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Home My WebLink AboutZ-4953-C Map 17BY LANDLORD CONTRACTOR BY TENANT CONTRACTOR BY LANDLORD CONTRACTOR BY TENANT CONTRACTOR 3000 PSI COMPRESSIVE NO. 3 BARS TURN DOWN CURB & BY LANDLORD CONTRACTOR BY TENANT CONTRACTOR STRENGTH 0 28 DAYS 018" SIDEWALK. CONCRETE REINFORCED O.C. E.W. W/3000 PSI COMPRESSIVE CONCRETE STRENGTH 0 28 DAYS, PAVEMENT. 2„R REINFORCED SEALANT SEALANT 2.R c SMOOTH TOOLED FINISH AROUND ALL EDGES, TYPICAL. /-1/2" CONTROL JOINT SEALANT CONCRETE REINFORCED CONCRETE PAVEMENT CONCRETE W 3000 3 ° PAVEMENT PSI COMPRESSIVE 5'-0” TYPICAL 2"R BROOM FINISH CONCRETE - C, SEALANT a STRENGTH 0 28 DAYS. SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE CONCRETE W/ 3000 ° PICTURE FRAME EFFECT I PSI COMPRESSIVE / i N0. 3 BARS I�Ir" STRENGTH 0 28 DAYS. �` / NO. 3 BAR CONCRETE W/ 3000 G' 6 N0. 3 BARS 3 � �" ! , NO. 3 BARS 0 18" 0.C. PSI COMPRESSIVE NO. 3 BARS NO. 3 BARS STRENGTH fd 28 DAYS i� 0 18" SEE PAVING PLAN N0. 3 BAR N0. 3 BARS 0 18" O.C.E.W. O.C. E.W. FOR DIMENSION NO. 3 BAR COMPACTED SUBGRADE v I2 NO. 3 BARS 0 18" 0.C. PER PAVING GENERAL NOTES 0.1 TURN -DOWN CURB 0.2 STAND-UP CURB 0.3 STAND-UP CURB & PAVEMENT 1 -1/2" CONTROL JOINT N.T.S. N.T.S. CONTROL JOINT SECTION N.T.S. 0.4 TYPICAL CONCRETE SIDEWALK DETAIL N.T.S. GENERA` NOTES FOR DETECTABLE WARNINGS: 1. CURB RAMPS MUST CONTAIN A DETECTABLE NO. 3 REBAR AROUND PAVER INSET WARNING SURFACE THAT CONSISTS OF EXPANSION JOINT DETECTABLE WARNING PAVER WITH RAISED TRUNCATED DOMES COMPLYING WITH AS REQUIRED TRUNCATED DOME SURFACE SECTION 4.29 OF THE ADA ACCESSIBLIN SIDE. FLARE 1" MORTAR BED GUIDELINES (ADAAG). THE SURFACE MUST SIDE(TYP ) CONTRAST VISUALLY WITH ADJOINING CONTROL JOINT PERMISSIBLE 3/4" PREMOLDED EXPANSION 4'-O' 6'-0' NG SIDE FLARES. PROVIDE COLOR CHART FOR COLOR JOINT FILLER W/ SEALANT +6" +g' DETECTABLE WARNING PAVER SELECTION. BUILDING SLOPE 1:12 MAX- WITH TRUNCATED DOME 16" (MAX.) O.C.B.W. CONCRETE 3,000 PSI) SURFACE 2. DETECTABLE WARNING SURFACES MUST BE NO. 3 REBAR AT MIN. 4" CONCRETE SIDEWALK SLIP RESISTANT AND NOT ALLOW WATER TO 1/2" EXPAN. JOINT ACCUMULATE. SECTION A -A e a SIDE FLARE _ FILLER (REDWOOD) N.T.S. w/ SEALANT 3. ALIGN TRUNCATED DOMES IN THE DIRECTION '" io i,_j I - E.J. THROUGH CURB $TREPEDESTRIAN TRAVEL WHEN ENTERING THE 4" MAX. BORDER ON ALL SLOPE '�' �'- SLOPE SIDEWALK --SIDE TO FRAME PAVER 1:12 MAX �'„I. i!.: 1,12 MAX 4. FURNISH DETECTABLE WARNING PAVER UNITS INSERTS. MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT 6” CONC. CURB BASKET WEAVE PATTERN OR AS DIRECTED, DETECTABLE WARNING +O" +0" LAY FULL-SIZE UNITS FIRST FOLLOWED BY PAVER WITH TRUNCATED CLOSURE UNITS CONSISTING OF AT LEAST DOME