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HomeMy WebLinkAbout06070008.17i • it 3\4A'T A-1 Sidewalk C 6 -30 -06 \-2' CHAMFER A'Smp C Class "A Conc. 8. Maximum Romp Slope 1' /ft. A_j Place Isolation Joint At Bock Of Curb Line PLAN VIEW Pavement Romp 1 Sidewalk ACCESS 10 4' VIEW i Var. Width Of Vor. Isolation Joint Ramp 3' M in Section "A —A" z t Contraction Joint (Typ.) Section "B —B" Section "C —C" � W W W W J Q TYPE I CITY OF CARMEL STANDARDS CURB RAMP FOR HANDICAPPED REVISED 0 Z FIGURE Q Q 10 -16 ACCESSIBLE PARKING SYMBOL Z 0 Tel I N e 0 I M N GALVANIZED STEEL SIGN ADDITIONAL SIGN REQ'D. AT VAN ACCESSIBLE SPACES ONLY LACCESSIBLE_j Eort NOTE: ALL SUBSURFACE PIPE UNDERDRAIN DRAIN SHALL BE DOUBLE (Typical Installations) . WALL HANCOR HI —Q OR EQUIVALENT. NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1'= 1' —O' CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED FIGURE 10 -9 O GALVANIZED STEEL POST 0 0 NOTES: 0 1. ALL FACILITIES FOR THE DISABLED SHALL 0 CONFORM WITH THE AMERICANS WITH DISABILITIES 0 ACT AND ALL REVISIONS. O 0 2. THE CHARACTERS AND THE BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE, OR 0 OTHER NON —GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. LIGHT CHARACTERS ON DARK BACKGROUND ARE PREFERED. 3. CONTRAST LEVELS OF SYMBOLS TO BACKGROUND TO BE A MINIMUM OF 70% 0 0 0 CONC. WASH °& A ..�. n P I. P I I P CONC. FOOTING R I I P #6 X 1' -2" LONG REINF. BAR E.W. R P a P N Top Soil sn RIP r4 �. �Closs "A7 Concrete "9�0115*/R'001\ or Aggregate Bose NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. I Scale: I CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB do GUTTER (TYPE II) REVISED_ F 1� 1U _ . -- 24" SLOPES 1/2" TO GUTTER TOP OF ASPHALT 6" PAVEMENT. USE TYPE "A" 1/2-R. ASPHALT, SEE BP STD. : SPEC. SHEET BP —S -1 (ASPHALT PAVING SECTION' N f a � CRUSHED STONE AGGREGATE ASPHALTIC EXPANSION JOINT w. /TOOLED CONC. __ EDGE CONCRETE SLAB III -1i 7j P CRUSHED STONE` AGGREGATE 24" CURB AND GUTTER 5' -TT.. � =r " _. 4 COMPACTED GRAN; AGGREGATE MATERIAL 6 -0" CONCRETE WALK BY CONSTRUCTION M-.; 2" ASPHALT 6" PAVEMENT f (SEE SPECS.) CONCRETE STRAIGHT CURB THICKENED EDGE 1" HAC SURFACE ON 9" HAC BASE 6" CONCRETE SLAB W/ FIBER REINFORCEMENT 10" PC CONCRETE h 2' -0" _ I- -r- CONCRETE /ASPHALT PAVEMENT INTERFACE SECTION 0 I Ln 4000 PSI — 6% AIR ENTRAINED CONCRETE 1 , A COMPACTED SUBGRADE TO 90% T OF ASTM D -1557 CONCRETE PAVEMENT SECTION ON SITE 1.5" #11 HMA SURFACE 2" #8 HMA BINDER 3" #5D H.A.C. BASE 7" #53 STONE ON 4" #2 STONE COMPACTED SUBGRADE 95% ASTM D -1557 (IF EXISTING SECTION IS GREATER, MATCH EXISTING) (CONSTRUCT TEMPORARY APRON PER SITE PAVEMENT DETAIL, BELOW) TYPICAL PAVEMENT SECTION WITHIN CITY OF CARMEL PUBLIC R/W 1" H.A.C. #11 SURFACE 3" H.A.C. #8 BINDER 3" #53 STONE 4" #2 STONE TYPICAL PAVEMENT SECTION ON SITE 10' -0" 50' -0" AX BACK OF CURB MAX F , p p � EXPANSION FACE OF CURB TRANSVERSE JOINTS TRANSVERSE CONTRACTION JOINTS CURB JOINT DETAIL COMPACTED STONE TO MATCH CORNER CHAMFER BOTTOM OF PAVEMENT SECTION 1) COLLAR TO SLOPE WITH PAVEMENT GRADE PER PLANS 2) 4000 PSI, AIR ENTRAINED CONC W/ WWF 6X6 -6/6 CONCRETE INLET COLLAR 5' MIN 6' MIN 5' MIN 6' MIN 5' MIN TACTILE AC L WARNING WARNING 6" CURB REQUIRED REQUIRED 'n 5' MIN. 6' RAMP 12" " e �1 �"✓�, '.'' yam'. _? ". ?'