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Home My WebLink AboutC803 General DetailsDATE: 08/31/01 PROJECT NO.: 3781.001 I I HILTON GARDEN INN 131ST STREET US 31 HAMILTON COUNTY, INDIANA MERIDIAN HOTEL PARTNERS, LLC 9780 NORTH BY NORTHEAST BLVD., FISHERS, IN 46038 SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3781 \001 \dwgs \civil \C803. dwg XREF: 5: \3k \3781 \001 \dwgs \civil \iThel .dwg DATE: 08/31/01 PROJECT NO.: 3781.001 DRAWN BY: CWD CHECKED BY: Jcz SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \3k \3781 \001 \dwgs \civil \C803. dwg XREF: 5: \3k \3781 \001 \dwgs \civil \iThel .dwg SHEET NO.: C no3 I m w rn. 7 i I 'NIW N O L -J''"--■,,. TRANSVERSE JOINT 5' -O" BETWEEN TRANSVERSE JOINT E' I a rvaO111_1 1NRn' �ad .z /L 3" OF TOPSOIL EARTH BACKFILL COMPACTED TONE BASE Saw Cut #53 COMPACTED STONE BASE II" II 116=i g II= u =11--1 a:'• L O °0 o 0 °O 0 0 0 1 0.0 1 0.0 1 0 °0 O O•o O• O.O O.0 O•O 0.o 0•o 0.o 0•o O.O 0 •.•0.o• •0.0.0'0.0.0.0.0 '0.0.0.0'0.0.0.0 •0.•.0• •O.0.O.0e0.0•0. "p_0•a•O•°.O.0.0 ...•0 w•o °E, ..°.‘="T.0 2w•o .0 ..•ot O O•O O• 0.0 0.0 0.0 O•O 0.0 0•0 0.0 0.0 0 0. o 0. 0' 0. 0 0•o •0. 0.0.0.0.0.0 GRADE OF DRIVE 24" 3/4" 18" 04 O 0 1 O o O M 2' CONCRETE CHAIRBACK CURB WITH GUTTER 3" OF TOPSOIL EARTH BACKFILL }�1 �l�j�li�I 1� u• -l!. r 0 h 111. 4, N N Trl II11 =41i 010'0.o0+0 °0 10 0.0 01. 0.0 010 010 010 010 010 011 O1p 010 010 0.0 •O 0.0 0.O 0.O O.O O.O 0•n 0.O 0.0 0.O O.o 0• 0 0•0 .0 °24 0.0'0•0 0•. 0 0 1 0 0• 0 O. O O. O• O.e 0 •o 0.0 o.o 0•o'0.O O•o •0 •p •0. 0 •0 0•e 0 0•o •0 .o 0.0'0.0'0.0 0.0 0.0'0.0 O• aL0• 9lp• O• °0•n °O.n °O.n•O.e•0•s•O...0.e• 2' CONCRETE CHAIRBACK CURB (WITHOUT GUTTER) Limits of Patch WENCH WIDTH 1' MIN. 0 0.0.0.0 °0.0°0.0 °0.0 0010 000.0.0.0•0.0.0.0.0 8 °a. O•o '0 °O• °O• °O. 0 0 0 0 0 0 0 0, 0 0 O ±o O!a O'o Compacted Granular Backfill 0.3 D IdIa._ I 0. o PAVEMENT REPAIR SECTION DETAIL 17 C803 0.0 O 0•o D so 0• O• 24" 18" 1' MIN. 0 0 •o 0.0 0•o °0 010 0•0 .0 10 O .O O •p 0.0 1 0. 0 0 0•o °0 •o o 0 •o 0 0 0 0 o O o 00 a 00 00 00.000. 1" H.A.C. SURFACE 2" H.A.C. BINDER 4" #53 STONE PREPARED SUBGRADE PER INDOT Na 207 TYPICAL PAVEMENT SECTION. (FOR ASPHALT PATHS) 0 0 2' -0" 1" s 0 '.w #4 BARS (TYP.) 0 TYPE "0" COMPACTED AGGREGATE FOR BASE No. 53 6" 1/4* S O po i 0 SUBGRADE 16 C803 Existing Pavement 1 1/2" Min. 6" Compacted #53 Stone 0 THE CONTRACTOR MAY, AT NO ADDITIONAL COST, CONSTRUCT THIS TYPICAL WITH FULL -DEPTH CONCRETE. THE COST OF THE TYPE "0" COMPACTED AGGREGATE BASE, AND ITS INSTALLATION, WILL BE INCLUDED IN THE COST OF THE MODIFIED COMBINED CONCRETE CURB AND GUTTER. MODIFIED DEPRESSED CONCRETE GUTTER is 803 PAVEMENT 1 1/2" #11 H.A.C. Surface Saw Cut Note: Saw cut 1/3 pavement thickness then break out. Steel Plate cut during Concrete cure and until Asphalt is placed. 10 0' TRANSVERSE EXPANSION JOINTS *SEE D.O.T. STD. SHT. 12 -03 FOR GENERAL NOTES CURB JOINT DETAIL NO SCALE 0 O.p 0.O 0'0'0.0 0.0 010'010 010'0• o cr.'s:. o O O O O 0 o 000 0 0 O 0 0 0 0 o 0 0 0 0 0 o 0 0 o 0 O 0 0 0•p•0.o'0.p °0. 0 O 0 .0 .0 .0 0 0.0 4 0.0 0.0 a O b- 0• o 0 0 'O b 0•o o 0 0•o O•o O• 0 o 4 0 a O o 0 o o O•o 0•o O•o 0• 1" H.A.C. SURFACE 2" H.A.C. BINDER 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION 1" SURFACE 3 1/2" BINDER 8" COMP. AGG. BASE (#53) PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION (HEAVY DUN) 6x6- W2.9xW2.9 wwf 0."O 0 O O 0 a0. 