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Home My WebLink AboutS-0801-A Map 2Engineering • Planning Land Surveying Landscape Architecture �6 0",1() 4. CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, GREGORY T SULLIVAN HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A f COPY OF SAID BOUNDARY SURV EY EY HAS BEEN DULY FILED FOR - T .�---,r RECORD IN THE OFFICES OF THE STAT�SUR)IEYOF�.,ANDHE .. 1 PULASKI COUNTY CIRCUIT CLERK, ON 191(t. W PLAT BOOK PAGE /rrl'll •pt: DA E OF EXECUTION GREGOR .SULLIVAN REGISTERED PROFESSIONAL LAND SURVEYOR NO.10% ARKANSAS EXST CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, MARK L. WRIGHT. HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A PLAT MADE BY ME. AND THAT ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION MA L. WRIGHT RE ISTERED PROFE� SS-jOrlAl ,ENGINEER NO. SG1y'L FAQ A:+ SAg1« B ly ND.6074 4R1r ! Wa�1e,� CERTIFICATE OF PRELIMINARY PLAT APPROVAL ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN F SAID FULFILLED, SUBJECT TO FURTHER PROVISIONS O UL LLED, RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE. / DATE /D D TE OE EXECUTION NAME, TTLE ROCK PLANNING COMMISSION NW CORNER SE 1/4, NW 1/4 ` SECTION 9 T-1-N, R-13-W /'EXISTING FIRE EXISTING FIRE / HYDRANT / HYDRANT SET T EXST 12-W N 89' 25' 61' E 1187.48' R.� 1/2-R4 I� 74,0 11.7' 755' R 15' UTILITY EASEMENT 40.3' C EXISTING DEDICATED THIS PLAT lU N \ SANITARY SEWER \\ IC t C O F o! m IC \03 \ \ \ LOT 7 c t9.9 ACRES lu PROPOSED O-3 EXISTING EDGE \\ OF PAVEMENT 00'R 15 SEWER EASEMENT \\ vi 1 a0' TEMPORARY EASEMENT DEDICATED THIS PLAT m FOR PUBLIC ACCESS TO EXPIRE Ucz I IAy4+r - - UPON COMPLETION OF BOWMAN \ 'ptlt \ ROAD CONSTRUCTION \ z e=� I O9 ZIQ� p;O<O I I \ \\ EXISTWG i�Dr 15- UTILITY EASEMENT -- SANITARY SEWER _ m40o� I \ \ DEDICATED TH18 PLAT PA 104a.5' A g M ri 581.T .— o'0z0 pggwz ; PAGIS a33iW I „•�15' SEWER EASEMENT o<wo¢'r NEW 12'WATER UNE\ \ 25' DRAINAGE 5 UTILITY / DEDICATED THIS PLAT x¢ Q�> TO BE INSTALLED AT j aOVi<u TIME OF ROADWAY EASEMENT -DEDICATED io CONSTRUCTION THIS PLAT / too 45' 0 PC W. DEDICATION THIS PLAT - a5' EAST ------��JJ EXISTING RDADW/�Y TO REMAIN ✓.'" _ 2 OF PROPOSED CL. TO I f ...J--ram—N1 USE l.M1T2 COMT'1T10N OF NEW - WESTERN BOUNDARY X CONSTRUCTION ON NEW BOWMAN I/ O ROAD ALIGNMENT LOT 6 o LOT 5 ¢ I ±7.5 ACRES 0 J ±5.0 ACRES ' 1 PROPOSED 0-3 PROPOSED 0-3 N 'R1 w PROPOSED SOUTHBOUND N / V, LEFT TURN LANE FOR 25' DRAINAGE 6 UTILITY 800'R ? INTERSECTION EASEMENT - DEDICATED m p / / 1 THIS PLAT 1 TEMPORARY INTERSECTION r m OR RIGHT TURN ONLY WITH ' EXISTING O PHASE I CONSTRUCTION OF SEWER NE CORNER SE 1/4, NW 1/4 SE``:TION 9 165.81, T-1-N, R-13-W PF 3/9'RB 7'RB e2 (P �♦ ON \ arc F 15' UTILITY EASEMENT ` DEDICATED THIS PLAT \ (A) h / EXECUTIVE CENTER DRIVE SANITARY 5' CONCRETE N ' 4 N PROPOSED ALIGNMENT OF EXECUTIV� 80' R/W DEDICATION SIDEWALK 1 U) CENTER DRIVE FOR CONNECTION O 425' R / WITH NEW BOWMAN RD. ALIGNMENT - THIS PLAT 25' BUILDING SETBACK A ' 3S.T C \ FUTURE PHASE CONSTRUCTION I —_ 14.4• 420' R �\ 25BUILDING SETBACK 50.7' \ 5217. ' 4' 421.3' _-C _ EC'IT'vE CENTER DRIVE / T31 EXISTING UTILITY POLES FOR OVERHEAD POWER E%:STING FIRE HYDRANT SW CORNER SE 1/4, NW 1/4 2 R SECTION 9 T-1-N, R-13-W EXISTING AO R/`N-- EXIST, EDGE Y OF PAVEMENT % ? 