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Home My WebLink AboutC-107 Site Details (V2)LARGE CEDAR HORIZONTAL REFUSE STORAGE SHED TACK COAT -_ MINIMUM SIDEWALK WIDTH INSTALL 2' DEEP DETECTABLE MODEL #RSS2001 L - LEISURE SEASON 7 AT TOP OF RAMP = 4'-0" WARNING ON LANDING PER DETAIL 1 /2" EXPANSION JOINT OR APPROVED EQUAL 3 REQUIRED. A 1 4" PER FT. CROSS SLOPE (Typical Both Approaches) ( ) ` ` / 1 /2" EXP JT 1 /2" RISE ACROSS 00 ffl 6" FIRST 1 " 6" 10 SIDEWALKB NORMAL GUTTER NORMAL GUTTER 00 0 AS DIRECTED (SEE NNOTE AT RAMP S\DEgPC OF CUR 1:12 SLOPE CROSS -SLOPE 1:12 SLOPE CROSS -SLOPE 0 P 1 /4"R 1 /4"R 1 /2" EXP JT 1:12 FLARE S1DEwA�K S\CEwP�K _F G ° ° NOTE 5 c ° ° NOTE 5 INDOT BITUMINOUS WEARING SURFACE lq LA Nc Rq Aip 1;1 L d A A Q , , INDOT BITUMINOUS BASE COURSE �_ MAX, ✓� MP oo :._ INDOT #53 AGGREGATE BASE 1:12 CURB 1.2 RP _ __ :-:-:- INDOT #2 GRANULAR SUBBASE pS BACK FLARE _ 5' \BANS\�\ON CROSS &I RUNNING S�OPE MA r 18" MINIMUM (PCC) I 18" MINIMUM (PCC) (WHERE REQ'D FOR UNSUITABLE MAT'L) 2'-6" (ACC) I 2'-6" (ACC) SUBGRADE COMPACTED TO 95% STD. PROCTOR OF M\N S\REE� �RPNS12 CONSTRUCTION EXISTING P.C.C. OR CONSTRUCTION EXISTING P.C.C. OR Pj 1' JOINT A.C.C. PAVEMENT JOINT A.C.C. PAVEMENT INSTALL SIDEWALK RAMP - STANDARD H ■ ■ ■ CURB SECTION INSTALL DETECTABLE WARNING - - -- INSTALL DETECTABLE WARNING M A ON LANDING AREA PER DETAIL ON LANDING AREA PER DETAIL SIDEWALK RAMP CURB SIDEWALK RAMP CURB SEE DETAIL TYPE A PAVEMENT SECTION PERPENDICULAR RAMP INSTALL SIDEWALK RAMP NORMAL CURB SECTION CURB SECTION (Alternate) SEE DETAIL TRASH BIN CEDAR ENCLOSURE DETAIL Scale: N.T.S. Min. 24" Min. 30" - Min. 30' Min. 30" Bicycle Parking Location & Design (min. requirements) BICYCLE RACK DETAIL Scale: N.T.S. CEDARSHED WESTERN RED CEDAR GAZEBO MODEL #86PTGG - PANELIZED 8 ft HEXAGON ' GAZEBO OR APPROVED EQUAL. TT rram _ - '--' x ivy • - �L - rtgJ' RA Mot. 0.?.M0L!_rrL4 E lob PANELIZED HEXAGON CEDAR GAZEBO Scale: N.T.S. Side View A -Type 1 /2" EXPANSION JOINT (Typical Both Sides) INSTALL 2' DEEP DETECTABLE cNcy, OF CURB S BACK WARNING ON LANDING PER DETAIL LA- R M@ �1 NG __RAM / BACK SO OIL CURB M\N\ A� S�REE� INSTALL SIDEWALK RAMP CURB SECTION SEE DETAIL TYPE B NORMAL CURB SECTION 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'-C JE COURTYARD FENCE SPECIFICATION: PROVIDE A 72" TALL (6'-0") INDUSTRIAL GRADE ALUMINUM FENCE EQUAL TO MODEL #2240, 4 RAIL FLAT TOP FENCE 2,-8„ AS MANUFACTURED BY COURTYARD ALUMINUM FENCE SYSTEMS, WHITE IN COLOR. PROVIDE 4" x 4" POSTS WITH CONCRETE FOOTINGS AS PER MANUFACTURES RECOMMENDATIONS. 6 CONCRETE FOOTING AS PER MANUFACTURERS RECOMMENDATIONS COURTYARD ALUMINUM FENCE DETAIL Scale: N.T.S. 