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HomeMy WebLinkAbout06080010.10NOTE: ALL STRIPES TO BE 4• PAINTED WHITE PAINTED HANDICAP io SYMBOL DETAIL c8o3 NO SCALE EXISTING CURB EXISTING PAVEMENT III -III -III -- — 2 - -- - - -- 4 PREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF STANDARD INDOT SPECS. 165 # /SYD. (1.5') HMA BITUMINOUS SURFACE 9.5 mm ON O2 275# /SYD. (2.5') HMA BITUMINOUS INTERMEDIATE 19.0 mm ON O3 550 # /SYD. (5') COMPACTED AGGREGATE #53 ON ® COMPACTED SUBGRADE �C WIDTH OF RECREATIONAL ASPHALT PATH DESIGNATED BY CARMEL ALTERNATIVE TRANSPORTION PLAN MULTI —USE PATH DETAIV 11 C803 Utility strip width: Type G - 2' -0 min. 5' -0 min. for Type G Varies Type H - 0 6' -0 min. for Type H SECTION B —B q SldeWa�k 0 6•_a 6' p mm. `Z H Vnriac B� SECTION A -A a o\tie o� e, 1 A B RAM G N OTES: 10. Sidewalk across approach shall be sloped at 50:1 maximum transversely. 6. See Standard Drawing E 604 - SWCR -02 for groove details. 11. See Standard Drawing E 604 - SWCR -02 for typical ramp construction 7. See Standard Drawings E 604 - SWCR -02 for details of the detail, detectable warning surface. 12. See Standard Drawing E 604 - SWCR -01 and -02 for Location Plan and B. See Standard Drawing E 604 - SWCR -02 General Notes respectively. for alternate curb construction. 13. Vertical face curb optional. SIDEWALK CURB RAMPS TYPE G AND TYPE H GENERAL NOTES: O1 THESE DIMENSIONS ARE BASED ON A 4 N. CURB HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS �2 WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF 3' -0•. O3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE O LANDING AREAS AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SIR 14FEASIBIUTY PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DIRECTION, THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 50:1. OS IF SITE INFEASIBILITY PRECLIIDES cONsTRUcToN To THE WIDTH SHOWN, THE LANDING WIDTH MAY BE DECREASED TO V -0• MINIMUM. THE RUNNING SLOPE OF THE CURB RAMP MAY BE STEEPENED TO A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE. © DRAINAGE WIEIS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PIDDLES AT THE PATH OF TRAVEL ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE OF CURB RAMP AND THE GUTTER SHALL BE LIMITED TO LESS THAN 11X IF IT IS NOT PRACTICAL, A 2' -0• WIDE LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. B --;1 A \ osd Model No. BA -2S j I n I +•.,��, I III 11` # ~ I I Front Elevation Side Elevation , ^- Plan View BIKE RACK DETAILS 8 NO SCALE G803 12' GREEN - ILLUMINATING TAPE (LETTERS) BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) GREEN - ILLUMINATING TAPE (BORDER) DETECTABLE WARNING ELEMENTS 0 'VAN ACCESSIBLE" TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. SETTING BED CONCRETE BASE INTEGRAL CURB HANDICAP PARKING SIGN DETAIL s SLOPE 121 _ NO SCALE C803 RAIWP PAVEMENT 1/2• PREFORMED JOINT FILLER n 0 0.4• -� 0.9 " -1.4• 8.33% + 5% = 1133% > 11% B•33X MAXIMUM 5% MAXIMUM SECTION o-a SQUARE PATTEM z' -D' PROVIDE 2' -0• IPVEL STRIP IF ALGEBRAIC DIFFERENCE 1�-IROVIIDE CURB AS REQUIRED TRUNCATED DOMES USED EXCEEDS 11% MAY BE MONOLITHIC WITH IN DETECTABLE WARNINGS LEVEL STRIP. DETECTABLE WARNING BRICK CHANGE OF GRADE BRUSHED SAND MIXTURE SETTING BED SLOP >I2; = CONCRETE BASE 2• 2• 2• PAVEMENT DETAIL OF RAMP GROOVES o BRICK SURFACE CONSTRUCTION SLO>_E b- #5 SPA. O te• PAVEMENT CONSTRUCTION OF CURB IF SEPERATED FROM RAMP m -6. #5 x 2'-0• ALTERNATE CURB CONSTRUCTION HANDICAP RAMP DETAILS /1�2 C803 11Y PREFORMED JOINT FILLER SLOPE TO MATCH ADJACENT CURB CEMENT CONCRETE PAVEMENT ' . FOR DRIVEWAYS 6" .w' COMPACTED SUBGRADE NOTES: CLING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES„ MIEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE CONTROL JOINTS EVERY 5' ON RADN OTHERNIIISE EMERY 10' USE B' THICK CONCRETE FOR COMM EIRCIAL DRIVES FOR LOCAL ROADS FACE OF CURB IS TO BE 6 3/4', BACK OF CURB 12 314' * ALL OTHER ROADS FACE OF CURB IS TO BE 7 1 /2% BACK OF CURB 13 1/2' COMBINED DEPRESSED CURB AND GUTTER 13 C803 SPACING BETWEEN TRANSVERSE JOINTS SHALL NOT EXCEED 1.25 TIMES WIDTH SIDEWALK BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHI E R IS G A R. JOINTS SHALL BE TOOLED OR SAWED TO A DEPTH OF 1/4 THE SIDEWALK THICKNESS. THE S1TACE-BEFfIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO 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 WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. 48' -0" BETWEEN EXPANSION JOINTS (MAX :.i►� �' Hisi ....... crii��i�. it CONCRETE WALK GRADE 6 SLOPE: 1:50 (MAX.) 1-1/2" R PAVEMENT N SCORE 1/4" R D �-'--- COMPACTED� 008 SUBGRADE oo 6" CONCRETE CURB AND WALK r5 C803 HANDICAP PARKING SIGN 8' min I 8' min HANDICAP 5' HANDICAP TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS s NO SCALE C803 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN rl LANDSCAPE AREA w rl II II I II HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. ASPHALT �w I Q CONCRETE FOOTING � - CJ2� Z O I 0 - �G U-� SURFACE NO SCALE 0 V) O N Lim� O- �L� BINDER #9 w t/1 O w !n W4 C L Z 3" TYPE B BASE Wj of W > G!F O Z D N/A z 6' -0" BETWEEN z Nc w CRUSHED STONE E N/A N/A TRANSVERSE JOINTS 48' -0" BETWEEN EXPANSION JOINTS (MAX :.i►� �' Hisi ....... crii��i�. it CONCRETE WALK GRADE 6 SLOPE: 1:50 (MAX.) 1-1/2" R PAVEMENT N SCORE 1/4" R D �-'--- COMPACTED� 008 SUBGRADE oo 6" CONCRETE CURB AND WALK r5 C803 HANDICAP PARKING SIGN 8' min I 8' min HANDICAP 5' HANDICAP TYP. TYP. 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS s NO SCALE C803 STOP SIGN INSTALLED IN HANDICAP, NO PARKING SIGN rl LANDSCAPE AREA INSTALLED IN PARKING LOT. rl II II I II HANDICAP LOCATIONS 2 -SIDED WHERE STALLS FACING. 2" STEEL PIPE, ROUND OR SQUARE, SET IN CONCRETE 6- STEEL PIPE FILLED W1 CONCRETE 1 E;; �c¢i HEAVY DUTY I I DRAWN BY- wp ASPHALT �w I d +dt =10" CONCRETE FOOTING � - 2' -0' 1.5" HMA 9.5MM 1.5" HMA 9.5MM I TRAFFIC ¢ zl m IN. TO CURB SURFACE NO SCALE C803 Lim� 2.0" HMA 12. B BINDER #9 `-MOWING EDGE ,)MM BINDER #9 C 6" #53 CRUSHED 8" #53 CRUSHED 1 E;; LIGHT DUTY HEAVY DUTY RIGHT -OF -WAY DRAWN BY- ASPHALT ASPHALT ASPHALT I d +dt =10" CONCRETE FOOTING � - '1 �() CONCRETE FOOTING 1.5" HMA 9.5MM 1.5" HMA 9.5MM 1.5" HMA 9.5MM TRAFFIC SIGNAGE 7 :) SURFACE NO SCALE C803 BASE Cn � O nTI Z r�Tl �lJ M C7 �CT1 C W — J WE —J 1 D -i :;u D O � � Z -1 z D G7 D d I r d, TYPICAL PAVEMENT SECTION DETAILS , C803 CONCRETE PAVEMENT d =8" CONCRETE WITH 6X6 6/6 WWF C11=6" #53 CRUSHED LIMESTONE NOTES: 1. ADD 1" TO ALL TOTAL BITUMINOUS AND CONCRETE THICKNESSES IF ANTICIPATED TRUCK TRAFFIC IS GREATER THAN 10%.. 2. SUBGRADE SHALL BE PREPARED PER INDQT No. 207. 3. ADD TACK COAT. 6" CONC. CURB 2' -0" D ' A D.. A D D A D A A. A BACKFILL TAPERED CURB END DETAIL 2 NO SCALE C803 6„ 1 /4" 3 TOP SOIL r COMPACTED BACKFILL j \\ BITUMINOUS PAVEMENT CLASS "A" 6' CONCRETE MINIMUM STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2' DAMPEN SUBGRADE BEFORE PLACING CCNCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 3 C803 0 0 u7 0 CO \ Cn � I I Zw U U U Ljw Lj GI- a- z z Z o 0 pint' >- �ww \`\\\R I�IIUnO�''''''% �G � SITE,�� * PE19500260 Ct STATE OF ",!�,'I ZONAL 11,11 � °\`' DATE: ` ©� 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. (2006) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 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 ISIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering LIGHT DUTY HEAVY DUTY RIGHT -OF -WAY DRAWN BY- ASPHALT ASPHALT ASPHALT SHEET TITLE: d +dt =10" (d+d1= 5 " +8 " =13 ") d +d1= 6 " +12 " =18" A 1.5" HMA 9.5MM 1.5" HMA 9.5MM 1.5" HMA 9.5MM SURFACE SURFACE SURFACE 1.5" HMA 12.5MM 2.5" HMA 12.5MM 2.0" HMA 12. B BINDER #9 BINDER #9 ,)MM BINDER #9 C 6" #53 CRUSHED 8" #53 CRUSHED 3" TYPE B BASE LIMESTONE LIMESTONE 25.0 MM D N/A N/A 4„ #53 ♦ W w CRUSHED STONE E N/A N/A 4 #2 E-1 E--!::4-I E— Tv, t CRUSHED STONE F N/A N/A N/A CONCRETE PAVEMENT d =8" CONCRETE WITH 6X6 6/6 WWF C11=6" #53 CRUSHED LIMESTONE NOTES: 1. ADD 1" TO ALL TOTAL BITUMINOUS AND CONCRETE THICKNESSES IF ANTICIPATED TRUCK TRAFFIC IS GREATER THAN 10%.. 2. SUBGRADE SHALL BE PREPARED PER INDQT No. 207. 3. ADD TACK COAT. 6" CONC. CURB 2' -0" D ' A D.. A D D A D A A. A BACKFILL TAPERED CURB END DETAIL 2 NO SCALE C803 6„ 1 /4" 3 TOP SOIL r COMPACTED BACKFILL j \\ BITUMINOUS PAVEMENT CLASS "A" 6' CONCRETE MINIMUM STRAIGHT CONCRETE CURB NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE TOOLED OR SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/2' DAMPEN SUBGRADE BEFORE PLACING CCNCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 3 C803 0 0 u7 0 CO \ Cn � I I Zw U U U Ljw Lj GI- a- z z Z o 0 pint' >- �ww \`\\\R I�IIUnO�''''''% �G � SITE,�� * PE19500260 Ct STATE OF ",!�,'I ZONAL 11,11 � °\`' DATE: ` ©� 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. (2006) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrision 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 ISIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: C+) O 6096.001 DRAWN BY- CHECKED BY: RJS ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \6k \6096 \001 \dwgs \C803- C805.dwg Qi Q XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg Q Z SHEET NO.: W � w>• Cd p7q 1 O CD C`\2 d M ♦ W w W W O E-1 E--!::4-I E— Tv, t o�j w E w M 04 � o E— � O Q11 z O DATE: PROJECT NO.: 7/20/06 6096.001 DRAWN BY- CHECKED BY: RJS ALF SHEET TITLE: GENERAL DETAILS DRAWING FILES: S: \6k \6096 \001 \dwgs \C803- C805.dwg XREF: F:\TSC-LDT4\cis-stnd\SheetNotes\Titlel.dwg XREF: S: \3k \3462 \006 \dwgs \AS4- CFD.dwg XREF: S: \3k \3462 \006 \drainage \BMP \Concrete Sill. SHEET NO.: