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Home My WebLink AboutC107 Construction DetailsDIA. T (MIN) A= C= D= E= K= R 1 R 2 WEIGHT W E G H T Mil 1111NIM EMI ECM 11131:11a EWA 11111111:111/Lill 9 800 NMI WPM 1 1 1 3 ffi l a M E M K I R I LET 11" 1ite Nall ®filli EIDNINI WINN CCM�' WTI ®Ellil 1 2" 1300 m ®LIM MEM MIEN UMW MOM MIIII 1113317L1111 13 1500 113N1 Kii111111 =CO LOOM r i 11111Milli 14 1800 nil 1131ITLINI MAN MEM MIMI MOM WEI�� 14 1 2" 2100 m MEMO iiiEMU MIMI E1Q]i Will IllirtrAll 15" 2400 MI WPM EMI NEM MOM ffiliCEIll ®ITIKTLION 17 1 2 f 1 36 4" 1 -5 3 -1" S' -3" 6' D" 3.4 24 3/16" 20" 4200 TOLERANCE 1 00 5.00 27" SMALLER 3 4.00 4 66" LARGER 11. 111111111111111=1(1 '1 17-- 1111 111E-111 '1 I.00 1111k l 1.,1 111 'II- e a C 0 d {MIN.) 27" SMALLER 3 30" TO 60" 4 66" LARGER 6 BUTYL. RUBBER BASE EXTERIOR BACKPLASTER W tRLt. 1/4' 11/16' MIN. THICKNESS FROM 2` BELOW TOP OF CONE TO CASTING, PER SPECS. 0 -RING GASKET BETWEEN ALL RISER AND CONE SECTIONS, PLUS 1/2 DETECTABLE GASKET. (KENT SEAL. OR EQUAL) PRE FORMED HOLE TO MAX. OF PPE 00. +6' H /NON SHRINK GROUT, Compacted FlII elope typical r -AD t 12' Ian V2',dia. smooth steal dowels at 12' -0 .C. typlc 11 •lop. and bottorri al 'Ceps Concrete' paveadrlt;''ees detail 3/C401 Non &rink grout at all penetrations, typ 18' sleeve to receive Mardrali coat Into concrete (sleeve may extant tfough *rough subgrade). Note,; Ra11I to bee primed and painted color. .b archlteect. Arthit.act to ipprvva shop, drawings; or.`all railings. 111 v =1111 11 111 1 i 1E-11 1.-_l! 1=f 1111 I 1 1 1171.I:1E111 =11 l.-;1 I 1 1111 11�1.1 111 1111 -1 11- 111E 111 t•IoLe: See Olan,shsests' For corldItton.ad,ficent' t0 stairs. laolatlon'Joint with sextant required between stairs and masofey 'ur$lls: GREATER THAN 5' (1) (1) MIN. 1.25 Bc LESS THAN 5' (2) EDGE OF PAVEMENT, GUTTER OR SIMILAR STRUCTURE. Bd. OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MAURI*L BELOW PIPE (1) REGULAR BACKFlLL A BEDDING INITUIL BACKFLL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. A MIN. OF 9' CLEARANCE SHALL. 11E PROVIDED ON EACH SITE OF THE INSTALLED PIPE. 5' LEVE 801H SIDES PROPOSED OVERLAY Corr pacted Subgrade TYPICAL CONCRETE STAIR HANDRAIL ND s.ALE) (2) 1.25 Bc 4 12' (MIN.) 15.0' Concrete pavement, sere detail 5/C401 k in VA' V CIP concrete wall at eta Irs, see detail 8/G404 'E' BORROW OR EQUIV. GRANULAR MATERIAL. COMPACTED TO 95% STANDARD PROCTOR DENSITY, TYPICAL BEDDING SECTION RCP PIPE TRANSITION WEDGE/LEVEUNG COURSE FRAME AND COVER AS SPECIFIED. (NO SCALE) FINISH GRADE OR PAVEMENT ECCENTRIC CONE SECTION MANHOLE BASE SET ON 6' OF j2 STONE STANDARD STORM MANHOLE (FOR PIPE SIZES THRU 24 (NO SCALE) 6 -e flax 1 /4' eQxpanelon Jolrrt•uiit 1 sealant 6' x 6' LU /.4 by Wl.4 Ulf 8 3 nosing bar; typical Compacted '53 coarse aggregate expanslon` Joint with sealant 1 da. steel tube h+am:Irasl as ehowri 1 I MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL REINFORCING OR AN APPROVED NON- CORROSNE FBER(ASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D -4101 REINFORCED WITH DEFORMED 3/8' MIN. DIAMETER REINFORCING STEEL CONFORMING TO THE REOLRREMEHTS OF ASTM A -615, GRADE 60. NON COATED CAST IRON STEPS ARE NOT ACCEPTABLE. PRECAST CONCRETE ADJUSTER RINGS, 4' MIN -12' MAX. (SEE DETAIL) F OVERLAY EDGE TRANSITION (NO S CALE NOTE: MANHOLE CONFORMS TO ASTM C -478. JOINT CONFORMS TO ASTAI C -443. MINIMUM 1/2' PER FOOT SLOPE PRECAST CONCRETE SECTIONS /4 REBAR O 12' 0.0. BOTH WAYS. (OR STEEL AESH AREA 0-12 5O. IN /SQ, FT) MIN. 6• TOPSOL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT. (2) "B' BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. EXISTING PAVEMENT D 27 SMALLER 30 TO 60 66" LARGER GRIND EXISTING PAVEMENT TO 1 DEPTH. 6 2' OVERLAY EX. PAVEMENT 1 8" CURB DETAIL A MINIMUM 4' DA. PPE CLEANOUT SHALL BE INSTALLED WITHIN THREE (3) FEET OF OUTSIDE BUILDING WALL A PWG SPECIFIED BY THE PIPE MANUFACTURER SHALL BE USED TO ENSURE 100 X WATERTIGHTNESS. -Li 1IOU ■11 MIMr /MN Iilia 3' FROM BUILDING (TYP.) FINISH GRADE s 22" 1/8 BEND MIN. FALL 1/4" PER FOOT BELL HOLES SHALL BE PROVIDED UNDER PIPE 11 EDGE OF PAVEMENT, CUR:, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY EXISTING GROUND (1) REGULAR BACKFILL TOPSOIL B OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE #8 CRUSHED STONE OR APPROVED EQUN. CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE PLAN VIEW GREATER THAN 5' (1) LESS THAN 5' (2) ELEVATION TYPICAL BEDDING SECTION PVC HOPE NO S CALE) NOTES: EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN. ROLL CURB GUTTER SECTION (NO SCALE) TRUNK UNE 1/8 BEND LATERAL MINIMUM SIZE -6" COMPACTION OF GRANULAR BACKBIT. IS CRITICAL UNDER WYE AND BEND. IF PROPER COMPACTION CANNOT BE ACHIEVED. PLACE A MIN. OF 6 OF CLASS B CONCRETE AROUND t /8" BEND. SERVICE WYE 1' C.L. LOCATOR ROD 0 MAGNETIC TAPE INSTALLED PER SECTION 7.02 -C 30" RIGHT OF WAY UNE 14 SERVICE CONNECTION FOR SHALLOW SEWERS (LESS THAN 15' DEEP) (NO SCALE) MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT BUILDING LATERAL MINIMUM SIZE =4 FINISH GRADE TOP OF BANK COMPUTED LENGTH OF CULVERT 42! FILL J PIPE CULVERT PAY LENGTH OF CULVERT JOINT DETAIL DRY DETENTION BASIN GRANULAR FILL SUBGRADE AGGREGATE DEPTH VARIES PAVEMENT A co TOP OF BANK ELEV: 793-00 EMERGENCY SPILLWAY TYPICAL SECTION IL ENO SECTION LENGTH (0) i ll= SLOP CONCRETE ENO SECTION r SLOPE DETAIL "n" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY MIN. 12" NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN, 9' CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE NOTE: METAL PIPE END SECTIONS MAY BE USED WITH CONCRETE PIPE, PROVIDING THE METHOD OF CONNECTION IS APPROVED BY THE ENGINEER PRIOR TO INSTALLATION OF PIPE (EXCEPT 01 INDIANAPOLIS) 6 NOTE: PROVIDE EXPANSION STRIP AND SEALANT ADJACENT BUILDING AND EXISTING CURB 1/2" PREFORMED JOINT FILLER TRANSVERSE JOINT PROVIDE 2X CROSS SLOPE AWAY FROM BUILDING TRANSVERSE JOINT $PILLWAY ELVATION SPILLWAY WIDTH 100YR ELEV.: 792.41 RIP -RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS. 112' PITS SIT Wl 4.0' (MIN) (NO SCALE) TYPICAL 4" TOPSOIL EXISTING GROUND 22" 1 6" CURB DETAIL NU SCAT PREPARED SUBGRADE SPILLWAY ELEV.- 792.41 FINISH FLOOR TYPE I u) w 1 4' CONCRETE 0 54 0 9 SPILLWAY WIDTH: 29.0' CLASS "A" CONC SLOPE 4 x L 4' -,#53 COMPACTED EGATE TYPICAL SIDEWALK SECTIO 1 FT i TOP OF BANK 12'CTOC MAX SPACING E +2T SECTION A -A CONG. PIPE TOE ANCHOR PLAN VIEW NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) OF THE FOUNDATION WALL, O J CONCRETE_--' j~ W��HRRCEEEANppSppENNyOO I e PROPOSE N RIGID 14 SURFACE 4' P.V.C. PIPE 1/8 STREET BEN 4" X 6" INCREASER DE }{OOK BOLTS 6" PIPE (SEWER LATERAL 3 (MAX) CLEANOUT SECTION T.C. ELEVATION NEENAH R- 3286 -8V 24" SQ. INDOT TYPE A INLET BOX r 9 9 P 4 1 1/2"H. PRECAST CONCRETE END SECTION DETAIL (NO SCALE) o gi;I P ;r_s■ a. IS. a- AA_.a,#b•a. CURB INLET TYPE "A" (NO SCALE) NOTE THICKENED EDGE IS NOT REQUIRED AT ADJACENT CONCRETE CURB /GUTTER GROOVED ON OUTLET END, TONGUE END ON INLET ENO. GROOVE (OR TONGUE) TO BE THE SAME AS EN STANDARD REINFORCED CONCRETE PIPE, ASTM DESIGNATION C -76. LONGITUDINAL SECTION NEENAH CASTING R -1976 OR EJIW 1578 FOR CLEANOUT IN PAVEMENT. CLEANOUT PLUG ADAPTER (NO SCALE) SECTION Y -Y CONCRETE WITH FIBER ADDETNE CAR TOOLED OR SAWCUT JOINT TOOLED JOINT BITUMINOUS PAVEMENT OR FINISH GRADE 1/8' RADIUS BLUE SURFACE SILKSCREEN WHITE LE IL ES PUKING OILY 18" 1" RAD. ALL CORNERR -i 12' PARKING SIGN PAVEMENT #2 STONE NOTE: 12 "X18 18 GAUGE HOT DIP GALVANIZED NON REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG GALVANIZED 2 1/2" OD STEEL POSTS PAINTED GREEN TO MATCH UGHT POLES SET BOTTOM OF SIGN 7' ABOVE GRADE "ADA" SIGNS (N0 SC Z$ D I C 0=0:1-C) CLASS "A" CONCRETE VAR. PIPE SIZE 18" MAX. STRAIGHT CONNECT 15" MAX. SKEW /CORNER 1GGREGATE COMPACTED SUBGRADE INLET BASE SET ON 6" DF #2 STONE 1 6x1' -3" 2' -D" FILL JOINT WITH SEALING COMPOUND mySTRUCT10N JOMIT G 1/2' BOTTOM OF TRENCH 3/4%1 '-3" 0 I' -0" 1/8" RAO. CONCRETE EDGES SLEEEVVE ION 1/2" EXPANSION w SEALANT EXPAILSIO alb CONCRETE PAVING SECTION WITH FIBER MESA 140 SCALE) BLUE SURFACE SILKSCREEN WHITE LETTERS VAN PARKINS OILY 1" RAD. ALL CORNER 18" 12" VAN PARKING SIGN PROPOSED ADA SIGNS ON 3" DWEIER POST (SEE SIGN DETAILS) CONCRETE IN THESE ENO SECTIONS SHALL BE THE SAME GRADE AND STRENGTH AS SPECIFIED FOR REINFORCED CONCRETE PIPE. A.S.T.M. DESIGNATION C -78 CLASS II, (AS SET OUT IN INDOT STANDARD SPECIFICATIONS). REINFORCEMENT IN THE C" PORTION SHALL BE THE SAME AS SPECIFIED FOR REINFORCED CONCRETE. 4.5.1.11. DESIGNATION C -76 CLASS 11, FOR THE 5120 OF CONNECTING PIPE. REINFORCEMENT IN THE "8" PORTION SHALL HAVE A CROSS SECTIONAL AREA EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C` PORTION. THE DO OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION 50 THAT THE FLOW UNES ARE FLUSH. THE JOINT SHAD. BE COMPLETELY FILLED HRH MORTAR. IN 3:1 OR 4:1 FKL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A SMOOTH, PLEASING TRANSITION APPROXIMATELY 10' -D" IN LENGTH. VARIATIONS IN DIMENSIONS THE THICKNESS OF THE CONCRETE, THE POSMON OF STEEL, AK 11-E INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE V091011ON5 IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR RDNF'ORCTSI CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, AS.T.N. DESIGNATION C I 1 /2 "R. WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE 15 USED, A 'PIPE END SECTION' COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SH01 BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER, EXCEPT IN AREAS OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITEEI. END SECTIONS HILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR 'PIPE END SECTION" COMPLETE. CONCRETE PIPE TOE ANCHORS SHALT_ BE REQUIRED ON ALL CONCRETE PIPE ENO SECTIONS. 111E COST THEREOF SHALL BE INCLUDED IN THE CON'RACT UNIT PRICE PER EACH FOR "PIPE END SECTION' NV Nit yv v �v NV NV 3500 PSI CONCRETE CONCRETE CRADLE DETAIL CI A CRADLE D EARTH ON THIS SIGN TYPICIN. AT ALL ACCESSIBLE PARING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PAIUONG SPACES PENALTY SK,YN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW v-C1w lEL POST (2- 168. /TL) P06T SHALL 80 2" 0.D. GALVANIZED STEEL WITH GNAWED CAP. SET 12' LONG P06T 3 5' INTO GROUND. USE 6" PIPE BOLLARD FILLED W/ CONCRETE AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK SLOPE TOP OF CONCRETE kly NOTE: ALL PAINT TO BE NON -SIGD SURFACE APPLICATION OF UTICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND DR BROADCASTING. "ADA" PARKING SPACES NOTE 10 BE USED TIHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER 70 EXTERIOR PIPE DIAMETER) BETYIEEN SANITARY SETTER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AN0 ALL OTHER POPES IS 18' OR LESS, PER INSPECTOR'S DIRECTION, OR %THERE NOTED ON THE RATINGS. A MINIMUM CLEAR DISTANCE OF 3' MUST BE PRONDEO TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES',LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1' -6" 6,0. PRECAST CONC. P RKING BARRIER WITH 2- 3 REBARS USE 4000 PSI C C. 