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DESCRIPTION
REVISIONS
DESIGNED BY: RRS
DRAWN BY: JHM
CHECKED BY: DRV
APPROVED II DRV
PRELIMINARY: El
FINAL: 0
FOR CONSTRUCTION:
AS BUILT: 7
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1.112.12
112.36
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LEGEND
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SANITARY SEWER MANHOLE
WATER METER
WATER VALVE
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GUY POLE
POWER POLE
SPOT SHOT
LIGHT POLE
FOUND IRON PIN
BUSHES
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WATER LINE
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STORM DRAINAGE PIPE
SANITARY SEWER LINE
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DESCRIPTION
REVISIONS
DESIGNED BY: RRS
DRAWN BY: JHM
CHECKED BY: DRV
APPROVED II DRV
PRELIMINARY: El
FINAL: 0
FOR CONSTRUCTION:
AS BUILT: 7
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1.112.12
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END 3/4" PIPE
LEGEND
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SANITARY SEWER MANHOLE
WATER METER
WATER VALVE
FIRE HYDRANT
GAS METER
SIGN
GUY POLE
POWER POLE
SPOT SHOT
LIGHT POLE
FOUND IRON PIN
BUSHES
TREE
WATER LINE
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STORM DRAINAGE PIPE
SANITARY SEWER LINE
SS
GAS LINE
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CURB AND GUTTER
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FENCE LINE
POWER LINE
EL
NOTES
1. HORIZONTAL COORDINATES AND ELEVATIONS ARE ASSUMED.
2. LOCATION OF NON VISIBLE UTIUTIES ARE FROM INFORMATION PROVIDED BY THE UTILITY
COMPANIES AND HAVE NOT BEEN FIELD VERIFIED. LOCATIONS OF ALL UTILITIES SHOULD
BE FIELD VERIFIED BEFORE USING.
LEGAL DESCRIPTION
A TRACT OF LAND LOCATED IN THE SWI/4 OF THE SEI/4 OF SECTION 25, T -2-N, R -13-W,
PULASKI COUNTY, AR. BEING LOTS 13, 14, 16, 17, 18, 19, 20, 21, AND LOT A, OF WESTOVER
HILLS SUBDIVISION, PLAT BOOK 4, PAGE 89, DATED 4/15/46, AND A PORTION OF SOUTH
DRIVE CLOSED BY ORDNANCE ,y 11375 DATED FEB, 1, 1963. BEING FURTHER DESCRIBED AS
STARTING AT THE NW CORNER OF LOT 15 OF THE SAID SUBDIVISION; THENCE S 85'43'23" E
65.19 FEET TO THE POINT OF BEGINNING; THENCE S 85'43'23" E 194.97 FEET TO A POINT;
THENCE N 03'13'26" E 39.32 FEET TO A POINT; THENCE N 85'43'23" W 75 FEET TO A POINT;
THENCE N 03'13'26" E190 FEET TO THE POINT OF CURVATURE OF A 287 FEET RADIUS CURVE
TO THE RIGHT HAMNG 1 CHORD BEARING AND DISTANCE OF S 70'49'30" E 77.99 FEET;
THENCE ALONG SAID CURVE 78.24 FEET TO THE POINT OF TANGENCY, WHICH IS THE POINT OF
CURVATURE OF A 172 FEET RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING AND
DISTANCE OF S 46'17'45" E 110.55 FEET; THENCE ALONG SAID CURVE 112.53 FEET TO THE
POINT OF TANGENCY; THENCE S 31'32'01" E 295.18 FEET TO THE POINT OF CURVATURE OF A
25 FEET RADIUS CURVE TO THE RIGHT HAVING A CHORD BEARING AND DISTANCE OF S
31'22'18" W 44.51 FEET; THENCE ALONG SAID CURVE 54.90 FEET TO THE POINT OF TANGENCY;
THENCE N 85'43'23" W 426.37 FEET TO A POINT; THENCE N 03'13' 26" E 140 FEET TO THE
POINT OF BEGINNING. CONTAINING 94848.41 SQUARE FEET OR 2.18 ACRES MORE OR LESS.
CERTIFICATION
I HEREBY CERTIFY THAT A SURVEY PARTY UNDER MY
SUPERVISION PERFORMED THE FIELD WORK FOR THIS
SURVEY AND THIS PLAT IS A CORRECT REPRESENTATION
OF THE SURVEY RESULTS. ALL CORNERS SHOWN HEREON
EXIST AND THEIR LOCATION AND TYPE ARE CORRECTLY
SHOWN AND ARE LOCATED IN ACCORDANCE WITH EXISTING
AND ACCEPTED MONUMENTS OF THE AREA.
WESTOVER HILLS PRESBYTERIAN CHURCH
FENNELL PURIFOY AR.HITECTS
Little Rock, Pulaski County, Arkansas
DATE I SHT
RE-ERENCE
BOUNDARY & TOPOGRAPHIC SURVEY
WESTOVER HILLS SUBDIVISION
DATE:
1t2/04/Ot
AMI ENGINEERING, INC �` ACAD: PS
ENGINEERS , PLANNERS , SURVEY( MEW: TOPO
201 Morkhom Center Drive PROJECT rY. 0111098
P. 0. Box 25937 * Little Rock, Arkonsos 72221
(501) 227-7117 Fox: (501) 227-5755 CNfFT• nl