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HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 13EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. #8 CRUSHED STONE BEDDING MATERIAL ONLY; HAND TAMPED OR WALKED INTO PLACE. PLASTIC PIPE (PVC HDPE) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W "8" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT mwmAnimiumminimmernmumwwwwminumigwimmonimmumwmmmornww. A r id ereAgi r r 2" OF 9A SURFACE Ark 6" OF #53 CRUSHED STONE C-0"ASPHALT MULTI-USE PATH DETAIL z 0 LL.1 F- LU LU cc rpeY /4 j to NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 1: OR LES Sing ,,AYAMOW4TAIAVIWY.A.Y.1~M, NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 4" SLAB W/6"X6" NO. 8/8 WWF LEG DETAIL 41mwe mr- SEE SITE PLAN 4" #2 STONE 12" 4" CONC. PAD AT 1 /8"/FT. SLOPE 1/2" SEE LEG DETAIL n OF 11A SURFACE TRASH PAD DETAIL 2" 10' 12" 4"X4" POST I 4 6X6-6/6 WWF 2-#6X 11'-8"© 4"0C SECTION A-A MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH NOTE: STONE STRIP FOR ISLAND INSTALLATIONS ONLY WITHIN PARKING AREAS, PAVEMENT WILL EXTEND TO CONCRETE PAD AND POSTS INSTALLED IN ASPHALT WITH CONCRETE CAP. MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH ENCLOSURE (SEE SITE PLAN FOR MATERIAL) VATION TO MATCH E OF PAVEMENT CURB TAPERS FROM DEPRESSED TO TYP. CURB k SEE SITE PLAN I Y REFER TO PLAN SHEET C 201 REFER TO PLAN SEE SITE PLAN SHEET C201 DUMPSTER PAD4" CONC. REACTION PAD 6" CONC. LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE (REV. PER C.T.R.W.D.) LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE (d)MIN. 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" 8" 0 METAL SLEEVE 6" CONCRETE PAD 2'-0" WIDE THICKENED PAVEMENT 6"X6" 6/6 WWF 8" WIDE THICKENED SLAB J F .:M1111- 116.4 2'-o" SEE PVM'T DETAIL EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W #8 CRUSHED STONE BEDDING MATERIAL ONLY; HAND TAMPED OR WALKED INTO PLACE. NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC HDPE) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT (REV. PER C.T.R.W.D.) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT 'DOH SECTION 403 HOT ASPHALTIC CONCRETE SURFACE #11 110#/SYD COMPACT SUBGRADE TO 90% ASTM D-1557 HEAVY DUTY PAVEMENT SECTION TYPICAL PAVEMENT SECTION CONCRETE PAVEMENT SECTION GREATER I THAN 5' GREATER THAN 5' 9" COMPACTED AGGREGATE BASE IDOH SECTION 303 GALVANIZED STEEL POST -0.5' O.D. MAX. -1" CONC. WASH HANDICAP SIGN DETAIL CONC. WASH MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH CO 1'-6" DIA. CONC. FOOTING IDOH SECTION 403 HOT ASPHALTIC CONCRETE #9 330#/SYD GALVANIZED STEEL SIGN 6" (O.D.) DIA. GALV. PIPE FILLED W/ CONC. (PAINT SAFETY YELLOW) FURN. BY STEEL CONTR. INST. BY CONC. CONTR. #6 X 1'--2" LONG REINF. BAR E.W. LEGEND Be OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND Bc OUTSIDE DIAMETER INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE (d)MIN, 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" 111 ON SITE -INDOT SECTION 403 HOT ASPHALTIC CONCRETE SURFACE #11 COMPACTED AGGREGATE BASE INDOT SECTION 303 COMPACT SUBGRADE TO 90% ASTM D-1557 t COMBINED CONCRETE CURB GUTTER TYPE III AN CONCRETE STRAIGHT CURB 502/V-1 ON SITE PLAN HANDICAPPED SYMBOL NOTES: 1. ALL FACILITIES FOR THE DISABLED SHALL CONFORM WITH THE AMERICANS WITH DISABILITIES ACT AND ALL REVISIONS. 