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FOUND 1/2" REBAR
S 88'34'48"E 109.98'
200
N 01'52'16"E --
(� )FOUND 1/2" REBAR
I 6' WOOD FENCE / 1
I
EXISTING EX151IN' I C�
ASPHALT ASPHALT
GOLDEN COLLISION CENTER
o FINISH FLOOR EL.= 282.40' +/-
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113,00'
EXISTING
ASPHALT
EXISTING
F CURB & G
DGE OF_= --- -I
HELTER
1 NEW 12' ,GATE
NOPOLE
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I CONCRETE PM
TRASH WYGSIER$
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FOUND 1 / 2" REBAR
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FOUND 1/2" REBAR
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8.00' 8' HIGH WOOD PRIVACY
�. 10.00 FENCE. TYP.
tEWER MANHOLE
�s
SEWER EASEMENT
NOTE:
WATER VALVE ]
5 88'33'1
& FIRE HYDRANT
ELEVATION =
® — SET 5/R" REBAR Ff CAP
��
NGVD 29
i
2000 ]
0
5J. 2'
20.00'
31.12'
EXISTING
'
ASPHALT
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p PAVING
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FOUND 1/2" REBAR
S 88'34'48"E 109.98'
200
N 01'52'16"E --
(� )FOUND 1/2" REBAR
I 6' WOOD FENCE / 1
I
EXISTING EX151IN' I C�
ASPHALT ASPHALT
GOLDEN COLLISION CENTER
o FINISH FLOOR EL.= 282.40' +/-
ro
W
z
Z
W
G
O
O
3
T,.
113,00'
EXISTING
ASPHALT
EXISTING
F CURB & G
DGE OF_= --- -I
HELTER
1 NEW 12' ,GATE
NOPOLE
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0 3s /8. I 55�\ O1 \ 053
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* ASPHALT
I CONCRETE PM
TRASH WYGSIER$
S
FOUND 1 / 2" REBAR
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ER :
FOUND 1/2" REBAR
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8.00' 8' HIGH WOOD PRIVACY
�. 10.00 FENCE. TYP.
FOUND 1/2" REBAR
FOUR 12" GUMS
8" GUM
''I12" GUM
.^
!o
/ Y/
3
0
00
� N
V)
8" HACKBERR'f
18" ELM
----< FOUND 112" REBAR
GEODETIC
20' 0' 20'
SCALE IN FEET
1 — 20'
Rtv�Cti'
POSITION OF
B-1:
LATITUDE =
34'48'04.35"
NOTE:
92'26'51.86"
5 88'33'1
5'E
ELEVATION =
® — SET 5/R" REBAR Ff CAP
��
NGVD 29
SFT Ph NAIL
I
20.00'
LOQ \
o
o
NEW 12' ]
tJ
✓�
FOUND 1 /2" REBAR MONOPOLE (NO
GUY WIRES REQUIRED)
TBM EL.= 278.1x' _f
GATE
PAGIS MONUMENT #2090-0146
BRASS CAP IN CONCRETE
`�
GRAVEL COMPOUND AREA BEHIND
EDGE OF
EXISTING CURB & GUTTER
WATER VALVE
N SHELTER
I
e5�2
AROUND MONOPOLE
d
66
z
S
ELEVATION OF TOP OF FOUNDATION
SLAB FOR UNOCCUPIED EQUIPMENT
FOUND 1/2" REBAR }
FOUND ./2" REBAR
SHELTER EQUALS 281.00
N 77'32'54"W
4.62'
SEE ENLARGED COMPOUND PLAN
FOR MORE INFORMATION
FOUND 1/2" REBAR
FOUR 12" GUMS
8" GUM
''I12" GUM
.^
!o
/ Y/
3
0
00
� N
V)
8" HACKBERR'f
18" ELM
----< FOUND 112" REBAR
GEODETIC
20' 0' 20'
SCALE IN FEET
1 — 20'
Rtv�Cti'
POSITION OF
B-1:
LATITUDE =
34'48'04.35"
LONGITUDE =
92'26'51.86"
NAD 83
ELEVATION =
280.07' (GROUND ELEVATION)
NGVD 29
NOTE
1 BOUNDARY AND TOPOGRAPHIC DATA WAS TAKEN FROM A SURVEY
PREPARED BY RANDY S. CROSLAND, DATED 1-31-97
2, Telephone Service
Southwestern dell Telephone Company
Phone: 324-3699
3. Power Service.
Entergy
Phone: 372-3900
4. Approximate location of utilities are shown. Before any excavation
contact appropriate utility companies.
5 Contours are one foot intervals.
6. THIS PROPERTY LIES WITHIN THE 100 YEAR
FLOOD BOUNDARY AS SHOWN ON THE WORK MAPS
FOR THE LITTLE ROCK FLOOD INSURANCE RESTUDY
MAP #4. MINIMUM LOOR ELEVATION IS 281.00'
PER ORIGINAL SEVEN ACRES BUSINESS PARK
SUBDIVISION PLAT BY WHITE-DATERS & ASOOCIATES, INC.
DATED: 5-28-96
REVA, ADDED ENLARGED COMPOUND PLAN AND
DIMENSIONS TO PROPERTY LINES OVERALL
CONSTRUCTION NOTE:
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
�%X
�\0
JUN 11 1997
ENLARGED COMPOUND PLAN
SCALE 1"=10'-O"
ONE ALLIED DRIVE Little Rock, Arkansas 72202
Office (501) 661-8500 Fax (501) 661-8556
7 ° VLOo GR L000O [P 0,29
INOMOMMOLE
8!4111111lT TITti.f3: 39E PLAN
DBYK*1110BY: HERITAGE CELL 911
MSA
DRAWN BY: HERITAGE REV 1: 6-9-97
BY: DLW�
WORK ORDIIIIIIIIIII11 6056103
DclT7!?: 3-28-97 RLQ 97003C2 OF: F