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HomeMy WebLinkAboutS-0801-E Map 1CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, LEE D. KENDRICK, 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 COM PLIED 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 JANUARY 10. 1996. IN PLAT BOOK E, PAGE 517. /2 /99 7 _ DATE O EXECUTIO�DK�N REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1274 ARKANSAS CHERRY CREEK ADDITION PLAT BOOK D, PAGE 949 XN W CORNER E 1/4, NW 1/4 ECTION 9 -1-N, R-13-W 15' UTIL 4 EXST FEXST, 12-W DRAIN. ESMT LOT JOHN H. BENNETT III 26 6 WIFE NICOLETTE CHERRY LAUREL DRIVE J.E. SMITH CONSTRUCTION LLC L O 1 16 00'R 16' UTIL. 8 DRAIN. ESMT. -, }[ LOT O<w bZ< BILLYIE. ADCOCK i WIFE JUDY L. 82 ZZ9I 0 D<9 F3:,Qr �LESMT-+ 00, 00 DRppU�'N l W- WOSII a / LOT I 'M 13: LINDA C DEARMOND 83 mMO 15' UTIL 4 DRAIN. ESMTT T ^oo;< w w v Wf 0-,2.< W z rn = = n0g3 D OQ<s'OF O - ANDREA MARIE GOIN LOT 600<LL 84 KIMMY L. LOONEY i LOT I Z IJ WIFE MELANIE C 85 O Q P N SCOTT SUTHERLIN 6 LOT ��S O1 0°�QPiv ' WIFE KIM a ALTA 86 I y0 O W Q JOAN SUTHERLIN V� fn Lij JOHN H, COOLEY E LOTT. (1 O WIFE LISA T. 87 I 800'R (� JAMES E HUNT, at al I W LOT F- 88 W �f �l MICHEAL 0, \ MOKINNIS 15' UTIL. 6 -�-t Z J DRAIN. ESMT. I 16' UTIL a LOT DRAIN. ESMT-1 N1 a '8 89 �J1 - I MILES M. GOGGANS /r EXISTING UTILITY POLES FOR OVERHEAD POWER 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 HAV BEEN COMPLIED WITH DATd 0 E CUTION IM K R RE STERED PROFESSIONAL ENGINEER NO. 6074 ARKANSAS MAX R. DAVIS a WIFE CAROLYN TRACT 12 EDWARDS_ SUB EXI' 00 /''HYDR AN FIRE 4 HYDRANT 1 S 88'W01" E 1187,48' 54e.2'-- --- -- - - -- - - -- -� �- - 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 R -15' UTILITY EASEMENT C EXISTING DEDICATED THIS PLAT SANITARY SEWER \\ o a ° ° a LOT 11 ±1.30 ACRES PROPOSED/ m 0 LOT 15 ^ ±PR ACRES zs4..PROPOSEDEXISTING EDGEOF PAVEMENT ji s CONC15' SEWER EASEMENTn SIDEW 50' TEMPORARY EASEMENT DEDICATED THIS PLAT 3 - LOT 12 FOR PCOMP ACCESS TO EXPIRE UPON COMPLETK)N OF 60WIAAN ±1.12 ACRES q ROAD CONSTRUCTION SANILTARY BE \ PROPOSED 70 a1NE RE' OCMIONER I \ 16' UTILITY EASEMENT \ \ DEDICATED THIS PLAT PAGIS f -_ N89'68f_12"E_ �04- - ----1 I 284.4' 486.8' o END PHASE II RO D- A0N \ �\ CONSTRUCTION I0 U NEW 13"WATER LINE 17.5' DRAINAGE 6 UTILITV- TO BE INSTALLED AT \ �+ m TIME OF ROADWAY EASEMENT - DEDICATED LOT 13 CONSTRUCTION , THIS PLAT ±1.29 ACRES 0 _ P � ^ ,Ea�A-EC 45 1 PROPOSED A EAST OE PRO/OA® Ew STNG ROADWAY -; .MAN TO WEBTBN BOIRAAMI �N USE VMl OF NEW - fD '• NOiN NIW)N IZ. II CONSTRUCTION ON NFW BOWMAN ROAD ALIGNMENT q LOT 5 N ° ±4.97 ACRES r 251.e' o l PROPOSED 0 N , 0 a o w SOUTHBOUND I; LOT 14 Lu / LEFT TURN LANE FOR N INTERSECTION ♦ u ±1.20 ACRES 00 PROPOSEDDO / I a > `O TEMPORARY INTERSECTION IZ / X / FOR RIGHT TURN ONLY N / /\ r -1" PROPOSED ALIGNMENT NN EXECUTIV1 \ CErTER DRIVE FOR CONNECT" \ SANITARY SANITARY SEWER 26' R 91•4312' S98'12'03'E WIM NEW BOWMAN RD. ALIGNMENT I 35.7' C 94.81' CHORD --� 121.31 FUURE PHASE CONSTRUCTION S" WATER MAN EXTENSION __-_ 4 25' BUIIDING SETa1/1CK NO1.1T5TE 420' R 50.67' 202.2' N89'12'03' W 00 - 38' ASPHALT STREET -�XEC -IjIYE _ CURB AND GUTTER 60' RIGHT +� 2G BUILDING SETBACK END ISI}.Ki FOR r / N91.43'12'W CONT94UE ALO9"RM PROPOSED 26' R 108.35- CHORD ALIGNMENT wW�fExX FUTURE .- 35.7' C RonD coNBTRucTION ADDITIONAL R.O.W DEDICATED THIS AREA FOR NORTHSOUND Y RIGHT TURN LANE ml 40 / 10' DRAINAGE& UTILITY LOT 4 EASEMENT - QEDICATED� 900q THIS PLAT WI ±5.21 ACRES g PROPOSED R 'I C Z WINROCK DEVELOPMENT CO Mo ---EXISTNG t SANITARY SEWER EXISTING FIRE HYDRANT EXISTING 12" WATER LIKE Do 10' UTILITY EASEMENT r DEDICATED THIS PLAT .J- e44.3_ SW CORNER e. SE 1/4, NW 1/4 2'� - I SECTION 9 T-1-N, R-13-W -`-LOT LOT LOT LOT LOT +i LOT % LOT FW 59 I( 58 57 56 b55 zW 54 a�UF m 53 yob > R y o¢ Nw W V / b ¢¢w EXISTING 40' R/W ''-"---' OQ ¢ Q> 3 � D Q / o Z> U'< If n I OW I I <J I IO OM <2 1 Z �N O =< W Ox W O �y { O/ a< > p r 7LL_ J 2LL a2 W WW10 by N p3 oW m G; ILL Jw x 0]>i YW EXIST. EDGE 3 j O OF PAVEMENT o� i ff SANDPIPER WEST ADDITION PLAT BOOK D, PAGE 046 Iry $ LOT\� ° 52 jv} 0 x f a W Z wF 3 W N > W W n N EXISTING FIRE HYDRANT 272.9' LOT 10 0.20 ACRES PROPOSED JAMES A WATT E CORNER TRUSTEE IE 1/4, NW 1/4 iECTION 9 IRS 165.81, -1-N, R-13-W IPF 3/8'RB \ I co 22a.o• 15' UTILITY EASEMENT'° DEDICATED THIS PLAT N b IPF 8' SANITARY SEWER I 9 \1�2RBEXTENSIONLOT ±1.11 ACRES PROPOSED M /5' UTILITY EASEMENT n DEDICATED THIS PLAT -EXISTNG - SAMTARV SEWER SeLeT - -� -�-6y .- bs oQ 237.2' 31' ASPHALT STREET W/ CURB AND GUTTER LOT 8 o' n ±1,22 ACRES N I PROPOSED KOGER OFFICE FRK INC. a' SANITARY SEWER EXTENSION ,( 232.1- \ Q�P 40 m + r 15' UTILITY EASEMENT / LOT 6A -±2.000 ACRES o PLATTED & 16LOT 7 Z DEVELOPED S5' q ±1,16 ACRES PROPOSED 811'29.36'V 291.50' CHOI' T 5' CONCRETE O 80' R/W DEDICATION SIDEWALK 10 THIS PLAT 7.32_12/2.03-W s10 a 25' BUILDING SETBACK_ 6 _ i.00' Tr� B S8WIT03"t N, 200.00' 1r2 26' BUILDING SETBACK 5 CONCRETE SIDEWALK < LOT 3B e LOT 3A m ±3.477 ACRES ACRES. PLATTED .�±2.017 z PLATTED & „' DEVELOPED n - EXISTING SANITARY SEWER / ZONING Z f BOUNDARY-. EBTING TV WTER LINE - E XISTING SANITARY SEWER KOGER OFFICE PARK INC. 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. North 88.08'01" West 1318.60 feet 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 01.52'26" East 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, South 88'14'01• East 1187,48 feet: thence South 01'27'09" West 241.04 feet; thence South 27.36'17" East 554,28 feet; thence North 51.11'16" East 311,21 feet; thence South 36440'15" East 345.19 feet; thence South 87.41'30" 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 8617 feet and a chord bearing and distance of South 25'59'43East 86.14 feet; thence continuing along said right-of-way line South 28.41'30" East 357.88 feet; thence continuing along said right-of-way line South 17.28'21" 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 66.30'33" 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 79'13'41" West 147.93 feet, thence North 87' 39' 51" West 35.94 feet; thence South 02'19'30" West 117.29 feet to a point on the South line of said SW 1/4, NE 1/4, thence along the South line of sold SW 1/4, NE 1/4, North 87.37'45" West 1160. 73 feet to the POINT OF BEGINNING, containing 56.952 acres, more or less. - PHASING PLAN - -- - PHASE 1: COMPLETE - EXECUTIVE CTR. DR. A LOTS 1,2,3A, 3B, BA i 6B PHASE II: SOUTH 457' EXECUTIVE CENTER COURT FUTURE PHASES: LOTS 4 - 16 WILL BE PLATTED INDIVIDUALLY AND THE NORTH 227' OF EXECUTIVE CENTER COURT TO BE BUILT WITH LOTS 9-12 BOWMAN ROAD: RIGHT-OF-WAY IS DEDICATED AT THIS TIME. DEVELOPER WILL PROVIDE IN -LIEU CONTRIBUTIONS OR CONSTRUCT IMPROVEMENTS AS REQUIRED IN COORDINATION WITH THE PLATTING OF LOTS 4,5 67. BOWMAN ROAD: A FINAL COMBINED PLAT MAP WILL BE PROVIDED UPON COMPLETION OF THE LAST FINAL PLATTED AREA IN THE SUBDIVISION. LEGEND FIRE HYDRANT UGHT POLE WATER METER DUSTING STORM PIPE WATER VALVE 005TMG UTILITY LINE - WATER MANHOLEW G - GALS MAC, POLE UOT - BURIED TELEPHONE SS - SAINT. SEWER wee KOGER OFFICE PARK INC. 90- LOT 2 w ±10,386 ACRES 0 PLATTED & DEVELOPED o Z P.O.B. SE CORNER SE 1/4, NW 1/4, SECTION 9, T-1-N, R-13-W 200.00• 200,81' 1 PIPF5" -- �r / W LOT W LOT LOT LOT LOT LOr 32 < I 33 Z4 35 36 I 188 b b Z z �0 ©N Q. Ix 1 �z 1 Y 0 U' 2 OJ Z O 7 r < <� F ITn3 p Fw < O � it C7 < < 00 00 SANDPIPER WEST ADDITION PLAT BOOK C, PAGE 048 PROPOSED 8' SANITARY SEWER MAN EXTENSION S 87'41'30" E 660.09, PROJECT INFORMATION: QWNER/DEVELOPER WESTROCK PARTNERSHIP - AN ARKANSAS GENERAL PARTNERSHIP c/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 10e09 EXECUTIVE CENTER DR. SUITE 210 LITTLE ROCK, AR 72211 NEW STREET: 0,740 LINEAR FEET - EXECUTIVE CENTER DRIVE s684 LINEAR FEET - EXECUTIVE CENTER COURT LAND AREA: t58.962 ACRES (ORIGINAL GROSS AREA) CURRENT ZONING, 0-I,OUIET OFFICE DISTRICT i 0-3. GENERAL OFFICE DISTRICT PROPOSED USES OFFICE LOTS. 16 LOTS TOTAL : 15051 ACRES AVERAGE SIZE , 0,15 ACRES MINIMUM SIZE • 0.11 ACRES SOURCE OF WATER SUPPLY: CITY OF LITTLE ROCK MUNICIPAL WATER WORKS SEWAGE DISPOSAL, CITY OF LITTLE ROCK WASTE WATER UTILITY A=05. 18' T=43.11' R=930.00' L=86.17' 1\L1111111111 It/7/rirrr'/i 410 r' ASTKTAE Fd = c) 4 S •tom \Vi '�ilgC AN LI�1\1\\lY�\ 1P/P'Ra //(///////f EXIST EDGE /A///// / Of PAVEMENT LOT 1 �Ip ±8.126 ACRES �m PLATTED o=26. 18' 37" 9C T=75.96' zoralNG BouNDARv R=325.00' 699.19' O 571.54' - 10, ---1P� 0 10' UTLL i o 1180.73' - - - - ,L DRAIN, E MT -LOT I O LOT LOT LOT LOT w LOT LOT LOT LOT LOT 187 I I 188 189 190 I I 191 -i Q 192 I I 193 194 I 195 196 O It `C y 0W i Z O b C3 -I z O«{y0 Y < U O Z i < N x 4bw 32J Z< I ('J< Q UJ q`J W� Oy <J < W_ WN QQ JD �> am z 0xx �x J> <a 6150 R�-N zaLL� x3 .< (DZ a <U <z mV xW IL Ox W;= 2W >l < G4) ¢ LLi WLL OJ O W J W W b It Ot`l1.EQ r bj W 3 r 1- 'ea >3 W �W QU� <� dw =Ww Nb d =u1 x LL N a i 3 t] b j 2 EXISTING SANITARY � z 2 N b W3 0< SEWER LINE =b SANDPIPER ADDITION - PHASE II PLAT BOOK A, PAGE 989 S 25'59'43" E 86,14' CHORD LOT 7 KOGER EXECUTIVE CENTER PLAT BOOK B. PAGE 85E �--EXST PH ( L=149,24' \ S 79'13'47" W As ` S 17.28'21" E 147.93' CHORD �,/i 28 74' IPF ' i/2'Ra 1/1 RB ` 3 1 �'Ra &=95' 42' 01" N 6, N 87-39'51" W T=27.62' "o M N 35.94' R=25.00' L=41.76' o N 66'30'33" W CD 37,07' CHORD IPF /2'RB oo DRAM. E MT- LOT LOT LOT LOT 197 198 I I 199 200 I I 12-9 7 WN V r LL Y z < I - Za zo P'j.EL_IMIIJAPZY rL4r OLL NW QMM iL o; o WM b� <ID <s Oa /I/,1 )VV ✓`" J t �I < zoo 100 0 100 200 SCALE G:\97-164\P1anning\97164pp2.dwy DEVELOPMENT CONSULTANTS INCORPORATED 2200 NO. RODNEY PARHAM RD. SUITE 220 LITTLE ROCK. ARKANSAS 72212 ENGINEERING PLANNING LAND SURVEYING LANDSCAPE ARCHITECTURE Q COPYRIGHT W SCALE 100' QDRAWN BY Li BRWBRMB CHECKED BY O APPROVED BY DAT --E - --- 011-12-97 Z MORRIS U/ 0 Z O Z> Q W � J q1t �M 3 °' I Z Z W0Q O � L) U 0 Uj a-Q ZY r J J am > N Z O W x�0 a Uj F- OZY 0 W N Q aU.a. O F... W `) = /� (// " Q Wt Z Y Z LLy J3oc O WLLZ O a ayW Y >. W f' a Y a OC O 0 0 Z0 ��` i=� W �LU JQoc a LIJ W�Zz W 35 wl , 97-164 P-1