2. THE CHARACTERS AND THE BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERRED. 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 70%. c■i V N\1\ COMPACTED A A '<X\ON SUBGRADE L 2 1/2" NOTE: ALL STRIPES TO BE 4" PAINTED WHITE. 4" TYP. r ASPHALT I PAVEMENT (SEE SPECS.) 5' (UNLESS OTHERWISE NOTED) 1/8" R SCORE SLOPE: SEE GRADE PLAN NOTES: SEE CONCRETE JOINT DETAIL FOR DEPTH OF CONTRACTION JOINT. 2. SEE CONCRETE WALK SECTION FOR LOCATION OF JOINTS. 3. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. INDOT SECTION 403 HOT ASPHALTIC CONCRETE #9 BINDER A 6" X\ R \\I INTEGRAL WALK CURB 8" PLAIN CONCRETE 4. 4 \ii 3 CNJ SUBGRADE COMPACTED TO 93% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D-1557 10' 4' BITUMINOUS PAVEMENT 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 275#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm ON 330#/SYD. HMA BITUMINOUS TYPE 'B' BASE 25.0 mm ON 330#/SYD. HMA BITUMINOUS TYPE 'C' INTERMEDIATE 19.0 mm ON 330#/SYD. HMA BITUMINOUS TYPE `C3' BASE 25.0 mm ON COMPACTED SUBGRADE TYPICAL COLLECTOR STREET CROSS SECTION CITY OF CARMEL STANDARDS NOT TO SCALE OR 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 550#/SYD. HMA BITUMINOUS 5-D BASE ON 2 4" UFTS COMPACTED AGGREGATE BASE #53 ON 6" COMPACTED AGGREGATE #2 BASE ON COMPACTED SUBGRADE OR 10" PLAIN CONCRETE ON 6" COMPACTED #8 STONE ON COMPACTED SUBGRADE 24" 6" COMBINED CONCRETE CURB GUTTER TYPE II 12' CONCRETE CRACK SEALER (DOW) 0 I I I I T/PAVING CONC. WASH PIPE BOLLARD SCORE SCORE RIGHT-OF-WAY 80'-0" COLLECTOR STREET 7' LOCATION OF PROFILE GRADE 0 UNDERDRAIN SEE STANDARD DRAWING 10-9 0 CURB TYPE II SEE STANDARD DRAWING 10-11 0 SODDING RECREATIONAL PATH 0 165#/SYD. HMA BITUMINOUS SURFACE TYPE 'B' ON 275#/SYD. HMA INTERMEDIATE TYPE 13' ON 5" COMPACT AGGREGATE #53 BASE ON COMPACTED SUBGRADE NON-EXTRUDING MATERIAL EXPANSION JOINT CONCRETE JOINT DETAILS PROPERTY LINE 12' NOTES: ADD 1" HAC BINDER OR BASE OR CONCRETE FOR TRUCK TRAFFIC 10% OF ADT CONC. WASH 8" DIA. PIPE FILLED W/ CONC. (PAINT SAFETY YELLOW) FURN. BY STEEL CONTR. INST. BY CONC. CONTR. 