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Home My WebLink AboutZ-4953-C Map 14FUTURE SIGN EX. GRATE INLET EX. DRIVE STOP SIGN BY /- LANDLORD s�f � -EX. CURB 15' U.E. DOC. NO. 2011004648 E EX. SS MANHOLE EX. i' PROPERTY ^ /LANDSCAPE �I AREA I I FUTURE PARKING r CURB BY LANDLORD REINFORCED \ CONCRETE PVMT. BY� LANDLORD STOP BAR BY LANDLORD NO2050'22"E — 1.39.45' n GRATE FIRE LANE SIGN INLET Ni FIRE LANE STRIPING BY LANDLORD EX. ASPHALT PVMT. TELE. BY LANDLORD N FIRE LANE SIGN VAULT BY CROSSWALK BY LANDLORD LDLORD BEGIN CURB BY LANDLORD 9' _ 8' 9' 8Y TENANT ,_D CONST. STAND-UP }'' `� j II CURB R DETAIL r_ SWITCHGkAR 0.2 C4 TYP. % CO ST. 4 SPA CES @ 9' 36' s BY LANDLORD RCCESSlBLE AgP PER 00 p j DETAIL 0.7/C4 - SIGHT POLE BY Zt w E BFR BY 7.5 T1iNDSCA E j(TYf?1 LANDLORD ! O LANDLORD ; ANEA ( P) 1, ELEC. PULL (TYP.) �/ _. / _. �...: r'_:'.. I BOX BY �' I 1_ 16;,'. S01'27- W — 12.40' 5 4�8 I COLUMN '- CONST. ISOLATION JOINT FND. 5/8" BETWEEN BLDG. & SIDEWALK j REBAR I _...._____. j) PER DETAIL 0.5/C4 (TYPj WHEEL STOP - STEM WALL o BY LANDLORD %d Nva L75 (TYP.) t: Z w. i I ¢ GRATE � �I CONST SIDEWALK PER ¢ O ❑ WLETDETAIL 0.4/C4 (TYP.)ca CO Qj Lu o CANOPY i n �� REINFORCEDA NOTE: CONTACT THE o° 1` CONCRETE PVMT BY 0 ENGINEER IF THE DIMENSIONS ti LANDLORD VARY FROM THOSE SHOWN. i I � 13' It STRIPING BY IO LANDLORD (TYP.) EX. LIGHT ¢ r d POLE (TYP.) ------____. ( ( w o CONST. TURN -DOWN I —� ¢ CONST. ISOLATION k1 r� CURB PER DETAIL f 1I 5 5.' . SUNSCREEN ' ' ^ 0 o I JOINT BETWEEN W N Iu 0.1/C4 (TYP.) S o BLDG. & SIDEWALK Z o a to 2 �. PER DETAIL ;- V, z LANDSCAPE p ¢ 0.5/C4 (TYP.) O o N r' LIMITS OF j� AREA ? CONSTRUCTION o Q W AREA U ; 20' 5' h EX. U,GE X I BOCTION LIGHT POLE BY O CANOPY 2.5' O ' C� _ TENNANT (TYP.) O LANDSCAPE AREA a i 4 EX. BEGIN CURB CONST. SJDEWALK PER ELECTRIC BY TENNANT DETAIL 0.4/C4 (7YP.) t. METER CURB BY LANDLORD RET. WALL W/HANDRAIL BY LANDLORD LIGHT POLE BY `pv LAND(ORD TYP) RET. WALL IN/HANDRAIL BY LANDLORD ^� �,,--LANDSCAPE AREA--' 0 S0.1 '22'54" W EX. ASPHALT PVMT. S. UNIVERSITY AVENUE EX. FIRE HYDRANT EX. CONC. CURB & GUTTER EX. SIDEWALK OEX. PP EX. COQ C. CURB EX.1 ASPHALT PVMT. FND. COTTON PICKER SPINDLE EX. CONC. CURB & GUTTER r,: i i EX. DRIVE 0 5' 10' 20' 1"=10' LAYOUT & DIMENSION CONTROL GENERAL NOTES 1. PROPERTY LINES AND EASEMENTS: REFER TO THE PLAT TO VERIFY PROPERTY LINES AND EASEMENT LOCATIONS. 2. BUILDING DIMENSIONSIORIENTATION: REFER TO THE ARCHITECT PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS. THE BUILDING IS PARALLEL TO THE SOUTH PROPERTY LINE - N 87'09'38" W. 3. DIMENSION CONTROL: ALL PAVING DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. PAVING GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT DOCUMENTS AND THE CITY OF LITTLE ROCK'S REQU;REMENTS, IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS AND THE CITY OF LITTLE ROCK'S REQUIREMENTS, THE MORE STRINGENT SHALL APPLY. 2. PAVEMENT WARRANTY: THE CONTRACTOR SHALL PROVIDE A ONE (1) YEAR UNCONDITIONAL MAINTENANCE FREE WARRANTY ON ALL PAVEMENT SURFACES. 3. PAVEMENT SUBGRADE PREPARATION: PAVEMENT SUBGRADE SHALL BE 6 INCHES AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR, ASTM D 698, AT OPTIMUM TO +4 PERCENT OF OPTIMUM MOISTURE. THE SUBGRADE SHALL BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. PAVEMENT SUBGRADES SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBGRADE. 4. CONCRETE PAVEMENT DESIGN: ALL SITE CONCRETE PAVEMENTS SHALL BE THE THICKNESS, COMPRESSIVE STRENGTH (28 DAYS) AND REINFORCED AS SHOWN ON THE PAVING PLAN AND DETAILS. THE CONCRETE SHALL HAVE A WATER -CEMENT RATIO TO PRODUCE A MINIMUM OF 3 TO MAXIMUM OF 5 INCH SLUMP AND CONTAIN PERCENT -ENTRAINED AIR RANGING FROM 4 TO 6. S. REINFORCING BARS: ALL REINFORCING BARS SHALL BE GRADE 60 KSI DEFORMED BILLET STEEL BARS, UNCOATED FINISH. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH THE PAVING PLAN AND DETAILS. 6. WEATHER CONDITIONS FOR CONCRETE PLACEMENT: CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLP,CED WHEN THE TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AWAY FROM ARTIFICIAL HEAT. DO NOT PLACE CONCRETE WHILE IT IS RAINING OR RAIN IS IMMINENT. 7. PAVEMENT REMOVAL: BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT AND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT AND/OR CURBS. B. ACCESSIBLE ROUTES: SIDEWALKS AND RAMPS ALONG ACCESSIBLE ROUTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. PAVEMENT ALONG ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. 9. TESTING: TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE TENANT. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TESTS NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. L Q -L- s 1") j0"_� 0.6i_s,� CL 1�rJ� x(Iv 1Pcc.1Tllv.t� �V.�J�nu•-�U Q�l. Know what's below. Call before you dig. UjT'®F °c DIMENSION CONTROL / PAVING PLAN AR� AS 4 AT&T — 300 S. UNIVERSITY AVENUE R.GISTERED PROFESSIONAL ENGINEER LOT 1, PARK AVENUE ADDITION << 91, No 1457!e 6`` THE CITY OF LITTLE ROCK, ARKANSAS 13 L Lawrence A. Cates & Associates LLP 14RIXIQohm,Tex %75Suhc2(RI natta�,rex:,s7s_sa C Consulting Engineers � Dallas Office: a ,2--185-22,2 Fax: 97&980-162 A TIBPE F•3751 DESIGN DRAWN DATE SCALE NOTES FILE NO. LCA LCA 04/08/11 1"=10' X.X. DIM PAVING -4 Cl 4' SIDEWALK --T LANDLORD �. AREA PE - 3 CROSSWALK BY LANDLORD r-1 CONST. ACCESSIBLE RAMP t PER DETAIL 0.7/C400 AREA M O Cl (7yP).:.. LANDSCAPE CANOPYI 00 EX. CONCRETE PVMT. FACE OF CURB (n'P•) INSTALL ACCESSIBLE PARKING SIGN PER DERAIL 0.9/C4 REL WALL BY LANDLORD i ', PROPERTY LINE 10.81 ' 18' 24' 16;,'. S01'27- W — 12.40' 5 4�8 I COLUMN '- CONST. ISOLATION JOINT FND. 5/8" BETWEEN BLDG. & SIDEWALK j REBAR I _...._____. j) PER DETAIL 0.5/C4 (TYPj WHEEL STOP - STEM WALL o BY LANDLORD %d Nva L75 (TYP.) t: Z w. i I ¢ GRATE � �I CONST SIDEWALK PER ¢ O ❑ WLETDETAIL 0.4/C4 (TYP.)ca CO Qj Lu o CANOPY i n �� REINFORCEDA NOTE: CONTACT THE o° 1` CONCRETE PVMT BY 0 ENGINEER IF THE DIMENSIONS ti LANDLORD VARY FROM THOSE SHOWN. i I � 13' It STRIPING BY IO LANDLORD (TYP.) EX. LIGHT ¢ r d POLE (TYP.) ------____. ( ( w o CONST. TURN -DOWN I —� ¢ CONST. ISOLATION k1 r� CURB PER DETAIL f 1I 5 5.' . SUNSCREEN ' ' ^ 0 o I JOINT BETWEEN W N Iu 0.1/C4 (TYP.) S o BLDG. & SIDEWALK Z o a to 2 �. PER DETAIL ;- V, z LANDSCAPE p ¢ 0.5/C4 (TYP.) O o N r' LIMITS OF j� AREA ? CONSTRUCTION o Q W AREA U ; 20' 5' h EX. U,GE X I BOCTION LIGHT POLE BY O CANOPY 2.5' O ' C� _ TENNANT (TYP.) O LANDSCAPE AREA a i 4 EX. BEGIN CURB CONST. SJDEWALK PER ELECTRIC BY TENNANT DETAIL 0.4/C4 (7YP.) t. METER CURB BY LANDLORD RET. WALL W/HANDRAIL BY LANDLORD LIGHT POLE BY `pv LAND(ORD TYP) RET. WALL IN/HANDRAIL BY LANDLORD ^� �,,--LANDSCAPE AREA--' 0 S0.1 '22'54" W EX. ASPHALT PVMT. S. UNIVERSITY AVENUE EX. FIRE HYDRANT EX. CONC. CURB & GUTTER EX. SIDEWALK OEX. PP EX. COQ C. CURB EX.1 ASPHALT PVMT. FND. COTTON PICKER SPINDLE EX. CONC. CURB & GUTTER r,: i i EX. DRIVE 0 5' 10' 20' 1"=10' LAYOUT & DIMENSION CONTROL GENERAL NOTES 1. PROPERTY LINES AND EASEMENTS: REFER TO THE PLAT TO VERIFY PROPERTY LINES AND EASEMENT LOCATIONS. 2. BUILDING DIMENSIONSIORIENTATION: REFER TO THE ARCHITECT PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS. THE BUILDING IS PARALLEL TO THE SOUTH PROPERTY LINE - N 87'09'38" W. 3. DIMENSION CONTROL: ALL PAVING DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. PAVING GENERAL NOTES 1. STANDARDS AND SPECIFICATIONS: ALL MATERIALS, CONSTRUCTION METHODS, WORKMANSHIP, EQUIPMENT, SERVICES AND TESTING FOR ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE PROJECT DOCUMENTS AND THE CITY OF LITTLE ROCK'S REQU;REMENTS, IN THE EVENT OF A CONFLICT BETWEEN THE PROJECT DOCUMENTS AND THE CITY OF LITTLE ROCK'S REQUIREMENTS, THE MORE STRINGENT SHALL APPLY. 2. PAVEMENT WARRANTY: THE CONTRACTOR SHALL PROVIDE A ONE (1) YEAR UNCONDITIONAL MAINTENANCE FREE WARRANTY ON ALL PAVEMENT SURFACES. 3. PAVEMENT SUBGRADE PREPARATION: PAVEMENT SUBGRADE SHALL BE 6 INCHES AND COMPACTED TO 95 PERCENT OF STANDARD PROCTOR, ASTM D 698, AT OPTIMUM TO +4 PERCENT OF OPTIMUM MOISTURE. THE SUBGRADE SHALL BE PROTECTED AND MAINTAINED IN A MOIST CONDITION UNTIL THE PAVEMENT IS PLACED. PAVEMENT SUBGRADES SHALL BE GRADED TO PREVENT PONDING AND INFILTRATION OF EXCESSIVE MOISTURE ON OR ADJACENT TO THE PAVEMENT SUBGRADE. 4. CONCRETE PAVEMENT DESIGN: ALL SITE CONCRETE PAVEMENTS SHALL BE THE THICKNESS, COMPRESSIVE STRENGTH (28 DAYS) AND REINFORCED AS SHOWN ON THE PAVING PLAN AND DETAILS. THE CONCRETE SHALL HAVE A WATER -CEMENT RATIO TO PRODUCE A MINIMUM OF 3 TO MAXIMUM OF 5 INCH SLUMP AND CONTAIN PERCENT -ENTRAINED AIR RANGING FROM 4 TO 6. S. REINFORCING BARS: ALL REINFORCING BARS SHALL BE GRADE 60 KSI DEFORMED BILLET STEEL BARS, UNCOATED FINISH. SIZE AND SPACING SHALL BE IN ACCORDANCE WITH THE PAVING PLAN AND DETAILS. 6. WEATHER CONDITIONS FOR CONCRETE PLACEMENT: CONCRETE SHALL NOT BE PLACED WHEN THE TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT AND FALLING, BUT MAY BE PLP,CED WHEN THE TEMPERATURE IS ABOVE 35 DEGREES FAHRENHEIT AND RISING. THE TEMPERATURE READING SHALL BE TAKEN IN THE SHADE AWAY FROM ARTIFICIAL HEAT. DO NOT PLACE CONCRETE WHILE IT IS RAINING OR RAIN IS IMMINENT. 7. PAVEMENT REMOVAL: BREAKOUTS FOR REMOVAL OF EXISTING PAVEMENT AND CURBS SHALL BE MADE BY FULL DEPTH SAW CUT WHEN ADJACENT TO PROPOSED PAVEMENT AND/OR CURBS. B. ACCESSIBLE ROUTES: SIDEWALKS AND RAMPS ALONG ACCESSIBLE ROUTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS. PAVEMENT ALONG ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5% AND A MAXIMUM CROSS SLOPE OF 2%. 9. TESTING: TESTING SHALL BE PERFORMED BY A QUALIFIED TESTING LABORATORY, EMPLOYED AND PAID DIRECTLY BY THE TENANT. IN THE EVENT THE RESULTS OF THE INITIAL TESTING DO NOT COMPLY WITH THE PLANS AND THE SPECIFICATIONS, SUBSEQUENT TESTS NECESSARY TO DETERMINE THE ACCEPTABILITY OF CONSTRUCTION SHALL BE AT THE CONTRACTOR'S EXPENSE. PAVEMENT FOUND TO BE DEFICIENT IN STRENGTH OR THICKNESS SHALL BE REMOVED AND REPLACED SOLELY AT THE EXPENSE OF THE CONTRACTOR. L Q -L- s 1") j0"_� 0.6i_s,� CL 1�rJ� x(Iv 1Pcc.1Tllv.t� �V.�J�nu•-�U Q�l. Know what's below. Call before you dig. UjT'®F °c DIMENSION CONTROL / PAVING PLAN AR� AS 4 AT&T — 300 S. UNIVERSITY AVENUE R.GISTERED PROFESSIONAL ENGINEER LOT 1, PARK AVENUE ADDITION << 91, No 1457!e 6`` THE CITY OF LITTLE ROCK, ARKANSAS 13 L Lawrence A. Cates & Associates LLP 14RIXIQohm,Tex %75Suhc2(RI natta�,rex:,s7s_sa C Consulting Engineers � Dallas Office: a ,2--185-22,2 Fax: 97&980-162 A TIBPE F•3751 DESIGN DRAWN DATE SCALE NOTES FILE NO. LCA LCA 04/08/11 1"=10' X.X. DIM PAVING -4 Cl