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Home My WebLink AboutS-1643-A Map 2P.O.C. FOUND RAILROAD SPIKE S.W. CORNER W. 12, S.W. Y4, SEC. 9, T-1-S, R-13-W HATCH AREA IS - DICATED RIGHT OF WAY TO THE CITY OF LITTLE ROCK VIMY RIDGE ROAD (80' R/W) N01-53'51"E N83'06'08"E % 95.80' 7.33' \ 1 = N01'50'30"E 1620.50'732.28 - -.z- 791.71' CURVE DATA --——-—---- (50' SETBACK) — — — R------------------ ADIUS= 75.00' CHORD BEARING = S 43-46'05" E 07 19' 1 I CHORD LENGTH — 1- , I I. 3 0 O r 00 n 0T N z Z I I N01'58'33"E 10.00' \`� I I y N i' W (N LLI 00 :a�AJ I 00 Z \ \ I �_A•I, V I 01 W \ N OLD LA to 0 DD ' w ct ,'�I Vl4AZO00 I 'YA/' .Lk - ` � l N 61'16'25" W \ 70.00 J yiN \ N 88'16'07" W Q�xiµATe %DoDY�aµ V10 µpv N 54.92.59" E pY 0, SD - I - - NO2'00'54"E 740 78' v � I N I t` N al N to 00 Z I IU I Q m A W 1, o 1 � FOUND ---i RAILROAD SPIKE 2'19'24T_ 40.02' jo 665.10' N N 7 03 � nyrD N I 00 I Z I I I II I 1-- — — — — GAS EASEMENT INST. 82-12035 SEWER EASEMENT INST_81-2TS9 b65.19` — — — — S0219'22"W 670.19' - - - P.O.B. SURVEYOR'S NOTES: HORIZONTAL COORDINATES, AND BEARINGS FOR THIS PROJECT ARE BASED ON THE PAGIS MONUMENT 2070A. FIELD WORK FOR THIS SURVEY WAS COMPLETED OCTOBER, 2009 PURPOSE OF RE -PLAT IS TO SHOW EXISTING SEWER AND GA5 EASEMENTS ACROSS PROPERTY. NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS. BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES, ANY CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. FLOOD INFORMATION: FLOOD INFORMATION WAS SCALED FROM FIRM MAP CDMMl,NiTY PANEL NUMBER 0501810093 F ZONING: 1-3 TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS. SUBDIVISION RESTRICTIONS, AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR ERROR OF CLOSURE IN URBAN SURVEYS OF 1 PART IN 10,000, THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT UPON IT. PROPERTY OWNER OF RECORD: PPG INDUSTRIES, INC. ONE PPG PLACE PITTSBURGH, PENNSYLVANI 1A 5272 THIS SURVEY IS FOR THE USE AND BENEFIT OF PPG INDUSTRIES, INC.. 50' FRONT SETBACK SOURCE OF TITLE: PROVIDE BY OWNER (PPG) DEED BOOK:2006 PAGE:087036 �� F7Ry b oARr / /j CERTIFICATE OF FINAL SURVEYING ACCURACY `�1%1,10FESSj�Ir�'I>> I, Kirt Sledge, hereby certify that this plat correctly represents a boundary survey made or verified by mO Q�o°°e"e° eY1, yy� all monuments required actually exist and are correctly shown hereon and that all surveying requirement of 00iTATF OF ° - the Little Rock Subdivision Rules and Regulations hove bee complied with. :io° ARKANSAS b0. li? it Date of execution Kirt L. Sledge +a j SIGNATIME 4Oo Registered Professional Land ,''o cf /O ` o _,t. O Surveyor No. 1665, Arkansas y ,31� q / / a { i �es�RetiC�e°o'e s CERTIFICATE OF FINAL ENGINEERING ACCURACY V". <�V � !!11►i1111\� 1, Dan Beranek, hereby certify that this plot correctly represents a plan mode by me, and that the `Jit engineering requirements of the Little Rock Subdivision Rules -aid Regulyons have been complied witYel Ar6b3AS ,AN Dote of Axec lion `Don Beronek n EG I S Ti%wNAL N 11) Registered Engineer P R QF E' No. 12713, Arkansas �=„n i CERTIFICATE OF FINAL PLAT APPROVAL �1 j *�12713 -� Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval hav01, M* G` been completed, this document is hereby accepted. This certificate is hereby executed under the euthoritJ'%+i � of said rules and regulations. CII,IIL. Date of Execution Si�, Little Rock Planning Cl C) C '� Comrc W95246 Received: 6115I2010 1:42:30 PM ;'is Recorded: 06/1512010 01:48:37 PM Filed 8 Ems, i Recorded in Official Records of PAT O'BRIEh ,� PULASKI COUNTY CIRCUITlCOUNTY CLERK � 3pv Fees $15.00 "; CERTIFICATE OF OWNER nrll(lpla�° We, the undersigned, have laid off, plotted with this of Execution owners of the real estate shown and described herein, do hereby certify that and subdivided, and do hereby lay off, platfonsudi ide so' eol estate inaccordance plat.Date Printed Nome�e,4- we Title: PPG Industries, INC. NOt'53'51 "E 43.46' NOi'50'30"E 526 315 45"W 194.87 SEWER EASEMENT / 67' _ INST. 81-05367 �C - j (5(' SETBACK) - /7' PROPOSED DRIVE SEWER EASEMENT INST. 8t-22489 / I / �100' RAILROAD ;' RIGHTWAY a1 ' NI all / I / / Cc),y iiii�rrr---- 4 e ,r, 1 � ) !r r/ LEGEND . FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) O SET 1/2- X 24- REBAR (UNLESS OTHERMSE NOTE[) RVEY DESCRIPTI PROPERTY LINE SETBACK LINE A TRACT OF LAND BEING LOCATED IN THE WEST Y2 OF THE SOUTHWEST Y, SECTION 9, TOWNSHIP 1 POUTH, RANGE 13 WEST BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMIC NC": AT THE SOUTHWEST CORNER OF SAID WEST Y, SOUTHWEST Y, THENCE S 89'22'40" E ALONG THE SOUTH LINE OF SAID WEST :•? S_-H'WEST Y4 1012.18% THENCE N 02-19'24" E 40.02' TO A POINT ON THE NORTH RIGHT OF WAY OF ALEXANDER ROAD SAID POINT IS THE POINT OF BEGINNING; THENCE N 89'22'40" W ALONG SAID NORTH RIGHT OF WAY 972.41' TO A POINT ON THE EAST RIGHT OF WAY OF VIMY RIDGE ROAD; THENCE ALONG SAID EAST RIGHT OF WAY THE FOLLOWING 5 COURSES N 01'50'30" E 1620.50% N 83'06'08" E 7.33 ; N 01'53'51" E 139.26'; N 00'36'45" W 151.67'; N 10'16'10" W 194.87'; THENCE N 01'50'30" E LEAVING SAID EAST RIGHT OF WAY 526,36' TO THE NORTHWEST CORNER OF SAID WEST Y2 OF THE SOUTHWEST Y4; THENCE S 25'51'40" E 2189.40'; THENCE S 02'19'22" W 670.19'; TO THE POINT OF BEGINNING CONTAINING 36.63 ACRES MORE OR LESS. RIGHT OF WAY DEDICATION COMMENCING AT A FOUND RAIL ROAD SPIKE BEING THE S.W. CORNER OF THE W. 1/2, OF THE S.W. 1/4, SEC. 9, T-1-S, R-13-W : THENCE S89'22'40"E 1012.18': THENCE NO2'19'24"E 40.02' TO THE EAST EDGE OF THE EXISTING RIGHT OF WAY OF ALEXANDER ROAD, THE POINT OF BEGINNING; THENCE N89'22'40"W 972.41' ALONG SAID EAST EDGE OF THE EXISTING RIGHT OF WAY OF ALEXANDER ROAD TO THE SOUTH EDGE OF THE EXISTING RIGHT OF WAY OF VIMY RIDGE ROAD; THENCE N01'50'30"E 1614.90' ALONG THE SOUTH EDGE OF THE EXISTING RIGHT OF WAY VIMY RIDGE ROAD; THENCE LEAVING SAID SOUTH EDGE OF THE EXISTING RIGHT OF WAY OF VIMY RIDGE ROAD N82.36'16"E 5.07% THENCE S01'50'30"W 1523.99'; THENCE ALONG A CURVE TO THE LEFT 119.41' HAVING A RADIUS OF 75,00' AND HAVING A CHORD BEARING AND DISTANCE OF S43'46'05"E 107.19% THENCE S89'22'40"E 277.70'; THENCE S00'37'20"W 10.00'; THENCE S89'22'40"E 612.93% THENCE S02'21'09"W 5.00 ; TO THE POINT OF BEGINNING; CONTAINING 17725.89 SQUARE FEET MORE OR LESS. GRAPHIC SCALE 100 D so 100 200 ( IN FEET ) 1 inch = 100 ft. 400 STATE SURVEYOR'S CODE 500-01S-13W-0- 9-300-60-1665 MCE McCLELLAND CONSULTING ENGINEERS, INC 900 West Markham Little Rock, Arkansas 72201 PH# 501.37LO272 Fax # 501.371.9932 181ON. College Fayetteville, Arkansas 72702 PH# 479.443.2377 Fax # 479.443.9241 \CATE O� V ' McCLELLAND CONSULTING ENGINEERS y . No. 24 SURVEY MANAGER KIRT SLEDGE DRAWN BY KIRT SLEDGE DATE 6-9-2010 SCALE JOB NUMBER 1" = 100' LR09-5772 Y ■ P:\Kirt\PPGALTA\5772-SIFINAL.3-1-1-0041R1J.DWG 6/9/10at4:06pm