1'-6" DIA. CONC. FOOTING #6 X 1'-2" LONG REINF. BAR E.W. -J aw IN11111=11111.11111i1111111111=11111111111111111111111111MIIIMUMBIIIIIIiiiradi 1 111/ 1/2" EXPANSION-/ JOINT (SEE DETAIL) SCORE (SEE DETAIL) 100 VARIABLE SEE SITE PL. 111 1111111 TRANSVERSE EXPANSION JOINTS 4' CURB JOINT DETAIL OF ADT 6'-O" 10' (APPROX.) EXPANSION JOINTS 24'-0" O.C. COMPACTED SUBGRADE TO 90% STANDARD PROCTOR MAX NOTE: LEVELING COURSE MAY BE USED CONCRETE WALK SECTION TOP OF CURB PAVEMENT- BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS CONCRETE WALK 2' WIDE TACTILE WARNING REQUIRED PAVEMENT FACE OF CURB 2" CONC. ROLL CURB SEE PAVEMENT SECTION DETAIL] N) 7.0 0 00 0 PAVEMENT RAMP B COURSE BROOMED SURFACE PLAN VIEW RAMP 4'0" WALK 4' WALK 1/2" PREFORMED JOINT FILLER 12 (MAX) 1 SECTION A-A 20 ORI FLATTER 1r NOTES: 1. CONCRETE FOR RAMP TO MATCH SITE CONCRETE SPECIFICATIONS WITH 6X6,10/10 W.W.F. 2. AGGREGATE TO BE COMPACTED TO 90% OF MODIFIED PROCTOR (ASTM, 01557) OR AS SPECIFIED BY SOILS REPORT 3. CONTRACTOR TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING FACILITIES FOR HANDICAP ACCESSIBILITY. 4* CONC. SIDEWALK HANDICAP RAMP RIGHT-OF-WAY 25' RAD. 2' CURB AND GUTTER 25' RAD. 4' WIDE SIDEWALK NOTE: HANDICAPPED RAMP CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST A.D. A. STANDARDS PLAN VIEW 4' MIN. 0' to 6'8" WIDTH OF RAMP 0' to 6'8" SLOPE 12:1 SLOPE 12:1 SECTION B-B 1:12 MAX, SLOPE SLOP 12.1 SQUARE PATTERN TRUNCATED DOMES USED IN DETECTABLE WARNINGS DETECTABLE WARNING BRICK BRUSHED SAND MIXTURE SETTING BED CONCRETE BASE BRICK SQUARE CONSTRUCTION CONSTRUCTION OF CURB IF SEPARATED FROM RAMP #5 x 2'-0" PAVEMENT ALTERNATE CURB CONSTRUCTION 0.4"-0.9" SECTION A A PROVIDE 2'-O" LEVEL STRIP IF ALGEBRAIC DIFFERENCE EXCEEDS 11% V V \fl_ DETECTABLE WARNINGS ON WAXING SURFACE THE MATERIAL SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. gENERAL NOTL L 8.33% 5% 13.33% 11% 2 2'-0" SIDEWALK RAMP DETAILS CHANGE OF GRADE 2" DETAIL OF RAMP GROOVES 5% MAXIM PROVIDE CURB AS REQUIRED. MAY BE MONOLITHIC WITH LEVEL STRIP 2 THESE DIMENSIONS ARE BASED ON A 6in CURB HEIGHT THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS. z WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF 3'-O. j, THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE. 4, LANDING AREAS AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIBII ITY PRFCLUDES A LANDING SLOPE OF 50:1 IN ANY DIRECTION. THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 50.1 5, IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN. THE LANDING WIDTH MAY BE DECREASED TO 3'-O" MINIMUM. THE RUNNING SLOPE OF THE CURB RAMP MAY BE STEEPENED TO A MAXIMUM OF 10:1 FOR A MAXIMUM 61N. RISE. 6, DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL. ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 10% IF IT IS NOT PRACTICAL 2'-O" WIDE LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. I- Z 0 No. 1*( 10302066 1*1- -01 STATE OF ZiONAL Ittifill111 14 DRAWING: DATE: PROJ. NO.: DRAWN BY: REVISIONS SHEET NO.: C801 FILE z 0 L.L.1 ‹7c CD 2308C801 12/16/05 2308 dwp SEE SITE PL. TERSECTING I I IIIIIIIIIII I I 1111111111111111112111 Fra===rarin E E I D I- A E z t 1 I I I EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. #8 CRUSHED STONE BEDDING MATERIAL ONLY; HAND TAMPED OR WALKED INTO PLACE. PLASTIC PIPE (PVC HDPE) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W "8" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL WITHIN 5' OF EDGE OF PAVEMENT mwmAnimiumminimmernmumwwwwminumigwimmonimmumwmmmornww. A r id ereAgi r r 2" OF 9A SURFACE Ark 6" OF #53 CRUSHED STONE C-0"ASPHALT MULTI-USE PATH DETAIL z 0 LL.1 F- LU LU cc rpeY /4 j to NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 1: OR LES Sing ,,AYAMOW4TAIAVIWY.A.Y.1~M, NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. 4" SLAB W/6"X6" NO. 8/8 WWF LEG DETAIL 41mwe mr- SEE SITE PLAN 4" #2 STONE 12" 4" CONC. PAD AT 1 /8"/FT. SLOPE 1/2" SEE LEG DETAIL n OF 11A SURFACE TRASH PAD DETAIL 2" 10' 12" 4"X4" POST I 4 6X6-6/6 WWF 2-#6X 11'-8"© 4"0C SECTION A-A MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH NOTE: STONE STRIP FOR ISLAND INSTALLATIONS ONLY WITHIN PARKING AREAS, PAVEMENT WILL EXTEND TO CONCRETE PAD AND POSTS INSTALLED IN ASPHALT WITH CONCRETE CAP. MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH ENCLOSURE (SEE SITE PLAN FOR MATERIAL) VATION TO MATCH E OF PAVEMENT CURB TAPERS FROM DEPRESSED TO TYP. CURB k SEE SITE PLAN I Y REFER TO PLAN SHEET C 201 REFER TO PLAN SEE SITE PLAN SHEET C201 DUMPSTER PAD4" CONC. REACTION PAD 6" CONC. LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE (REV. PER C.T.R.W.D.) LEGEND Bc OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE (d)MIN. 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" 8" 0 METAL SLEEVE 6" CONCRETE PAD 2'-0" WIDE THICKENED PAVEMENT 6"X6" 6/6 WWF 8" WIDE THICKENED SLAB J F .:M1111- 116.4 2'-o" SEE PVM'T DETAIL EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC R/W #8 CRUSHED STONE BEDDING MATERIAL ONLY; HAND TAMPED OR WALKED INTO PLACE. NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. PLASTIC PIPE (PVC HDPE) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT (REV. PER C.T.R.W.D.) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY. NOTES: 1. ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS. 2. A MINIMUM 9" OF CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE. REINFORCED CONCRETE PIPE (RCP) TRENCH DETAIL GREATER THAN 5' FROM EDGE OF PAVEMENT 'DOH SECTION 403 HOT ASPHALTIC CONCRETE SURFACE #11 110#/SYD COMPACT SUBGRADE TO 90% ASTM D-1557 HEAVY DUTY PAVEMENT SECTION TYPICAL PAVEMENT SECTION CONCRETE PAVEMENT SECTION GREATER I THAN 5' GREATER THAN 5' 9" COMPACTED AGGREGATE BASE IDOH SECTION 303 GALVANIZED STEEL POST -0.5' O.D. MAX. -1" CONC. WASH HANDICAP SIGN DETAIL CONC. WASH MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH CO 1'-6" DIA. CONC. FOOTING IDOH SECTION 403 HOT ASPHALTIC CONCRETE #9 330#/SYD GALVANIZED STEEL SIGN 6" (O.D.) DIA. GALV. PIPE FILLED W/ CONC. (PAINT SAFETY YELLOW) FURN. BY STEEL CONTR. INST. BY CONC. CONTR. #6 X 1'--2" LONG REINF. BAR E.W. LEGEND Be OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE LEGEND Bc