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PAVING SPECIFICATIONS & DETAILS.
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MARKHAM STREET
28
32
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52 _
63'
MARKHAM STREET
X S6. 53
¢ INLET AT CURB ELEV.457.28
THROAT ELEV. 456.62
FL ELEV.454.53
DATE
LEGEND
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GENERAL NOTES
E = EXXON G.C. = GENERAL CONTRACTOR
7
B.S. = BUILDING SUPPLIER 0 = OTHER
18-24•
FF = FINISHED FLOOR ELEVATION r
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*-
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m m
SIGNS: G.C. TO TRANSPORT TO EXXON STORAGE
LOCATION. EQUIPMENT: CONSULT EXXON'S
PROJECT ENGINEER
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2. ALL UTILITY CONNECTIONS ARE TO BE LOCAL CODE.
3. G.C. TO PROVIDE CONDUIT h WIRING TO ALL EXXON I. D.
SIGNS & CONDUIT ONLY TO PUBLIC TELEPHONE BOOTH.
4. SEE DRAWING SERIES 80025 FOR ASPHALT & CONCRETE
PAVING SPECIFICATIONS & DETAILS.
S. SEE DRAWING 1043 FOR YARD DETAILS.
6. SITE PLAN SUPERCEDES ALL WORKING DRAWINGS.
7. ALL ISLANDS ARE SELF SERVE UNLESS
X 55.41
OTHERWISE SPECIFIED.
CANOPY
1
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
a
7
GC
E
TRRNSRC SYSTEM TCR -14
576-2
14
GC
E
CANTILEVER 'SPREADER BARS"
C004-02
TANK FIELD
1S
GC
E
(I) FIBERGLASS TANKS (10K) GAL. DIESEL
482-1. 1R
150
GC
GC
OBSERVATION WELL IN DIAGONAL CORNERS
17
GC
E
(1) 3/4 H.P. SUBMERGED TURBINE PUMPS WITH LEAK DETECTORS 482-1.1A
18
GC
GC
FIBERGLASS PRODUCT PIPING AND VENT LINES
482-1.1A
DRIVE SURFACE S
22
GC
GC
6' CONCRETE W/ 6x6-6/6 WWF
80025-1.2
X SS. 64
26
GC
GC
6' REINFORCED ROLL CURB
80025-1.2
YARD AREA
28
GC
E
(4) NEW YARD LIGHT FIXTURES h POLES: PRINT BLACK
1043
30
GC
E
RIR/WRTER/LIGHT UNIT
1043
32
E
E
LANDSCAPE PLANTING
33
GC
E
INSTALL (2) I.D./PRICE SIGN FRAME & POLES: PRINT BLACK
721-1
40 SO. FT. I. D. /22 SO. FT. DIESEL' PRICE/50 SO. FT. PRICE/
22 SO -FT. SNACK SHOP
BUILDING
38
GC
GC
WRTER, SEWER, TELEPHONE. ELECTRICAL CONNECTIONS PER
EXXON SPECIFICATIONS & LOCAL CODES
39
BS
BS
BUILDING STYLE -CONVENIENCE SHOP 24'X 44'
52
GC
GC
EXISTING TO REMAIN
53
GC
GC
NEW REMOTE FILL-RLIGN W/EXIST. TANK FILLS
X S6. 53
¢ INLET AT CURB ELEV.457.28
THROAT ELEV. 456.62
FL ELEV.454.53
DATE
LEGEND
O
EXIST. TO REMAIN
7
ANDORRA JUNIPER
18-24•
NOTES:
I. ALL LANDSCAPED AREAS TO RECEIVE A 16') SIX INCH
LAYER OF COMPACTED TOP SOIL.
2. ALL PLANT MATERIAL TO BE BALLED & BURLRPPED
AND CONFORM TO U.S.R. STANDARD FOR NURSERY STOCK
U.S. R. z 60. 1-1969.
3. SHRUBS SHALL BE PLANTED IN PITS WITHIN THE BED
ONE FOOT GREATER THAN THE SPREAD OF THE ROOTS AND
IS' DEEP BELOW FINISH GARDE. OR AS DEEP AS IS
NECESSARY TO PROPERLY SET THE PLANT RT FINISH GRADE.
THE DEPTH OF THE PLANTING PIT SHALL BE ADJUSTED AS
NECESSARY TO PERMIT R MINIMUM OF 13') THREE INCHES
OF TOP SOIL UNDER BALL OF ALL PLANTS.
4. TOPSOIL USED FOR PLANTINO SHALL BE R MIXTURE OF
THREE PARTS TO ONE PART PEAT.
S. IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED.
ALL TREE & SHRUB PITS SHALL BE MULCHED WITH A 12'1
TWO INCH LAYER OF PINE BARK. THE LIMIT OF TH 13 MULCH FOR
TREES SHALL BE AREA OF THE PIT a FOR SHRUBS IN BEDS.
THE ENTIRE AREA OF SHRUB BED.
2'x2'xe' WOOD
STAKES- STAIN BROWN
2' PINE BARK
(MULCH) IF NO
GROUND COVER
TEMPORARY
SAUCER
r
BALL DETAIL
NOT TO SCALE
REVISIONS BY CHK E ON COMPANY, U.S.A. ADINs10NOFEXXON CORPORATION
Marketing Department Real Estate & Engineerirq
DATE 9-1--84
SITE/GRADING PLAN
DRAWN BY LGL
CHK BY ;HS MARKHAM & MC K I NLEY STREET
SCALE 1,1c), PULASK I COUNTY, ARKANSAS
12) PIECES OF REINFORCED
RUBBER HOSE A •14 OR WIRE
PROJECT NO.
DISC NO_
397/398
RAS NO.
5-8153
DWG. NO.
1 OF 2