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Home My WebLink AboutS-0801-A Map 196 r9Z,1 4 CERTIFICAvls`"1 r' I t 1 tltrr, SURVEYING ACCURACY E OF MINARY I. GREGORY T. SULLIVAN, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE QR VERIFIED BY ME THAT ALL SURVEYING REQUIREMENTS OF THE "-1 STATE OF ARKANSAS AND CITY OF LITTLE ROCK SUBDIVISION / .. RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND A COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED FOR RECORD IN THE OFFICES OF THE STAT SLIRYE YOFICD THE PULASKI COUNTY CIRCUIT CLf_R7;, ON 19 IN PLAT BOOK f_- PAGE _ rT - DATE OFEXECUTION GREGORIF SULLIVAN REGISTERED PROFESSIONAL LAND SURVEYOR NO. 143(a� - ARKANSAS EXISTING UTILITY POLES FOR OVERHEAD POWER EXISTING HYDRANT 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. 1�1eX DATE OF EXECUTION MAFA L. WRIGHT -RE IE REGISTERED PROF� SSyI ENGINEER NO. SGZx,Lr_ 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 FULFILLED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE. /// ��97 DATE i o 9G _ D TE OF EXECUTION NAME, TTLE ROCK PLANNING COMM MI NW CORNER 1 SE 1/4, NW 1/4 ` SECTION 9 NE CORNER T-1-N, R-13-W SE 1/4, NW 1/4 - _sXlsTwG FIRE EXISTING FIRE / SECTION 9 HYDRANT HYDRANT SET EXST. F --' EXST. 12=W N 89' 25' S1" E 1187.48' "'` 1/2-M • 165.81' T-1-N, R-13-W _ IPF 11.7' 1113.5 _ _ - _ - - -- 3/8-RE iP SET 74.0, _ - _ _- __-_ -_. ` _ 756' R \ 16' UTILITY EASEMENT Il �40.3' C \.�-EXISTING DEDICATED THIS PLAT ILL u a SANITARY SEWER IC 1 f \ C m � I IM �m �\ LOT 7 Ic t9.9 ACRES PROPOSED 0-3 EXISTING EDGE OF PAVEMENT 00'R 50 TEMPORARY EASEMENT 15' SEWER EASEMENT \\ 2 FOR PUBLIC ACCESS TO EXPIRE FOR THIS PLAT UPON COMPLETION OF BOWMAN O0 I pP ROAD CONSTRUCTION \ - Z � I nx7 \ \ ix�0 O ��2 EXISTING o�Do. \ 16' UTILITY EASEMENT ��ttt \\ TSANIrnflv SEWER _ ffi000, I DEDICATED THIS PLAT \ W rK W@ 2 0 IPA 1048L5' IOU I .. - m$53o _- -1 / ouo3Xo w 486.8' I I / J ; PAOIB W Y �16 y0( w L 00;eg NEW 12•WATER LINE 25' DRAINAGE 8 UTILITY _ 15' SEWER EASEMENT \ \ DEDICATED THIS PLAT .�> IV BE INSTALLED AT g8P <W TIME OF ROADWAY EASEMENT -DEDICATED b CONSTRUCTION �` 1 THIS PLAT I � t90.8 45 T Z R.0 W OEDICA .IONTHIS PLAT - 46 EAST tE Yt - OF PROPOSED DA TO WESTERN BOUNDARY I I U TK cbwY-iQ OF IN USE UCTI NOMPLNEA OF NEW CONSTRUCTIONRUCTION ON NEW BOWMAN I O ROAD ALIGNMEN' _ O I • q .yi I I 1 N o '' LOT 5 LOT 6 Q I t7.5 ACRES O ' EO-3 I J PROPOSED 0-3 NC ¢u PROPOSED a m I 1 iq G O I DI PROPOSED SOUTHSOUND LEFT TURN SANE FOR 25' DRAINAGE a UTILITY 600,R I i w?EPIsecrloN EASEMENT - DEDICATED INTERSECTION THIS PLAT 3 m TEMPORARY FOR RIGHT TURN ONLY WrTH EXISTING I -r PHASE I CONSTRUCTION OF SANITARY SEWER 15' UTILITY EASEMENT DEDICATED THIS PLAT \ I� EXECUTIVE CENTER OPINE N PROPOSED ALGNMENT OF EXECUTIVE,a' CONCRETE CENTER DRIVE FOR CONNECTION) 60' R/W DEDICATION SIDEWALK CID357' C� \ WITH NEW BOWMAN Pro ALIG ENT - \ THIS PLAT 25' BUILDING $ETBAC FUTURE PHASE CONSTRUCTION =� 25 BUILDING SETBACK 50.7' }I 14.4' 4.4 R 421.3• 621.7 36' ASPHALT STREET C EXECUTIVE CENTER DRIVE SW CORNER pF SE 1/4, NW 1/4 1/2'n Ra SECTION 9 T-1-N, R-13-W EXISTING 40' A/W EXIST. EDGE OF PAVEMENT / ¢I 25' BUILDING $FfBAGK END SIDEWALKS FORD I I 25' BUILDING SE 111ACK PHASE I CONSTRUCTION - CONTINUE ALONG PROPOSED VARE 25R a ALKiFENT WITH FUTURE 357' CROAD CONSTRUCTION DDITONAL R O.W THIS A FOR NORTHBOUND RIGHT TURN LANE -15' SEWER EASEMENT DEDICATED THIS PLAT 20' DRAINAGE a UTILITY EASEMENT DEDICATED 6� LOT 4 THIS PLAT LOT 3 «-5,2 ACRES �, t5.5 ACRES R PROPOSED 0-1 "1 PROPOSED 0-1 - ' EXISTING I I SANITARY SEWER I �- EXISTING 1 SANITARY SEWER )STING 12' )TER LINE u ¢� I / �s Z �c t0' UTILITY EASEMENT 10' UTILITY EASEMENT DEDICATED THIS PLAT _ J A1i18 J _- 545.0_�DEDICATED THIS PLAT (_ 634.3' - S 89. 31' 50" W 1318.60' 6' CONCRETE I I r SIDEWALK II I I 15' DRAINAGE a UTILITY - EASEMENT - DEDICATED THIS PLAT ZONING I BOUNDARY II SE CORNER SE 1/4, NW 1/4,- SECTION 9, L T-1-N, 20.80.8' 1 F P IPL LOT 2 t10.4 ACRES EXISTING SANITARY SEWER r 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 said SE 1/4, NW 1/4, South 89.31'50" West 1318.60 feet to the Southwest corner of said SE 114, NW 1/4; thence along the West line of said SE 1/4, NW 1/4, North 00'27'42" West 1329.84 feet to the Northwest corner of said SE 1/4, NW 1/4, 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 554.28 feet; thence North 48'51'07" East 311.21 feet; thence South 39'00'24" East 345,19 feet; thence North 89'58'21" East 550.09 feet to a point on the Westerly right-of-way line of Centerview 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 along 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 68450'42" 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 35.94 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 114, 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 1: EXECUTIVE CENTER DRIVE a LOTS 1,2,3 a 6 FUTURE PHASES: LOTS 4.5, a 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 4,5 87. LEGEND FIRE HYDRANT LIGHT POLE WATER METER EXISTING STORM PIPE WATER VALVE EXISTING UTILITY LINE W - WATER MANHOLE G - CIS UTILITY POLE UCT - BURIED TELEPHONE SS - SANT. SEWER ENC EXIST.N'j Py 4'J INPHiry EMFNT$ PROJECT INFORMATION: OWNER/DEVELOPER. WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP n/D 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, t56,962 ACRES (GROSS) CURRENT ZONING. O-1,OUIET OFFICE DISTRICT: Ni MULTIFAMILY DISTRICT; R-2, SINGLE-FAMILY DISTRICT PROPOSED USES- OFFICE LOTS: 7 LOTS TOTAL AVERAGE SIZE _ :7.37 ACRES MINIMUM SIZE : t6.0 ACRES SOURCE OF WATER SUPPLY' CITY OF LITTLE ROCK MUNICIPAL WATER WORKS SEWAGE DISPOSAL. CITY OF LITTLE ROCK WASTE WATER UTILITY ripU0 \ 0°- 15' UTILITY EASEMENT DEDICATED THIS PLAT \ pt? \ 1M/2'Re N 89- 58' 21" E 550,09' Pi Rs ' ' 15' UTILITY EASEMENT - &=05' 18' 31" DEDICATED THIS PLAT T=43.11' R=930.00' L=86.17' PF- r I I 1/2•RB it III ^I -� �_15' DRAINAGE 6 UTILITY EASEMENT - DEDICATED I THIS PLAT PROPOSED a' SAL SEWER MAIN EXTI N 89- 57' 54" W b, \`-- L. XISTING SANII ARY SEWER ONE VICINITY MAP A EXIST. EDGE OF PAVEMENT / 10 U I ILI I T tA5tIVMN I' DEDICATED THIS PLAT i !I S28'19'520E 86.14' CHORD LOT 1 "r t8.1 ACRES A=26' 18' 37" sO \ T=75.96' d 70NING BOUNDAR.' R=325.00' /0' UTILITY EASEMENT rDEDICATED THIS PLAT --i _ ___ - 671.5' 1160.73' .'..r--EXST FH L=149 24' S 76' 53' 38* W S 190 48' 30" E 147.93' CHORD T1/2RS / 28 74' �PF_- 1/2'fl8 i/] RB A=95' 42' 01" 15' UTILITY EASEMENT 6) WEST 35.94' T=27.62' yo DEDICATED THIS PLAT M 0) 0" R=25.00' L=41,76' o T CI N 68' 50' 42" W Co � 37.07' CHORD IIF SET 200 100 0 100 200 SCALE Engineering • Planning Land Surveying Landscape Architecture 10809 Executive Center Drive Suite 210 Little Rock, AR 72211.6021 Telephone 501.221.7880 Fax + 501.221.7882 CONSULTANTS, INC. SCALFi 1" = 100' DRAWN BY BRW&RMB 1-10-96 V Z W O to Q LU Z 0 Ne azcc Q J •J W Q Z W m n 1111- '- cl> _O F' u-ZY O=a Q Q a U. O 0. W " �C VN ago u.Z y j Mfw 3 •F/ O Ya LU j Ya Cr WI- = H Z 03 30 Ii M , M T �W JQ¢ a W►- J Woz er r 3J 0.49. 95-190 piiiiiiiiiiri