIVE. NOMINAL BUTYL RUBBER BASE EXTRUDABLE PREFORMED GASKET MATERIAL (TYP.) OR ACCEPTED ALTERNATIVE. PRECAST CONCRETE ADJUSTING RING OR FLANGE OF CASTING PRECAST CONCRETE ADJUSTER RING IF NEEDED, (4 MAX.) ECCENTRIC CONE OR 4" REDUCER CAP AS REQ'D. BY SITE CONDITIONS 1' -0" MIN. OVER HIGHEST PIPE B NcH WALLS AT MIN_ 1/2 PER FOOT SLOPE REINFORCED BAR #4 A 12" 0.C. STEEL MESH AREA 0.12 in./Ft OR APPROVED EQUAL PLAN VIEW cn a 24 "1_D. 4 2 4 It) a. PRECAST CONCRETE /DJUSTING RING DETAIL NO SCALE 24" 24" POURED I PRECA S T OR PERMISSIBLE. 34 "0.D. SECTION A -A A 5" OUTLET PIPE SEE PLANS FOR CASTING TYPE 5" 6" #53 STONE BEDDING NOTE 5" CONC. PRECAST OR POURED IN PLACE INLET TYPE 'A" (TYPICAL) (12" TO 18" PIPES) NO SCALE PREFORMED HOLE TO MAX_ OF PIPE 6" WITH NON- SHRINK CEMENT GROUT 3" MIN_ BASE 8" PER SECTION (MIN.) NOTES: MANHOLE CONFORMS TO ASTM C -478 NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE P giegILGAir MN HILE JO NnS ETWR STEPS REQUIREp FOR STORM SEWER OV 4 DEEP. 2 2 N BROWNING DAY MULLINS DIERDORF ARCHITECTS Browning Day Mullins Dierdorf Inc Architecture Landscape Architecture Planning 334 North Senate Avenue Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 E -Mail: bdmd @bdmd.com Browning Construction Construction Manager 251 North Illinois Street Suite 220 Indianapolis, Indiana 46204 P: 317.630.3661 F: 317.630.3664 E -Mail: Wool pert, LLP Civil Design 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 P: 317.299.7500 F: 317.291.5805 E -Mail: Steel Services Inc. Structural Contractor 6007 South Harding Street Indianapolis, Indiana 46217 P: 317.783.5255 F: 317.783.5256 E -Mail: Structural Design Inc. Structural Design 337 Main Street Suite A Beech Grove, Indiana 46107 P: 317.822.0204 F: 317.822.0206 E -Mail: Edwards Electrical Mechanical Mechanical Contractor 6831 East 32nd Street Indianapolis, Indiana 46226 P: 317.543.3460 F: 317.543.3479 E -Mail: Vector Consulting Mechanical Design 212 West 10th Street Suite D395 Indianapolis, Indiana 46204 P: 317.632.4444 F: E -Mail: Barth Electric Company, inc. Electrical 1934 North Illinois Street Indianapolis, Indiana 46202 P: 317.924.6226 F: 317.923.6938 E -Mail: DESIGN DEVELOPMENT ACES POWER MARKETING OFFICE BUILDING Carmel, Indiana Project: Drawn: Checked: Scale: Issue Date: Revision: DETAILS 03061 PJD GSS AS SHOWN 05/26/04 C501