OUTSIDE DIAMETER INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE (d)MIN, 27" SMALLER 3" 30" TO 60" 4" 66" LARGER 6" 111 ON SITE -INDOT SECTION 403 HOT ASPHALTIC CONCRETE SURFACE #11 COMPACTED AGGREGATE BASE INDOT SECTION 303 COMPACT SUBGRADE TO 90% ASTM D-1557 t COMBINED CONCRETE CURB GUTTER TYPE III AN CONCRETE STRAIGHT CURB 502/V-1 ON SITE PLAN HANDICAPPED SYMBOL NOTES: 1. ALL FACILITIES FOR THE DISABLED SHALL CONFORM WITH THE AMERICANS WITH DISABILITIES ACT AND ALL REVISIONS. 2. THE CHARACTERS AND THE BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERRED. 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 70%. c■i V N\1\ COMPACTED A A '<X\ON SUBGRADE L 2 1/2" NOTE: ALL STRIPES TO BE 4" PAINTED WHITE. 4" TYP. r ASPHALT I PAVEMENT (SEE SPECS.) 5' (UNLESS OTHERWISE NOTED) 1/8" R SCORE SLOPE: SEE GRADE PLAN NOTES: SEE CONCRETE JOINT DETAIL FOR DEPTH OF CONTRACTION JOINT. 2. SEE CONCRETE WALK SECTION FOR LOCATION OF JOINTS. 3. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. INDOT SECTION 403 HOT ASPHALTIC CONCRETE #9 BINDER A 6" X\ R \\I INTEGRAL WALK CURB 8" PLAIN CONCRETE 4. 4 \ii 3 CNJ SUBGRADE COMPACTED TO 93% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D-1557 10' 4' BITUMINOUS PAVEMENT 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 275#/SYD. HMA BITUMINOUS INTERMEDIATE 19.0 mm ON 330#/SYD. HMA BITUMINOUS TYPE 'B' BASE 25.0 mm ON 330#/SYD. HMA BITUMINOUS TYPE 'C' INTERMEDIATE 19.0 mm ON 330#/SYD. HMA BITUMINOUS TYPE `C3' BASE 25.0 mm ON COMPACTED SUBGRADE TYPICAL COLLECTOR STREET CROSS SECTION CITY OF CARMEL STANDARDS NOT TO SCALE OR 165#/SYD. HMA BITUMINOUS SURFACE 9.5 mm ON 550#/SYD. HMA BITUMINOUS 5-D BASE ON 2 4" UFTS COMPACTED AGGREGATE BASE #53 ON 6" COMPACTED AGGREGATE #2 BASE ON COMPACTED SUBGRADE OR 10" PLAIN CONCRETE ON 6" COMPACTED #8 STONE ON COMPACTED SUBGRADE 24" 6" COMBINED CONCRETE CURB GUTTER TYPE II 12' CONCRETE CRACK SEALER (DOW) 0 I I I I T/PAVING CONC. WASH PIPE BOLLARD SCORE SCORE RIGHT-OF-WAY 80'-0" COLLECTOR STREET 7' LOCATION OF PROFILE GRADE 0 UNDERDRAIN SEE STANDARD DRAWING 10-9 0 CURB TYPE II SEE STANDARD DRAWING 10-11 0 SODDING RECREATIONAL PATH 0 165#/SYD. HMA BITUMINOUS SURFACE TYPE 'B' ON 275#/SYD. HMA INTERMEDIATE TYPE 13' ON 5" COMPACT AGGREGATE #53 BASE ON COMPACTED SUBGRADE NON-EXTRUDING MATERIAL EXPANSION JOINT CONCRETE JOINT DETAILS PROPERTY LINE 12' NOTES: ADD 1" HAC BINDER OR BASE OR CONCRETE FOR TRUCK TRAFFIC 10% OF ADT CONC. WASH 8" DIA. PIPE FILLED W/ CONC. (PAINT SAFETY YELLOW) FURN. BY STEEL CONTR. INST. BY CONC. CONTR. 