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Home My WebLink AboutZ-6240-B Map 4A FA PROP cOF STA 0+00 25.5' L TIE TO EXI5TING CURB 4 aa, 1T' A5 REGIUIRED. MATCH EXISTIF6-ELEVATIC AND SLOPES. 5TA REMOVE EXT5TIN6 BARR ASPHALT SURFACE COURSE .MY -+FPD STONE AASE ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE ARKANSAS STATE 1-116HWAY AND TRANSPORTATION DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAY CON5TRUC:TION, 2003 EDITION. 'PAVING DETAIL • 5TANDARD DUTY HEAVY DUTY SURFACE GOUR5E 2" 12.5 mm AGHM 3" 12.5 mm AGHM BA5E COURSE 6" CLA55 7 8" GLASS -T ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE ARKANSAS STATE 1-116HWAY AND TRANSPORTATION DEPARTMENT STANDARD SPECIFICATIONS FOR HIGHWAY CON5TRUC:TION, 2003 EDITION. 'PAVING DETAIL • EXIT (7513: DETAIL N5TRUCTIO= STA 0+4222 END TAP13Z NEWGLA55 3 CONCRETE CURB i y C T? GUTTER PER CIN OF LITTLE NEW 5' CONCRETE SIDEWALK ROCK STANDARD DETAIL PeI M PER CITY OF LITTLE STANDARD FROCK I (LANDSCAPED AREA SEE DES ) (iYP) M C'0 NEW ASPHALT ROADWAY PER CITY OF LITTLE ROCK STANDARD DETAIL PW -23. DUMp5TER ENCLOSURE (SEE DETAIL SHEET) .88' —2' CHIIII (TVP) I HEAVY-DUTY ASPHALT PAVEMENT, SEE DETAIL. NOTES S A. old: WB SPORTS OF LITTLE ROCK, LLC 1115 SOUTH 5PRING5 DRIVE, FRANKLIN, TN 3700 MANAGING PARTNER, WILL BARTHOLOMEW TELEPHONE, 615-718-0000 B. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY 5`6 McCLELLAND CON5ULTIN6 EN61NEERS INCORPORATED LITTLE ROCK, AR DATED, 04-17-07 G. TOTAL AREA OF SITE, 4.81 ACRES 2;(77f- . :INE SUMMARY, 38 PARKIN6 5PAGE5 FOR GARS 2 HANDICAP PARKING SPACES II `� TOTAL PARKING SPACES PROVIDED E. BUILDIN6 18p00 SWARE FEET F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES AND THE REGUIREMENTS OF THE LOCAL UTILITY COMPANY. 6. PERSONS USING THIS DRAWING SHOULD CONTACT LOCAL, UTILITY COMPANIES FOR EXACT LOCATIONS OF (I H. ALL DIMENSION5 ARE TO FACE OF CURB, UNLET OTHERWISE NOTED. I. UNLESS NOTED OTHERWISE, CURB RADII 3.0'. J. DO NOT SCALE THIS DRAWING A5 IT 15 A REPRODUCTION AND SUBJECT TO DISTORTION. K. THESE PLANS, PREPARED 13Y DESIGN AND ETJGItRING, DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, A0ENTS OR REPRE5ENTATIVE5 IN THE PERFORMANCE OF THE WORK. THE SEAL OF DE516N AND EN6INEERIN65 RE6ISTERED PROFESSIONAL EN6R>EeR HE2EON DOES NOT EXTEND TO ANY 5LI SAFETY 5Y5TEM5 THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE REQUIRED BY U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHfJ AND/OR LOCAL REGULATIONS. L. IN THE CASE OF CONFLICT BETWEEN THI5 DRAWING AND ANY OTHER DRAWING AND/OR THE SPECIFICATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR CLARIFICATION. M. PARKING STALL STRIPING SHALL BE WHITE ACRYLIC PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P-1415. PAINT SHALL BE APPLIED IN TWO COATS. APPLY THE FIRST COAT TO A MINIMUM THICKNESS OF 10 mils. APPLY SECOND COAT 30 DAYS LATER FOR A MINIMUM TOTAL T i F 20 mils. N. THE CONTRACTOR SHALL C:ON5TRUCT A 5' WIDE CONCRETE SIDEWALK ALONG THE NORTHERN SIDE OF CANTRELL ROAD. THE SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD DETAIL PW -4l. II OF RETAINING WALL ARG. 30.x1' LANs USE 2.58 AG± 502°08'26"W 2841.18' GRAPHIC SCALE ( IN FEET ) 1 inch = 30 LPL —SITE LOCATION MAP— NOT TO SCALE ZONING: 0-3 GENERAL OFFIGE WITH CONDITIONAL USE (CASE #Z-6240-5) 0, M _TI FEB 13 2008 --r. TENNESSEE ESIGN and f _NM IJIM EBRIIII G I NC ARCHITECTS STRUCTURAL AND CIVIL ENGINEER: 5105 Maryland Way Suite 200 Brentwood , Tennessee 37027 6.13 37071779 fax: 370-9108 vtww.dondeinr.us `h; ZF ®1" N W z 0 Q� W ` ZV 0Q ICL y 1 1 > ._ LUi- i- J Job Number: 6i-0080 Revisions: 114 gAc1101 CLIENT COMMENTS 45 10/01/07 CLIENT COMI ITS *6 10/04/07 CLIEW Wt4-ENTS *7 10126/07 CITY COMMENTS *D IVOb/07 CITY C.0144ENTS #4 1111 ELEG. CO. G01�1T5 *10 01/031[]8 CLIENT COMr'lETTrS #11 02/0'1/020 CITY COMMENTS OCTOBER 91 200 r Site Plan 50AII 1"=30' SCALE , NONE LES"AL DCS(MPT00H. PART OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20 TOWNSHIP 2 NORTH, RANGE 13 WEST, LOTS 2-4 VIEWPOINTS OFFICE SUBDIVISION, PULASKI COUNTY, ARKANSAS. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: C J BEGINNING AT A FOUND 7/8 REBAR WITH STONE COLLAR FOR THE NORTHEAST CORNER OF LOT 1 G.C.C. ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER "TT LYING ON THE WEST LINE OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20, Irl TOWNSHIP 2 SOUTH, RANGE 13 WEST, THENCE S 63'16'53' E 344.89' TO A FOUND t} lJ -0 1/2 IRON ROD, THENCE S 02'08'29" W 158.64' TO A POINT ON THE EST � C 7 RIGHT-OF-WAY UNE OF VIEWPOINTE COVE (60' R -O -W), THENCE ALONG A CURVE CONCAVE TO THE LEFT SAID CURVE HAVING A CHORD OF S 56'09'18" W AT 95.48' AND AN ARC LENGTH OF 259.46' AND RADIUS 59.00'. THENCE ALONG A CURVE C CONCAVE TO THE RIGHT SAID CURVE HAVING A CHORD OF S 33'50'35' E AT 29.38' z_,. AND AN ARC LENGTH OF 31.40' AND RADIUS 25.00 TO A POINT, SAID POINT IS ONJ) THE WEST RIGHT-OF-WAY OF SAID VIEWPOINTE COVE, THENCE S 02'08'29" W 364.43' x7 { TO A POINT, THENCE N 8751'31" W 245.60' TO A FOUND 1/2 IRON ROD, THENCE N 0 0 0 } 01'07'120 E 285.37' TO A FOUND 1/2 IRON ROD AND STONE COLLAR, PASSING AT 221.04' A FOUND 1/2 IRON ROD, THENCE N 01'46'29' E 461.07' TO THE POINT OF I BEGINNING CONTAINING 4.00 ACRES MORE OR LESS. St 1140I00 -142"E eE-....�.. 15LAND USE W=FeR-__/ 30.1' o o � 2 Bg25' 180' 46.25' 4' HIGH CHAIN LINK FENCE (Sly 5LDG DRAWINGS, BY OTHERS) N e TOP OF WALL. - $_ IgbB' F.F.E. = 4241.00 € MODULAR BLOCK 1RiTTAIN11Y6 WALLPROVIDE {g' to Iz.l3' Z �p �IgN PROFESSIONAL B461N ° N WG RAMP (BROOM FINISH, 4 NO SEE DETAIL SHEET) WG PARKING 516N q UI (SEE DETAIL ?RfWSI ORIS PAD (BROOM FINISH) CONCRETE SIDEWALK BROOM FINISH, TYPIC LNG ) L 11 O 0 O ( m w ® 5.74 II ®q' = 4141' 18A2' 8' 8' 8' 1 TANDARD DUTY ASPHALT !JWo SYMBOL 6q.37' 6' AVMS, ` DETAIL. 20 9 q' = 80' (SEE DETAIL, 5HEEr) ' W HIGH CHAIN LINK FENCE CURB 3 ) IL SVEETI a TOP OF WALL. ( C = 350 0 6. 117.45' S73q' _ PYLON 516N P I 24420' (SEE DETAIL ) 0 I° STA 2+78.-N 8 8 5UG6ESTED STREET Ll6HT ��! t 20.0' L 1 LOCATION, TYP. 5EE 5Hl�T G-3. 