HomeMy WebLinkAboutZ-6049 Map 1IPF
0
06
CD
W
M
O
LO
LO
O
FA
SW CORNER NW 1/4
SEC 16, T -1—N
` R -13—W IPF
O
O
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CNp 331
IPF
337.5' 100 YEAR FLOODPLAIN ELEVATION
S 90000'00" E 1460.16
NW�1,,�4 SEC 16, T -1—N, R -13—W _
-- ----- -------------•ytlt�'---
\ SW 1/4 SE£ 1�T-1—N, R -13—W
s 0
335' 100 YEAR FLOODPLAIN ELEVATION
N 89'59'03" W 811.89
NOTE: BEARING DATUM DERIVED
FROM A SURVEY BY DONALD W. BROOKS
FIA TP_ , r�r'TOBER—I*, 1997
��! ATE_: NO WATER
!PF
Z
PROPERTY DESCRIPTION (SURVE)')
IPF
I
EXIST
BUILI
K
PF 1.0
M M m '/)
- tUILLING �)( ,V//Y
OAK
EXIT T NO
BUiL 'N!' PP
—=-339--=----------_-- ---•
VIM
EXISTING
BUILUINIU
18'
N 88'47'50" W 482.77
- GPS
:Z•:
336 j - - CONC. MONUMENT
ELEV. 340.31
1 TBM
I
{ODER GROUND TELEPHONE
' 1
`—OVERHEAD POWER
II
i
11
II
�t
BOUNDARY &. TOPOGRAPHIC SURVEY
UNITY CHURCH, BOWMAN ROAD
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
AUGUST 3, 1995
PART OF THE NW NW 1/4 .AND PART OF THE SW 1/4 OF SECTION
16, T -1-N, R -13-W, LITTLE ROCK, PULASKI COUNTY, ARKANSAS
MORE PARTICULARLY DESCRIBED AS:
BEGINNNG AT THE SW CORNER OF THE NW 1/4 OF SAID SECTION
16; THENCE N 00'55'03" E ALONG THE WEST LINE OF SAID
NW 1/4 198.03': THENCE EAST 1460.16' TO A POINT OF THE
ANITARY SEWER
WEST R/W LINE OF BOWMAN ROAD; THENCE IN A SOUTHWESTERLY
•—i--•��•��.��.�.�.��.��.��.��.��.��.Game
DIRECTION ALONG THE WEST R/W LINE OF BOWMAN ROAD THE
MH
FOLLOWING COURSES: S 38'16'02" W 265.10'; THENCE
S 00'15'51" W 270.0'; THENCE N 88'47'50" W 48277';
THENCE N 00'41'32" W 8250'; THENCE N 89'59'03" W
811.89'; TO A POINT OF THE WEST LINE OF THE SW 1/4 OF
SECTION 16; THENCE N 00'43'15" E ALONG THE WEST LINE OF
LEGEND
SAID SW 1/4 187.29' TO THE POINT OF BEGINNING CONTAINING
12.84 ACRES, MORE OR LESS.
CERTIFICATION:
CB
CATCH BASIN sin
SIGN
THIS TO CERTIF" THAT WE HAVE 'SURVEYFL THE PROPERTY SHOWN
AND DESCRIBED HEREON. ALL PROPERTY CORNERS WERE SET OR
Io®
IRON GRATE F
IRON PIN FOUND
(SET IN 00111il C)
FOUND AS SHOWN AND WERE ESTABLISHED IN ACCORDANCE WITH
A •
JUNCTION BOX ias•
IRON PIN SET
THE EXISTING MONUMENTS AND APPARENT PROPERTI' LINES OF THE
F14(SET
'
INCONCRETE)
AREA. THE USE OF THIS SURVEY AND PLAT IS LIMITED TO THE
FIRE HYDRANT V
CONCRETE MONUMENT
PARTIES NAMED HEREON.
VV
WATER VALVE — • — • —
WATER UNE
vN
WATER METER
SEWER UNE
MH
SANITARY SEWER Ga Ga
GAS UNE
SURVEYED FOR:
MANHOLE
OVERHEAD POWER
UNITY CHURCH
GAS VALVEGaGaGa
k TELEPHONE
LEWIS, ELLIOT AND STUDER, ARCHITECTS
SCALE: 1" = 50'
M
GAS METER - --
UNDERGROUND
DATE: AUGUST 2, 1995
-PHONE UNE
POWER POLE
MCGE ('RICK ENGINEERING
STORM DRAIN PIPE
'r
UGHT POLE
GUY WIRE
,OBERT C. LOWE, SR.
REG. PROF. LAND -SURVEYOR
CERTIFICATE #12 --AR.
EXISTING
BUILUINIU
18'
N 88'47'50" W 482.77
- GPS
:Z•:
336 j - - CONC. MONUMENT
ELEV. 340.31
1 TBM
I
{ODER GROUND TELEPHONE
' 1
`—OVERHEAD POWER
II
i
11
II
�t
BOUNDARY &. TOPOGRAPHIC SURVEY
UNITY CHURCH, BOWMAN ROAD
LITTLE ROCK, ARKANSAS
MCGETRICK ENGINEERING
ENGINEERING / LAND DEVELOPMENT CONSULTANTS
Little Rock, Arkansas 72221
AUGUST 3, 1995