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HomeMy WebLinkAboutZ-6238-B - Survey 071822LEGEND 101 ry 0 0 LEGAL DESCRIPTION: (AS PROVIDED IN INSTRUMENT# 2022030338) LEGAL DESCRIPTION: (AS MEASURED) ■■■.N■ HALFFy O FIX1N0 MONUMENT AS NOTED A PART OF THEN 1/2 OF THESE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF A PART OF THEN 1/2 0: THE SE 1/4 OF THE NW 1/4 OF THE NW 1/4 OF SECTION "�-�.'xn" y SECTION 9, TOWNSHIP 1 NORTH, RANGE 13 WEST, NOW IN THE CITY OF 9, TOWNSHIP 1 NORTH. RANGE 13 WEST, NOW IN THE CITY OF LITTLE ROCK, 5318d 1,11` KBNNEOYBWO • SET IQ -REBAR W/CAP (PS #1870) LITTLE ROCK, PULASKI COUNTY, ARKANSAS, ALSO BEING THE JIM AND PULASKI COUNTY, ARKANSAS, BEING MORE PARTICULARLY DESCRIBED AS " E" NORTHiTTEa CK.ARM18 KAYE WOOD TRACT RECORDED AS DOCUMENT 96-32975 IN THE RECORDS FOLLOWS: s_ .' TELISBI)881snB CALCULATED POINT OF PULASKI COUNTY, ARKANSAS, WITH ALL BEARINGS REFERENCED TO ;. TBPELS SURVEYING FIRM #1019 7 THE NORTH LINE OF THE SAID JIM AND KAYE WOOD TRACT AS RECORDED COMMENCING AT THE NORTHEAST CORNER OF THE N 1/2 OF THE SE 1/4 OF IN SAID DOCUMENT 96-32975, DESCRIBED AS FOLLOWS: COMMENCING 25 THE NW 1/4 OF THE NW 1/4 OF SAID SECTION 9, THENCE N 89°15'20" W A SANITARY SEWER MANHOLE FEET WEST OF THE NORTHEAST CORNER OF THE SAID N 1/2 OF THE SE 1/4 DISTANCE OF 38.62' TOA SET 1/2" REBAR WITH CAP, (PS # 1870) ALSO BEING A SO OF THE NW 1/4 OF THE NW 1/4 OF SAID SECTION 9, TO A FOUND 1/2 INCH POINT ON THE WEST RIGHT OF WAY OF S BOWMAN ROAD AND THE POINT OF TELEPHONE PHONE PEDESTAL IRON PIN, SAID 1/2 INCH IRON PIN BEING THE POINT OF BEGINNING; THENCE BEGINNING; THENCE ALONG THE WEST RIGHT OF WAY OF BOWMAN ROAD, S - xlxxx1Nx111"uBerRr"rpi" ° A w9% � " U TyQ 0 FROM THE POINT OF BEGINNING THE FOLLOWING 6 COURSES: (1) ALONG 02 °26'33" W A DISTANCE OF 104.95' TO A SET 1/2" REBAR WITH CAP (PS # 1870); -sQ� a44 POWER POLE THE WEST RIGHT OF WAY OF BOWMAN ROAD, SOUTH 02 DEGREES 34 THENCE LEAVING SAIDRIGHT OF WAY N 87°53'21" W A DISTANCE OF 181.20' TO 4v \� MINUTES OS SECONDS WEST, 104.98 FEET, TO A FOUND 3/4 INCH IRON PIPE, A 3/8" IRON PIPE, THENCE S 02°21'56" W A DISTANCE OF 59.41' TO A 1" IRON .ol">Rt'>JEC7 ra• '^ .. `v- ;� HALFF TM STORM DRAIN MANHOLE SAID IRON PIPE BEING THE SOUTHEAST CORNER OF THE FRONT OF THE HEREIN DESCRIBED TRACT; (2) THENCE NORTH 87 DEGREES 41 MINUTES 57 '" PIPE; THENCE N 87°38'(1" W A DISTANCE OF 448.74' TO A FOUND 1/2" IRON PIPE; -+" � AREA ASSOCIATES _" `- sTMH SECONDS WEST, 195.14 FEET, TO A FOUND 1/2 INCH IRON PIPE; (3) THENCE THENCE N 01°14'19" E A. DISTANCE OF 164.3T TO A FOUND 5/8" IRON PIPE; °<..,�..,.