HomeMy WebLinkAboutZ-5038-C Map 4POWER
I
POWER POLE
TEM EL- 27&16'� r
R=S MONUMENT 12090»0146 al
BRASS CAP IN CONCRETE
WATER VALVE
FOUND 1/2' lfm;T
N 7i32'54'1V.-
FOUND 1/2' REBARF
i
''� • , 8' HIGH WOOD PRIVACY
FENCE, TYP.
NOTE
0 = SET 5/6' REBAR g CAP
0 - SET PK NAIL
�+! FOUND j%2- REBAR MONOPOLE (NO
GUY WIRES REQUIRED)
-GRAVEL COMPOUND AREA BEHIND
EXISTING CURB & GUTTER
AROUND MONOPOLE
ELEVATION OF TOP OF FOUNDATION
SLAB FOR UNOCCUPIED EQUIPMENT
SHELTER EQUALS 281.00
FOUND 1/2' t1ERAR
FOUND 1/2' REBAR
FOUR 12' GUMS
B' GUM
12' GUM
�R
m
J00
N
e' FNCKBERRY
18' EUA
1/2' REBAR
GEODETIC
1
ONE AWED ORWE UWo Reek. Arkonaaa 72202
On;— (501) 661--$500 Far (501) 661-0555
I
20' 0' 20'
IrAyw.Gm LOOP 0A ARMINIBAS
SCALE IN FEET
TacialarApm8d4' PLM
1' 20'
Posam OF 8-1:
CELL MSA
umwE - 3s48'o4.35'
HERBAGE
LONGITUDE - 9X26'51.86'
NAD 83
nZaTIDN - 260.07' (GROUND ELEVATION)
WOMOON1"m
NM 29
NOTE
1. BOUNDARY AND TOPOGRAPHIC DATA WAS TAKEN FROM A SURVEY
PREPARED BY RANDY S. CROSLAND, DATED 1-31-97
2. Telephone Swvk-e:
SauVr-altem Bell Telephone Company
Ph324-3699
one:
3. Power Service:
Entergy
Phone: 372-3900
4. Appmdenale location of utWplies are shown. Before arty excavation
"Intact epplopriala utility wmpan:ea.
5. Conloura ora one Foot into als.
8. THIS PROPERTY LIES WITHIN THE 100 YEAR
FLOOD BOUNDARY AS SHOWN ON THE WORK MAPS
FOS THE LTTTLE RDLX FLOOD INSURANCR RI{STUDY
MAP4. MIH#i[UfE LOOR ELEVATION IS 281.00'
PER ORIGINAL SEVEN ACHES BUSMW PARK
SUBDIVISION PLAT BY WBM--DATERS & ASOOCIATE9, INC.
DATED- 5-28-98
coxsTRUaTIO�
CONTRACTOR SHALL REPLACE AND OR
REPAIR ALL EXISTING ASPHALT PAVING
DAMAGED DURING CONSTRUCTION. ALL
NEW ASPHALT PAVING SHALL BE THE
SAME THICKNESS AS THE EXISTING
PAVING AFTER ALL WORK IS COMPLETED THE
SITE ELEVATIONS SHALL MATCH ALL EXISTING
GRADES
ONE AWED ORWE UWo Reek. Arkonaaa 72202
On;— (501) 661--$500 Far (501) 661-0555
PROMOT:
IrAyw.Gm LOOP 0A ARMINIBAS
Warr71URS:
TacialarApm8d4' PLM
Dteoa iLb [BY.
HERBAGE R91D6OM
CELL MSA
DRAWN BY:
HERBAGE
O mDLW
✓'�6TcTN0.
2
OF:
WOMOON1"m
DATE 2-19-97 f'4MttXZ 97003TL2
r
POWER POLE - E RESER -- - ---- • • — . -- `••— •-- FOUND 1/2' I IEBAR 548
POIY�ER POLE- - 2sa ------ - -- --- s _88'33'ra�tna _,] -287
9' No 1/2' REBAR
w
i
I{ �
POWER POLED
0
LLI
of
U
Q
z
LLI
W
1
1
1
1
8 WOOD FENCE
I
w EXISTING
ASPHALT _,.I EXISTING
. ASPHALT
/' 13tt-50' i
? F
� r
I 1
•� r
f
GOLDEN COLLISION CENTER
FINISH FLOOR EL= 282.40' +/-
` 9 m 23.50' 1
a da
ASPHAL `W'b C:ISTING
A:•PHALT
7 113.00' i
f � f1
L
Z G
DIISTING
ASPHALT
r
5
i 20.00' ! �
TBM EL. 278.18' g NEW 12' �•ti'•ti3?3H •�
GATE
PAGIS MONUMENT 12090-0148 I„ 1 '•,
BRASS CAP IN CONCRETE
r I ti
WATERVALVE
FOUND 1/2'
N 773254}Y FOUND 1/2' REBA)t:
8' HIGH WOOD PRIVACY
FENCE. TYP.
NOTE
0 SET 5/8' REBAR d< CAP
®= SET PK NAIL
FOUND }%2' REBAR MONOPOLE (NO
�• GUY WIRES REQUIRED)
GRAVEL COMPOUND AREA BEHIND
EXISTING CURB & GUTTER
AROUND MONOPOLE
ELEVATION OF TOP OF FOUNDATION
SLAB FOR UNOCCUPIED EQUIPMENT
SHELTER EQUALS 281.00
FOUND 1/2- REBAR
12' GUMS
8' GUM
2' GUM
GEODETIC
20' 0' 20'
SCALE IN FEST
1' a 20'
POSITION OF 9-1:
LI1MUDE . 34'48'04.35'
LONOUtIDE 92'28'51.88'
NAD 83
ELEVATION 280.07' (GROUND ELEVATION)
NM 29
1
NOTE
5 81'll'23"N 5&77'
MANHOLE
I EASEMENT
�c
FOUND 1/2' RE
� 15
0
f
i
msnNG
Scublm stem Ball Telephone Company
R VALVE
N4T
f
ASPHALT
ASPHALT
s. Power Service:
_—
EnbmW
CU Bim& GUTTE
:S
iD 1/2' REBAR
4. Approximate locotlon of utNiUes am shown. Before any excovatlon
cantact appropliale uLlily eomponin,
5. Contours are one foot Intervals_
8. THIS PROPERTY LIES WNW THE 100 YEAR
0 18" ELM
i o
NEA 12' GjT'E '-- --•
AXSPFILL7�
o PAVING
v
l r
-_
NAP /,. MINIMUM LOOR ELEVATION IS 281.DO'
5
i 20.00' ! �
TBM EL. 278.18' g NEW 12' �•ti'•ti3?3H •�
GATE
PAGIS MONUMENT 12090-0148 I„ 1 '•,
BRASS CAP IN CONCRETE
r I ti
WATERVALVE
FOUND 1/2'
N 773254}Y FOUND 1/2' REBA)t:
8' HIGH WOOD PRIVACY
FENCE. TYP.
NOTE
0 SET 5/8' REBAR d< CAP
®= SET PK NAIL
FOUND }%2' REBAR MONOPOLE (NO
�• GUY WIRES REQUIRED)
GRAVEL COMPOUND AREA BEHIND
EXISTING CURB & GUTTER
AROUND MONOPOLE
ELEVATION OF TOP OF FOUNDATION
SLAB FOR UNOCCUPIED EQUIPMENT
SHELTER EQUALS 281.00
FOUND 1/2- REBAR
12' GUMS
8' GUM
2' GUM
GEODETIC
20' 0' 20'
SCALE IN FEST
1' a 20'
POSITION OF 9-1:
LI1MUDE . 34'48'04.35'
LONOUtIDE 92'28'51.88'
NAD 83
ELEVATION 280.07' (GROUND ELEVATION)
NM 29
1
NOTE
c
1. BOUNDARY AND TOPOGRAPHIC DATA WAS TAKEN FROM A SURVEY
m
PREPARED BY RANDY S. CROSLAND. DATED 1-31-97
0
Z Telephone Sw icc
Scublm stem Ball Telephone Company
of
Phony 324-3899
HACKBERRY
s. Power Service:
EnbmW
+
Phone: 572-3900
4. Approximate locotlon of utNiUes am shown. Before any excovatlon
cantact appropliale uLlily eomponin,
5. Contours are one foot Intervals_
8. THIS PROPERTY LIES WNW THE 100 YEAR
0 18" ELM
FLOOD BOUNDARY AS SHOWN ON THE WORK MAPS
FOR THE LJTTI.E ROCK FLOOD INSURANCE RESTUDY
NAP /,. MINIMUM LOOR ELEVATION IS 281.DO'
PLOT 9RIGINAL SEVEN ACRES BUSINESS PARK
SUBDIVLSION FLAT BY WFDTE-DATERS & ASOOCIATES, INC.
DATED 8-28-98
wOIIND 1/2' ROM
CONSTRUCTION HOT6�
CONTRACTOR SHALL REPLACE AND OR
REPAIR ALL EXISTING ASPHALT PAVING
DAMAGED DURING CONSTRUCTION. ALL
NEW ASPHALT PAVING SHALL BE THE
SAME THICKNESS AS THE EXISTING
PAVING AFTER ALL WORK IS COMPLETED THE
SITE ELEVATIONS SHALL MATCH ALL E7QSTING
GRADES