HomeMy WebLinkAboutZ-4363 Map 5x 62. 68
Y 60.53
/ POLE NO. S. W. BELL
0 / 60.86 60.07 S 88031' E 150.00'
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0 61.3 I I 60.6
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DUMPSTER I I I 60• B
AREA
I I I 11'
1 26 160.80
52 I I I
S2 O 38 39
10 K DIESEL - - - - - - - - - - -
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60. 3
59. 7
n
\ Sa
0
59.85
53
0
60. 0
X sa. 07
0 I 28 L
32
i ss. 1 s
m -
6' WATER N �- -- 58.25 ---------
INLET AT CURB ELEV.4S8.7S-
THROAT ELEV.457.67
S2 DEPTH IS RPPROX 2.5(
Ul
CE
a
m
8' GAS
59. 45
C. 0. 0-
59.
59. 4
14
Doo
60.3 A ( 59-S
X 59. 04
x
51'-0"'
EXIST. TREE
TO REMAIN
52 n
I I
60.0 I I
I I
I 26 I
I I
I I
59. 2q fi
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SOD -y
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58 7
TEL.
BOOTH
v
C. 0. m
m
4'PVC X.58.83
-6' --
UI (•7
>
0
T. I. vl nmi
59.9 S9. 1
X 58.73
i
4'PVC- - - l ry - - 6'PVC -
\ \61 A
5934_ _ 58. 77 -
N 88' 31 ' W 150. 0'
12' STORM DRAIN Wm, /
-------A-- .�C ---- 52-----
58.46 1
MARKHAM STREET
63'
N
X 56. 44
J X 56.36
OPOLE NO• S. W• BELL
POIF283
1
OI
I O
1
52 I o
3
8r
X 50.01
X 58.00
N` =��affiol
0
X 56.33
X 56. so
X 56.88
X 55-41
X 55. 64
X S6. 53
¢ INLET AT CURB ELEV.4S7.28
THROAT ELEV. 4S6.62
FL ELEV.4S4.53
GENERAL NOTES
ry t7
O
i H
. U)
B. S. = BUILDING SUPPLIER 0 = OTHER
m
FF = FINISHED FLOOR ELEVATION
18-24'
O_')
T. I• = TOP OF ISLAND
I. UNLESS OTHERWISE NOTED. EXISTING IMPROVEMENTS
30 w I-
SHOWN ON SURVEY WHICH ARE NOT REUSED ON THIS
I
O
PLAN ARE TO BE REMOVED BY & BECOME THE PROPERTY
�
OF THE GENERAL CONTRACTOR EXCEPT AS FOLLOWS*
O
22
SIGNS: G.C. TO TRANSPORT TO EXXON STORAGE
W
rr
GO m
LOCATION• EQUIPMENT: CONSULT EXXON'S
PROJECT ENGINEER
W
EXIST U/G
TANKS
0ui
2. ALL UTILITY CONNECTIONS ARE TO BE LOCAL CODE.
C
TO REMAIN
18
�
SIGNS b. CONDUIT ONLY TO PUBLIC TELEPHONE BOOTH.
I
Lo �
o
?
^-
PAVING SPECIFICATIONS is DETAILS.
26
S. SEE DRAWING 1043 FOR YARD DETAILS.
W
I m
6. SITE PLAN SUPERCEDES ALL WORKING DRAWINGS.
0
u
j
J
o
OTHERWISE SPECIFIED.
CANOPY
m
I
BS
BS
CANOPY 48'-6'X 69'-4' (SPECIAL DESIGN)
Q
3
3
GC
E
SELF SERVE SIGN ON BOTH CANOPY COLUMNS (d -DIESEL)
x so. 01
4
GC
GC
CONCRETE ISLANDS -PRINT ISLANDS BLACK
C004-02
6
iv
E
o
1
I
El
❑
o
7
GC
E
TRRNSRC SYSTEM TCR -14
11
52
14
Sa
E
CANTILEVER "SPREADER BARS'
C004-02
�
TANK FIELD
r
GC
E
(11 FIBERGLASS TANKS (IOK) GAL. DIESEL
482-1. 1A
15a
v
GC
OBSERVATION WELL IN DIAGONAL CORNERS
17
GC
0
(1) 3/4 H.P. SUBMERGED TURBINE PUMPS WITH LEAK DETECTORS 482-1.IR
18
GC
GC
FIBERGLASS PRODUCT PIPING AND VENT LINES
oI
N
DRIVE SURFACES
z
.
