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Home My WebLink AboutZ-6240-B Map 5I 0 O MOLDD ON89' 1EB11 AKEDUT PLAIM 5TANDA11P.D DUTY SCALE , NOIR 5URFACE COUR5E LSC C'AL DC Qa_C5CR0nF TOOK, NZ4 PART OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20 TOWNSHIP 2 NORTH, 6" CLASS 7 RANGE 13 WEST, LOTS 2-4 VIEWPOINTE OFFICE SUBDIVISION, PULASKI COUNTY, �o ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: o BEGINNING AT A FOUND 7/8 REBAR WITH STONE COLLAR FOR THE NORTHEAST CORNER OF LAT 1 G.C.C. ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, SAID CORNER LYING ON THE WEST LINE OF THE E 1/2, W 1/2, E 1/2, NE 1/4, SECTION 20, 'T TOWNSHIP 2 SOUTH, RANGE 13 WEST, THENCE S 63'16'53' E 344.89' TO A FOUND _n 1/2 IRON ROD, THENCE S OTOW29" W 158.64' TO A POINT ON THE EAST II RIGHT-OF-WAY LINE 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 TRANSFORMER PAD CONCAVE TO THE RIGHT SAID CURVE HAVING A CHORD OF S 33'50'35' E AT 29.38' T.- 17 AND AN ARC LENGTH OF 31.40' AND RADIUS 25.00 TO A POINT, SAID POINT IS ON > `t) THE WEST RIGHT-OF-WAY OF SAID VIEWPOINTE COVE, THENCE S 02.08'29' W 364.43' TO A POINT, THENCE N 8751'31" W 245.60' TO A FOUND 1/2 IRON ROD, THENCE N 0 01'07'le 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 BROOM miSH AL BEGINNING CONTAINING 4.00 ACRES MORE OR LESS. M L� N01°0792°e • . r 2bS.3"f' 15' LAND USE BuFf 64.31' .. HIC,; MBRW-I - 84?5' W H16H CHAIN LINK FENCE a TOP OF WALL• EXIT (SIS: DETAIL SHEET) T STA C END T ASPHALT 5URFACE COURSE :RUSHED STONE BASE 5TANDA11P.D DUTY HEAVY DUTY 5URFACE COUR5E 2"125 mm AGHM NZ4 BASE COURSE 6" CLASS 7 a' GL.A55 -1 �o o 'T .�1 Cj" E = i II ITT TRANSFORMER PAD T.- 17 > `t) C BROOM miSH AL C7 C. 64.31' .. HIC,; 0 4' H1641 CHAIN LINK FL3NGE e TOP OF WALL. _ DETAIL SHEET) cn M> M — — � � N r- N r ISO PROP COR # ` STA 0+00 25.5' L TIE TO EXISTING CURB 4 8 PAVE ENT AS REQUIRED. MATCH EX15TING"Ci ATr AND SLOPES - STA REMOVE EXISTING BARRICADE :i 1 EXIT (SIS: DETAIL SHEET) T STA C END T ASPHALT 5URFACE COURSE :RUSHED STONE BASE ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE ARKANSAS STATE H16HWAY AND TRANSPORTATION DEPARTMENT STANDARD SPEGIFICATION5 FOR HIGHWAY CONSTRUCTION, 2003 EDITION. PL;IMDHC� DETAL SCALE , NONE 5TANDA11P.D DUTY HEAVY DUTY 5URFACE COUR5E 2"125 mm AGHM 5" 12.5 mm AGHM BASE COURSE 6" CLASS 7 a' GL.A55 -1 ASPHALT PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE ARKANSAS STATE H16HWAY AND TRANSPORTATION DEPARTMENT STANDARD SPEGIFICATION5 FOR HIGHWAY CONSTRUCTION, 2003 EDITION. PL;IMDHC� DETAL SCALE , NONE 82.81' :T} 'T .�1 Cj" E = i . T ITT 0 0 T.- 17 > `t) 82.81' 111.45' SU6fE5TED STREET LLGHT--� LOCATION, TYP. SLE SST C -5- 515M NEW CLASS 3 CONCRETE CURB 4 6UTTFR PER CITY OF LITTLE ROCK STANDARD DETAIL P14-24. )0 a cn ttnn' 1! 