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Home My WebLink AboutC-107 Site DetailsMINIMUM SIDEWALK WIDTH AT TOP OF RAMP = 4'-0" 1 /4" PER FT. CROSS SLOPE WIDEN SIDEWALK AT RAMP (SEE NOTE 8) 1/2" EXP JT � BPOK Soo �P 0R5 INSTALL 2' DEEP DETECTABLE WARNING ON LANDING PER DETAIL /---1 /2" EXP JT S\DEgPG OF CURB P1 LANO- 1:12 FLARE MAX , NG 1:12 CURB FLARE 5, �RPNS\(\ON INSTALL SIDEWALK RAMP CURB SECTION SEE DETAIL ORMAL CURB SECTION �H MW S REED P TYPE A PERPENDICULAR RAMP 1/2" EXPANSION JOINT (Typical Both Sides) INSTALL 2' DEEP DETECTABLE S\DEBPC OF CURB WARNING ON LANDING PER DETAIL p IA�- R M@ 1'1� O�NG RAM© K 1:12 RP 8\\\ON BPC S\DE OFF , CURB INSTALL SIDEWALK RAMP CURB SECTION SEE DETAIL ORMAL CURB SECTION M\N\M� S�REE� A TYPE B PARALLEL RAMPS NOTE: 1. RAMP SHALL BE 4" THICK, 4000 PSI P.C.C. 2. EXPANSION JOINT SHALL BE 1/2" PREFORMED CORK OR BITUMINOUS EXPANSION JOINT MATERIAL. 3. MAXIMUM RAMP CROSS SLOPE IS 1 /4" PER FT. 4. ALL SLOPES ARE MEASURED FROM THE HORIZONTAL. 5. REPLACE STANDARD CURB SECTION WITH SIDEWALK RAMP CURB SECTION. 6. RAMP LENGTH IS DEPENDENT ON 1:12 MAX. SLOPE. USE FLATTER WHEN POSSIBLE. 7. LANDING AREA SHALL BE 4'-0" MIN WIDTH, CROSS SLOPE OF LANDING SHALL NOT EXCEED 1 /4" PER FT. 8. TYPE "A" RAMP NOT APPLICABLE WHEN NORMAL SIDEWALK WIDTH DOES NOT PROVIDE 4'-0" LANDING AT THE TOP OF RAMP, WIDEN SIDEWALK OR USE TYPE "B" RAMP. 9. 10:1 FLARES ARE PERMITTED ON TYPE "A" RAMPS; 12:1 FLARES PREFERRED. MIDBLOCK SIDEWALK RAMP SIDEWALK AT BACK OF CURB 6"- 2 R a 16" A a 4 G d v if 9„ STANDING CURB Scale: N.T.S. TACK COAT i AS DIRECTED INDOT BITUMINOUS WEARING SURFACE INDOT BITUMINOUS BASE COURSE INDOT #53 AGGREGATE BASE INDOT #2 GRANULAR SUBBASE (WHERE REO'D FOR UNSUITABLE MAT'L) SUBGRADE COMPACTED TO 95% STD. PROCTOR STANDARD H.M.A. rHV tM tIV I = tU I I IJ l*l 1/2" EXPANSION JOINT (Typical Both Approaches) sioEwACK RAMo 5 l @ 1'1 NDING AREA 1.0 0 CROSS & RUNNING SLOPE MA . INSTALL DETECTABLE WARNING --- -- - ON LANDING AREA PER DETAIL INSTALL SIDEWALK RAMP CURB SECTION SEE DETAIL WHITE TRAFFIC PAINT S\DEW A0K INSTALL DETECTABLE WARNING ON LANDING AREA PER DETAIL NOTE: 1. RAMP SHALL BE 4" THICK, 4000 PSI P.C.C. 2. EXPANSION JOINT SHALL BE 1/2" PREFORMED CORK OR BITUMINOUS EXPANSION JOINT MATERIAL. 3. MAXIMUM RAMP CROSS SLOPE IS 1 /4" PER FT. 4. ALL SLOPES ARE MEASURED FROM THE HORIZONTAL. 5. REPLACE STANDARD CURB SECTION WITH SIDEWALK RAMP CURB SECTION. 6. RAMP LENGTH IS DEPENDENT ON 1:12 MAX. SLOPE. USE FLATTER WHEN POSSIBLE. 7. LANDING AREA SHALL BE 4'-0" MIN WIDTH, CROSS SLOPE OF LANDING SHALL NOT EXCEED 1/4 11 PER FT. SIDEWALK RAMP SIDEWALK AT BACK OF CURB (Type Q BLUE BACKGROUND (TRAFFIC PAINT) N 12 36" 12" HANDICAP MARKING 8' I *' I 8' T T l *5' (8' Van Accessible) PARKING PLAN W FINISH PAV'T 6" /- SCORE OPTIONAL 5'-0" 1 /4"/FT. f- 45 o00�O00o " `� A�v�/i\��/�\�/�� \ COMPACTED DENSE GRADED AGGREGATE BASE TO 95% STANDARD PROCTOR (ASTM D-698) 1/2" RISE ACROSS 6" FIRST 1 " 1:12 SLOPE NORMAL GUTTER 1 /I 4"R CROSS -SLOPE + NOTE 5 a a 0 v° r 18" MINIMUM (PCC) 2'-6" (ACC) CONSTRUCTION EXISTING P.C.C. OR JOINT A.C.C. PAVEMENT SIDEWALK RAMP CURB (Alternate) PCC PAVEMENT NOTES: 1. CONCRETE SHALL BE 4000 PSI P.C.C. 2. PAVEMENT THICKNESS SHALL MATCH EXISTING. BASE SHALL MATCH EXISTING 3. EXPANSION JOINTS AND CONTRACTION JOINTS SHALL BE PLACED AT LOCATIONS SIMILAR TO THE PAVEMENT WHICH WAS REMOVED. 4. CURB EDGE SHALL BE TOOLED WITH 1 /4" RADIUS 5. WHERE EXISTING PAVEMENT IS P.C.C., LOW CURB REPLACEMENT SHALL BE DOWELLED INTO EXISTING. 12" LONG #4 BARS AT 24" CTR. 4" 4" 1 /4" SAWED CONTRACTION JOINT 1" IN DEPTH AT 10 FOOT SPACING OR AS SHOWN ON ARCHITECTURAL PLANS. 1/2" NON -EXTRUDING TYPE EXPANSION JOINT AT INTERSECTION OF WALKS, ADJACENT TO FOUNDATIONS AND AT MINIMUM 60 FOOT SPACING. FULL DEPTH IS NOT PERMITTED EXCEPT AT EXPANSION JOINTS. COMPACTED SUBGRADE - TOP 6" COMPACTED TO 95% STANDARD PROCTOR (ASTM D-698) INTEGRAL WALK & CURB As Shown on Site Plans 3500 psi PCC 0 0 4„ o °p°� �o o °p°� ��° 4>I °o °o COMPACTED DENSE GRADED AGGREGATE BASE TO 95% STANDARD PROCTOR (ASTM D-698) 1 /4" SAWED CONTRACTION JOINT 1" IN DEPTH AT 10 FOOT SPACING OR AS SHOWN ON ARCHITECTURAL PLANS. 1/2" NON -EXTRUDING TYPE EXPANSION JOINT AT INTERSECTION OF WALKS, ADJACENT TO FOUNDATIONS AND AT MINIMUM 60 FOOT SPACING. COMPACTED SUBGRADE - TOP 6" COMPACTED TO 95% STANDARD PROCTOR (ASTM D-698) CONCRETE PAVEMENT/ SIDEWALK 6" 1:12 SLOPE NORMAL GUTTER 1� /4"R CROSS -SLOPE _z c , a s .1 NOTE 5 G A vd 18" MINIMUM (PCC) 2'-6" (ACC) CONSTRUCTION EXISTING P.C.C. OR JOINT A.C.C. PAVEMENT SIDEWALK RAMP CURB ACC PAVEMENT NOTES: 1. CONCRETE SHALL BE 4000 PSI P.C.C. 2. GUTTER THICKNESS SHALL MATCH EXISTING, BASE SHALL MATCH EXISTING 3. EXPANSION JOINTS AND CONTRACTION JOINTS SHALL BE PLACED AT LOCATIONS SIMILAR TO THE CURB AND GUTTER WHICH WAS REMOVED. 4. CURB EDGE SHALL BE TOOLED WITH 1 /4" RADIUS CURB DETAILS (Sidewalk Ramp) ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RESERVED PARKING n R7-8 4 1111111111-11111111111 I► VAN R7-8a ACCESSIBLE "U" - CHANNEL POST (2LBS./FT.) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF z THE LOWEST SIGN USE 6" PIPE BOLLARD FILLED W/ SHALL BE 7'-0". CONCRETE AND PAINTED TRAFFIC o YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK I� 0 0 I SLOPE TOP OF CONCRETE SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. GROUND PAVING 4 SURFACE 4 0 a _ c O 3500 P.S.I. P.C. CONCRETE a ADA S IGNAGE This drawing and/or specifications is provided as an instrument of service provided by Cash Waggner & Associates, PC and is intended for use on this 402 EAST 1 3TH STREET N ❑. DATE BY DESCRIPTION WILLOW HAVEN SENIOR HOMES DATE: project only. All drawings, specifications, designs, models, ideas, calculations, and arrangements appearing herein constitutes the original and unpublished Work of and remains the property of Cash Waggner & Associates, PC. Any `A` G A` SUITE 1 O 1 JASPER, IN I 47546 (n PROJECT NO.:I 19-3957 PROJECT: MEMORY CARE HOMES • ■ 9 9 9 Q mm.dd.yy INI Description reproduction, use or disclosure of the proprietary information contained herein without the prior written consent of the Cash Waggner &Associates, PC is `v `v ENS G� CASH W A G G N E R P 8 1 2.6 3 4. 5 0 1 5 z o DESIGNED BY: N RW ADDRESS: 1 3 1 4 5 WEST ROAD DRAWN BY: I DJ M D RAW I N G N❑.: strictly prohibited. Written dimensions shown hereon shall take precedence over scaled dimensions. � p v O1APWS H: FAX: 8 1 2. 6 3 4. 5 0 1 7 - C A R M E L, I N D I A N A 46074 Contractors shall calculate and measure required dimensions. Notify Cash Waggner & Associates, PC with any variations in dimensions or conditions from those indicated these drawings. This drawing based �� p,P R G /� /� O CELL. 8 1 2.6 3 1 . 3 9 6 4 Sc ASSOCIATES INO/F _ W 0 FILENAME: 13857 Drive-Dtl on was on available information. Commencement of Work constitutes verification and acceptance of �(// �(// NO , P C EMAIL: N WAG G N ER@ Q LAYOUT TAB:I Layout SIT E Q SCALE:ASSIIShown I existing conditions. CONSULTINGC A S H WAG G N E R. C O M ENGINEERINGISURVEYING I SHEET TITLE: Application of a material or equipment to work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory S I G N AT LJ R E DATE C;AS WAG D E T A I L S �j 1 2 installation. W W W. H G N E R. C O M Q ❑ F: