HomeMy WebLinkAboutZ-8905 Map 6LEGEND
POWER POLE
O
LIGHT POLE
+
4
aq
SIGN
WATER VALVE
WATER METER
SANITARY SEWER MAN -HOLE
-
TELEPHONE PEDESTAL
FIRE HYDRANT
ft
GAS METER
DROP INLET GRATE
HANDICAP PARKING
COMPUTED POINTS
A
CONCRETE—CONC.
)FOUND
TRACT 4 ITH/ A'P#REBAR
1375
\\\ ON FENCE LINE--�
GUY WIRE ANCHOR—G.W.A. BASIS OF BEARING:
POINT OF BEGINNING—P.O.B. NAD-83 GRID NORTH
ELEVATION-ELEV. ARSP NORTH ZONE.
PROPERTY DESCRIPTION:
PART OF TRACT 4, SACH'S SUBURBAN TRACTS, PULASKI COUNTY, ARKANSAS,
MOREPARTICULARLLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST
CORNER OF SOUTHEAST QUARTER. SECTION 6, TOWNSHIP 1 NORTH, RANGE 13 WEST
AND RUN WEST ALONG THE NORTH LINE OF SAID TRACT 4, A DISTANCE OF 185.5 FEET
TO THE INTERSECTION OF THE EASTERLY RIGHT-OF-WAY LINE OF 12TH STREET PIKE,
THENCE RUN SOUTHEASTERLY PARALLEL TO AND 25 FEET FROM THE CENTERLINE
OF 12 STREET PIKE, 327 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTH 55
DEGR 16 MINUTES EAST 234 FEET; THENCE RUN SOUTH 71 DEGREES 00 MINUTES
EAST 65 EET TO A POINT OF THE WEST LINE OF LOT 2, BLOCK 14, PARKWAY PLACE
ADDITION O THE CITY OF LITTLE ROCK, ARKANSAS; THENCE SOUTH 03 DEGREES 30
MINUTES 46 ECONDS WEST LINE OF LOT 2 AND LOT 3, BLOCK 14, PARKWAY PLACE
ADDITION, 16 . FEET; THENCE RUN SOUTH 86 DEGREES 47 MINUTES WEST 219.5
FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF 12TH STREET PIKE;
THENCE RUN NOkTHWESTERLY PARALLEL TO AND 25 FEET FROM THE CENTERLINE
OF 127 STREET PII(E, 75 TO THE POINT OF BEGINNING.
PINCH PIPE
NTL
E PEDESTAL #15108
1. THE EXISTING GILDING IS TO REMAIN AND'RE REMODLED TO
ACCOMIDATE THE CHURCH FACILITIES.
2. THERE IS CONSIDERABLE EXISTING LANDSCAPING AROUND THE
SITE WHICH WILL REMAIN. THE ISLANDS WITHIN THE PARKING
AREA CONTAIN 198.8 SQ. FT. OF PLANTABLE AREA.
3. THE PROPOSED PARKING LOT WILL BE BORDERED BY PRECAST
CONCRETE WHEEL STOPS.
4. AS PER ZONING ORDINANCE SECTION 36-522 THE LAND USE
BUFFER ALONG THE SOUTH PROPERTY LINE WILL BE PLANTED
NATURAL VEGITATION.
05'42 I9
N E D Rm2
0 10' 20' 40'
niiiii
( IN FEET )
SCALE: 1'= 20 Ft.
FOUND 1/2" REBAR
FOUND 1/2" REBAR % NOTES
T SURVEY BEARINGS ARE BASED ON GRID NORTH AR STATE PLANE
l� 1 NORTH ZONE DETERMINE BY GPS
_ X _._THE BEARINGS SHOWN ON THIS PLAT ARE ASSUMED AND ARE
TO BE USED TO DEFINE THE GENERAL DIRECTION AND TRUE
o ANGLES AT INTERSECTION OF PROPERTY AND LAND LINES.
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.
NO STATEMENT IS MADE AS TO THE EXISTENCE OR LOCATION,
EXCEPT WHERE SHOWN OF ANY PROPERTY CORNER MONUMENTS.
NO STATEMENT IS MADE CONCERNING SUBSURFACE CONDITIONS.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
MEASUREMENTS PRIOR TO BEGINNING CONSTRUCTION. (IF
APPLICABLE).
SURVEY VALID ONLY IF PRINT HAS ORIGINAL SEAL AND
SIGNATURE OF SURVEYOR IN RED PRESENT ON IT.
® UTILITIES NOT FIELD VERIFIED. NO OTHER STATEMENT IS MADE
® AS TO UTILITY EXISTENCE OR LOCATION.
v
I CERTIFY THAT THE ABOVE DESCRIBED PROPERTY HAS BEEN
SURVEYED, CORNER MONUMENTS HAVE BEEN ESTABLISHED IN
ACCORDANCE WITH EXISTING MONUMENTATION IN THE AREA AND
IMPROVEMENTS IF ANY ARE AS SHOWN HEREON.
DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE
SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS
OR SUBSEQUENT OWNERS.
® COPYRIGHT 2013 ARKANSAS SURVEYING AND CONSULTING, INC.
ALL RIGHT RESERVED. THIS DOCUMENT CANNOT BE REPRODUCED
WITHOUT THE WRITTEN AUTHORIZA11ON OF ARKANSAS SURVEYING
AND CONSULTING, INC.
OF AUT�Io+P O I S T E
F~ ARKANSAS STATE OF
1� SURVEYING AND ARKANSAS
U CONSULTING Z h7 NO. 1467 w
INC. �7 O
NO. 1462 4 1 l�GIS /�
REVISID: 01-14-2014 SAS-S�¢���o LL P,'O00
DATE: 2-11-2013
SCAI1 i "- 13 ARKANSAS SURVEYING & CONSULTING PARKVIEW CHRISTIAN CHURCH
t _L c�l Z s SA I- E M F20A F7 t 15108 KAKIS RD. LITTLE ROCK, AR
DRAWL BY: MSF/KST4A t BENTON, ARKANSAS 72019t
CHEC:]CED BY: MSF tTELE. C501) 794-4500t ,� �'�'�+,
CC tF=,eax_ CSoi) �94-4soit
FILE TAME: TRACT 4 t bfALVERN AR OFFICE 304-2723 t t E-MAIL survey_man_jr@hotmail.comt CON_D.._.=iAL USE PER
3AN 15 2014