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Home My WebLink AboutZ-6240-B Map 27 n HIBRYJ-1- 8425' 4' HIGH CHAIN LINK FENCE- Top ENCETOP OF WALL• UULDD OHQC" SEB U'AKEDUT PLAN HEA1/Y DUTY u SCALE , NONE 5" 12.5 mm ACHM T 84.25' L E%G11Ad DEW/DNRUP` TON 8" GLASS -T NGINEERING PART OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20 TOWNSHIP 2 NORTH, NC ARCHITECTS RANGE 13 WEST, LOTS 2-4 VIEWPOINTE OFFICE SUBDMSION, PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A FOUND 7/8 REBAR WITH STONE COLLAR FOR THE NORTHEAST CORNER OF LOT 1 G.C.C. ADDMON TO THE CITY OF LITRE ROCK, ARKANSAS, SAID CORNER IBM LYING ON THE WEST LINE OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20, IIT rr t TOWNSHIP 2 SOUTH, RANGE 13 WEST, THENCE S 6Y16'53" E 344.89' TO A FOUND -rT 1/2 IRON ROD, THENCE S 02'08'29" W 158.64' TO A POINT ON THE EAST C7 RiGHT—OF—WAY UNE OF VIEWPOINTS 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 MOD% THENCE ALONG A CURVE � • • • CONCAVE TO THE RIGHT SAID CURVE HAVING A CHORD OF S 33'5035' E AT 29.38' AND AN ARC LENGTH OF 31.40' AND RADIUS 25.00 TO A POINT, SAID POINT IS ON THE WEST RIGHT-OF-WAY OF SAID VIEWPOINTE COVE, THENCE S 0708'29- W 364.43' TO A POINT, THENCE N BT51'31- W 245.60' TO A FOUND 1/2 IRON ROD, THENCE N 01007'10 E 285.37' TO A FOUND 1/2 IRON ROD AND STONE COLLAR, PASSING AT z •-1220M 221.04' A FOUND 1/2 IRON ROD, THENCE N 01'46'29' E 461.07 TO THE POINT OF Omfin BEGINNING CONTAINING 4.00 ACRES MORE OR LESS. 7J 1101°O-1'12"lr 28.3-f' 010 V 15' LAND USF- OM — — — 134b3' — 22b8' HIBRYJ-1- 8425' 4' HIGH CHAIN LINK FENCE- Top ENCETOP OF WALL• TRANSFORMER PAD (BROOM FINISH L• VITA MODULAR? 5L,OCK WALL(MORN TYPICAL. r�NTRAATO PROVIDE WC, RAMP (BROOM SEE DETAIL SHEET) }H/G PARKIN& SIGN (SEE DETAIL SFT 5TANDARD DUTY HEA1/Y DUTY u 2" 12.8 mm ACHM 5" 12.5 mm ACHM T 84.25' 6" GLA55 7 TRANSFORMER PAD (BROOM FINISH L• VITA MODULAR? 5L,OCK WALL(MORN TYPICAL. r�NTRAATO PROVIDE WC, RAMP (BROOM SEE DETAIL SHEET) }H/G PARKIN& SIGN (SEE DETAIL SFT EXT? (BION OF EE DETAIL TEMP-EET CONSTMIC.TION -� STA 0+4222 END TAPER — 313.77'_ _ / eUrE PSR CITY LITTLE S R ROCK STANDARD DETAIL M4-24. %A ASPHALT SURFACE COURSE .a�r•>t•x=n yr�nl� �aa� 5TANDARD DUTY HEA1/Y DUTY 5URFACE COURSE 2" 12.8 mm ACHM 5" 12.5 mm ACHM SASE GOUR5E 6" GLA55 7 8" GLASS -T NGINEERING NC ARCHITECTS STRUCTURAL AND CIVIL ENGINEERS 51,05=`=,Maryland Way Suite 200 Otent,ir�4 , Tennessee 37027 b1,S 3jW179 fox: 370.9108 IBM �w.dandeinr.us IIT rr t a, --•- •- 11nW®'e�l�®��®ilk 1®111��[�ll��l�®1��1�®ll��i�ll�' a® AWA • • • �� r -i r4 •-1220M J Omfin EXT? (BION OF EE DETAIL TEMP-EET CONSTMIC.TION -� STA 0+4222 END TAPER — 313.77'_ _ / eUrE PSR CITY LITTLE S R ROCK STANDARD DETAIL M4-24. %A ASPHALT SURFACE COURSE .a�r•>t•x=n yr�nl� �aa� ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE ARKANSAS STATE 1-1I604AY AND TRANSPORTATION DEPARTMENT STANDARD SPEGIFICATEON5 FOR HIGHWAY CONSTRUCTION, 2005 EDITION. O • PDN%V0HQ;" METAL SCALE , NOME 82.81' 65, SHEET) SHEET) J o.4-7 A6 + •k— I— > Hj5,j 5, CONCRETE SIDEWALK M PER Cj-rY or- LITTLE ROC STANDARD DETAIL PW -4L LANDSCAPED AREA (TYP) (SEE DETAIL SHEET) .F. 4625' L�g6.li 20.0' L m — DUMPSTER ENGL05URE (SEE DETAIL SHEET) 4.88' ---2' CHAMFER (TYP) HEAVY-DUTY ASPHALT PAVEMENT, SIE DETAIL. 