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HomeMy WebLinkAbout38E m LL- O f•7 GENERAL NOTES: �� 8. 8-33 %+ 5 % =13,33 %> �'• TP These ` o a 6 iL oiab 1� = fm other aft « Rome 7-0 if -f. curb as raquin4 t MWf 8ft ilrdeal pinedlLmift mobuckmMMOK%11% may ber►>pWit, to the 'xwkM shovm, sich wkM may be $ 1 N av diftemeseill to it at 3r-0, I I GRANGE OF GRADE Mid GlUder .1 �p /Gr -r- have maAwirn o MW of So 1IEW ADETAIL OF RAMP GROOVES l' _ >t1 land of 50: 1 in any dreiClika, the tot exceed 50:1. DewcUbe wwnhV allieli w- SIDEVOIX If ate intambft predluidm omwrucam toSJOPO 12: 1 SSSSSSS Ir�eprsl curb ftwRdth shown, ft la Wi1�tt1 be - - ._ �. / d to 3'-0r1arV1. Tt>Ee -'_�_ PAVE=fit ffSOM Mires aft MM mW be Ideepened to a maximum of 10 ° 1 s tM116 in, rife:--- ��- �� W z_- CE -� ` is to E %'PEider RAMP - SURFACE ONSTRUIC-PON DETAIL slope 12 - I PAVEIMEM IN31ANA DEPARTrtE#T OF TRANSFORTATIf1N ---� S;IDEVVALC CURB RAMPS 15 A, -, GENERAL NOTES & [ET41LS f m rip C803 SEP 1EMBEIR 2005 ° STANDARD 01111AVIIIIII11151i NO, E eo�wcR-iri # Nc • /a, r L wc.- 90�05 975 ALTERNATE CURB CONSTRUCTION ;r � CONCRETE CURB f<, tZc ter r ivtrtN I , CONCRETE CURB DRAINAGE FLOW NCRETE CURB TURN -OUT DETAIL ,6 NO SCALE C803 SEE DETECTABLE WARNING DETAIL �1AI��' RAW � as, N4 SALE m� ( ENG COMPOUND StfAIL BE PLACED ON ALL DPOSED S FACES, INCLUDING SIDES, *EN FORMS ARE WMOVED 79 I/2" P9EFORMED DAMPEN SOBWADE PRIOR TO PLACING 004CRETE :5 ANT FILLER OF 24"ANO€T€ RAMPS TO BF rx Of IXASS 'A" CRETE, Ct4 fi' OFCOMPACTED CLASS TOOLED & GUTTER AG LATE, NO 53 STOW (STONE SHALL BE PLACED FOR CURB it F"A" CONC. RI NG, RAIIIIPS AND SHALL HE ACLUDED IN THE S' OF RAMPS) PA16ME1v1 THF BOTTOM E>GE OF 74E WR0 RAMP SHALL 1E FLUSH WITH THE EDGE OF ADACENT PANT ARID GUTTER Ll - - IIMUV RRC ND7E'D WOM- OF RAW rS .r' D 6" C NO- 1,/2" PREFORMED - 53 STONE NT FILLER TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION Of TRA4SL TO cry CROSS ROADWAY (PARALLEL TO THE ROADWAY CENiii NE) - 1Af' Cal.TRW /lf V rx"dr,li21 DRAINAGE INLETS MALL BE LOCATED UPHALL FROM CURB RAMPS TO ZF PREVENT PUDDLES AT THE PATH CF TRAVEL :7 SIDEWALK RAMP DETAIL ALONG 96TH STREET 17 NO SCALE C803 0 RESERVED PARKINGVAN� 4'-0" MIN. SEE PLAN l GREEN - ILLUMINATING TAPE (LETTERS) I I PREPARED SUBGRADE R/W LINE --BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) TYPICAL SIDEWALK SECTION NOT TO SCALE WHITE -ILLUMINATING TAPE BACKGROUND THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO (BACKGROUND) THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE GREEN -ILLUMINATING TAPE (ARROW) WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE WALK THICKNESS. —GREEN -ILLUMINATING TAPE (BORDER) SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH. #E "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. I HANDICAP PARKING SIGN DETAIL 11 No SCALE C803 (BY OWNER) r z Q a 36 4477.004 ~ Z o w eW w p � �1. r O �ct =4 -j V� w v (n XREF: T:\6k\6366\001\dwgs\XREF\grease trap.dwg V)W4 LJ O r� LZ Z SWI j > =� d� �0 1 ICD 5'-0" BETWEEN z i�1� o -T-1 r910 PV Df1EjCT f )FARU€GT, SEE RAMP w P, UD CRWWS DtTAIL OD 70 d 9 1� SEE DETECTABLE WARNING DETAIL �1AI��' RAW � as, N4 SALE m� ( ENG COMPOUND StfAIL BE PLACED ON ALL DPOSED S FACES, INCLUDING SIDES, *EN FORMS ARE WMOVED 79 I/2" P9EFORMED DAMPEN SOBWADE PRIOR TO PLACING 004CRETE :5 ANT FILLER OF 24"ANO€T€ RAMPS TO BF rx Of IXASS 'A" CRETE, Ct4 fi' OFCOMPACTED CLASS TOOLED & GUTTER AG LATE, NO 53 STOW (STONE SHALL BE PLACED FOR CURB it F"A" CONC. RI NG, RAIIIIPS AND SHALL HE ACLUDED IN THE S' OF RAMPS) PA16ME1v1 THF BOTTOM E>GE OF 74E WR0 RAMP SHALL 1E FLUSH WITH THE EDGE OF ADACENT PANT ARID GUTTER Ll - - IIMUV RRC ND7E'D WOM- OF RAW rS .r' D 6" C NO- 1,/2" PREFORMED - 53 STONE NT FILLER TOOLED RIBBING SHALL BE PERPENDICULAR TO THE DIRECTION Of TRA4SL TO cry CROSS ROADWAY (PARALLEL TO THE ROADWAY CENiii NE) - 1Af' Cal.TRW /lf V rx"dr,li21 DRAINAGE INLETS MALL BE LOCATED UPHALL FROM CURB RAMPS TO ZF PREVENT PUDDLES AT THE PATH CF TRAVEL :7 SIDEWALK RAMP DETAIL ALONG 96TH STREET 17 NO SCALE C803 0 RESERVED PARKINGVAN� 4'-0" MIN. SEE PLAN l GREEN - ILLUMINATING TAPE (LETTERS) I I PREPARED SUBGRADE R/W LINE --BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) TYPICAL SIDEWALK SECTION NOT TO SCALE WHITE -ILLUMINATING TAPE BACKGROUND THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO (BACKGROUND) THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE GREEN -ILLUMINATING TAPE (ARROW) WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. ALL TRANSVERSE JOINTS SHALL BE TOOLED OR SAWED TO 1/4 OF THE WALK THICKNESS. —GREEN -ILLUMINATING TAPE (BORDER) SIDEWALK CONSTRUCTED WITH DRIVEWAY OR ALLEY ENTRANCES SHALL HAVE MIN. THICKNESS OF 6" OR THICKNESS OF THE DRIVEWAY OR ALLEY APRON, WHICHEVER IS GREATER. SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH. #E "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. I HANDICAP PARKING SIGN DETAIL 11 No SCALE C803 (BY OWNER) r z Q a 36 4477.004 ~ Z o w eW w p � � O �ct =4 -j V� w v (n XREF: T:\6k\6366\001\dwgs\XREF\grease trap.dwg V)W4 LJ O r� LZ Z SWI j > =� d� �0 z SEE DIAGRAM 1 : BICYCLE TACK TYPE ON PAGE 5 OF CARMEL ZONING ORDIANCE, CHAPTER 27: ADDITIONAL PARKING & LOADING REGULATIONS FOR MORE INFORMATION. BIKE RACK DETAIL 12 C803 13 C803 AREA BELOW GRADE `-PREPARED SUBGRADE PER (FOR STRAIGHT INDOT SECTION NO. 207 CONCRETE CURB ONLY) CURB TAPER END DETAIL ,4 NO SCALE C803 D Li z Q a Z 4477.004 ~ Z o w eW w p � � O �ct =4 -j V� w v (n XREF: T:\6k\6366\001\dwgs\XREF\grease trap.dwg V)W4 LJ O r� LZ Z SWI j > =� d� �0 z 5'-0" BETWEEN z i�1� o � W E- E--, TRANSVERSE JOINTS w P, UD CD CD d 48'-0" BETWEEN EXPANSION JOINTS (MAX.) ;.y, .: - :�:`: •:yam: CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL C803 11 (HANDICAPPED PARKING SIGN (SEE SITE PLAN FOR LOCATI C803 L� 4" WIDE WHITE STRIPE 8' 4" WIDE oe BLUE STRIPE OG. 45' 9 C803 F-- 2" 8' (5') 8' HANDICAP PARKING STALLS 10" DIA. T� NO SCALE 20' 7N NOTE: ALL STRIPES TO BE 4" PAINTED WHITE PAINTED HANDICAP 9 SYMBOL DETAIL C8o3 NO SCALE 3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Sewer SS is for Sanitary Sewer D is for Subsurface or Base Drain C is for Conduit G is for Gas W is for Water NOTES: 1. Curb to be stamped at au locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible. 3. Stamp to be a minimum of 1/2 inch (10mm) deep. CURB STAMP 1 a NO S C803 inuian aim o• O, 0.0.0.0.0.0. p• O, n o, p a , p• p, p° O, p• O p e O, p e O, p e O, p .p•o.p•o•o°a.p°o.p• .p•o. •o.p•o.p•a.p•o.p•o,p•o,p° p• Opo•.•po••.Op••po.