HomeMy WebLinkAboutS-1828 Map 2GREENWOOD ACR'
SUBDIVISION
PHASE II
LOT 78
TOP RIM=292.29
FL=281.84 (8" IN M
=281.74 (8" OUT S)
LOT 79
EXIST. STS INLET
TOP RIM=286.49
FL=283.79 (18" RCP IN NE)
FL=283.69 (18" RCP OUT SW)
TRACT A
EXIST. SS MH #454
TOP RIM=283.19
FL=278.59 (8" IN N)
rL=278.59 (8" IN E)
FL=278.49 (8e OUT W)
Qk LEGEND (EXISTING SYMBOLS)
SYMBOLS LINEWORK
EXIST. SS MH #479 o FOUND IRON PIN ASEMENr
TOP RIM=29595.8p i� LIGHT POLE
(v) FL-288.45 (8" IN N) m POWER POLE CURB
FL 288.35 (8" OUT S) M TaEPHM PEDESTAL INTERMEDIATE CONTOUR
IS N PEDESTAL
O MANHOLE _.. _. _.,.._ ..
o SANITARY SEWER CIEANOUT INDEX CONTOUR — SS
0 GAS METER SANITARY SEWER LINE
D4 GAS VALVE — G C' GAS LINE
C-----� STORM SEWERPIPE _
� & TYPE)
DOWN GUY WATER LINE (SPECIFY S
JOHN V. DIAZ & MARIA W
N REYONLDS-DIAZ LOT 1 ADCOCK ADDITION MICKEY W & KATE � WATER VALVE UGT
KATE MATTHEWS UNDERGROUND TELEPHONE
200609t122 DAIL C. ADCOCK, JR 22010020011 MATTHEWS FIRE HYDRANT ASSEMBLY UGE— Yy�
00 2004011 786 1& AIR RELEASE VALVE -
P+ +6+ 2009017531 UNDERGROUND ELECTRIC
FND. 1 2" FND. PINCH PIPE FIRE DEPARTMENT CONWC71ON
OHE— Yy�
O WATER METER OVERLNEAD ELECTRIC
NW CORNER, SE1/4, SOUTH ROAD SPRINKLER WAD UGTV
REBAR W/CAP SE1/4, NE1/4 PROPERTIES LLC a ELECTRIC PEDESTAL UNDERGROUND TELEVISION
FND. 1" FND. 1/2" _
SECTION 27,
S 88° 52' S5" E 636.95' . PIPE _ REBAR T-1-N, R-13-W
- '1�-'�-�--ai .,,► ., . 1 i GRATED INLET OVERHEAD TELEVISION —OHTV
87° 25' 20' E 330.42' [ E 1 IF CHAIN LINK FENCE rv. . _ _. _......._
li II DROP INLET11
L•J WOOD FENCE
I
- � BARBED WIRE FENCE
TREE
FIBER OPTIC
di4 A TREE TO BE REMOVED RIGHT OF WAY —
ROAD CENTERLINE
j CHRISTOPHER HOMES OF
LITTLE ROCK, INC. I
2011025186
SWB TEL CO. ESMT.
BK. 737, PG. 298
FALLS WITHIN THIS
EASEMENT. -NOTE
HY-OHf3 — -
-- =---r OFF—
VJ — -
- — — — — - - - ---------
( yV -t
FND. PK --_ C 17 aS =11 dFtIAA�R( — — _- - - ---L_ -_bd -_W— W- -
SETFTC-- — _�'SS_ — -_ 8 SS-- — = S, -
NAIL NAIL
SEWER EASEMENT--_-
96-431,45 EXIST. SS MH #459 - FND / 5 B J
TOP RIM-286.55 3D'WATER EASEMENT REBAR"
FL=280.20 (8" 1N E) 7�EXIST. SS MH #465 98-058584
FL=28D.10 (8" OUT W)
SURVEYORS CERTIFICATE
THE UNDERSIGNED, A PROFESSIONAL SURVEYOR, HEREBY CERTIFIES THAT: (A) THIS
SURVEY AND THE PROPERTY DESCRIPTION SET FORTH HEREON ARE TRUE AND
CORRECT AND PREPARED FROM AN ACTUAL ON -THE -GROUND SURVEY OF THE REAL
PROPERTY SHOWN HEREON; (B) SUCH SURVEY WAS CONDUCTED BY THE SURVEYOR, OR
UNDER HIS SUPERVISION; (C) ALL MONUMENTS SHOWN HEREON ACTUALLY EXIST AND
THE LOCATION AND TYPE OF MATERIAL THEREOF ARE CORRECTLY SHOWN; (D) THAT
THE PROPERTY DESCRIPTION AND PLAT SHOWN HEREON IS A PART OF AND WHOLLY
CONTAINED WITHIN THE PROPERTY SHOWN ON AND DESCRIBED IN THAT CERTAIN
SURVEY PREPARED BY ME ON SEPTEMBER 14,2018 AND THAT THERE ARE NO
OVERLAPS OF OR GAPS FROM THE COMMON BOUNDARIES AS SHOWN AND DESCRIBED
THEREON; (E) EXCEPT AS SHOWN HEREON, THERE ARE NO ENCROACHMENTS ON TO
THE PROPERTY OR PROTRUSIONS THEREFROM, THERE ARE NO IMPROVEMENTS ON THE
PROPERTY, THERE ARE NO VISIBLE EASEMENTS OR RIGHTS OF WAYS ON THE
PROPERTY, AND THERE ARE NO DISCREPANCIES, CONFLICTS, SHORTAGES IN AREA OR
BOUNDARY LINE CONFLICT; (F) THE SIZE, LOCATION AND TYPE OF IMPROVEMENTS ARE
AS SHOWN HEREON AND ALL ARE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY
AND SET BACK FROM THE PROPERTY LINES THE DISTANCES INDICATED; (G) THE
BOUNDARIES, DIMENSIONS, AND OTHER DETAILS SHOWN HEREON ARE TRUE AND
CORRECT.
GRMOWOYt I• SULLIVAN AR PS # 1096 - DAT -
TOP RIM=290.12
FL=281.22 (8" IN E)
FL=281.12 (8" OUT '
GENERAL NOTES:
1. BASIS OF BEARINGS: AR STATE PLANE COORDINATES,
NORTH ZONE-301, AS DETERMINED BY CPS OBSERVATION.
2. VERTICAL DATUM: NAVD 88, AS DETERMINED BY CPS
OBSERVATION.
3. PROPERTY MONUMENTS AS NOTED,
4. SWB TEL. CO. EASEMENT, BK 737, PG 298, LIES WITHIN
THE SWB TEL. CO. EASEMENT BK 1436, PG 571. NO
EASEMENT WIDTH WAS STIPULATED.
EXIST. SS MH #381
TOP RIM=296.38
FL=283.78 (8" OUT W)
I.
N
FLOOD PLAIN STATEMENT
NO PORTION OF THE PROPERTY SHOWN IS LOCATED WITHIN THE
100-YEAR FLOOD PLAIN AS DESIGNATED BY THE FLOOD INSURANCE
RATE MAP, PANEL NO. 05119CO434G, PUBLISHED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY DATED JULY 6, 2015.
/2"
DONNA ANDERSON &
JAMIE LEANN LOCKERT
2013077819
VICINITY MAP N.T.S.
PROPERTY DESCRIPTION
Part of the SE 1/4, NE 1/4 Section 27, Township 1 North, Range 13 West, Little Rock,
Pulaski County, Arkansas, more particularly described as follows:
BEGINNING at the Northwest corner of the SE 1/4, SE 1/4, NE 1/4 of said
Section 27; thence along the North line of said
SE 1/4, SE 1/4, NE 114, South 87°25'20" East 330.42 feet; thence
South 02°06'34" West 193.71 feet; thence North 87029'38" West 211.96 feet; thence
South 02°09'27" West461.87 feet; thence North 88056'34" West 122.75 feet; thence
North 87043'36" West634.94 feet; thence North 02021113" East 646.24 feet to a point
on the North line of the SW 1/4, SE 1/4, NE 1/4; thence along said North
line, South 88'52'55" East 636.95 feet to the POINT OF
BEGINNING, containng 12.027 acres, more or less.
\\a\unu1PPPP
-*STATE OF
AR SANO. 96
' ,�„{ •. BIG AT` E Q�
"PPPPPI1111111\\\
�Ra
GRAPHIC SCALE IN FEET
50' 0 50'
BASIS OF BEARING: GRID NORTH, ARKANSAS STATE
PLANE COORDINATE SYSTEM, NORTH ZONE (0301),
DETERMINED BY GPS OBSERVATIONS. APPROXIMATE
CONVERGENCE ANGLE IS , -000 13' 19.04643".
DISTANCES ARE STATE PLANE GRID DISTANCES.
COMBINED ADJUSTMENT FACTOR = 1.000055920.
10825 Financial Centre Parkway, Suite 300
Little Rock, Arkansas 72211
Crafton Tull
® engineering I surveying
501.664.3245 t 501,664.6704 f
www.craftontull.cont
CERTIFICATE OFAUTHORIZATION.
OF A^'CRAFTON, TULL &
ASSOCIATES. INC.
vNo. 109 �O
�PrANSAS Ef�S�E�0.
BOUNDARY AND TOPOGRAPHIC
SURVEY OF PART OF THE SE1/4,
OF THE NE1/4 OF SECTION 27,
T-1-N, R-13-W, PULASKI
COUNTY, ARKANSAS
LANEHART ROAD
LITTLE ROCK, ARKANSAS
Key as,
N,,. Description Date
This document, and the Ideas and designs incorporated herein,
as an instrument of professional service, is the property of
Crafton, Tull & Associates, Inc., and is not to be used, in whole
or in part, for any other project, without the written
authorization of Crafton, Tull & Associates, Inc.
PRoiECTNO: 18109500
ISSUEDATE: 09/14/2018 I
CONTACT: G. SULLIVAN
CHECKED BY:
CO 2018 Crafmn, Tull & A,z°dates, Int.