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. SIDEWALK RAMP SIDEWALK AT BACK OF CURB (Type Q 6" 2"R 1"R ° a �o FINISH PAV'T 16" 0 ° a a d ° 9" STANDING CURB Scale: N.T.S. 5' CONC. WALK 28' io PARKING PLAN Scale: N.T.S. 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. 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) 5'-0" ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES". LOCAL CODES AND 6" SCORE OPTIONAL 1 /4"/FT. AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH f- MANUFACTURER'S INSTRUCTIONS. 0 0090 ° O°°po�p°° 4" RESERVED 45$ ° PARKING N��/�, R7-8 �o 00 - g000 COMPACTED DENSE GRADED AGGREGATE BASE ♦~ I_III_ TO 95% STANDARD PROCTOR (ASTM D-698) 6" 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 BLUE BACKGROUND (TRAFFIC PAINT) CV 12'> 36" 12„ HANDICAP MARKING Scale: N.T.S. "U" - CHANNEL POST (2LBS./FT.) Scale: N.T.S. USE 6" PIPE BOLLARD FILLED W/ As Shown on Site Plans zcnn nnn CONCRETE AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK VAN R7-8a ACCESSIBLE n I� SLOPE TOP OF CONCRETE 4" 4 GROUND PAVING 4 SURFACE � viwFr,�, i LU ULiN�)L vKHULU AUUNLGAI L 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. 3500 P.S.I. 1 /2" NON -EXTRUDING TYPE EXPANSION JOINT AT INTERSECTION OF WALKS, P.C. CONCRETE ADJACENT TO FOUNDATIONS AND AT MINIMUM 60 FOOT SPACING. COMPACTED SUBGRADE - TOP 6" COMPACTED TO 95% STANDARD PROCTOR (ASTM D-698) �J CONCRETE PAVEMENT/ 3 V-6" ADA S IGNAGE SIDEWALK Scale: N.T.S. NOTE: THE MIN. HEIGHT OF THE BOTTOM OF z THE LOWEST SIGN SHALL BE 7'-0". 0 I i� SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. a 0 n n O I a Scale: N.T.S. 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 47546 (n PROJECT NO.:I 19-3957 PROJECT: MEMORY CARE HOMES O ■ ■ 0 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� C ASH W A G G N E R P 8 1 2.6 3 4. 5 0 1 5 U1 o DESIGNED BY: I N RW ADDRESS: 1 3 1 4 5 WEST ROAD DRAWN BY: I DJ M DRAWING N❑. strictly prohibited. Written dimensions shown hereon shall take precedence over scaled dimensions. p v � O /� H: (\�„r-V/-�\`J/- FAX: 8 1 2. 6 3 4. 5 O 1 7 � C A R M E L, I N D I A N A 4 6 O 7 4 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 /� /� F O CELL. 8 1 2.6 3 1 . 3 9 6 4 & A S S O C 1 A T E S - W 0 FILENAME: 13857 Drive-Dtl on was on available information. Commencement of Work constitutes verification and acceptance of �� /� / �(// A` O Oc ( . I , P C EMAIL: N WAG G N ER@ Q LAYOUT TAB:I Layout SIT E C 1 Q 7 Q SCALE:IAsShown existing conditions. `v C A S H WA G G N E R. C❑ M CONSULTINGIENGINEEFUNGISUPVEYING SHEET TITLE: Application of a material or equipment to work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory SIGNATURE DATE CAS wAG D E T A I L S 1 3 installation. W W W. H G N ER. C❑ M Q ❑ F: