HomeMy WebLinkAboutZ-8063-A Map 1SURVEYOR'S NOTES: PROPERTY DESCRIPTION:
CT ARE BASED ON TIES BY
HORIZONTAL COORDINATES, BEARINGS, AND ELEVATIONS FOR THIS PROJE TRACT I:
TRAVERSE TO THE PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM (PAGIS) MONUMENTS NEARBY.
OFTHE NW 1/4, SECTION 17, TOWNSHIP
THE CONTOURS, ROAD EDGES, AND DRAINAGE DATA PROVIDED BY PULASKI AREA GEOGRAPHIC PART P 1 NORTH, RANGE 11 WEST, WHICH LIES NORTH OF
INFORMATION SYSTEM (PAGIS) NOT VERIFIED BY MCCLELLAND CONSULTING ENGINEERS, INC. INTERSTATE 440 ARKANSAS MORE AND EST O PARTICULARLY BED AAS D IN THE CIFOLLOWSTMY OF LITTLE ROCK IN PULASKI COUNTY,
RO
FIELD WORK FOR THIS SURVEY WAS COMPLETED OCTOBER 11,1999 THRU MAY 22, 2000.
GRAPHIC SCALE NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
COMMENCING AT THE NORTHWEST CORNER OF SAID NW 1/4 OF SECTION 17; THENCE RUN SOUTH
D ,DD zaD soo BURIED UTILITIES AND SUBSURFACE STRUCTURES WERE NEITHER RESEARCHED NOR LOCATED FOR THIS ALONG THE WEST LINE OF SAID NW 1/4, 1797.71 FEET; THENCE SOUTH 84 DEGREES 56 MINUTES
PROJECT AND ARE NOT SHOWN ON THIS DRAWING. McCLELLAND CONSULTING ENGINEERS MAKES NO 50 SECONDS EAST 14.76 FEET; THENCE NORTH 46 DEGREES 30 MINUTES 42 SECONDS EAST 89.85
STATEMENT AS TO THE LOCATION NOR EXISTENCE OF ANY SUBSURFACE FEATURES, ANY FEET; THENCE SOUTH 76 DEGEES 47 MINUTES 43 SECONDS EAST 186.8 FEET; THE;
NORTH 79
CONSTRUCTION AT THIS SITE SHOULD ONLY BE DONE AFTER CONTACTING ARKANSAS ONE CALL AT DEGREES 07 MINUTES 26 SECONDS EAST 22..03 FEET TO THE POINT OF BEGINNING; THENCE NORTH
( !N FEET) 1-800-482-8998 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 79 DEGREES 07 MINUTES 26 SECONDS EAST 211.16 FEET; THENCE NORTH 62 DEGREES 12 MINUTES
34 SECONDS EAST 334.9 FEET; THENCE, NORTH 73 DEGREES 35 MINUTES 41 SECONDS EAST' 205.36
1 inch = 100 ft. FLOOD INFORMATION: NO PART OF. THIS SITE IS WITHIN A 100 YEAR SPECIAL FLOOD HAZARD AREA FEET; THENCE NORTH 86 DEGREES 46 MINUTES 17 SECONDS EAST 390.52 FEET;. THENCE NORTH 69
AS SHOWN ON A FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP DEGREES 37 MINUTES 25 SECONDS EAST 224.02 FEET; THENCE NORTH 83 DEGREES 26 MINUTES 35
(FIRM) FOR THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS: SECONDS EAST 175.15 FEET; THENCE NORTH 61 DEGREES 13 MINUTES 39 SECONDS EAST 156.98
COMMUNITY PANEL NUMBER 050181 0013 E DATED NOVEMBER 3 1993. FEET TO THE WESTERLY RIGHT OF WAY LINE OF LINDSEY ROAD; THENCE SOUTH 50 DEGREES 46
ALL EASEMENTS KNOWN TO McCLELLAND CONSULTING ENGINEERS AT THE TIME OF THE SURVEY AR_' MINUTES 47 SECONDS EAST 94.14 FEET; THENCE SOUTH 09 DEGREES 20 MINUTES 49 SECONDS
115.90 FEET; THENCE SOUTH 24 DEGREES 30 MINUTES 52 SECONDS WEST 73.30 FEET; THENCE
SHOWN ON THE DRAWING, BUT NO STATEMENT IS MADE AS TO THE COMPLETENESS OF THE EASEMENTS SOUTH 85 DEGREES 41 MINUTES 29 SECONDS WEST 301.60 FEET; THENCE SOUTH 83 DEGREES 28
LEGEND SHOWN. TRACT IS SUBJECT TO EASEMENTS, RESTRICTIVE COVENANTS, SUBDIVISION RESTRICTIONS, MINUTES 11 SECONDS WEST 326.90 FEET; THENCE SOUTH 82 DEGREES 07 MINUTES 26 SECONDS
AND PLANNING AND ZONING REGULATIONS OF RECORD, IF ANY, AND IS SUBJECT TO SUCH FACTS AS WEST 523.10 FEET; THENCE SOUTH 80 DEGREES 27 MINUTES '15 SECONDS WEST 400.00 FEET;
AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. THENCE SOUTH 85 DEGREES 18 MINUTES 28 SECONDS WEST 135.89 FEET TO THE POINT OF
BEGINNING.
SOURCE OF TITLE: DEEDS AND PLATS RELATING TO THIS PROPERTY, USED IN THE DETERMINATION
OF BOUNDARY LINES SHOWN HEREON:
PROPERTY LINE DESCRIPTION OF 13 TRACTS OWNED BY PICRON .PROPERTY OWNERS, PROVIDED BY CLIENT,
- - - RIGHT CF WAY JNE ARKANSAS HIGHWAY AND TRANSPORTATION DEPARTMENT PLAN FOR 1-440,
CARVER+GARVER DRAWING FOR LITTLE ROCK PORT AUTHORITY, TITLED "RAILROAD RIGHT OF WAY,
----------.----------- EASEMENT UNE
REMMEL PROPERTY", UNDATED,
------------------ DITCH OR STREAM UNE KITTLER DRAWING TITLED "REPLAT OF PRATT CATES REMMEL SUBDIVISION", FILED IN PLAT BOOK D,
pEG_LRAT1pN:
ROAD EDGE PAGE 312 AS INSTRUMENT #91-52519, ANO
GOVERNMENT LAND OFFICE PLAT OF TOWNSHIP 1 NORTH, RANGE 11 WEST, DATED FEBRUARY, 18 _� 1 HEREBY DECLARE THAT THE HEREON PLATTED AND DESCRIBED SURVEY WAS COMPLETED UNDER MY
DIMENSIONS SHOWN IN PARENTHESIS ON THIS PLAT ARE PER THESE RECORD DESCRIPTIONS FOR SUPERVISION, THAT ALL VISIBLE ENCROACHMENTS ARE SHOWN, AND THAT THE CORNERS WERE FOUND
THE PROPERTY. OR SET, AS SHOWN, TO THE BEST OF MY KNOWLEDGE AND ABILITY. THIS SURVEY IS MADE FOR THE
RECORDED EASEMENTS AND PLATS AS NOTED IN THE PRELIMINARY TITLE COMMITMENT WERE NOT PRESENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE, OR GUARANTEE THE
TITLE THERETO, WITHINONEYEAR FROM THE DATE HEREON, AND AS TO THEM I WARRANT THE
PROVIDED TO MCCLELLAND CONSULTING ENGINEERS AND ARE NOT NOTED HEREON. OTHER EASEMENTS ACCURACY OF SAID PLAT.
AND PLATS WERE NEITHER RESEARCHED NOR LOCATED FOR THIS PROJECT AND ARE NOT SHOWN ON
, 3
THIS DRAWING. r
ZONING: AS BY THE CITY OF LITTLE ROCK TRACT I IS ZONED R2. ZONE R2 HAS A25' EASEMENT
IN THE FRONT AND REAR AND THE SIDES ARE 107 OF LOT SIZE WITH A MAXIMUM OF 8' EASEMENT.
NO STATEMENT IS MADE AS TO THE EXISTENCE, CORRECTNESS, OR LOCATION, EXCEPT WHERE SHOWN,
OF ANY PROPERTY CORNER MONUMENT.
ERROR OF CLOSURE: THIS SURVEY MEETS THE STATE OF ARKANSAS MINIMUM STANDARDS FOR v
POSITIONAL ERROR 1N URBAN SURVEYS OF 0.10 FEET,
(CHARD NAW 4AT
THIS SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF THE SURVEYOR PRESENT PROFESSI L LAND SURVEYOR
UPON IT. ARKANSA NUMBER 653
THIS SURVEY IS FOR THE USE AND BENEFIT OF PPP GROUP A. LLC
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IN CARE OFSTAI
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MITCHELL LAWFRM
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STATE SURVEYOR'S CODE
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McClelland TRACT
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Engineers PICRON PROPERTIES
Incorporated LITTLE ROCK, ARKANSAS
L;:tie Rock, -,R Fayetteville, AR APPROVED DRAWN BY DATE SH�ET N0.
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