36 ASPHALT STREET URB AND GUTTER 480, R fYw — AM�\ t545.0' - 82 2' 335.8 108.6, C / ¢ — BUILDING SETBACK 5' CONCRETE SIDEWALK _ •A .` 26' \\) _ 25 PHASE END SIDEWALKS FOR PHASE I CONSTRUCTION O CONTINUE ALONG PROPOSED I I I -I 25' R r ALK04WNT WITH FUTURE 35.7' C ROAD CONSTRUCTION ADDITIONAL R.O.W THIS AREA FOR NORTHBOUND RIGHT TURN LANE If EASEMENT15' SEWER DEDICATED THIS PLAT y .r _ 20' PRAINAGE 5 UTILITYc---i OAR LOT 4 EASEMENT - DEDICATED THIS PLAT LOT 3 -�{ 15 DRAINAGE a UTILITY EASEMENT t 5.5 ACRES •I -DEDICATED THIS PLAT t5.2 ACRES i � PROPOSED 0-1 y PROPOSED 0-1 a�.l j EXISTING I SANITARY SEWER ZONING I I BOUNDARY�� — EXISTING I III SANITARY SEWER / 1 11 { P.O.B. SE CORNER NG 2 R LINE o =u` 0$ SE 1/4, NW 1/4, = I I I I SECTION 9, UTILITY EASEMENT o 10' UTILITY EASEMENT DEDICATED THIS PLAT I T-1-N, R-13-W L L10' IEDICATED THIS PLAT I AaB� 545.0_ — — — _ J — 200.8_ 534.3__ _ __ _ J — S 89' 31' 60" W 1318.60' r PIPE --EXISTING SANITARY SEWER I LOT 2 t10.4 ACRES n 11 PROPERTY DESCRIPTION Part of the Southeast 1/4 of the Northwest 1/4 and part of the Southwest 1/4 of the Northeast 1/4, all in Section 9, Township 1 North, Range 13 West, Little Rock, Pulaski County, Arkansas, more particularly described as follows: BEGINNING at the Southeast corner of said Southeast 1/4 of the Northwest 1/4; thence along the South line of sold SE 1/4, NW 1/4, South 89'31'50" West 1318.60 feet to the Southwest corner of said SE 1/4, NW 1/4; thence along the North West line of said SE 1/4, NW 1/ 4. No 00'27'42" West 1329.84 feet to the Northwest corner of said SE 1/4, NW 114, thence along the North line of said SE 1/4, NW 1/4, North 89'25'51" East 1187,48 feet; thence South 00'53'00" East 241.04 feet; thence South 29'56'26" East 564.28 feet; -thence North 48'51'07" East 311.21 feet; thence South 39'00'24" East 345.19 feet; thence North 89058'21" East 650.09 feet to a point on the Westerly right-of-way line of Centervlew drive; thence along said right-of-way line on a curve to the left having a radius of 930.00 feet, an arc distance of 86.17 feet and a chord bearing and distance of South 28'19'52" East 86.14 feet, thence continuing along said right-of-way line South 31'01'39" East 357.88 feet; thence continuing along said right-of-way line South 19'48'30" East 28.74 feet; thence Itlong a curve to the left having a radius of 25,00 feet, an arc distance of 41.76 feet and a chord bearing and distance of North 68.50'42" West 37,07 feet; thence along a curve to the right