� = W INC. 2 --r��-- NATURAL GAS PIPELINE SIGN SOUTH 02 DEGREES 06 MINUTES 19 SECONDS WEST, 59.80 FEET TO A THENCE S 87°42'32" E A DISTANCE OF 633.31' TO THE POINT OF BEGINNING U GFTLS O BOLLARD FOUND 1/2 INCH IRON PIPE; (4) THENCE NORTH 87 DEGREES 36 MINUTES 18 SECONDS WEST, 443.57 FEET TO A FOUND 112 INCH IRON PIPE, BEING THE CONTAINING 2.14 ACRES MORE OR LESS. .,avwc -#1470 a ROL SOUTHWEST CORNER OF THIS TRACT; (6) THENCE NORTH 01 DEGREE 11 MINUTES 31 SECONDS EAST, 164.66 FEET, ALONG THE EAST LINE OF THE r. , D WOOD FENCE CHERRY CREEK SUBDIVISION, AS RECORDED IN PLAT BOOK D, PAGE 306, REFERENCE DOCLMENTS: SAME ALSO BEING THE WEST LINE OF THE SAID N 1/2 OF THE SE 1/4 OF THE 1. INSTRUMENT 2022030338, WARRANTY DEED FOR SUBJECT PROPERTY FILED '�, !-)CAT, 1CP MAP -X BOX WIRE FENCE NW 1/4 OF THE NW 114 OF SAID SECTION 9, TO A 112 INCH IRON PIN, SAID 1/2 WITH THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE ON 05102/2022, N s TO SCALE INCH IRON PIN BEING THE NORTHWEST CORNER FOR THIS TRACT; 6 O 2. SURVEY OF SUBJECT PROPERTY, PERFORMED BY WHITE DATERS &- -OHE— OVERHEAD ELECTRIC LINE THENCE SOUTH 87 DEGREES 38 MINUTES 51 SECONDS EAST, PASSING AT ASSOCIATES, INC. ON MAY 3, 2001. 149.92 FEET A FOUND 318 INCH REBAR, AND ALSO PASSING AT 371.10 FEET 3, INSTRUMENT 2021016206, RIGHT OF WAY DEDICATION FILED WITH THE N `1111LI �L� RESTRICTION LINE TO A FOUND IRON PIN, IN ALL A TOTAL DISTANCE OF 647.18 FEET TO THE PULASKI COUNTY CIRCUIT CLERK'S OFFICE. GRAPHIC SCALE —X'BRL— BUILDING POINT OF BEGINNING. %%% �OgESSION' O� 1i 0 20 40 80 ••••••• . STORM SEWER LINE LESS AND EXCEPT: NOTES: 1A.Q • STATE OF'AA. PART OF 1. THIS SURVEY IS FOR THE PURPOSE OF TITLE AND MORTGAGE WORK. —(D) WW — SANITARY SEWER LINE THE NW 114 OF THE NW 1/4 OF SECTION 9, TOWNSHIP 1 NORTH, RANGE 13 WEST, CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, 2. THIS SURVEY DID NOT BENEFIT FROM A TITLE SEARCH THEREFOR BASIS OF BEARING DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF THE N 1/2 OF EASEMENTS MAY EXIST ON THE PROPERTY. W • : tv L 3r —GAS— NATURAL GAS LINE THE SE 1/4 OF THE NW 1/4 OF THE NW1/4 OF SAID SECTION 9, THENCE S 3. ALL UTILITIES HEREON ARE LOCATED BY ABOVE GROUND FACILITIES NAD83 AR NORTH ZONE (0301) �U✓"•� 01 °58'05" W. 103.83 FEET TO A POINT; THENCE N 87°29'39" W, 13.62 FEET TO LAND/OR DEEDED RECORD, BEFORE EXCAVATING, THE APPROPRIATE CONVERGENCE ANGLE:-00°14'13.8" K, p•'���� Em ASPHALT PITHENCEPOINT; UTILITY COMPANIES DBE CONTACTED OR EXACT LOCATION. A 872947'E387FEETTOTHE PONT OF BEGINNINGASCONTA NED IN SURVEYLIMITED TO ONE FROM THE DATE ON THE SEAL.IT IS ONLY N4463,V LONGITUDE: 4'27.3 ® RIGHT OF WAY TAKING WARRANTY DEED IN FAVOR OF THE CITY OF LITTLE ROCK, ARKANSAS, TO BE USED FOR THE BENEFIT OF THE CLIENT AND/OR CLIENTS DESCRIBED PULASKI COUNTY, ARKANSAS (REF DOC#3) RECORDED AS INSTRUMENT NO. 2021016206, IN THE RECORDS OF PULASKI HEREON, IF SEAL AND SIGNATURE IS NOT IN THE ORIGINAL IMPRINTED BLUE