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Home My WebLink AboutS-0185-CC Map 100 CD I L� / Ln i Q a� <ll N i C0 ur O J C 0 c 0 6 n V) 0 z c � Q J N U W 0y)a i Lh 00 00 > 0 %/ w 00 cr)n- 0,1 O � S� 0 n +? o to Ln >1 a _ CO EL 77 Lim (Do N�� Ow Ln > o ° o > Q Oo[L mN7; /o o u J J / u 75 ��.. cn 3X 3:y-X FOUND COTTON SPINDLE NW CORNER OF NW 1/4, NE 1/4 SECTION 20 T-I-N, R-11-W N01'16'34"E 106.14' FOUND 1/2" REBAR GENERAL NOTES 170.08' POINT OF COMMENCEMENT FOUND R.R. SPIKE NE CORNER OF NE 1/4 SECTION 20 T-1-N, R-11-W N = 136195.2394 E - 125138A 0407 N = 136252.6930 POINT OF BEGINNING E = 12487.45.6230 N = 136178.22 5 W - E = 1249408.60 — — — FOUND ,�2' REBAR_ — SLOANE DRIVE 120' R/W 5986 ---- -- _ N = 136181.9241 .- - - - E = 1249238.5617 . , „ .- --- -- - --- - SET 1/2' REBAR N88 45 08 W 2069,81 — — -- _-- -- --- - - -- - - - , -----4-L-------- -1/2 REBAR N = 136154.0491 I _ _ 559.3D' -_-____ _ ___- ____ - - - ---- 559.31' ------ _ _ E = 1249192.62?e ' I I ------ ---------------- -- 851.21' r --------- - }- I---- _ ____15'SlTILILyg_EMENL_ 75'I BUILDING+ SETBACK _____ 10' UTNTY EASEMENT- -T- - - - 1/Y REBAR I It N = 136153.8604 I I E = 1250526.9505 ) I U) i I J RADIUS=50.00' i 3 ilr7 LENGTH=56,723'I NW 1/4 OF NE 1/4 I� / CHOR0=53.7296 SECTION 20, w T-1-N, R-11-W j z o � I � I 0�%4�TRACT F-1I 16 l to I h O� �/`Dom' ARE110 A ��' 4.450 Acres o IN AREA 1021 NE 1/4 OF NE 1/4 J o w TRACT E-2 co / 30' BUILDING SETBACK I m ( AREA 1G2 N N N 1 z N SECTION 20, �Iw kz, ._ _?____ TRACT B-5 z z �� 6�' �-rN N I� T-1-N, R-11-W I_ N I � SET 1/2" RE_BAR 4] 4 -- I I a �I O I \� r / , ____�.64 ____ SET 1/Y REBAR N 30 561 DING SET_AErc t r� I z 0 O /Ai/5'EaSP,/YJt9� i y l "� o f 01 w l w 1/2" REBAR LLJ O I x I� .� I� SCALE; 1" = d 135483.4140 200' TRACT F-2 I to N z /� 1248861.9322 AREA 1 02 ; I Z f Z I I zoo' ,00' 0 200' U) I I 1% CI 9.597 Acres U) i I / 30' SEWER LINE / 2 / RADIUS=1065' EASEMENT I I" I ' LENGTH=464.17' 10 01 I F I it CHORD=460.505' i N -------------------------- --- -- ----1----1------- I I ------------ --1------------------- Fy___________________________ (_L_50' RAILROAD EASEMENT ________- ----------1-100. A.P.&L. ELECTRICAL EASEME T I SET 1/2" REBAR I I ---: ----------------- _35036.1291_____ I __ ___________________________ _____ ___ ________- 1 E = 1248752.3H28--------'I-t--______� t--- _ _______________ i_T__I _______ ______ __ �___30' AIR RIGHTS TO ENTERGY I ------ ------ ------- I I 100' DRAINAG EASEMENT _______________ , ET I1/2" REBAR N88•46'34"W � -_ I---_-- -� . --------------- -------'�--�-�-- - — _ _ 537.55' - - - 1/2",REBAR 537.56' 1/2" REBAR N - 134930.0156 68g,16 �FWND 1/2' REBAR E = 1248750.0190 ------ --- S8H'46'22"E - N = 134892.9296 8" REBAR N - 134915.9582 E - 1250482.8984 FOUND 5 / E = 1249408.0343 FOUND 1/2" REBAR SW CORNER OF NW 1/4, NE 1/4 SW CORNER OF SECTION 20 T-1-N, R-11-W N 1/W N = 134930.7630 T-1 R N, SECTION 21 4 11-W E = 1248715,0270 N = 134874.7014 E = 1251333.6963 1. NO ENCROACHMENTS ONTO OR OFF OF THE PROPERTY EXISTED AT THE TIME OF THIS SURVEY. 2, OWNER OF RECORD AT TIME OF SURVEY: City of Little Rock, Arkansas 3. UNLESS SPECIFICALLY STATED OR SHOWN, SURVEY DOES NOT LOCATE OR DELINEATE: ZONING REGULATIONS, RESTRICTIONS, OR OTHER ITEMS WHICH MAY AFFECT DEVELOPMENT, THOUGH THEY MAY EXIST. NO STATE- MENT IS MADE CONCERNING SUBSURFACE CONDITIONS, OR THE EXISTENCE OF UNDERGROUND CONTAINERS OR FACILITIES WHICH MAY AFFECT THE USE OR DEVELOPMENT OF THE TRACT. 4. COORDINATES SHOWN ARE BASED ON THE ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83, AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. 5. BASIS OF BEARINGS IS FROM NAD 83 AS DETERMINED FROM PAGIS MONUMENTS 1001 AND 2001. 6. THE FLOOD INSURANCE RATE MAP PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, COMMUNITY PANEL NUMBER 0501810129 F AND DATED OCTOBER 19, 2001, SHOWS THAT NO PART OF THIS SITE LIES BELOW THE 500 YEAR FLOOD, AND THAT THE SITE HAS A ZONE X CLASSIFICATION, 7. RATIO OF CLOSURE: RADIAL SURVEY USING RTK GPS. DOUBLE MEASURED ALL POINTS WITHIN 0.1'. 8. NO BUILDINGS WERE CONSTRUCTED ON THE PROPERTY AT THE TIME OF THIS SURVEY. 9, FOR USE AND BENEFIT OF: LITTLE ROCK PORT AUTHORITY, CITY OF LITTLE ROCK AND UNITED HOIST AND CRANE, INC LEGEND 0 FOUND PROPERTY MONUMENT O SET 1/2" REBAR AT PROPERTY CORNERS ---- PROPERTY LINE (SUBJECT PROPERTY) - - PROPERTY LINE (ADJACENT PROPERTY) ----------- EASEMENT LINES BUILDING SET -BACK LINES SECTION LINES - - SECTION QUARTER LINES LAND DESCRIPTION .� 3A Ht," tAkl / 1 t t 1Y t .- 4RV1 � . cieeyE•sc��-vat-w ..^: rx / '!I e Ir iK I 'Lily .t. PARK AtVO.. { I r` PLAT LOCATION z 965 Sweet x Home 5 REGISTERED PROFESSIONAL ENGINEER w** L' Not�.1 1262� VICINITY MAP d GARVER NGINEEF LLC No. 76E bit - Nn J -G-Zv CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. MARK STODOLA, MAYOR DATE OF EXECUTION CITY OF LITTLE ROCK, ARKANSAS CENTRALARKANSAS SOURCE OF TITLE: SEE FINAL PLAT, BOOK 27 PAGE 86 WATER PLANS APPROVED EASEMENTAPPRO _ CERTIFICATE OF ENGINEERING ACCURACY E14SEMENT E IRED I, WALTER SPAUL, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A DATE By PLAN MADE BY ME, AND THAT THE ENGINEERING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. A port of the North holf of the NE 1/4 of Section 20, T-1-N, R-11-W, Pulaski County, Arkansas, being more particularly described as follows; Commencing at the NE Corner of the NE 1/4 of said Section 20, thence run S01'59'59"W, 59.86 feet to a point on the south Right -of -Way line for Sloane Drive; thence N88'45'08"W, along said Right -of -Way line 2069.81 feet to the Point of Beginning; Said point also being a point on the East line of a 50 foot wide Texas Eastern Transmission Corporation Gas Line Easement; Thence S00'01'33"W 1262.26 feet along the East line of the Texas Eastern Transmission Corporation Gas Line Easement to the South line of the North half of the NE 1/4 of Section 20; Thence N88'46'34"W 658.16 feet along South line to the East Right -of -Way of Zeuber Road; Thence along said Right -of -Way N01'16'34"E 106.14 feet to the beginning of a Curve to the right with a Radius of 1065 feet, a Length of 464.17 feet, and a Chord of 460.505 feet; Thence N26.14'54"E 747.74 feet to the beginning of a Curve to the right with a Radius of 50 feet, a Length of 56.723 feet, and a Chord of 53.729 feet with the end of said Curve being a point of the South Right —of —Way line of Sloane Drive; Thence along said Right —of —Way line S88'45'08"E 170.08 feet to the Point of Beginning containing 14.047 acres (611,881 SF), more or less. DATE OF EXECUTION REGISTERED PROFESSIONAL ENGINEER NO. 11262 CERTIFICATE OF SURVEYING ACCURACY I, LANNY R. BEAVERS, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED BY ME, ALL MONUMENTS REQUIRED ACTUALLY EXIST AND ARE CORRECTLY SHOWN HEREON AND THAT ALL SURVEYING REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH. DATE OF EXECUTION REGISTERED LAND SURVEYOR NO. 1392 LANNY R. BEAVERS CERTIFICATE OF FINAL APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE OF EXECUTION LITTLE ROCK PLANN'NG COMMISSION CERTIFICATE OF RECORDING THIS DOCUMENT NUMBER FILED FOR RECORD IN PLAT BOOK PAGE FOR BILL OF ASSURANCE SEE DOCUMENT NO. CIRCUIT CLERK CD cc W Zz ti Z� U W d z W r& J iE —I L a5 c0 �L N 70 _C O IL 1Z U 0 Cc J N O r- Q I N LL I C a3 r I LL 0 U CCU 04 O N N Q i 6 O C Q co Y °1 U O 101 J i Tracts F-1 and F-2 a Replat of a Portion of Area 102 Little Rock Port Industrial Park JOB NO.: 0805-9230 DATE: August 2008 DESIGNED BY: LRB DRAWN BY: DDH SHEET NUMBER 1