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HomeMy WebLinkAboutCivil Details-C60001 (V2)BICYCLE RACK TO BE STEEL AND COATED WITH BLACK THERMOPLASTIC POWDER BICYCLE RACK TO BE SECURELY ANCHORED TO A DEPTH OF 3-5/8" IN CONCRETE SLAB. as =k CONCRETE °d - e d FRONT VIEW SIDE VIEW - SPACING 1 INVERTED "U" BICYCLE RACK N. MAINTAIN ASPHALT 1 » SURFACE FLUSH 12" 6" WITH GUTTER HMA SURFACE & BASE PAVEMENT SLOPE 2% SLOPE 0 -0 0 -0 0� 000 O0000 ( 0 0°0 0 0 0 °0 0 ° 00 00 Q ° O 08 o° ° REVERSE 00 00 ° 0 00 o $ CURB & 12» �I 00(0�0 O ° O° GUTTER z 0 00 Oo 000 0° 0 0 ° 000° O O 0000° 0 0 ° 0 0 �My-� ��--yy o 0° O%� 0 00 0 (� o 0 00 ° o O p o 0 � "lJ° 00 o ° �JOO� bo00006,00 oOOO� oOOOOO OO OO O 00 00 0o �0 oopo Oo00 0000 0 o O BITUMINOUS MINIMUM 4" AGGREGATE BASE TACK COAT COMPACTED TO 95% STANDARD PROCTOR CURB NOTES: 1. 3/4" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH TWO #6 COATED SMOOTH DOWEL BARS (3/4" DIAMETER X 18") WITH GREASED CAPS SHALL BE PLACED EVERY 45 FEET. THEY SHALL ALSO BE PLACED AT 10' EITHER SIDE OF DRAINAGE STRUCTURES, P.C.'S, RADIUS POINTS, AND BACK OF CUL—DE—SACS. WHEN EXPANSION JOINTS ARE CONSTRUCTED ADJACENT TO EXISTING CURB AND GUTTER, THE EXISTING CURB SHALL BE DRILLED, AND TWO # 6 COATED SMOOTH DOWEL BARS (3/4" DIAMETER x 18") SHALL BE GROUTED IN PLACE. GREASE CAPS SHALL BE PLACED ON THE SIDE OF THE NEW CURB AND GUTTER AND SHALL HAVE A PINCHEDSTOP THAT WILL PROVIDE A MINIMUM 1" EXPANSION SEALANT. 2. TOOLED CONTROL JOINTS SHALL BE MADE EVERY 15 FEET. SAWCUT JOINTS ARE NOT PERMITTED. 3• TWO (2) #4 REBARS SHALL BE PLACED CONTINUOUS THROUGHOUT THE CURB AND GUTTER. 4. CURB & GUTTER SHALL HAVE BROOM FINISH (TYP). 5 CONCRETE REVERSE CURB &GUTTER N.T.S. #3@12" O.C. REINFORCED, E.W. CONCRETE TOP OF SLAB PER C30001 FINISH GROUND `) PER PLAN 01 00° 0�°b� 0 Na O ° iS O LO 00 cio /60 \//�T/T STONE 1) #4 CONT. TOP & BOTT 1'-0" 9 CONCRETE DUMPSTER PAD N.T.S. 1.5" HOT MIX ASPHALT SURFACE COURSE, 9.5MM, N50, PG 64-22 2 FLEXIBLE P N.T.S. MAINTAIN ASPHALT SURFACE FLUSH 12" 7" WITH GUTTER HMA SURFACE 1/2" MAX @ ADA RAMPS & BASE 1-1/2" MAX @ DRIVEWAYS PAVEMENT SLOPE 2% SLOPE 2.5" HOT MIX ASPHALT BINDER COURSE, 19.OMM N50, PG 64-22 8" AGGREGATE INDOT APPROVED BASE COURSE, ' COMPACTED TO 100% MPD REMOVE AND RECOMPACT TOP 12" OF EXISTING SUBGRADE OR TOP 12" OF IMPORT FILL TO 95% MPD AVEMENT SECTION oO 0 00 0 �� °o / O O o �O O ° /L REVERSE CURB & 00 O00 °� O�O°�Oo ° ° GUTTER, FLOW 0 O Qo AWAY FROM CURB 12" �I O 00 oa o00 0 $ O �b ° 00 0 00 °o 00 °o °o 000 O° °°00 °°O O� °�oOO O� ° oOO O°O °O 00 0 00 Oo 00 00 °O o °o ° O °O ° °O ° BITUMINOUS MINIMUM 4" AGGREGATE BASE TACK COAT COMPACTED TO 95% STANDARD PROCTOR CURB NOTES: 1. 