1'-6" DIA. CONC. FOOTING #6 X 1'-2" LONG REINF. BAR E.W. -J aw IN11111=11111.11111i1111111111=11111111111111111111111111MIIIMUMBIIIIIIiiiradi 1 111/ 1/2" EXPANSION-/ JOINT (SEE DETAIL) SCORE (SEE DETAIL) 100 VARIABLE SEE SITE PL. 111 1111111 TRANSVERSE EXPANSION JOINTS 4' CURB JOINT DETAIL OF ADT 6'-O" 10' (APPROX.) EXPANSION JOINTS 24'-0" O.C. COMPACTED SUBGRADE TO 90% STANDARD PROCTOR MAX NOTE: LEVELING COURSE MAY BE USED CONCRETE WALK SECTION TOP OF CURB PAVEMENT- BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS CONCRETE WALK 2' WIDE TACTILE WARNING REQUIRED PAVEMENT FACE OF CURB 2" CONC. ROLL CURB SEE PAVEMENT SECTION DETAIL] N) 7.0 0 00 0 PAVEMENT RAMP B COURSE BROOMED SURFACE PLAN VIEW RAMP 4'0" WALK 4' WALK 1/2" PREFORMED JOINT FILLER 12 (MAX) 1 SECTION A-A 20 ORI FLATTER 1r NOTES: 1. CONCRETE FOR RAMP TO MATCH SITE CONCRETE SPECIFICATIONS WITH 6X6,10/10 W.W.F. 2. AGGREGATE TO BE COMPACTED TO 90% OF MODIFIED PROCTOR (ASTM, 01557) OR AS SPECIFIED BY SOILS REPORT 3. CONTRACTOR TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING FACILITIES FOR HANDICAP ACCESSIBILITY. 4* CONC. SIDEWALK HANDICAP RAMP RIGHT-OF-WAY 25' RAD. 2' CURB AND GUTTER 25' RAD. 4' WIDE SIDEWALK NOTE: HANDICAPPED RAMP CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST A.D. A. STANDARDS PLAN VIEW 4' MIN. 0' to 6'8" WIDTH OF RAMP 0' to 6'8" SLOPE 12:1 SLOPE 12:1 SECTION B-B 1:12 MAX, SLOPE SLOP 12.1 SQUARE PATTERN TRUNCATED DOMES USED IN DETECTABLE WARNINGS DETECTABLE WARNING BRICK BRUSHED SAND MIXTURE SETTING BED CONCRETE BASE BRICK SQUARE CONSTRUCTION CONSTRUCTION OF CURB IF SEPARATED FROM RAMP #5 x 2'-0" PAVEMENT ALTERNATE CURB CONSTRUCTION 0.4"-0.9" SECTION A A PROVIDE 2'-O" LEVEL STRIP IF ALGEBRAIC DIFFERENCE EXCEEDS 11% V V \fl_ DETECTABLE WARNINGS ON WAXING SURFACE THE MATERIAL SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. gENERAL NOTL L 8.33% 5% 13.33% 11% 2 2'-0" SIDEWALK RAMP DETAILS CHANGE OF GRADE 2" DETAIL OF RAMP GROOVES 5% MAXIM PROVIDE CURB AS REQUIRED. MAY BE MONOLITHIC WITH LEVEL STRIP 2 THESE DIMENSIONS ARE BASED ON A 6in CURB HEIGHT THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGHTS. z WHERE SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN, SUCH WIDTH MAY BE DECREASED TO A MINIMUM OF 3'-O. j, THE BOTTOM EDGE OF THE CURB RAMP SHALL BE FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER LINE. 4, LANDING AREAS AT THE TOP OF CURB RAMPS SHALL HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIBII ITY PRFCLUDES A LANDING SLOPE OF 50:1 IN ANY DIRECTION. THE SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT EXCEED 50.1 5, IF SITE INFEASIBILITY PRECLUDES CONSTRUCTION TO THE WIDTH SHOWN. THE LANDING WIDTH MAY BE DECREASED TO 3'-O" MINIMUM. THE RUNNING SLOPE OF THE CURB RAMP MAY BE STEEPENED TO A MAXIMUM OF 10:1 FOR A MAXIMUM 61N. RISE. 6, DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH OF TRAVEL. ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 10% IF IT IS NOT PRACTICAL 2'-O" WIDE LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. I- Z 0 No. 1*( 10302066 1*1- -01 STATE OF ZiONAL Ittifill111 14 DRAWING: DATE: PROJ. NO.: DRAWN BY: REVISIONS SHEET NO.: C801 FILE z 0 L.L.1 ‹7c CD 2308C801 12/16/05 2308 dwp SEE SITE PL. TERSECTING