0.4-7 NEW 5' CONCRETE 51DE1 TALK pM CITY OF LITTLE STANDARD DETAIL4 P14 ROCK (LANDSCAPED AREA SEE DET ) (tYP) M 3 �5.00 �'86.fi' PYLON 516N g - STA 2+18.1T 20.0' L ) OUMpSTER ENCLOSURE� (SEE DETAIL SWEET) 4.88' --2' OR44FER (TYP) --HEAVY-DUTY ASPHALT PAvEivetT, SEE NAIL, I 25' MBSL L- NEN ASPHALT ROADWAY PER CITY OF LITTLE ROCK STANDARD DETAIL PW -23. NOTIES A. Okee R, WB SPORTS OF LITTLE ROCK, LLC 1115 SOUTH SPRINGS DRIVE, FRANKLIN, TN M061 MANA611N6 PARTNER, WILL BARTHOLOMEW TELEPHONES 615-718-0000 5. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY BY, McCLELLAND GON5ULTIN6 EN6INEER5 INCORPORATED LITTLE ROCK, AR DATED, 04-17-07 C. TOTAL AREA OF 51TE, 4.81 ACRES D.INS SUMMARY, 38 PARKINS SPACE5 FOR CARS 2 HANDICAP PARKING SPACES II 40 TOTAL PARKINS SPADES PROVIDED E. BUILDING I5POO SQUARE H:t-i F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL C.ODE5 AND THE REMIREMENTS OF THE LOCAL UTILITY COMPANY. 6. PERSONS U51N6 THIS DRAWING SHOULD CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND UTIITIE5. H. ALL DIMEN51ON5 ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED. I. UNLE55 NOTED OTHERWISE, CURB RADII 30. J. DO NOT SCALE THIS ORAWIN6 A5 IT 15 A REPRODUCTION AND SUB.ECT TO DISTORTION. K. THESE PLANS, PREPARED BY DESIGN AND EN61HlEtRN6, DO NOT EMEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRAOTOR OR ITS EMPLOYEES, ASENT5 OR REPRESENTATIVES IN THE PERFORMANCE OF THE AORK. THE SEAL OF DESIGN AND ENGINEERING'S REGISTERED PROFESSIONAL EN$INErzR 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 WHICH MAY BE REQUIRED BY U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (09W AND/OR LOCAL RE6ULATTONS. L. IN THE CASE OF CONFLICT BETWEN THIS DRAWIN6 AND ANY OTHER DRAWIN6 AND/OR THE SPF0IFICATION5, THE ENGINEER 5HAL.L BE IMMEDIATELY NOTIFIED FOR CLARIFICATION. M. PARKING STALL STRIPING 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 10 mils. APPLYSECOND COAT 30 DAYS LATER FOR A MINIMUM TOTAL THIS f iC F 20 mils. F84STRUGTIED TNTRACTOR SHALL CONSTRUCT A 5' WIDE CONCRETE 51OEWALKK ATHE NORTHERN SIDE OF CANTRELL ROAD. THE 51DE ALK SHALL IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD Q` DETAIL PW-41.r1�` .R OF RETAINING ARC. �Q 30*q I' LAND USE 2.58 A6± 502008'26"W 2&q.18' GRAPHIC SCALE ( IN FM) 1 inch = 30 1L —SITE LOCATION MAP— NOT TO SCALE ZONING: 0-5 6ENERAL OFFICE WITH CONDITIONAL U5E (CASE #Z-6240-8) Q TENNESSEE ESIGN and '� NGINEERING I NC ARCHITECTS STRUCTURAL AND CIVIL ENGINEERS 5105 Maryland Way Suite 200 BYentwo•od , Tennessee 37027 615-3701779 fax: 370.9108 www.dandeinc.us X Z, Cv� Uhl Job Number: 61-0080 Revisions: #4 4R4/O7 CLIENT COMMENTS #'5 10/OU07 CLIHyT COMMENTS #6 10/04/0? CLIENT COMMENTS #1 10/26/01 CITY COMMENTS AD IV06/07 CITY C.OMIVaaM " 11/27/07 ELEC. CO. C0141E NTS #10 OV0310b CLIENT COMMENTS #11 02/07/0b CITY COMMENTS OCTOBER 9, 20 � (c,Site Plan SCALE: I"=30' bC-A . . . . . . . . . I L—d (SEE BU;)& DRA"11,166,13Y OTHERS) E = i _ _ ---• .. HIC,; DETAIL. 51-1EET) I;(SEE _ DETAIL SHEET) r ISO 111.45' SU6fE5TED STREET LLGHT--� LOCATION, TYP. SLE SST C -5- 515M NEW CLASS 3 CONCRETE CURB 4 6UTTFR PER CITY OF LITTLE ROCK STANDARD DETAIL P14-24. )0 a cn ttnn' 1! 