3/4" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH TWO #6 COATED SMOOTH DOWEL BARS (3/4" DIAMETER X 18") WITH GREASED CAPS SHALL BE PLACED EVERY 45 FEET. THEY SHALL ALSO BE PLACED AT 10' EITHER SIDE OF DRAINAGE STRUCTURES, P.C.'S, RADIUS POINTS, AND BACK OF CUL—DE—SACS. WHEN EXPANSION JOINTS ARE CONSTRUCTED ADJACENT TO EXISTING CURB AND GUTTER, THE EXISTING CURB SHALL BE DRILLED, AND TWO # 6 COATED SMOOTH DOWEL BARS (3/4" DIAMETER x 18") SHALL BE GROUTED IN PLACE. GREASE CAPS SHALL BE PLACED ON THE SIDE OF THE NEW CURB AND GUTTER AND SHALL HAVE A PINCHEDSTOP THAT WILL PROVIDE A MINIMUM 1" EXPANSION SEALANT. 2. TOOLED CONTROL JOINTS SHALL BE MADE EVERY 15 FEET. SAWCUT JOINTS ARE NOT PERMITTED. 3• TWO (2) #4 REBARS SHALL BE PLACED CONTINUOUS THROUGHOUT THE CURB AND GUTTER. 4. CURB & GUTTER SHALL HAVE BROOM FINISH (TYP). 6 CONCRETE REVERSE DEPRESSED CURB (0. 12 N.T.S. BROOM FINISH (THICKNESS/4) + 1 INCH 2" MIN. 6X6 W2.9XW2.9 WELDED WIRE FABRIC E 10 RIGID PAVEMENT N.T.S. 8" 3500 PSI PORTLAND CEMENT CONCRETE 4" INDOT APPROVED AGGREGATE DRAINAGE COURSE, COMPACTED TO 95% MPD. REMOVE AND RECOMPACT TOP 12" OF EXISTING SUBGRADE OR TOP 12" OF IMPORT FILL TO 95% MPD A B C D E F 1 /8" ISOLATION JOINT (MIN.) PREMOLDED L��l_11I VARIES MILLED PAVEMENT LEGEND A. MILL 2" ASPHALT AND RESURFACE 2" ASPHALT CONCRETE SM-9.5 B. HIGH STRENGTH NON —WOVEN FIBERGLASS/POLYESTER INTERLAYER PAVING MAT— TRUMBULL OR APPROVED EQUAL C. TACK COAT APPLIED PER CURRENT INDOT SPECIFICATIONS D. EXISTING ASPHALT PAVEMENT TO REMAIN E. EXISTING AGGREGATE SUB —BASE F. EXISTING SUB —GRADE G. CLEAN AND FILL ALL VISIBLE CRACKS PER ASPHALT PAVING SPECIFICATION. 3 MILLED PAVEMENT SECTION N.T.S. 1 /8" SAWCUT CONTROL JOINT (MIN.) T/4+1" PORTLAND CEMENT CONCRETE 5" 3500 PSI NON REINFORCED FOR PEDESTRIAN TRAFFIC ONLY 8" 3500 PSI REINFORCED AT VEHICULAR CROSSING, 6X6 W2.9XW2.9 WELDED WIRE FABRIC o 4" AGGREGATE INDOT APPROVED BASE COURSE 3 COMPACTED TO 100% MPD SUBGRADE COMPACTED TO 85% MPD FOR NON —VEHICULAR TRAFFIC, 95% UNDER VEHICULAR TRAFFIC JOINT SEALANT FILLER / HOLD DOWN 1 /8" PORTLAND CEMENT CONCRETE i` 5" 3500 PSI NON REINFORCED FOR PEDESTRIAN TRAFFIC ONLY X 8" 3500 PSI REINFORCED AT VEHICULAR T/4+1" CROSSING, 6X6 W2.9XW2.9 WELDED WIRE FABRIC „ r('R $goo 4 AGGREGATE INDOT APPROVED BASE COURSE o °°$e° ® COMPACTED TO 100% MPD 1 \ /1" SUBGRADE COMPACTED TO 85% MPD FOR NON —VEHICULAR SIDEWALK NOTES: TRAFFIC, 95% UNDER VEHICULAR TRAFFIC 1. WIDTH PER PLAN. 2. MAXIMUM TRAVEL SLOPE SHALL NOT EXCEED 5% (20:1). 3. MAXIMUM CROSS SLOPE & AT LANDINGS SHALL BE 2% (50:1). 4. AGGREGATE BASE COURSE SHALL BE MECHANICALLY COMPACTED. 5. SIDEWALK SHALL BE PROMPTLY BACKFILLED AND PROTECTED FROM DAMAGE. 6. SIDEWALK SHALL HAVE A BROOM FINISH. 7. UNLESS OTHERWISE NOTED, CONTROL JOINTS TO BE 5' O.C. 8. UNLESS OTHERWISE NOTED, ISOLATION JOINTS TO BE 50' O.C., ABUTTING CURB, OTHER WALKS OR STRUCTURES, AND CHANGES OF DIRECTION. 7 CONCRETE SIDEWALK N.T.S. HMA SURFACE — & BASE COMPACTED AGGREGATE 1„I 6„ \/ . 18" MAINTAIN ASPHALT 12" 1 6" SURFACE 1/4"ABOVE GUTTER FLAG. HMA SURFACE SLOPE 6% & BASE 0 �z • IM 10110117T1 V IN V • CURB NOTES: 1. 3/4" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH TWO #6 COATED SMOOTH DOWEL BARS (3/4" DIAMETER X 18") WITH GREASED CAPS SHALL BE PLACED EVERY 45 FEET. THEY SHALL ALSO BE PLACED AT 10' EITHER SIDE OF DRAINAGE STRUCTURES, P.C.'S, RADIUS POINTS, AND BACK OF CUL—DE—SACS. WHEN EXPANSION JOINTS ARE CONSTRUCTED ADJACENT TO EXISTING CURB AND GUTTER, THE EXISTING CURB SHALL BE DRILLED, AND TWO # 6 COATED SMOOTH DOWEL BARS (3/4" DIAMETER x 18") SHALL BE GROUTED IN PLACE. GREASE CAPS SHALL BE PLACED ON THE SIDE OF THE NEW CURB AND GUTTER AND SHALL HAVE A PINCHEDSTOP THAT WILL PROVIDE A MINIMUM 1" EXPANSION SEALANT. 2. TOOLED CONTROL JOINTS SHALL BE MADE EVERY 15 FEET. SAWCUT JOINTS ARE NOT PERMITTED. 3• TWO (2) #4 REBARS SHALL BE PLACED CONTINUOUS THROUGHOUT THE CURB AND GUTTER. 4. CURB & GUTTER SHALL HAVE BROOM FINISH (TYP). 4 CONCRETE CURB &GUTTER (6-12. N.T.S. Rai wn CONC. TOP IWN " SCHEDULE 80 STEEL OST, FILLED WITH CONC. 0 I FINISHED GRADE $ 6" PIPE BOLLARD PAVEMENT SLOPE � V, � 1/2" MAX @ ADA RAMPS 1-1/2" MAX © DRIVEWAYS r U) I— cnz zw Q:fw W 0 0 0 0 0 O p °°Op0 o 000 00 Y w N U> O 0 W W 00 00 p 0 000000Q�� O° DEPRESSED% CURB w oocn�Ln 00 ((00 00 ° oOd OU 0 00 12" �I O )O o00 000 o O OO o0000 °0CbO0°000°Oo'000oo'O O 00 00 oU 00 0 00 BITUMINOUS °o o °o °o TACK COAT MINIMUM 4" AGGREGATE BASE COMPACTED TO 95% STANDARD PROCTOR N.T.S. CURB NOTES: 1. 