COMBINED SCALE FACTOR: 1.0000247229 COUNTY, ARKANSAS. AND/OR RED INK THE SURVEY IS A COPY AND MAY HAVE BEEN GEOID 18 (CONUS) NAVD 88 FRAUDULENTLY ALTERED. ALL INFORMATION SHOULD BE DISREGARDED UNLESS VERIFIED BY THE PROFESSIONAL LAND SURVEYOR WHOSE NAME APPEARS ON THE SEAL. FLOOD STATEMENT: ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP (FIRM) SURVEYOR'S CERTIFICATION: COMMUNITY PANEL NO.: 05119CO431G THE SUBJECT PLAT AND SURVEY WHICH WAS PERFORMED BY ME OR UNDER DATED JULY 6, 2015, THE ABOVE Him MY DIRECT SUPERVISION HAS BEEN EXECUTED IN ACCORDANCE WITH THE DESCRIBED PROPERTY IS LOCATED IN CURRENT MINIMUM STANDARDS AS SET FORTH FOR PROPERTY BOUNDARY ZONE X AND DOES NOT LIE WITHIN SURVEYS AND PLATS AS PUBLISHED BY THE ARKANSAS GEOLOGICAL THE 100 YEAR FLOOD PLAIN. COMMISSION, LAND SURVEY DIVISION, FND V IRON PIPE OWNER DOUGHERTY DAVIDIDE£NA PARCEL#: 44L0780801700 TONE: R-2 OWNER: CHIDDIX IRA &MARIVIC PARCEL#: 44L0780801600 ZONE: R-2 OWNERCONINE BRIAN PARCEL 9: 44L07S0801600 ZONE' R-2. FND V IRON PIPE UJ w �A Z Z RIM: 430.60' O'MrR: JWA I LTD PARTNERSHIP SSMH FLOW IN: 423.48' PARCELS: "1-0700900100 OWNER: HOUNDS PROPERTIES NcST! R LLC O FLOW OUT. 423.38' ZONE' CA ANGEL #: 44L0780000700 ZONE: C-1 RIM: 430.04 CENTERLINE INV142Z59' RIM: 438.31' S 87°38'51" E 647.18' (D) CENTERLINE INV. 428.78' CENTERLINE RIM 434ST27.53' TMH S 87°42'32" E 633.31' (M) sTMH FND 1" IRON PIPE LS „ 38.62' M '} 334.41' (M) — ...- — —... 1 OL POO NE CDR 1/4 �58RL — — ' .- — T MOB N 1/2 SE — — 15' BRL — — 75' SRL =a ��' � � � A � MEASURED NW 114 NW — 15 BRL rt—= is, BRL D m Moe 1/4 S 9, T 1 N, 1s-B� / DEED R 13W 43s WES(D)ao OWNER: TELCO FEDERAL CREDIT UNION _ _ _ PARCEL #: 44L0780001100 u \\ / q 1\\N/.l:asaln3a ; N '17 18"GONG m CULVERT ZONE: PLANNED COMMERCIAL DISTRICT (PCD) / / \" q / ` N 3s i (D)SS PROPOSED ZONE: C-3 `^ �4 Rv %/ q %�'� .3. I 2.14 AC. (93,231 SQ FT) t /, /` — - \ /. _f _ , \y �, „ o `TSSRL— i \ \ N 87°53'21" W 181.20' (M) E N 87°41'57" W"195.14' (D) i II IFEIRL — — 15, SRL — _ 168RL — — / \ \ 460- / % FND 5/8" IRON PIPE \ I FND 1" IRON PIPE E 15' BRL — t \ I I 7S SAL — `-1SBRL = — ���r�_ ` OWNER: HJSSK iNYESTMENTS LLC %__= _ ai I S 02°21'56" W . PARCELS: 44L0730001300 - 432 O.. 6` _ _59 41' (M) ZONE. C 1 _ '� ` N 87°36'18" W 448.74' (M)—..1z7- _ _ __ , S 02°O6'19" W_:Z .^z8— -. N 87°36'18" W 448.57' (D) FND 1" IRON PIPE UNKNOWN UTILITY LINE OWNER: OLSEN CHRIS'TOPHER H p PARCEL#: 4AL078000120C ZONE- C4 RIM: 428.54' FLOW IN: 42238' SSMH FLOW OUT.422.30' USE AND BENEFIT: HYDCO 208 N BEECH ST NORTH LITTLE ROCK, AR 72114 TELCO FEDERAL CREDIT UNION 820 LOUISIANA ST LITTLE ROCK, AR 72201 PROPERTY ADDRESS: 1400 S BOWMAN RD Project No.: 052434.001 Issued: 7/13/2022 Drawn By: AJF Checked By: AKD Sheet Title BOUNDARY AND TOPOGRAPHIC SURVEY