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Home My WebLink AboutS-1643 Map 1FOUND RAILROAD SPIKE S.W. CORNER W. Yt, S.W. Y4, SEC. 9, T-1-S, R-13-W VIMY RIDGE ROAD (40' R/W) HATCH AREA IS DEICATED RIGHT OF N _ WAY TO THE CITY I ---------- --__ OF LITTLE ROCK f CURVE DATA PROPOSED DRIVE RADIUS= 75.00' 55.00' CHORD BEARING = N 43'41'13" W 1 CHORD LENGHT = 107.29' W R N�0 Vto ) O O U' W f FOUND --/ RAILROAD SPIKE NO2'19'38"E 40,02' N01'58'33"E 1620.50' 950.45' — — 50 SETBACK - — - - — - - 0,6 I e \ Z DO nr� 1 Y a'- .to ban I l (t ++ •{6 �'�N� N01'53'51" E N83.06'08"E r 95.80' ---- _ 7.33' \ iz N01'58'33"E _ I / _ \ J10.00' 13 vau i w000t.-s Sao Ns NOJ_50 3(1"E ZO to - i 664.43 _ _— _-_- — — ____,bUj g9 � CII-156 ° 00 V)) \ / I U �YgO'iryd / I DID / ` Y!� I PROPOSED DRIVE /I \ I / \ I I I / S02'19'23"W 66456-' — — — 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 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 COMMUNITY 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 AV, ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THE RECORD DESCRIPTIONS FOR THE PROPERTY. 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, PENNSYLVANIA 15272 THIS SURVEY IS FOR THE USE AND BENEFIT OF PPG INDUSTRIES, INC.. 4 PROPOSED LOTS AVERAGE LOT SIZE 8.80 ACRES MINIMUM LOT SIZE 4.40 ACRES PROPOSED WATER CENTRAL ARKANSAS WATER PROPOSED SEWER LITTLE ROCK WASTE WATER SOURCE OF TITLE: PROVIDE BY OWNER (PPG) DEED BOOK:2006 PAGE:087036 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, Kirt Sledge, 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 requiremeTts of the Little Rock Subdivision Rules and Regulations have been complied with. Date of execution Kirt L. Sledge Registered Professional Land Surveyor No. 1665, Arkansas CERTIFICATE OF PRELIMINARY PLAT 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 CERTIFICATE OF RECORDING This document, number _ in plat book . page Circuit Clerk CERTIFICATE OF OWNER Signed, Little Rock Planning Commission filed for record 20J 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, plot and subdivide said real estate in accordance with this plat. (Signed,) Date of Execution Mike D'Ambro Manage, Operations Planning & Distribution PPG Industries, INC. N01'53'51 "E \ N00.36'45"W N10g4 8T PROPOSED DRIVE i �10RIGHAOAD TWA / O JI J / fl tig FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) O SET 1/2• X 24• REBAR (VNU35 OTHERNISE NOTED) RVEY DESCRIPTION LEGEND PROPERTY UNE — — — — SETBACK LINE A TRACT OF LAND BEING LOCATED IN THE WEST 1z OF THE SOUTHWEST Y4, SECTION 9, TOWNSHIP 1 SOUTH, RANGE 13 WEST BEING MORE PARTICULA♦iLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID WEST Y2, SOUTHWEST Y4 THENCE S 89'22'40" E ALONG THE SOUTH LINE OF SAID WEST Y2 SOUTHWEST 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 AMY 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. °1109&ION MCE �i TL D uAl EU_�� _.• MCCLELLAND 5�1 �,gt CONSULTING S� NN 1' RDA, I E: ENGINEERS, INC 900 Wes( Markham Little Rock, Arkansas 72201 PH# 501.371.0272 _ Fax # 501.371.9932 1810 N. College Fayetteville, Arkansas 72702 PH# 479.443.2377 / Fax # 479.443.9241 a \\\��\\�CATE lll��i�i G� : • McCLELLAND •: Z CONSULTING — / ENGINEERS yam: No. 24 2 ........•. VICINITY MAP SCALE 1 "=2000't GRAPHIC SCALE iW 0 50 10a 200 ( IN FEET ) 1 inch = 100 ft. STATE SURVE=CODE500-01S-13W-0- 0 SURVEY MANAGER KIRT SLEDGE DRAWN BY KIRT SLEDGE DATE 11-19-09 SCALE JOB NUMBER 1" = 100' LR09-5772 I W:\2009\09-5772 Vimy Ridge Road Subdivision\Survey\5772-S1.dwg 11/19/09 at 1:1 1 pm X—XXXX—XXX.DWG