SURFACE 25 PERCENT OF A FULL UNIT. CUT A A DETECTABLE WARNING PAVER UNITS USING A 0.7 ACCESSIBLE RAMP (BFR) POWER SAW. 5 0.5 ISOLATION JOINT AT BUILDING N.T.S. . CONTRACTOR TO VERIFY RAMPS MEET LOCAL REQUIREMENTS. FACE OF CURB N.. . TRUNCATED DOME PATTERN CURB RAM N.T.S. 0.6 NOT USED 0.8 ACCESSIBLE RAMP DETECTABLE WARNINGS N.T.S. N.T.S. 10 VAN CCESSIBLE A VAN SPACE SIGN ° TAMPER -PROOF BOLTS, TYP. (WHERE NOTED N ON PAVING PLAN) SIGN COLORS SIGN COLORS BORDER - BLUE 2" BLACK LETTERS g BACKKGOROUND = WHITE BLUE WHITE BACKGROUND ° NOTE: PROVIDE SIGNAGE BACK 50 CROWN FOOTING TO BACK AT LOCATIONS IWTH ACCESSIBLE SPACES 2"o GALV. STL. PIPE, EXTEND &D ON ON BOTH SIDES. INTO CONC. PAINT BLACK °p 1/2" PREMOLDED EXPANSIONREFE' z REFER TO PAVING JOINT FILLER W/ SEALANT - ; PLAN FOR LOCATION TO INSTALL SIGN CAST -IN-PLACE fff CONCRETE FOOTING (3000 P.S.I.) VDIA' I NOTES: #6X70" LONG BARS (MIN.) 1. SIGN AND INSTALLATION TO BE IN ACCORDANCE W/ ALL ADA, EACH WAY THRU PIPE STATE AND CITY CODES. CONTRACTOR SHALL VERIFY COMPLIANCE W/ ALL CODES BEFORE FABRICATION. 2. INSTALL SIGN 2' BEHIND CURB AND AT CENTERLINE OF ACCESSIBLE PARKING SPACE. 0.9 ACCESSIBLE PARKING SIGN N.T.S. IRWARKS 111 AIA ®�SITE T 1As e AT&T - 300 S. UNIVERSITY AVENUE REGISTERED m PROFESSIONAL LOT 1, PARK AVENUE ADDITION e ENGINEER 6�THE CITY OF LITTLE ROCK, ARKANSAS No14575 1® 14800 iisixa725 euWQiP L Lawrence A. Cates & Associates, LIP ecs4 ®®®� C�j Consulting Engineers *Dallas Offi�e:912ZIN_5-2272 Fam 972-980-1627 TAPE P-3751 L(� DESIGN DRAWN DATE SCALE NOTES FILE NO. LCA LCA 4/08/11 N.T.S. X.X. 055-001 SITE DET C4 (fIi�i l f`I( (I i I D_ ( SEALANT CONCRETE REINFORCED CONCRETE PAVEMENT CONCRETE W 3000 3 ° PAVEMENT PSI COMPRESSIVE 5'-0” TYPICAL 2"R BROOM FINISH CONCRETE - C, SEALANT a STRENGTH 0 28 DAYS. SURFACE AREA INSIDE OF TOOLED EDGE TO CREATE CONCRETE W/ 3000 ° PICTURE FRAME EFFECT I PSI COMPRESSIVE / i N0. 3 BARS I�Ir" STRENGTH 0 28 DAYS. �` / NO. 3 BAR CONCRETE W/ 3000 G' 6 N0. 3 BARS 3 � �" ! , NO. 3 BARS 0 18" 0.C. PSI COMPRESSIVE NO. 3 BARS NO. 3 BARS STRENGTH fd 28 DAYS i� 0 18" SEE PAVING PLAN N0. 3 BAR N0. 3 BARS 0 18" O.C.E.W. O.C. E.W. FOR DIMENSION NO. 3 BAR COMPACTED SUBGRADE v I2 NO. 3 BARS 0 18" 0.C. PER PAVING GENERAL NOTES 0.1 TURN -DOWN CURB 0.2 STAND-UP CURB 0.3 STAND-UP CURB & PAVEMENT 1 -1/2" CONTROL JOINT N.T.S. N.T.S. CONTROL JOINT SECTION N.T.S. 0.4 TYPICAL CONCRETE SIDEWALK DETAIL N.T.S. GENERA` NOTES FOR DETECTABLE WARNINGS: 1. CURB RAMPS MUST CONTAIN A DETECTABLE NO. 3 REBAR AROUND PAVER INSET WARNING SURFACE THAT CONSISTS OF EXPANSION JOINT DETECTABLE WARNING PAVER WITH RAISED TRUNCATED DOMES COMPLYING WITH AS REQUIRED TRUNCATED DOME SURFACE SECTION 4.29 OF THE ADA ACCESSIBLIN SIDE. FLARE 1" MORTAR BED GUIDELINES (ADAAG). THE SURFACE MUST SIDE(TYP ) CONTRAST VISUALLY WITH ADJOINING CONTROL JOINT PERMISSIBLE 3/4" PREMOLDED EXPANSION 4'-O' 6'-0' NG SIDE FLARES. PROVIDE COLOR CHART FOR COLOR JOINT FILLER W/ SEALANT +6" +g' DETECTABLE WARNING PAVER SELECTION. BUILDING SLOPE 1:12 MAX- WITH TRUNCATED DOME 16" (MAX.) O.C.B.W. CONCRETE 3,000 PSI) SURFACE 2. DETECTABLE WARNING SURFACES MUST BE NO. 3 REBAR AT MIN. 4" CONCRETE SIDEWALK SLIP RESISTANT AND NOT ALLOW WATER TO 1/2" EXPAN. JOINT ACCUMULATE. SECTION A -A e a SIDE FLARE _ FILLER (REDWOOD) N.T.S. w/ SEALANT 3. ALIGN TRUNCATED DOMES IN THE DIRECTION '" io i,_j I - E.J. THROUGH CURB $TREPEDESTRIAN TRAVEL WHEN ENTERING THE 4" MAX. BORDER ON ALL SLOPE '�' �'- SLOPE SIDEWALK --SIDE TO FRAME PAVER 1:12 MAX �'„I. i!.: 1,12 MAX 4. FURNISH DETECTABLE WARNING PAVER UNITS INSERTS. MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO UNIT 6” CONC. CURB BASKET WEAVE PATTERN OR AS DIRECTED, DETECTABLE WARNING +O" +0" LAY FULL-SIZE UNITS FIRST FOLLOWED BY PAVER WITH TRUNCATED CLOSURE UNITS CONSISTING OF AT LEAST DOME SURFACE 25 PERCENT OF A FULL UNIT. CUT A A DETECTABLE WARNING PAVER UNITS USING A 0.7 ACCESSIBLE RAMP (BFR) POWER SAW. 5 0.5 ISOLATION JOINT AT BUILDING N.T.S. . CONTRACTOR TO VERIFY RAMPS MEET LOCAL REQUIREMENTS. FACE OF CURB N.. . TRUNCATED DOME PATTERN CURB RAM N.T.S. 0.6 NOT USED 0.8 ACCESSIBLE RAMP DETECTABLE WARNINGS N.T.S. N.T.S. 10 VAN CCESSIBLE A VAN SPACE SIGN ° TAMPER -PROOF BOLTS, TYP. (WHERE NOTED N ON PAVING PLAN) SIGN COLORS SIGN COLORS BORDER - BLUE 2" BLACK LETTERS g BACKKGOROUND = WHITE BLUE WHITE BACKGROUND ° NOTE: PROVIDE SIGNAGE BACK 50 CROWN FOOTING TO BACK AT LOCATIONS IWTH ACCESSIBLE SPACES 2"o GALV. STL. PIPE, EXTEND &D ON ON BOTH SIDES. INTO CONC. PAINT BLACK °p 1/2" PREMOLDED EXPANSIONREFE' z REFER TO PAVING JOINT FILLER W/ SEALANT - ; PLAN FOR LOCATION TO INSTALL SIGN CAST -IN-PLACE fff CONCRETE FOOTING (3000 P.S.I.) VDIA' I NOTES: #6X70" LONG BARS (MIN.) 1. SIGN AND INSTALLATION TO BE IN ACCORDANCE W/ ALL ADA, EACH WAY THRU PIPE STATE AND CITY CODES. CONTRACTOR SHALL VERIFY COMPLIANCE W/ ALL CODES BEFORE FABRICATION. 2. INSTALL SIGN 2' BEHIND CURB AND AT CENTERLINE OF ACCESSIBLE PARKING SPACE. 0.9 ACCESSIBLE PARKING SIGN N.T.S. IRWARKS 111 AIA ®�SITE T 1As e AT&T - 300 S. UNIVERSITY AVENUE REGISTERED m PROFESSIONAL LOT 1, PARK AVENUE ADDITION e ENGINEER 6�THE CITY OF LITTLE ROCK, ARKANSAS No14575 1® 14800 iisixa725 euWQiP L Lawrence A. Cates & Associates, LIP ecs4 ®®®� C�j Consulting Engineers *Dallas Offi�e:912ZIN_5-2272 Fam 972-980-1627 TAPE P-3751 L(� DESIGN DRAWN DATE SCALE NOTES FILE NO. LCA LCA 4/08/11 N.T.S. X.X. 055-001 SITE DET C4