••.Opp•••p•p°•Op••• OD°•Op°••O°•Op••OO°•p • OO°•°oop••.OOp°••poo•.OOp°••opp•°.pp•°°Oo..pp•°Oo•.pp•• oOOpOOOpO•o•O p°OpO•p•O•p oo •o•oo 000•O pOpO • ° •O p . • o•o°p•°OpOOpp O -0 .0 ooo.o.°.OOpop 1.5" HMA (9.5 mm) SURFACE COURSE PER INDOT Section 400 3.0" HMA (19.0 mm) INTERMEDIATE COURSE INDOT Section 400 8" INDOT #53 CRUSHED LIMESTONE AGGREGATE BASE INDOT Section 904 PREPARED SUBGRADE: WELL COMPACTED NATURAL SUBGRADE, FILL OR HYDRATED LIME STABILIZATION HEAVY DUTY PAVEMENT SECTION 1 C803 Ow o, p° p, p° o, p• o, p• 0, • p, p o , p° O, p'0-. op,p*0.. ' O, p• O, p •p°O•p•O•p°O.O°O.O° •O°�• °o•O°o•O°o•O°O•p°O•p°O•p° p•O•p°O•p• •p•O•p•O. p•O•p• op •°oo°a•°o°o• °o•o°••••op••Op••O°p•Op•°•°0o.•p• O•p•Op•O•p•p "p•O•p•O•p°O•p•O•p• °° ••oO°oOa•o•o.p•pOoOoOo Oo °o° ° a pOpOO.••°pDoOp 1.5" HMA (9.5 mm) SURFACE COURSE PER INDOT Section 400 \L-- 2.0" HMA19. m HMA(19.0 m )BASE COURSE PER INDOT Section 400 6" INDOT #53 CRUSHED LIMESTONE AGGREGATE BASE (INDOT Section 904) PREPARED SUBGRADE: WELL COMPACTED NATIONAL SUBGRADE, FILL OR HYDRATED LIME STABILIZATION TYPICAL PAVEMENT SECTION 2 0802 -0. v. D • 6 • o .. O. •.o .• O..• o .O o.. O. •:O O••• o 'O e O O 00 0 ° O o0 O o0 • 0 00 • 0 00 ° O '0 • O �0 0 00 O 0 0 0 0 0 0 0 0 7" PORTLAND CEMENT CONCRETE (4,000 PSI) 6" INDOT #8 CRUSHED LIMESTONE AGGREGATE BASE INDOT Section 904 PREPARED SUBGRADE: WELL COMPACTED NATURAL SUBGRADE, FILL OR HYDRATED LIME STABILIZATION HEAVY DUTY CONCRETE PAVEMENT 3 C803 CONCRETE 4000 PSI 1 1/2"r PAVEMENT -• v o.0; .,\., ; o P •o - O • p o 0 GRANULAR or, o• • o BACKFILLo • o I4 - b 6 I 0- • C o, p �• 1/2"r r-3" OF TOP SOIL - EXI STIN G -GROUND VARIABLE -Z NOTE: NO BACKFILLING OF COMPAC11NO MAY OCCUR 12' FROM CURB UNTIL 5 -FULL DAYS HAVE PASSED AFTER PLACING CONCRETE. 6" STRAIGHT CONCRETE CURB DETAIL 4 C803 50' TOP OF CURB BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS ""•""' (10' MAX. SPACING) NOTE: MAXIMUM TRANSVERSE CONTRACTION JOINT SPACING ON RADII SHALL BE 5 FEET. CURB JOINT DETAIL 5 C803 CONCRETE WALK APPLIED ANTI-SPAL GRADE6" SLOPE: COMPOUND 1/4" PER FOOT 1/4" R .. a .' a .► .> '. e COMPACTED TOOLED CONTRACTION JOINT a .D o00 SUBGRADE "NIDE, MIN 1 r DEPTH . 0. A' O 6x6 - 10/10 WELDEDN WIRE FABRIC ° - N :e p.e 4" REBAR CONT. 3" AT TOP & BOTTOM 3" 6" INTEGRAL CONCRETE _ _ b CURB AND WALK c8o3 PAVEMENT W Uj Oil z Q� J :X n- O � U Q z Z U w w a w 5 U-1 J ZE U U 0 opo (N04 Li 0 0 \\\\���p00I\\\\\\111111►III ►►►/,//U,//,,,,,, a . Syq � a" TER4 '' =� No. �= 890.258 W= STATE OF �\ :�DIANP•'�\� N A L• /,////llllll111111111 t1�\���\\\ DATE: 12/18/09 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE NTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2009 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Enviromental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: � �6 Q 4477.004 C0 � O 1� A z SHEET TITLE: � DRAWING FILES: E-1 � XREF: F:\TSC-C3D\8locks\Seal-das.dwg z a XREF: T:\6k\6366\001\dwgs\XREF\grease trap.dwg SHEET NO.: o z, z z o a a w � r , C C) W E- E--, WE— w P, UD CD CD d 9 1� �� w IX � O Q v� w x H � DATE: PROJECT NO.: 12/18/09 4477.004 DRAWN BY: CHECKED BY: DCC SHEET TITLE: SITE DETAILS DRAWING FILES: T:\4k\4477\004\dwgs\C803 C805.dwg XREF: T:\4k\4477\004\dwgs\Tbe1.dwg XREF: F:\TSC-C3D\8locks\Seal-das.dwg XREF: F:\TSC-C3D\8loch\SIG-DAS.dwg XREF: T:\6k\6366\001\dwgs\XREF\grease trap.dwg SHEET NO.: