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Home My WebLink AboutZ-3592-H Map 1CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, GR GORY 7 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 COPY OF SAID BOUNDARY SURVEY HAS BEEN DULY FILED FOR RECORD IN THE OFFICES OF THE STATE SURVEYOR AND THE PULASKI COUNTY CIRCUIT CLERK ON 19_, IN PLAT BOOK - PAGE DATE OF EXECUTION GREGORY T. SULLIVAN REGISTERED PROFESSIONAL LAND SURVEYOR NO. ARKANSAS NW CORNER SE 1/4, NW 1/4 SECTION 9 T -1-N, R -13-W _ - .I T. 12•W VOFEXIST. EDGE PAVEMENT PROPOSED 12'W I IP3J. �G l 491 D,F �10' UTIL. EASEMENT DEDICATED THIS PLAT I -L 10 O N LOT 8 ITA, 13.2401 ACRES 5' CONCRETE SIDEWAL I .I W O� m A0P A C1 air 0� Q� CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, MARKl_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 MARK L, WRIGHT REGISTERED PROFESSIONAL ENGINEER NO. ARKANSAS 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' DATE DATE OF EXECUTION NAME, LITTLE ROCK PLANNING COMMISSION N 89. 25' 51" E 1187.48' 1 _t15' UTILITY EASEMENT EXISTING DEDICATED THIS PLAT \ / SANITARY SEWER t LOT 7 \\ ±9.2109 ACRES PROPOSED 0-3 90' R/W DEDICATION 15' SEWEFf EASEMENT \ THIS PLAT DEDICATED THIS PLAT \\ 60' ASPHALT STREET \\ , WITH CURB AND GUTTER 15' UTILITY EASEMENT DEDICATED THIS PLAT -- -- _- __ :883.3 :681.7 - 1301.7' \ I I�16' SEWER EASEMENT 15' DRAIN 6 UTIL /- DEDICATED THIS PLAT ESMT. DEDICATED THIS PLAT o I- I 5' CONCRETE SIDEWALK PROPOSED 12'W T 1 L LOT 6 I t2.8609 ACRES l` 1 17.5187 ACRES PROPOSED 0-3 PROPOSED 0-3 15' UTIL. 8 SEWER EASEMENT DEDICATED THIS PLAT IEXISTING SANITARY SEWER BUILDING -sere AC - NE CORNER SE 1/4, NW 1/4 SECTION 9 165.81' T -1-N, R -13-W �Q2 \\u EXECUTIVE CENTER DRIVE I _. _ -- :36.1 - ---- _X6. 0' - - ---- ------ - 80' ASPHALT STREET "' " c'El'�WTT 60' R/W DEDICAT THIS PLAT - 1 dd, t7 15UTILITY EASEMENT DEDICATED THIS PLAT \ 5' CONCRETE 1 25' ROIL DING SETBACK SW CORNER`- _' 11 IPFj 11 SE 1/4, NW 1/4 SECTION 9 T -1-N, R -13-W EXISTING 40' R/W EXIST, EDGE OF PAVEMENT / WITH CURB AND GUTTER I I 25 BUILDING SETBACK ..u_ n 36' ASPHALT STREET \ 5' CONCRETE SIDEWALK 90' R/W DEDICATION WITH CURB AND GUTTER/ THIS PLAT P PROPOSED 12"W I I 15' SEWER DEDICATED THIS IS PLAT /// EXI8TNG SANITARY SEWER _15' DRAIN 8 UTIL-+� �-- LOT 2 ESMT DEDICATED I I I 110.3864 ACRES LOT 4 THIS PLAT ' LOT 3 �I I� 15' UTILITY EASEMENT PROPOSED 0-1 m� 35,2206 ACRES �i ( / 15.4945 ACRES DEDICATED THIS PLAT PROPOSED 0-1 PROPOSED 0-1 a.l ml / EXISTING Y SANITARY SEWER ZONING I I BOUNDARY-_� �5' CONCRETE SIDEWALK I % PH I I P.O.B. T 12'W. I, I I I SE CORNER g � SE 1/4, NW t/4, a I SECTION 9, 10' UTILITY EASEMENT 10' UTILITY EASEMENT L - - - - DEDICATED THIS PLAT - - PROPOSED T -1-N, R-8' DEDICATED THIS PLAT :838.8_ - - - - S 89' 31' 60" W = J 1316.60' � � � - 5646.01' _ SANITARY SEWER :200 e_ +- - - IPF PROPERTY DESCRIPTION Part of the Southeast 1/4 of the Northwest 1/4 and pert 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 89031'50" West 1318.60 feat to the Southwest corner of said SE 1/4, 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 00053'00" 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 28019'52" 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 4176 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 35.94 feet; thence South 00'00'39" East 117.29 feet to a point on the PROJECT INFORMATION: FIRE HYDRANT LIGHT POLE OWNER/DEVE' OPER- WESTROCK PARTNERSHIP - AN ARKANSAS WATER VALVE GENERAL PARTNERSHIP d c/o DAVID JONES MANHOLEW 11219 FINANCIAL CENTER PARKWAY, SUITE 300 LITTLE ROCK, ARKANSAS 72211 SOURCE OF TITLE INSTRUMENT NUMBER 95-34737 L=149.24' ENGINEER/ SURVEYOR: DEVELOPMENT CONSULTANTS INCORPORATED 10809 EXECUTIVE CENTER DR. S 76' 53' 38" W SUITE 210 W LITTLE ROCK, AR 72211 STREET FOOTAGE :1,596 FEET LAND AREA, 156.962 ACRES (GROSS! CURRENT ZONING: 0-1,QUIET OFFICE DISTRICT; MF -12, MULTIFAMILY DEDICATED THIS PLAT DISTRICT; R-2, SINGLE-FAMILY DISTRICT. PROPOSED USES. OFFICE JOTS, 9 LOTS TOTAL; AVERAGE SIZE . 6.5072 ACRES SOURCE OF WATER SUPPLY: CITY OF LITTLE ROCK ` MUNICIPAL WATER WORKS SEWAGE DISPOSAL'_ CITY OF LITTLE ROCK J J WASTE WATER UTILITY 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, 200 100 0 100 200 more or less. - PWISING FILM PHASE 1: EXECUTIVE CENTER DRIVE a LOTS 1,2,3 6 6 PHASE 2: BOWMAN ROAD 8 LOTS 4,5, 8 7 PHASE 3: LOT 8 LEGM0 FIRE HYDRANT LIGHT POLE WATER METER EXISTING STORM PIPE WATER VALVE EXISTING UTILITY LINE d - WATER MANHOLEW G - GAS UGT - 81RIED TELEPHONE UTILITY POLE SS - SANT. SEWER END EXISTING ROAD IMPROVEMENTS \ oo. 15' UTILITY EASEMENT YS, DEDICATED THIS PLAT \ l� \ IPF I I o�I a N 89' 57' 540 W_ NEMEMW SCALE ALL LOTS IN THIS SUBDIVISION ARE REQUIRED TO PROVIDE DETENTION STORAGE FACILITIES ON SITE j N 89. 58' 21" E 550.09' 15' UTILITY EASEMENT -=05� 1$' 3 DEDICATED THIS PLAT T=43.11' R=930.00' L=86.17' LOT 1 ±8.1255 -ACRES �EXIST. EDGE OF PAVEMENT IF S 28. 19' 52" E 86.14' CHORD 15' UTILITY EASEMENT - DEDICATED THIS PLAT F , ExST PH -S 19' 48' 30" E 28.74' 'F 0=95' 42' 01" T=27.62' R=25.00' L=41.76' N 68' 50' 42" W 37.07' CHORD "11•.11N7r.. SIAL£ t1R'� Engineering • Planning Land Surveying Landscape Architecture 10809 Executive Center Dr. Suite 210 Little Bock, AR 72211-6021 Telephone 501.221-7880 Fax # 501-221-7882 DEVELOPMENT CONSULTANTS, INC. SCALE 1r'=100• DRAWN BY : BRW vi Z O 11-06-95 PROPOSED 0-1 A=26. 18' 37" ten\ T=75.96' d R=325.00' 3 °f L=149.24' Z S 76' 53' 38" W W 0 U) 147.93' CHORD �_15' UTILITY EASEMENT Z - DEDICATED THIS PLAT n �1 IP Z ` w Q1 J J > 15' UTILITY EASEMENT I WEST 35.94' Z a DEDICATED THIS PLAT Z 5) cl) s•-Wv O N LL 0 Z Y O 10' UTILITY EASEMENT O rDEDICATED THIS PLAT 1160.73'-t =5�1.a 0 O III!) .. F-av a7-0 _ _ - - - - - - IP SET LL W - 1 = , ExST PH -S 19' 48' 30" E 28.74' 'F 0=95' 42' 01" T=27.62' R=25.00' L=41.76' N 68' 50' 42" W 37.07' CHORD "11•.11N7r.. SIAL£ t1R'� Engineering • Planning Land Surveying Landscape Architecture 10809 Executive Center Dr. Suite 210 Little Bock, AR 72211-6021 Telephone 501.221-7880 Fax # 501-221-7882 DEVELOPMENT CONSULTANTS, INC. SCALE 1r'=100• DRAWN BY : BRW vi Z O 11-06-95 r 3 °f Z W 0 U) ~VLU Z LL0 Z W Q J J > W N Q Z W�m Z O s•-Wv LL 0 Z Y X Q alta 0 W UN .. F-av a7-0 LL W J = U.Z CLAW 04 Y LU OU Z5Or3', CC G = r qua Ja � W a z I r 3� 0.<