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Home My WebLink AboutS-1643-A Map 3HATCH AREA IS — DICATED RIGHT OF WAY TO THE CITY OF LITTLE ROCK N W N • M-0 s FOUND RAILROAD SPIKE NO2'19'24 40.02' P.O.C. FOUND RAILROAD SPIKE S.W. CORNER W. Y2, S.W. Y4, SEC. 9, T-1-S. R-13-W / CURVE DATA I RADIUS= 75,00' CHORD BEARING = S 43'46'05" E CHORD LENGTH = 107.19' 00 N� I 00 N z I I I I N01.58'33"E 10.00' VIMY RIDGE ROAD (80' R/W) N01'53.51"E N83-06-08"E 95.80' _ 7.33' N01'50'30"E 1620.50 791 71 •TODo\�--- — — — — — - -------------- (50' SETBACK) - �,.�-------- 'w• N I Y 00 00 Z \�} � \ I to 41-p CID w \ L_jao re 1 I. \ ` CD LU k soq�o soo A- \ \ 4p e I 1 33.42' - _._ . - - _..., a oO v - N 00'34'59" E � } A� I ROXrunTE %00 TSOIL Rµ Nn 54.92' F — \ I � ntioNE NE sand N 88'16'0T W ( 1pc 32.72' — I _ NO2'00'54_E 740.78' 665.10' 75.68' I I ¢ N RoV m 00 9A r�N4' �8A'A //Oa Ln 00 I Z g6 ( GAS EASEMENT INST. 82-12035 _ _SEWER EASEMENT INST. 8 -224_199 -665,1tj — — — — h 15k6 S02'19'22 W 6719 0.' — — - — _�� w156 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 GAS 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 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 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 PENNSYLVANIA 15272 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 CERTIFICATE OF FINAL SURVEYING ACCURACY I, Kirt Sledge, hereby certify that this plot correctly represents a boundary survey made or verified by all monuments required actually exist and ore correctly shown hereon and that all surveying requiremf the Little Rock Subdivision Rules and Regulations have beeft complied with. Date of execution Klrt L. ledge Registered Professional Land Surveyor No. 1665. Arkansas CERTIFICATE OF FINAL ENGINEERING ACCURACY I, Don Beranek, hereby certify that this plat correctly represents a plan made by me, and that the engineering requirements of the Little Rock Subdivision Rules and Regula'Jons have been complied W I'0 1 f 10 �- ?1 '\ � I Date of xec tion :Zan Beronek Registered Engineer jaa No. 12713, Arkansas i OVE&Sj0 `,*z 0000eon oo� 'J �i 0 ooPOSTATF, OF °oat i ARKANSAS $ ,n oz °o o>, SIGNA (PUs 6/`7 A y'ya, °b sik F s c_'V a� AtlCA'NSAS It EG I S'E E MM PROFE SW NAE Pi"GOEW iy • * • CERTIFICATE OF FINAL PLAT APPROVAL �� [V0. 141 Id i;k- Pursuant to the Little Rock Subdivision Rules and Regulations, and all of the conditions of approval h< been completed, this document is hereby accepted. This certificate is hereby executed under the ou of said rules and regulations. i I I .l"I I t, Dote of Execution CERTIFICATE OF OWNER •" Iuuuun We, the undersigned, owners of the real estate shown and described herein, do hereby certify that we hove laid off, platted and subdivided, and do hereby lay off, plot and subdivide sZieol estate in accordance with this plat. AL Date of Execution Printed Name: r e e. //C((IF Title: /% PPG Industries, INC. Sic] ed, Little Roc Planning Comn3%B!95246 Received: 611512010 1:42:30 PNI Recorded:0611512010 01:48:37 PM Filed 8 Recorded in Official Records of PAT O'BRIEN PULASKI COUNTY CIRCUIT/COUNTY CLERK Fees $15.00 i N01'53'51"E NOi'50'30"E — N00'36'45"W 19a 87' ;' S26.36 SEWER EASEMENT INST._81-05367 �< / SETBACK)— } PROPOSED DRIVE SEWER EASEMENT } INST. 81-22489 too' RAILROAD FtIGHTWAY dill m / - ,` S t : j 0t ti Jli j, FOUND SURVEY BOUNDARY MARKER (TYPE AS NOTED) O SET 1/2• X 24" REBAR (UNLESS OTHERWISE NOTED) RVEY DESCRIPTION LEGEND PROPERTY LINE — — — SETBACK LINE A TRACT OF LAND BEING LOCATED IN THE WEST Yt OF THE SOUTHWEST Y4, SECTION 9, TOWNSHIP 1 ,SOUTH, RANGE 13 WEST BEING MORE PARTICULARLY 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 8922'40" 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 Y OF THE SOUTHWEST Y4; THENCE S 25'51'40" E 2189.40'; THENCE 6 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 MMY 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. VICINITY MAP SCALE 1"=2000'f i MAGNETIC GRAPHIC SCALE Io0 0 200 4nc -=T ) I inch = :00 ft. MCE McCLELLAND CONSULTING ENGINEERS, INC 900 West Markharn Little Rock, Arkansas 72201 PH# 501.371.0272 Fax # 501.371.9932 181ON. College Fayetteville, Arkansas 72702 PH# 479.443.2377 Fax # 479.443.9241 McCLELLAND :Z CONSULTING ENGINEERS No. 24 : Q F'•. .� C4r�: C 'SURVEY MANAGER KIRT SLEDGE N. a DRAWN BY i LAB KIRT SLEDGE .,. Iipe, DATE By. 6-9-2010 l( G 'SCALE JOB NUMBER 1" I LR09-5772 STATE SURVEYOR'S CODE I 500-01S-13W-0- 9-300-60-1665 �[ ALTA\5772-SIFINAL3 1 1 0041BU.DWG 6/9110at