having a radius of 325.00 feet, an arc distance of 149.24 feet and a chord bearing and distance of South 76'53'38" West 147.93 feet; thence West 3694 feet; thence South 00'00'39" East 117.29 feet to a point on the South line of said SW 1/4, NE 1/4; thence along the South line of said SW 1/4, NE 1/4. North 89'57'54" West 1160.73 feet to the POINT OF BEGINNING, containing 56.962 acres, more or less. PHASING PLAN PHASE _L. EXECUTIVE CENTER DRIVE a LOTS 1,2,3 a 6 FUTURE PHASES: LOTS 4,5, s 7 WILL BE PLATTED INDIVIDUALLY BOWMAN ROAD: RIGHT-OF-WAY TO BE DEDICATED AT THIS TIME AS PART OF THE REZONING PROCESS. DEVELOPER WILL PROVIDE IN -LIEU CONTRIBUTIONS OR CONSTRUCT IMPROVEMENTS AS REQUIRED IN COORDINATION WITH THE PLATTING OF LOTS 4.6 87. LEGEND FIRE HYDRANT LIGHT POLE WATER METER EXISTING STORM PIPE WATER VALVE EXISTING UTILITY LINE W - WATER MANHOLE G - GAS UDT - BURIED TELEPHONE UTILITY POLE SS - SANT. SEWER "R ^ END E%ISTMI11 ROAD IMPROVEMENTS IPF 1/2-RB s 00 15' UTILITY EASEMENT DEDICATED THIS PLAT \ vs -Re T N 89' 58' 21" E I 115 UTILITY EASEMENT DEDICATED THIS PLAT PROPOSED a" SANITARY SEWER MAIN EXTENSION- -- 589.2' -- — - -- N 890 57' 54" W LOT 1 ±8.1 ACRES =18' 37" 'oF T I I =75.75.96' 6 ZONING BOUNDARY R=325.00' LzI49.24• S 76' 53' 38" W �1z°R 147.93' CHORD --� I---15' DRAINAGE 5 UTILITY ' EASEMENT - DEDICATED �— THIS PLAT < 11J PROJECT INFORMATION: OWNER/DEVELOPER: WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP o/o DAVID JONES 11219 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, ARKANSAS 72211 SOURCE OF TITLE INSTRUMENT NUMBER 95-34737 ENGINEER/ SURVEYOR: DEVELOPMENT CONSULTANTS INCORPORATED 10809 EXECUTIVE CENTER DR. SUITE 210 LITTLE ROCK. AR 72211 NEW STREET, 0,740 LINEAR FEET LAND AREA, t55.982 ACRES IGROSSI CURRENT ZONING: O-1,QUIET OFFICE DISTRICT; MF-12, MULTIFAMILY DISTRICT; R-2. SINGLE-FAMILY DISTRICT PROPOSED USES: OFFICE LOTS; 7 LOTS TOTAL AVERAGE SIZE = 0.37 ACRES MINIMUM SIZE : 15.0 ACRES SOURCE OF WATER SUPPLY; CITY OF LITTLE ROCK MUNICIPAL WATER WORKS SEWAGE DISPOSAL' CITY OF LITTLE ROCK WASTE WATER UTILITY VICINITY MAP EXIST. EDGE OF PAVEMENT Pz Re A=05' 18' 31' T_43.11' S \ 28' 19' 62" E S R=930.00' CHORD L=86.17' a� 15' UTILITY EASEMENT DEDICATED THIS PLAT II II �I I 'I EXISTING SANITARY SEWER LINE V] Re '0 15' UTILITY EASEMENT I Ot WEST 35.94' o DEDICATED THIS PLAT - O N o� 10' UTILITY EASEMENT O DEDICATED THIS PLAT (p IP eEET /2'Ra 160.73' _, — EXST. PH S 19' 48' 30" E 28.74' �1 2-RB \` 0=95' 42' 01" T=27.62' R=25.00' L=41.76' N 68' 50' 42" W 37.07' CHORD 200 100 0 100 200 SCALE 10809 Executive Center [hive Suite 210 Little Rock, AR 72211-6021 Telephone 501-221-7880 Fax + 501-221.7882 CONSULTANTS, INC. SCALE I 1" = 100' DRAWN BY BRW&RMB 1-10-96 4 M F O W N Z A( W 4 F. Z W a = 0 '' u H LLZY QONIT. Q aLL0. 0 UQ ♦• ago ULz 0a a�,W _j he >NN W OcYi Z0 CrCr 5� (j)W Ja r W Q z I z 3J aQI- 95-190 PM1