I N
GC
X 59-63
6' CONCRETE W/ 6x6-6/6 WWF
60. 3
59. 7
n
\ Sa
0
59.85
53
0
60. 0
X sa. 07
0 I 28 L
32
i ss. 1 s
m -
6' WATER N �- -- 58.25 ---------
INLET AT CURB ELEV.4S8.7S-
THROAT ELEV.457.67
S2 DEPTH IS RPPROX 2.5(
Ul
CE
a
m
8' GAS
59. 45
C. 0. 0-
59.
59. 4
14
Doo
60.3 A ( 59-S
X 59. 04
x
51'-0"'
EXIST. TREE
TO REMAIN
52 n
I I
60.0 I I
I I
I 26 I
I I
I I
59. 2q fi
I x I
' )
SOD -y
I
58 7
TEL.
BOOTH
v
C. 0. m
m
4'PVC X.58.83
-6' --
UI (•7
>
0
T. I. vl nmi
59.9 S9. 1
X 58.73
i
4'PVC- - - l ry - - 6'PVC -
\ \61 A
5934_ _ 58. 77 -
N 88' 31 ' W 150. 0'
12' STORM DRAIN Wm, /
-------A-- .�C ---- 52-----
58.46 1
MARKHAM STREET
63'
N
X 56. 44
J X 56.36
OPOLE NO• S. W• BELL
POIF283
1
OI
I O
1
52 I o
3
8r
X 50.01
X 58.00
N` =��affiol
0
X 56.33
X 56. so
X 56.88
X 55-41
X 55. 64
X S6. 53
¢ INLET AT CURB ELEV.4S7.28
THROAT ELEV. 4S6.62
FL ELEV.4S4.53
GENERAL NOTES
LEGEND
O
E = EXXON G.C. = GENERAL CONTRACTOR
B. S. = BUILDING SUPPLIER 0 = OTHER
7
FF = FINISHED FLOOR ELEVATION
18-24'
T. I• = TOP OF ISLAND
I. UNLESS OTHERWISE NOTED. EXISTING IMPROVEMENTS
SHOWN ON SURVEY WHICH ARE NOT REUSED ON THIS
DRAWING NUMBER
PLAN ARE TO BE REMOVED BY & BECOME THE PROPERTY
OF THE GENERAL CONTRACTOR EXCEPT AS FOLLOWS*
SIGNS: G.C. TO TRANSPORT TO EXXON STORAGE
rr
GO m
LOCATION• EQUIPMENT: CONSULT EXXON'S
PROJECT ENGINEER
0ui
2. ALL UTILITY CONNECTIONS ARE TO BE LOCAL CODE.
C
3. G.C. TO PROVIDE CONDUIT & WIRING TO ALL EXXON d. D.
I-- z
SIGNS b. CONDUIT ONLY TO PUBLIC TELEPHONE BOOTH.
Lo �
4. SEE DRAWING SERIES 80025 FOR ASPHALT & CONCRETE
^-
PAVING SPECIFICATIONS is DETAILS.
S. SEE DRAWING 1043 FOR YARD DETAILS.
6. SITE PLAN SUPERCEDES ALL WORKING DRAWINGS.
7. ALL ISLANDS ARE SELF SERVE UNLESS
OTHERWISE SPECIFIED.
CANOPY
I
BS
BS
CANOPY 48'-6'X 69'-4' (SPECIAL DESIGN)
3
GC
E
SELF SERVE SIGN ON BOTH CANOPY COLUMNS (d -DIESEL)
806-1
4
GC
GC
CONCRETE ISLANDS -PRINT ISLANDS BLACK
C004-02
6
GC
E
DISPENSING EQUIPMENT:(4) MPD -C
576-2
(1) ELECTRONIC DIESEL DISPENSERS
7
GC
E
TRRNSRC SYSTEM TCR -14
576-2
14
GC
E
CANTILEVER "SPREADER BARS'
C004-02
TANK FIELD
15
GC
E
(11 FIBERGLASS TANKS (IOK) GAL. DIESEL
482-1. 1A
15a
GC
GC
OBSERVATION WELL IN DIAGONAL CORNERS
17
GC
E
(1) 3/4 H.P. SUBMERGED TURBINE PUMPS WITH LEAK DETECTORS 482-1.IR
18
GC
GC
FIBERGLASS PRODUCT PIPING AND VENT LINES
482-1.IA
DRIVE SURFACES
22
GC
GC
6' CONCRETE W/ 6x6-6/6 WWF
80025-1.2
26
GC
GC
6' REINFORCED ROLL CURB
80025-1.2
YARD AREA
28
GC
E
(41 NEW YARD LIGHT FIXTURES & POLES: PAINT BLACK
1043
30
GC
E
AIR/WATER/LIGHT UNIT
1043
32
E
E
LANDSCAPE PLANTING
33
GC
E
INSTALL (2) I.D./PRICE SIGN FRAME to POLES: PRINT BLACK
721-1
SIO SO. FT. I. D. /22 SO. FT. DIESEL PRICE/SO SQ. FT. PRICE/
22 SQ. FT. SNACK SHOP
BUILDING
38
GC
GC
WATER. SEWER, TELEPHONE. ELECTRICAL CONNECTIONS PER
EXXON SPECIFICATIONS to LOCAL CODES
39
BS
BS
BUILDING STYLE -CONVENIENCE SHOP 24'X 44'
52
GC
GC
EXISTING TO REMAIN
53
GC
GC
NEW REMOTE FILL -ALIGN W/EXIST. TANK FILLS
LEGEND
O
EXIST. TO REMAIN
7
ANDORRA JUNIPER
18-24'
R•11r*1
I.
2.
3.
4.
5.
ALL LANDSCAPED AREAS TO RECEIVE R 16'1 SIX INCH
LAYER OF COMPACTED TOP SOIL.
ALL PLRNT MATERIAL TO BE BALLED 4 BURLAPPED
AND CONFORM TO U.S.R. STANDARD FOR NURSERY STOCK
U.S.A. 2 60.1-1969.
SHRUBS SHALL BE PLANTED IN PITS WITHIN THE BED
ONE FOOT GRERTER THAN THE SPREAD OF THE ROOTS AND
18' DEEP BELOW FINISH GRADE. OR AS DEEP AS IS
NECESSARY TO PROPERLY SET THE PLANT AT FINISH GRADE.
THE DEPTH OF THE PLRNTING PIT SHALL BE ADJUSTED RS
NECESSARY TO PERMIT R MINIMUM OF (3') THREE INCHES
OF TOP SOIL UNDER BALL OF ALL PLANTS.
TOPSOIL USED FOR PLANTING SHALL BE A MIXTURE OF
THREE PARTS TO ONE PART PERT.
IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED.
RLL TREE A SHRUB PITS SHALL BE MULCHED WITH R (2'I
TWO INCH LAYER OF PINE BARK. THE LIMIT OF THIS MULCH FOP
TREES SHALL BE AREA OF THE PIT d FOR SHRUBS IN BEDS.
THE ENTIRE AREA OF SHRUB BED.
2'x2'xl
STAKES- STA11
2' P 11
(MULCH
GROUNI
TEMPORARY
SAUCER
BRLL DETAIL
NOT TO SCRLE
DATE REVISIONS BY CHK E7f�ON COMPANY, U.S.A. A DIVISN)N OF EaON CORPORATION
Marketing DePertffe+Tt Real Estate & Engineering
DATE 9-17-84 S ITE/GRADING PLAN
DRAWN BY LGL
CHK BY AHS MARKHAM b MC K I NLEY STREET
SCALE I ' _ : - PULASK I COUNTY, ARKANSAS
I PIECES OF REINFORCED
3BER HOSE 6 s14 GR WIRE
PROJECT NO.
DISC NO -
39 9 E3
0.39/398
RAS NO.
5-8153
DWG. NO.
1 OF 2