HomeMy WebLinkAboutZ-5038-C Map 1POWER POLE
POWER POLE
WATER VALVE
s--4-5
ST�RM QRAI
'HONE RISER
NER POLE ------_---- S 88'33'15"F_18911C___--_
_i -------280 ------
EXISTING
ASPHALT
ASPHA
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DENOMED BY. HERITAGE
EWER MANHOI
15
DRAWN 9'a; HERITAGE
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WATER VALVE
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—1000 FENCE, TYP
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'33'15'W
I
20.00
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NOTE:
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I EXISTING
ASPHALT
EDGE OF�_ -
�HELTER _ K
/ I NEW 12',CT
AT
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MONOPOLE
rx�
FOUND 1/2" REBAR
-S 88'34'48"E 109.98'
--2E'0 -------
N 01'52'16"E - — —x —
_ 1 .19'
FOUND 1/2" REBAR
6' WOOD FENCE
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DENOMED BY. HERITAGE
31.12'
CELL W:
MSA
DRAWN 9'a; HERITAGE
EXISTING
CHECM, R'V: DLW
s.00' 8' HIGH WOOD PRIVACY
ASPHALT
I
PAVING
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—1000 FENCE, TYP
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A
s
R, S
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NOTE:
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88'33'15"E
R 24
0 - SET 5/8" REBAR & CAP
o1,
I EXISTING
ASPHALT
EDGE OF�_ -
�HELTER _ K
/ I NEW 12',CT
AT
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E �lNV1 �V1!7EA � �, ;a
MONOPOLE
rx�
FOUND 1/2" REBAR
-S 88'34'48"E 109.98'
--2E'0 -------
N 01'52'16"E - — —x —
_ 1 .19'
FOUND 1/2" REBAR
6' WOOD FENCE
v -
e
EXISTING
ASPHALT
EXISTING
ASPHALT
CONCRM P,
TW WNPST FM
FOUND 1/2" REBAR
"1
III � 111
' S 81 11,23,.W 58.71
/ FOUND 1/2" REBAR
b'5.bl
'
UND 1/2" REBAR
I uI 'FOUR 12" GUMS
'1- ` 8' GUM
i
x � 12'" GUM
I O
r
3
s
n
1 o
\ N
O
i !n
8" HACKBERRi
Y
U J
18" ELM
---*-r.,FOUND 1/2" REBAR
� 1
GEODETIC
20' 0' 20
SCALE IN FEET
I " = 20'
G�
1100P
0 �
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 Bell 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
N- 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
PCO
REV -1. 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
AGF'
� o
O ,.1co
�F� GPy
i
ENLARGED COMPOUND PLAN
SCALE 1 "=10' -0"
C:AN
o
ONE ALLIED DRIVE Little Rock, Arkansas 72202
Office (501) 661-8500 Fax (501) 661-8556
F es: U YLON LOO o G' 929 AR ° aSQS
SHEET T>r IM: STE PLM
DENOMED BY. HERITAGE
REVMKM
CELL W:
MSA
DRAWN 9'a; HERITAGE
REV. 1: 6-9-97
CHECM, R'V: DLW
s.00' 8' HIGH WOOD PRIVACY
B 690.
OF:
I
I
FM 97003C2
—1000 FENCE, TYP
`u�
s
NOTE:
S
88'33'15"E
0 - SET 5/8" REBAR & CAP
o1,
® = SET NAI,-
20 00'
LO
o
( N
GATS 12 I
— MONOPOLE NO
FOUND 1 /2"' REBAR (
i GUY WIRES REQUIRED)
TBM EL.= 278.18'-�
PAGIS MONUMENT #2090-0146
Uj
BRASS CAP IN CONCRETE
IEDGE
GRAVEL COMPOUND AREA BEHIND
WATER VALVE
It
N
OF {
ot
ahEXISTING CURB & GUTTER
SHELTER I
I AROUND MONOPOLE
0
�$-A
66 AO
ELEVATION OF TOP OF FOUNDATION
SLAB FOR UNOCCUPIED EQUIPMENT
FOUND 1/2" REBAR
FOUND 1/2" REBAR
SHELTER EQUALS 281.00
N 7T32'S4"W—�}
4.62'
SEE ENLARGED COMPOUND PLAN
FOR MORE INFORMATION
EXISTING
ASPHALT
EXISTING
ASPHALT
CONCRM P,
TW WNPST FM
FOUND 1/2" REBAR
"1
III � 111
' S 81 11,23,.W 58.71
/ FOUND 1/2" REBAR
b'5.bl
'
UND 1/2" REBAR
I uI 'FOUR 12" GUMS
'1- ` 8' GUM
i
x � 12'" GUM
I O
r
3
s
n
1 o
\ N
O
i !n
8" HACKBERRi
Y
U J
18" ELM
---*-r.,FOUND 1/2" REBAR
� 1
GEODETIC
20' 0' 20
SCALE IN FEET
I " = 20'
G�
1100P
0 �
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 Bell 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
N- 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
PCO
REV -1. 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
AGF'
� o
O ,.1co
�F� GPy
i
ENLARGED COMPOUND PLAN
SCALE 1 "=10' -0"
C:AN
o
ONE ALLIED DRIVE Little Rock, Arkansas 72202
Office (501) 661-8500 Fax (501) 661-8556
F es: U YLON LOO o G' 929 AR ° aSQS
SHEET T>r IM: STE PLM
DENOMED BY. HERITAGE
REVMKM
CELL W:
MSA
DRAWN 9'a; HERITAGE
REV. 1: 6-9-97
CHECM, R'V: DLW
B 690.
OF:
CaORDER NO. 6056103
o&TE. 3-28-97
FM 97003C2