0.4-7 NEW 5' CONCRETE 51DE1 TALK pM CITY OF LITTLE STANDARD DETAIL4 P14 ROCK (LANDSCAPED AREA SEE DET ) (tYP) M 3 �5.00 �'86.fi' PYLON 516N g - STA 2+18.1T 20.0' L ) OUMpSTER ENCLOSURE� (SEE DETAIL SWEET) 4.88' --2' OR44FER (TYP) --HEAVY-DUTY ASPHALT PAvEivetT, SEE NAIL, I 25' MBSL L- NEN ASPHALT ROADWAY PER CITY OF LITTLE ROCK STANDARD DETAIL PW -23. NOTIES A. Okee R, WB SPORTS OF LITTLE ROCK, LLC 1115 SOUTH SPRINGS DRIVE, FRANKLIN, TN M061 MANA611N6 PARTNER, WILL BARTHOLOMEW TELEPHONES 615-718-0000 5. BOUNDARY INFORMATION TAKEN FROM TOP06RAPHIC SURVEY BY, McCLELLAND GON5ULTIN6 EN6INEER5 INCORPORATED LITTLE ROCK, AR DATED, 04-17-07 C. TOTAL AREA OF 51TE, 4.81 ACRES D.INS SUMMARY, 38 PARKINS SPACE5 FOR CARS 2 HANDICAP PARKING SPACES II 40 TOTAL PARKINS SPADES PROVIDED E. BUILDING I5POO SQUARE H:t-i F. THE CONTRACTOR SHALL BID AND PERFORM THE WORK IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL C.ODE5 AND THE REMIREMENTS OF THE LOCAL UTILITY COMPANY. 6. PERSONS U51N6 THIS DRAWING SHOULD CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS OF UNDERGROUND UTIITIE5. H. ALL DIMEN51ON5 ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED. I. UNLE55 NOTED OTHERWISE, CURB RADII 30. J. DO NOT SCALE THIS ORAWIN6 A5 IT 15 A REPRODUCTION AND SUB.ECT TO DISTORTION. K. THESE PLANS, PREPARED BY DESIGN AND EN61HlEtRN6, DO NOT EMEND TO OR INCLUDE SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRAOTOR OR ITS EMPLOYEES, ASENT5 OR REPRESENTATIVES IN THE PERFORMANCE OF THE AORK. THE SEAL OF DESIGN AND ENGINEERING'S REGISTERED PROFESSIONAL EN$INErzR 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 WHICH MAY BE REQUIRED BY U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (09W AND/OR LOCAL RE6ULATTONS. L. IN THE CASE OF CONFLICT BETWEN THIS DRAWIN6 AND ANY OTHER DRAWIN6 AND/OR THE SPF0IFICATION5, THE ENGINEER 5HAL.L BE IMMEDIATELY NOTIFIED FOR CLARIFICATION. M. PARKING STALL STRIPING 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 10 mils. APPLYSECOND COAT 30 DAYS LATER FOR A MINIMUM TOTAL THIS f iC F 20 mils. F84STRUGTIED TNTRACTOR SHALL CONSTRUCT A 5' WIDE CONCRETE 51OEWALKK ATHE NORTHERN SIDE OF CANTRELL ROAD. THE 51DE ALK SHALL IN CONFORMANCE WITH CITY OF LITTLE ROCK STANDARD Q` DETAIL PW-41.r1�` .R OF RETAINING ARC. �Q 30*q I' LAND USE 2.58 A6± 502008'26"W 2&q.18' GRAPHIC SCALE ( IN FM) 1 inch = 30 1L —SITE LOCATION MAP— NOT TO SCALE ZONING: 0-5 6ENERAL OFFICE WITH CONDITIONAL U5E (CASE #Z-6240-8) Q TENNESSEE ESIGN and '� NGINEERING I NC ARCHITECTS STRUCTURAL AND CIVIL ENGINEERS 5105 Maryland Way Suite 200 BYentwo•od , Tennessee 37027 615-3701779 fax: 370.9108 www.dandeinc.us X Z, Cv� Uhl Job Number: 61-0080 Revisions: #4 4R4/O7 CLIENT COMMENTS #'5 10/OU07 CLIHyT COMMENTS #6 10/04/0? CLIENT COMMENTS #1 10/26/01 CITY COMMENTS AD IV06/07 CITY C.OMIVaaM " 11/27/07 ELEC. CO. C0141E NTS #10 OV0310b CLIENT COMMENTS #11 02/07/0b CITY COMMENTS OCTOBER 9, 20 � (c,Site Plan SCALE: I"=30' bC-A . . . . . . . . . I L—d