HomeMy WebLinkAboutZ-6355 Map 1STA. 34 92.39 ---
END ACCESS DRIVE
- PI 02)
WOODS /r_ TBM 60d NAIL IN STA. 3+79.33
<<`\ 20" POST OAK
57-0
l) ELEVATION 516.21 /-- FG 563.00 WOODS
------- / _ FG 559.00
- - - -
565
FOUNY 1/2" REBAR N 88 14'io W
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FG
W ,, "
NEW 12" CNP WITH WOODS
FLARED END SECTIONS WOODS -- NEW 9NALE DITCH, TYP w 20' WOODS UNE
j NE
- FG 547.00 / ACCESS DRIVE /
f 12" WATER LINE /
7
> ! STA 0 /
S EASEMENT OR" P#iVAT� - PI X21 34 /
3 FORCE
MAIN ?S• '
f-'SA�ITAf2r SEWN ,q t END 25' 'CONC'.
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/ 56,5 APRON
------ -� — _._----- _24'10" 'W 359.96
- -- - 11 N X38' /
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SITE
0.10 AC.
--ELEVATION OF TOP OF
FOUNDATION SLAB FOR
UNOCCUPIED EQUIPMENT
SHELTER EQUALS 000.00
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13 J' r_.�f- ME_NT 0.28 ACRES
_- —.—
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550
i
WOODS
NEW PAIR OF 24" DIA. CMP WITH FLARED
END SECTIONS PROVIDE. MINIMUM OF
ONE FOOT OF COVER
POSITION OF BORING B - i
`14'46'14.6" LATITUDE
92'28'47.1" LONGITUDE
NAD 83
572.5' (GROUND Fl FVATION)
NGVD-29
- • h- rayl ,� -_
NOTES
1. Boundary and Topographic data were taken from a survey prepared by
Randy S. Crosland, PLS #1026 Dated May 29, 1997.
2, Telephone Service.
Southwestern Bell Telephone Company
Phone. 324-3699
3. Power Service
Entergy
Phone: 372-3900
4. Apprnxir-note ioc..ation of utilities are shown. Before any excovation
contoct appropriate utility companies.
5 Contours are one foot intervals.
6 Site and 35' Easement are both heavily wooded.
CENTER OF INTERSECTION
GORDON ROAD & DENNY ROAD,
3
WOODS
WOODS
NEW 24" DIA. CMP WITH FLARED END
SECI'IONS PROVIDE MINIMUM OF
ONE FOOT OF COVER
20' 0' 20'
SCALE IN FEET
1 " - 20'
C
r
0
POWER POLE
STA. 0+00, BEGIN
NEW ACCESS DRIVE
MATCH ELEVATION
OF TOP OF EXISTING.
ROAD.
TBM COTTON
IN 20" HICK(
ELEVATION =
TURN ARO
AREA
�
o
�f
C\7
s
%n
O
O
i
FG 56(.00
20,00
l„di)
I
\
FG 575.00 - - S 88'24'10 so.
,
,
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>y
a
2
n'
J LA
LL
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7 (,o
LI J
v� C) a
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hoz
LL, z
to
f. A r
N W
U
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N 0
oz
z
FOUND 3/4" RE13AR
z
z
00
a�
J� 00
Z
W
0
C300 o
$
Wz
HO N
F'G• Q0Q.Q0
WOODS
SITE
0.10 AC.
--ELEVATION OF TOP OF
FOUNDATION SLAB FOR
UNOCCUPIED EQUIPMENT
SHELTER EQUALS 000.00
W
0
O
z
13 J' r_.�f- ME_NT 0.28 ACRES
_- —.—
i
: 1
Q
. 1
`'
550
i
WOODS
NEW PAIR OF 24" DIA. CMP WITH FLARED
END SECTIONS PROVIDE. MINIMUM OF
ONE FOOT OF COVER
POSITION OF BORING B - i
`14'46'14.6" LATITUDE
92'28'47.1" LONGITUDE
NAD 83
572.5' (GROUND Fl FVATION)
NGVD-29
- • h- rayl ,� -_
NOTES
1. Boundary and Topographic data were taken from a survey prepared by
Randy S. Crosland, PLS #1026 Dated May 29, 1997.
2, Telephone Service.
Southwestern Bell Telephone Company
Phone. 324-3699
3. Power Service
Entergy
Phone: 372-3900
4. Apprnxir-note ioc..ation of utilities are shown. Before any excovation
contoct appropriate utility companies.
5 Contours are one foot intervals.
6 Site and 35' Easement are both heavily wooded.
CENTER OF INTERSECTION
GORDON ROAD & DENNY ROAD,
3
WOODS
WOODS
NEW 24" DIA. CMP WITH FLARED END
SECI'IONS PROVIDE MINIMUM OF
ONE FOOT OF COVER
20' 0' 20'
SCALE IN FEET
1 " - 20'
C
r
0
POWER POLE
STA. 0+00, BEGIN
NEW ACCESS DRIVE
MATCH ELEVATION
OF TOP OF EXISTING.
ROAD.
TBM COTTON
IN 20" HICK(
ELEVATION =
TURN ARO
AREA
�
o
�f
C\7
s
O
O
REV. is ADDED CONCRE'
SHELTER; INCRI
ONF
Office:
CHEM