„ � f 2 '.L % :. a � Y 6 "COMPACTED AGGREGATE COMPACTED SUBGRADE SECTION VIEW NOTES: 1. CONCRETE TO BE SAME AS CONCRETE USED FOR SIDEWALKS W /8X8, 10/10 WWF 2. AGGREGATE TO BE COMPACTED TO 90% OF MODIFIED PROCTOR (ASTM D1557) OR AS SPECIFIED BY THE SOILS REPORT 3. CONTRACTOR TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING FACILITIES FOR HANDICAP ACCESSIBILITY HANDICAP RAMP VARIES 4" COMPACTED GRANULAR AGGREGATE MATERIAL 1/8 R 8. APPROVED BY SCORE CONSTRUCTION MANAGER SLOPE: SEE GRADE PLAN 1" R .Wac r 5.,l'; $c w NOTES: 1. SEE CONCRETE JOINT DETAIL FOR DEPTH OF CONTRACTION JOINT..= VIII - - 2. SEE CONCRETE WALK SECTION FOR LOCATION OF JOINTS. 6" 3. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. INTEGRAL WALK & CURB CORE • I . 4 Y v SCORE 0 3/8" CONCRETE CRACK SEALER 1/8- RADIUS (DOW) i v 4 CONTRACTION JOINT 0 a CONCRETE CRACK SEALER -1/8" RADIUS (DOW) ■ d a 0 k 4 k EXPANSION JOINT NON— EXTRUDING MATERIAL CONCRETE JOINT DETAILS W O� Mt All a ^� •!%ft. gOF� a" w� a O h m 0 LU a w tY a :69i:. •A- j � � 01 } VV -,. Q DATE DESCRIPTION 6 -30 -06 \-2' CHAMFER 8. 8' VAN ACCESS 5' STANDARD ACCESS PLAN VIEW 5' MIN. 6' RAMP 12" " e �1 �"✓�, '.'' yam'. _? ". ?'„ � f 2 '.L % :. a � Y 6 "COMPACTED AGGREGATE COMPACTED SUBGRADE SECTION VIEW NOTES: 1. CONCRETE TO BE SAME AS CONCRETE USED FOR SIDEWALKS W /8X8, 10/10 WWF 2. AGGREGATE TO BE COMPACTED TO 90% OF MODIFIED PROCTOR (ASTM D1557) OR AS SPECIFIED BY THE SOILS REPORT 3. CONTRACTOR TO COMPLY WITH AMERICANS WITH DISABILITIES ACT REQUIREMENTS WHEN CONSTRUCTING FACILITIES FOR HANDICAP ACCESSIBILITY HANDICAP RAMP VARIES 4" COMPACTED GRANULAR AGGREGATE MATERIAL 1/8 R 8. APPROVED BY SCORE CONSTRUCTION MANAGER SLOPE: SEE GRADE PLAN 1" R .Wac r 5.,l'; $c w NOTES: 1. SEE CONCRETE JOINT DETAIL FOR DEPTH OF CONTRACTION JOINT..= VIII - - 2. SEE CONCRETE WALK SECTION FOR LOCATION OF JOINTS. 6" 3. FULL DEPTH SEPARATORS ARE NOT PERMITTED EXCEPT AT EXP. JOINTS. INTEGRAL WALK & CURB CORE • I . 4 Y v SCORE 0 3/8" CONCRETE CRACK SEALER 1/8- RADIUS (DOW) i v 4 CONTRACTION JOINT 0 a CONCRETE CRACK SEALER -1/8" RADIUS (DOW) ■ d a 0 k 4 k EXPANSION JOINT NON— EXTRUDING MATERIAL CONCRETE JOINT DETAILS W O� Mt All a ^� •!%ft. gOF� a" w� a O h m 0 LU a w tY a :69i:. •A- j � � 01 } VV -,. Q DATE DESCRIPTION CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: KJR DRAWN: CLH CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 C1 000 OF 12 PROJECT:F: \2006\2006 -0065 — 11505 N. Penn — Wolfson Young \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: M: ,r, July (" 'f*6 4:50:59 PM +w 6 -30 -06 CITY SUBMITTAL W U z UL O � W J Q � Z µsF:. W U) 0 Z j Q Q W W LL CZ Q O �/ ;� w Z Ap W U) O O ci3 Z arid, LO O LO r Uj y CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: KJR DRAWN: CLH CHECKED BY: MILD SCALE: NTS DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 C1 000 OF 12 PROJECT:F: \2006\2006 -0065 — 11505 N. Penn — Wolfson Young \ENGINEERING \DRAWINGS DWG: C10.0 SITE DETAILS.dwg PLOTTED BY: R.C. BERGER DATE: M: ,r, July (" 'f*6 4:50:59 PM +w