'ADA' SIGN BOLLARD MOUNT DETAIL SIGN MOUNTED IN BOLIARO (NO 5044 PARKING BARRIER (NO SCALE) 7, ■I■U■■UI■■■■111 1111111111 11111111111111111 111111111 PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB 6" CONCRETE CURB JOINT DETAIL (N0 SCALE) STOP SIGN (24" x 24 4" COMPACTED GRANULAR BASE SLOPE 6" CONCRETE VARIES 1 I b H 6" 4" KNOX BOX DETAIL NO SCALE 100' 51614 IS TO BE MOUNTED ON GALVANIZED STTTi U -POST AND MEET 114.0.0.T. AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. INTEGRAL WALK AND CURB DETAIL /30000000 00000000 OODDDOOD 000001300 00000000 caroD04D 00000000 0000000D •.a a. 1/2" EXPANSION JOINT FILLER SEALANT CONC, CURBS id i... CONC. RAMP (4" THICK) 24" WIRE MESH SECTIQN A -A SECTION COMBINATION PEDESTRIAN /HANDICAP ENTRY RAMP DETAIL KNOX BOX BY G.C.; MOUNT PER MFR. RECOMMENDATIONS. ADD PLATE FOR WELDING /BOLTING KNOX BOX TS 3 "x3 "x1/8' PAINTED RED FINISH GRADE 12' o.c. CONCRETE FOOTING TOP OF (NO SCALE) (NO SCALE) �I I- 6" NOTE: 6" CLASS "A° CONC. PRECAST OR POURED INTO PLACE a T p NEE NAH R -3405 0 N EQUAL ens 3 SLOPE 3' O" NEENAH R -3405 OR EQUAL 6" CONCRETE 53 STONE 2' MIN, #2 STONE 1 8 f PAVED AREA INLET MOD. TYPE A 6° (NO SCALE) 3' -0" 1/2" EXPANSION JOINT FILLER SEALANT HANDICAP PARKING SYMBOL DETAIL (B O A r 4 1. rf w.: IP ti. 16 1 TOPPING III I I=1 I LEI 11 -1 1 1 -1I 1 =1 I IE1I L-� ;I I COMPACTED SUBSURFACE OVERLAY SECTION e. P AMP ROW ASPHALT PAVING SECTION -COMPACTED SUBSURFACE ASPHALT PAVING SECTION (NO SOW 6" CONCRETE (N0 SCALE) NOTEi, ALL STRIPES TO BE 4 PAINTED WHITE El COMPACTED SUBGRADE 00000000 00000000 00000000 00000000 (NO SCALE) 0.5"- LEVELING COURSE EXISTING PAVING AND BASE TO RRIAIN 1 5"-HAC. 111 SURFACE 5.0"-50 BASE 5.0"-#53 COMPACTED STONE BASE 5.o" COMPACTED STONE BASE (NO SCALE) NEENAH R-3405 DR EQUAL NOTE: 6' CLASS 'A" CONC. PRECAST OR POURED INTO PLACE 3.0"-HAC. BINDER 3.0"-COMPACTED #53 AGGREGATE 3.0"-COMPACTED 12 CRUSHED STONE 00000000 00000000 00000000 00000000 00000000 DRAINAGE STRUCTURE 0705 (NO SCALE) SLOPE 53 STONE SCHMIDT ASSOCIATES Wil-Fra-Mar Building 320 East Vennont Street Indianapolis, IN 46204-2126 317-263-6226 Fax: 317-263-6224 Project No 2003-032 W03.0545 04.16.2004 Project Date Produced Revision Dote REVISIONS PER CARMEL TAC COMMENTS 07-23-2004 REVISIONS PER ONNER'S COMMENTS 08-11-2004 These Drawings and Specifications, and all copies thereof are and shdl remain the property ond copright of the Arddtect. They shall be used only with respect to this Project and are not to be used two ony other Project or Work without prior written permission from the Architect. a 4444,i4.- 00: ..o 4e.,/ 00/ I 1 47 it I JAMES K. SH1NNEMAN P.E. 10200392 0 ue 0 Additions Renovations to Carmel Lutheran Church C107