25' MBSL 1.� NEN p5PHALT ROADWAY MR CITY OF LITTLE ROCK STANDARD DETAIL FW -23. N YCV A. OWNER, WB SPORTS OF LITTLE ROCK, LLC 1115 SOUTH 5PRIN65 DRIVE, FRANKLIN, TN 31067 MANA51NEP FARTbER, WILL BARTHOLOMEW TELEPHONE, 615-118-0000 B. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY 5Y: WZLELLAND CON5ULTING EN61NEER5 INCORPORATED LITTLE ROCK, AR DATED, 04-11-07 G. TOTAL AREA OF SITE, 4.61 ACRES D.INS, SUMMARY, 38 FARKIN6 SPACES FOR GARS 2 HANDICAP PARKINS, SPACES II�TOTAL FARKIN6 5PAOF5 PROVIDED E. BUILDING IBpOO SWARF FEET F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL C4DE5 AND THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY. 6. PERSONS U51N6 THIS DRAWING SHOULD CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND UrIITIE5. H. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OD-ERK15E NOTED. I. UNLESS NOTED OTHERM5E, CURB RADII 3.0'. J. DO NOT SCALE THIS DRAWING A5 IT 15 A REPRODUCTION AND SUB -ECT TO DISTORTION. K. THESE PLAN5, PREPARED BY DE516N AND EN6INEERIN6, DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMFLOYEES, AiSENTS OR REIPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF DES16N AND EN6INEERIN65 RWISTEREP PROFESSIONAL EN51NEER HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WEIGH MAY BE REQUIRED BY US. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND/OR LOCAL REGULATIONS. L. IN THE CASE OF CONFLICT BETMl EN TH15 DRAWING AND ANY OTHER PRAHIN6 AND/OR THE SPECIFICATIONS, THE E146INEER SHALL- BE IMMEDIATELY NOTIFIED FOR CLARIFICATION. M. PARKIN& STALL 5TRtPIN6 SHALL BE WHITE ACRYLIC PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P -M. PAINT SHALL BE APPLIED IN TWO COATS. APPLY THE FIRST COAT TO A MINIMUM THICKNESS OF tO mils. APPLY SECOND COAT 80 DAYS LATER FOR A MINIMUM TOTAL THI20 mils. N. THE CONTRACTOR SHALL CONSTRUCT A S'RM CONCRETE 51DEWAL.K ALONG THE NORTHERN SIDE OF CANTRELL ROAD. THE 51DEKALK SHALL_ BE CONSTRUCTED IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD DETAIL PW -41. GRAPHIC SCALE 15 za ea (INF) I inch = 30 & NOT TO SCALE ZONING: 0-5 6E4ERAL OFFICE WITH CONDITIONAL USE (CASE #Z-6240-6) R OF RETAINING ARG. 2.58 AG+ 50200812611W 28�i.18' FEB 113 2008 1� 5TANDARD DUTY HEA1/Y DUTY 5URFACE COURSE 2" 12.8 mm ACHM 5" 12.5 mm ACHM SASE GOUR5E 6" GLA55 7 8" GLASS -T ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE ARKANSAS STATE 1-1I604AY AND TRANSPORTATION DEPARTMENT STANDARD SPEGIFICATEON5 FOR HIGHWAY CONSTRUCTION, 2005 EDITION. O • PDN%V0HQ;" METAL SCALE , NOME 82.81' 65, SHEET) SHEET) J o.4-7 A6 + •k— I— > Hj5,j 5, CONCRETE SIDEWALK M PER Cj-rY or- LITTLE ROC STANDARD DETAIL PW -4L LANDSCAPED AREA (TYP) (SEE DETAIL SHEET) .F. 4625' L�g6.li 20.0' L m — DUMPSTER ENGL05URE (SEE DETAIL SHEET) 4.88' ---2' CHAMFER (TYP) HEAVY-DUTY ASPHALT PAVEMENT, SIE DETAIL. 25' MBSL 1.� NEN p5PHALT ROADWAY MR CITY OF LITTLE ROCK STANDARD DETAIL FW -23. N YCV A. OWNER, WB SPORTS OF LITTLE ROCK, LLC 1115 SOUTH 5PRIN65 DRIVE, FRANKLIN, TN 31067 MANA51NEP FARTbER, WILL BARTHOLOMEW TELEPHONE, 615-118-0000 B. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY 5Y: WZLELLAND CON5ULTING EN61NEER5 INCORPORATED LITTLE ROCK, AR DATED, 04-11-07 G. TOTAL AREA OF SITE, 4.61 ACRES D.INS, SUMMARY, 38 FARKIN6 SPACES FOR GARS 2 HANDICAP PARKINS, SPACES II�TOTAL FARKIN6 5PAOF5 PROVIDED E. BUILDING IBpOO SWARF FEET F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL C4DE5 AND THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY. 6. PERSONS U51N6 THIS DRAWING SHOULD CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND UrIITIE5. H. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS OD-ERK15E NOTED. I. UNLESS NOTED OTHERM5E, CURB RADII 3.0'. J. DO NOT SCALE THIS DRAWING A5 IT 15 A REPRODUCTION AND SUB -ECT TO DISTORTION. K. THESE PLAN5, PREPARED BY DE516N AND EN6INEERIN6, DO NOT EXTEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMFLOYEES, AiSENTS OR REIPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF DES16N AND EN6INEERIN65 RWISTEREP PROFESSIONAL EN51NEER HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED INTO THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS WEIGH MAY BE REQUIRED BY US. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND/OR LOCAL REGULATIONS. L. IN THE CASE OF CONFLICT BETMl EN TH15 DRAWING AND ANY OTHER PRAHIN6 AND/OR THE SPECIFICATIONS, THE E146INEER SHALL- BE IMMEDIATELY NOTIFIED FOR CLARIFICATION. M. PARKIN& STALL 5TRtPIN6 SHALL BE WHITE ACRYLIC PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P -M. PAINT SHALL BE APPLIED IN TWO COATS. APPLY THE FIRST COAT TO A MINIMUM THICKNESS OF tO mils. APPLY SECOND COAT 80 DAYS LATER FOR A MINIMUM TOTAL THI20 mils. N. THE CONTRACTOR SHALL CONSTRUCT A S'RM CONCRETE 51DEWAL.K ALONG THE NORTHERN SIDE OF CANTRELL ROAD. THE 51DEKALK SHALL_ BE CONSTRUCTED IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD DETAIL PW -41. GRAPHIC SCALE 15 za ea (INF) I inch = 30 & NOT TO SCALE ZONING: 0-5 6E4ERAL OFFICE WITH CONDITIONAL USE (CASE #Z-6240-6) R OF RETAINING ARG. 2.58 AG+ 50200812611W 28�i.18' FEB 113 2008 1� TENNESSEE ESIGN and NGINEERING NC ARCHITECTS STRUCTURAL AND CIVIL ENGINEERS 51,05=`=,Maryland Way Suite 200 Otent,ir�4 , Tennessee 37027 b1,S 3jW179 fox: 370.9108 �w.dandeinr.us a, r -i r4 J F- 010 V Z Z Rli I— w I V) Q 0 Wz CL 0LUY Z V O o� s 3� W J i W F— F— � � J Job Job Number: 67-0080 Revisions: #4 anq/o1 CLIENT CON141E74T5 #5 10/0U01 CLIENT GO� #6 10/04/07 CLIENT C0M?-ENT5 #7 10/1b/0? CITY C40MMEMM #6 IV06/07 CITY C.ONiN83I #4 11/21/07 E .EC. CO. COiM� #10 OV03/Ob CLIENT' COM� #11 02/07/06 CITY COMMENTS OCTOBER 9,2007L --- ,20SitePlan Site Plan SGALE� 1M�-2/11