2+00 - -__—� '.r:.I" F V 1 '�Llv EXIT (7513: DETAIL N5TRUCTIO= STA 0+4222 END TAP13Z NEWGLA55 3 CONCRETE CURB i y C T? GUTTER PER CIN OF LITTLE NEW 5' CONCRETE SIDEWALK ROCK STANDARD DETAIL PeI M PER CITY OF LITTLE STANDARD FROCK I (LANDSCAPED AREA SEE DES ) (iYP) M C'0 NEW ASPHALT ROADWAY PER CITY OF LITTLE ROCK STANDARD DETAIL PW -23. DUMp5TER ENCLOSURE (SEE DETAIL SHEET) .88' —2' CHIIII (TVP) I HEAVY-DUTY ASPHALT PAVEMENT, SEE DETAIL. NOTES S A. old: WB SPORTS OF LITTLE ROCK, LLC 1115 SOUTH 5PRING5 DRIVE, FRANKLIN, TN 3700 MANAGING PARTNER, WILL BARTHOLOMEW TELEPHONE, 615-718-0000 B. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY 5`6 McCLELLAND CON5ULTIN6 EN61NEERS INCORPORATED LITTLE ROCK, AR DATED, 04-17-07 G. TOTAL AREA OF SITE, 4.81 ACRES 2;(77f- . :INE SUMMARY, 38 PARKIN6 5PAGE5 FOR GARS 2 HANDICAP PARKING SPACES II `� TOTAL PARKING SPACES PROVIDED E. BUILDIN6 18p00 SWARE FEET F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES AND THE REGUIREMENTS OF THE LOCAL UTILITY COMPANY. 6. PERSONS USING THIS DRAWING SHOULD CONTACT LOCAL, UTILITY COMPANIES FOR EXACT LOCATIONS OF (I H. ALL DIMENSION5 ARE TO FACE OF CURB, UNLET OTHERWISE NOTED. I. UNLESS NOTED OTHERWISE, CURB RADII 3.0'. J. DO NOT SCALE THIS DRAWING A5 IT 15 A REPRODUCTION AND SUBJECT TO DISTORTION. K. THESE PLANS, PREPARED 13Y DESIGN AND ETJGItRING, DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, A0ENTS OR REPRE5ENTATIVE5 IN THE PERFORMANCE OF THE WORK. THE SEAL OF DE516N AND EN6INEERIN65 RE6ISTERED PROFESSIONAL EN6R>EeR HE2EON DOES NOT EXTEND TO ANY 5LI SAFETY 5Y5TEM5 THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WHICH MAY BE REQUIRED BY U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHfJ AND/OR LOCAL REGULATIONS. L. IN THE CASE OF CONFLICT BETWEEN THI5 DRAWING AND ANY OTHER DRAWING AND/OR THE SPECIFICATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR CLARIFICATION. M. PARKING STALL STRIPING SHALL BE WHITE ACRYLIC PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P-1415. PAINT SHALL BE APPLIED IN TWO COATS. APPLY THE FIRST COAT TO A MINIMUM THICKNESS OF 10 mils. APPLY SECOND COAT 30 DAYS LATER FOR A MINIMUM TOTAL T i F 20 mils. N. THE CONTRACTOR SHALL C:ON5TRUCT A 5' WIDE CONCRETE SIDEWALK ALONG THE NORTHERN SIDE OF CANTRELL ROAD. THE SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD DETAIL PW -4l. II OF RETAINING WALL ARG. 30.x1' LANs USE 2.58 AG± 502°08'26"W 2841.18' GRAPHIC SCALE ( IN FEET ) 1 inch = 30 LPL —SITE LOCATION MAP— NOT TO SCALE ZONING: 0-3 GENERAL OFFIGE WITH CONDITIONAL USE (CASE #Z-6240-5) 0, M _TI FEB 13 2008 --r. TENNESSEE ESIGN and f _NM IJIM EBRIIII G I NC ARCHITECTS STRUCTURAL AND CIVIL ENGINEER: 5105 Maryland Way Suite 200 Brentwood , Tennessee 37027 6.13 37071779 fax: 370-9108 vtww.dondeinr.us `h; ZF ®1" N W z 0 Q� W ` ZV 0Q ICL y 1 1 > ._ LUi- i- J Job Number: 6i-0080 Revisions: 114 gAc1101 CLIENT COMMENTS 45 10/01/07 CLIENT COMI ITS *6 10/04/07 CLIEW Wt4-ENTS *7 10126/07 CITY COMMENTS *D IVOb/07 CITY C.0144ENTS #4 1111 ELEG. CO. G01�1T5 *10 01/031[]8 CLIENT COMr'lETTrS #11 02/0'1/020 CITY COMMENTS OCTOBER 91 200 r Site Plan 50AII 1"=30'