0 °0• 0 °0 0 •'0 O a c 0 0 0 o O 0 o a 0 o O 0 n O n 13 n D 0' n O ._rya. n O n o 6" CONCRETE PAVEMNT(4000 PSI) GRANULAR FILL #53) PREPARED SUBGRADE PER INDOT No. 207 CONCRETE PAVEMENT SECTION NV" TRANSVERSE EXPANSION JOINTS 10 C803 12 C803 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0° 0 0 0 0 00 0° O o 0 0 0 0 0 0 0. 0.0. 0. 0. O. 0. O. 0. 0. 0. 0 a 0 0 0 o 0 0 0 0 0 00000° 0° 0°0 °0°0 O. 0. 0.0.0. O• 0. 0. 0. 0. O. O °O °O °O °0°0 °0 °0 °o°0°0°0°0 0'0'0 0. 0' 0 0'O 0 *cacao 0 0 0 0 0 0 O 0 0 O o 0 o 0 o 0 0 0 0 0 0 0 o o 0 0° 0 0. 0• 0 °0 °O° 0. 0. O• O O 0 0 0 0 0 0 0 0 O o 0 0 0 0- 0 0 0 0 0. 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 O. O O O. O. 0. O O. O• 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 co 0. 0. co co co O. co co coo. co co o• co O 0 0°0 0 0°0°0°0° 0° 0° 0° 0e 0° 0°0 0 0 0 O. O. O• 0 0. 0. 0. 0 0. 0. O 0 0 0 0 0 0 0 0 0 0 0 O O Q• O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PREPARED SUBGRADE PER INDOT No. 207 TYPICAL PAVEMENT SECTION (WITHIN RIGHT OF WAY ONLY) TOP OF CURB 1 --1/2" #11 H.A.C. SURFACE 4" #9 H.A.C. BINDER (2 LIFTS) 9" #53 COMPACTED STONE AGG. BASE OI A II '11-- 11- 11--11 11= H =11 -N= !1 1- 4 MIN. CURB 4• r PAVEMENT 4' 4 4, CONCRETE OMB TAPERED DOWN TO GRADE AT RAMP 10' .M S�'yf .4 4 ti MA°�1: 12 4 SeOOPE ,r /i 4" No. 53 STONE BACKFILL COMPACTED SUBGRADE a STOP SIGN INSTALLED IN LANDSCAPE AREA MOIMNG EDGE CONCRETE FOOTING CONCRETE 3000 PSI 1 1/2"r TRAFFIC SIGN AGE NO SCALE 44 6 -O' MINIMUM AT PAVEMENT GRADE •4 4 4 4 4 6" •4 4 4 11 =11= 11=11= E •II- 11- 11 -11. II= .11= 4 6X6 1.4 GA. WWF SLOPE: 1/4" PER FOOT PLAN VIEW HANDICAP RAMP DETAIL NO SE IF CLEARANCE BEHIND RAMP IS LESS THAN 48" THEN SIDE FLARES MUST HAVE A 1:12 MAX. SLOPE. WIDTH AS INDICATED ON PLANS =II= II II -u= e _uI=D SCORE 1/4" R isi O.•, #4 BARS 0 13" O.C 3 COVER MIN. INTEGRAL CURB AND WALK 50' -0" BETWEEN EXPANSION JOINTS (MAX.) ti {�;�i.' d�� +;rte .�i �ti'' ir'f'. t r��•�"_� CONCRETE SIDEWALK NOT TO SCALE 4 4... SIDEWALK DETAIL 1 /2 "r 4• y r 0000000000 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 \j HANDICAP, NO PARKING SIGN INSTALLED IN PARKING LOT. HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. .4 6" C803 2" STEP. PIPE, ROUND OR SQUARE, SET IN CONCRETE de /•6 1 STEEL PIPE FILLED W/ CONCRETE ra I 6 4 5 5 vs 1= 111= I1 --11. 11 =11 =11 -11=1 I=II 11 =I 1=11. I EXISTING ,_""GROUND CONCRETE FOOTING •4 4 4 4 4 4 S '4 4 1 4 4 1 1/2" R PAVEMENT GRANULAR BACKFILL FIBER REINFORCED CONC. (3000 PSI) 3" OF TOP SOIL 4 EXTRUDED CONCRETE CURB DETA PAVING BASE 4 C803 •W‘SC4 SANITARY SEWER TYPICAL UTILITY CROSSING HANDICAPPED PARKING SIGN 8' HANDICAPPED TYP. 1 2 VAN ACCESSIBLE 0 RAMP t %/j I 5 WATER MAIN RESERVED PARKING 45 5' s "VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. r 10" DIA. GAS MAIN Ow PI NOTE: ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP SYMBOL DETAIL NO SCALE 20' HANDICAP PARKING SIGN DETAIL RAMP. NO SCALE C803 GREEN ILLUMINATING TAPE (LETTERS) BLUE ILLUMINATING TAPE (SYMBOL BLOCK) WHITE ILLUMINATING TAPE (BACKGROUND) GREEN ILLUMINATING TAPE (ARROW) -GREEN ILLUMINATING TAPE (BORDER) NO SCALE 4" WIDE BLUE STRIPE CONC. WALK 8' HANDICAPPED TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS cao3 NO SCALE NO SCALE •_.,w...11y. d �Fa t(` No. PE19500260 STATE OF )ct ‘616 *q4 DATE: g- o Z THIS DRAWING AND THE IDEAS. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL 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. (2001) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www•schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering