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Home My WebLink AboutC-401 - CHICK-FIL-A STANDARD CONSTRUCTION DETAILS17 C-401 SIDEWALK ACCESSIBLE RAMP NOT TO SCALE 16 C-401 CURB RAMP w/ FLARED SIDES NOT TO SCALE 14 C-401 CURB RAMP w/ SHORT FLARED SIDES NOT TO SCALE 13 C-401 19 C-401 18 C-401 21 C-401 MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT7' MIN.1' MIN. TRANSITION 6"6"1V:14H MAX. 1' MIN. TRANSITION CURB CURB 24"FLARED SIDES GRASSGRASS 17 C-4013'x3'LANDINGGUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA MATCH SIDEWALK WIDTH (3' MIN. RAMP) PAVEMENT7' MIN.1V:10H MAX. 5' MIN. TRANSITION 6"6"1V:14H MAX. 1V:10H MAX. 5' MIN. TRANSITION CURB SIDEWALK CURB SIDEWALK 24"DETECTABLE WARNING DEVICE (WHERE REQUIRED) FLARED SIDES 1V:10H MAX.17 C-4013'x3'LANDING* SIDE FLARES TO BE 1:12 WHERE THERE IS NO LANDING AT TOP OF RAMP. GUTTER SLOPE SHALL NOT EXCEED 5% AT LANDING AREA 1/2" EXPANSION JOINTS (TYP.) DETECTABLE WARNING DEVICE (WHERE REQUIRED) BOTTOM OF THE RAMP SHALL HAVE A MAX. 1/4" LIP ELEVATION NOTE: PREFABRICATED PANELS PER A.D.A. ACCESSIBILITY GUIDELINES SECTION 4.29.2 & A4.29.2 SHALL BE USED. NOTES: 1. THE SURFACE OF THE RAMP SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL. 2. CONSTRUCT PER A.D.A. STANDARDS. 3. REFER TO PLANS FOR ADJACENT SLOPES. 4. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1:50. 5. CONSTRUCTION OF THE RAMP SHALL MATCH ADJOINING SIDEWALK DETAIL. 6. CONCRETE SHALL BE P.C.C. 3500 PSI. 5'-0" PLAN MAX.MAX. 1:141:14 1.5% MAX.SURFACES OF RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTURE (TYP.)VARIESSEE SITE PLANPLAN SECTION A 5'-0" MIN. LANDING 7'-0" TRANSITION FROM 0" TO 6" AA TRANSVERSE AND LONGITUDINAL CONTRACTION JOINT NOT TO SCALE TRANSVERSE AND LONGITUDINAL DOWELED CONSTRUCTION JOINT NOT TO SCALE CONTRACTION JOINT NOT TO SCALE PROPOSED PAVING EXISTING PAVING 3 4" GRADE A36 STEEL DOWEL 14" LENGTH, 12" O.C. SPACING, GREASE OR SLEEVE ONE END SUBBASE SEE NOTE #1 DOWELED CONSTRUCTION JOINTSEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE DNOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. VERTICAL SAW CUT 3 8" WIDE (MIN.) URETHANE JOINT SEALING COMPOUND (TOP 1 4" NO SEALING COMPOUND)5" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONS12 DEPTHT4#3 BARS ON 18" CTRS. BOTH WAYS SUBBASE SEE NOTE #1 NOTES: 1.JOINT SPACING TO BE 12' x 12' WITH EVERY OTHER JOINT BEING AN EXPANSION JOINT. 2.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. SUBBASE SEE NOTE #1 SEE PLAN FOR SLAB THICKNESS 4000 PSI COMPRESSIVE STRENGTH CONCRETE 1 4" WIDE SAWED OR PREMOLDED JOINT, 12' MAX. SPACING, SEAL JOINTS WITH POLYURETHANE SEALANT TO WITHIN 1 4" FROM TOP.DD4NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. NOTES: 1. THE DETECTABLE WARNING DEVICE SHALL BE LOCATED SO THAT THE NEAREST EDGE OF THE DEVICE IS 6 TO 8 INCHES FROM THE FACE OF CURB LINE. 2.DETECTABLE WARNING DEVICE SHALL BE 24 INCHES IN THE DIRECTION OF TRAVEL AND EXTEND THE FULL WIDTH OF THE RAMP OR FLUSH SRUFACE. 3. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED BY TEXTURING PRODUCTS CONFORMING TO PROWAG R304. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. CONTRACTOR SHALL CONFIRM LOCAL CODES ARE MET. 4. WHERE A CURB RAMP IS CONSTRUCTED WITHIN AN EXISTING CURB, CURB & GUTTER AND/OR SIDEWALK, THE EXISTING CURB & GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB & GUTTER IS LESS THAN 5' LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5'. 5. THE PLAN MUST PROVIDE FOR DETECTABLE WARNING SURFACE COLORS OR MATERIALS THAT PROVIDE THE NECESSARY CONTRAST, EITHER DARK-ON-LIGHT, OR LIGHT-ON-DARK. STANDARD DOME COLOR IS BRICK RED. 6. TRUNCATED DOMES TO BE INSTALLED USING ARMOR TILE CAST IN PLACE DOME TACTILE TILE. PART NUMBER ADA-2424 OR OTHER EQUIVALENT APPROVED MATERIAL. PREFERRED MANUFACTURER ARMOR TILE TACTILE SYSTEMS LANCE MITCHELL(919)622-4615 UNLESS PAVERS ARE REQUIRED, CONTRACTOR TO VERIFY THAT CURB RAMPS MEET LOCAL CODES AND ADA REQUIREMENTS.0.2"0.9"Ø0.90"Ø0.45"0.06250.09" TYP. 0.09" TYP.2.350" TYP.NOTE: FIELD LEVEL MICRO-TEXTURE 41 POINTS PER SQUARE INCH 1.2625"1.2625"1.670" TYP.1.670" TYP. DETECTABLE WARNING DEVICE NOT TO SCALE DETECTABLE WARNING DEVICE (WHERE REQUIRED) 17 C-401 LONGITUDINAL BUTT JOINT NOT TO SCALE 23 C-401 VERTICAL SAW CUT 3 8" (MIN.) URETHANE JOINT SEALING COMPOUND DOWEL SPACED ON TWO (2) FOOT CENTER TO CENTER, 6 INCHES OFF TIE BARS. EXISTING PAVING PAVING PROPOSED 24" LUBRICATED SMOOTH NO. 8 DOWEL BAR 1'-3" MIN.14TTOP 1 4" NO SEALING COMPOUND SAWCUT FULL DEPTH & CURB & GUTTER 9"-15"5" TYPICAL (SEE GEOTECH REPORTFOR RECOMMENDATIONS)12 DEPTHNOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED & EPOXIED INTO PAVEMENT HORIZONTALLY BY USE OF MECHANICAL EQUIP. 4.PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. #3 BARS ON 16" ON CENTER EACH WAY LUBRICATE EPOXY XXX 12"4"LANDSCAPE AREA LANDSCAPE AREA WIDT H V A RI E S 4"(4' MIN. WI DT H) 6" STANDUP CURB OR CURB & GUTTER AS APPLICABLE (SEE SITE PLAN) PROVIDE 5' SQUARE MINIMUM LANDING AT TOP OF RAMP FOR CHANGE IN DIRECTION EXPANSION JOINT SEE SIT E PL A N 1:14 M A X . S L O P E DO N O T E X C E E D TRUNCATED DOMES BOTH RAMP CURBS TO BE PAINTED YELLOW, SEE PARKING LOT STRIPING SPECIFICATION EXPANSION JOINT EXPANSION JOINT CONT R A C T I O N JOINT CONT R A C T I O N JOINT RETURNED CURB ACCESSIBLE RAMP NOT TO SCALE 15 C-401 4 C-400 17 C-401 24 C-401 24 C-401 24 C-4019 C-400 CONCRETE SIDEWALK (ONLY IF REQUIRED) 24 C-401 EXPANSION JOINT NOT TO SCALE 11 4" MIN. CLEARANCE DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE SECURED. TO BE INSTALLED 1'-0" C.C. 24" LUBRICATED NO. 8 SMOOTH DOWEL 2" (MIN.)5" TYPICAL (SEE GEOTECH REPORTFOR RECOMMENDATIONS12 DEPTHNOTES: 1.NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS. 2.LONGITUDINAL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. 3.DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL EQUIPMENT. 4.DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO WET CONCRETE NOT ACCEPTABLE. 5. JOINT SPACING TO BE 24'X24' (EVERY OTHER JOINT) #3 BARS ON 16" ON CENTER EACH WAY LUBRICATE THIS END XXX 1 2" DECK-O-FOAM EXPANSION JOINT FILLER W/ PRE-SCORED STRIP OR OTHER CFA APPROVED MATERIAL URETHANE JOINT SEALING COMPOUND 14T22 C-401 KEYED CONSTRUCTION JOINT NOT TO SCALE PROPOSED CONCRETE PAVING EXISTING ASPHALT PAVEMENT AND BASE COURSE CONTRACTOR TO SAW CUT, REMOVE AND REPLACE 2' OF EX. ASPHALT PAVEMENT TO CONSTRUCT KEY JOINT. 2' REMOVAL ZONE5" TYPICAL (SEE GEOTECHREPORT FORRECOMMENDATIONSSAWCUT LINE 4:1 SLOPE 0.1 20 C-401 PAVEMENT EDGE DETAIL NOT TO SCALE ASPHALT PAVEMENT AND BASE COURSE PAVEMENT THICKNESSSEE NOTE #112"10" MINREQUIRED AT ALL JUNCTIONS WITH CONCRETE NOTE: 1.GENERAL CONTRACTOR SHALL REFERENCE GEOTECHNICAL REPORT FOR PAVEMENT SECTION REQUIREMENTS. THESE DETAILS APPLY TO CONCRETE PAVED LOTS Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. ENGINEER'S PROJECT # PRINTED FOR DATE SHEET SHEET NUMBER DRAWN BY: Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 REVISION SCHEDULE FSR#CHICK-FIL-A210531 ISSUED FOR CONSTRUCTION 07/21/2022WEST CARMEL (IN) FSUISSUED FOR CONSTRUCTION04978 NO.DATE DESCRIPTION CHECKED BY: MRJ JFV 9965 N. MICHIGAN ROADCARMEL, IN 460321 01/12/23 ISSUED FOR PERMIT PROF E SSIONA L E N G INEERJOSEP H F . V AVRIN A , II IREGISTER E DINDIA N A No. PE11800597 STATE OF 2 02/17/23 PER CITY COMMENTS 3 03/01/23 PER TRICO COMMENTS 4 03/24/23 ISSUED FOR CONSTRUCTION CHICK-FIL-A STANDARD CONSTRUCTION DETAILS C-401