3/4" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH #6 COATED SMOOTH DOWEL BAR (3/4" DIAMETER X 18") WITH GREASED CAPS SHALL BE PLACED EVERY 45 FEET. THEY SHALL ALSO BE PLACED AT 10' EITHER SIDE OF DRAINAGE STRUCTURES, P.C.'S, RADIUS POINTS, AND BACK OF CUL—DE—SACS. WHEN EXPANSION JOINTS ARE CONSTRUCTED ADJACENT TO EXISTING CURB AND GUTTER, THE EXISTING CURB SHALL BE DRILLED, AND TWO # 6 COATED SMOOTH DOWEL BARS (3/4" DIAMETER x 18") SHALL BE GROUTED IN PLACE. GREASE CAPS SHALL BE PLACED ON THE SIDE OF THE NEW CURB AND GUTTER AND SHALL HAVE A PINCHEDSTOP THAT WILL PROVIDE A MINIMUM 1" EXPANSION SEALANT. 2. TOOLED CONTROL JOINTS SHALL BE MADE EVERY 15 FEET. SAWCUT JOINTS ARE NOT PERMITTED. 3. TWO (2) #4 REBARS SHALL BE PLACED CONTINUOUS THROUGHOUT THE CURB 4. CURB & GUTTER SHALL HAVE BROOM FINISH (TYP). 11 CONCRETE BARRIER/DEPRESSED CURB N.T.S. PROJECT NAME: 96TH STREET GARAGE MAINTENANCE BUILDING AND SITE WORK COL-00255676-Ai �RNKAR. • r�S ���siEgfyq% •� No 21183 r STATE OF •; �, �• E' ••....••' Gam: •`''poIVAL�N� �jic�12[7 CONSULTANT STAMP Exp A/E, Inc. t: +1.614.744.4300 I f: +1.614.744.4350 150 E. Gay Street ��� Suite 1510 `�� Columbus, OH 43215 V xU.S.A. www.exp.com • BUILDINGS • EARTH & ENVIRONMENT • ENERGY• • INDUSTRIAL • INFRASTRUCTURE • SUSTAINABILITY • REVISIONS / AUTHORIZATIONS NO. REVISIONS / AUTHORIZATIONS DATE BY 3 BULLETIN 3 08/03/20 M B BULLETIN 2 07/16/20 M B PERMIT ISSUE 06/26/20 M B BULLETIN 1 06/19/20 M B ADDENDUM A 06/09/20 M B BID ISSUE 05/14/20 MB C D ISSUE 2 05/07/20 M B PROPRIETARY AT&T INFORMATION NOT FOR GENERAL USE OR DISCLOSURE OUTSIDE OF AT&T THIS INFORMATION MAY ONLY BE USED BY AUTHORIZED PERSONNEL OF THE LOCAL GOVERNMENT AGENCY IN CONNECTION WITH APPLICATION FOR PERMITS AND AUTHORIZATIONS FOR BUILDINGS, CONSTRUCTION, AND/ OR ZONING CHANGES. _ DRAWINGS PREPARED FOR AT&T CORPORATE REAL ESTATE PROJECT_ DRAWING 01 4160 E. 96TH STREET INDIANAPOLIS IN US CRMLIN02 116427.01 N26102 SHEET TITLE: DETAILS CIVIL 1T&T PROJECT NUMBER: DATE: - - - SCALE: AS SHOWN M 2 8 3 0 4 DRAWN BY: MO CHECKED BY: CM \T&T AUTHORIZATION: SHEET: - OF: - SHEETS SHEET NO. AT&T DRAWING NO.: kT&T PM: NIGEL DOWNTON M28304C60001 C60001