HomeMy WebLinkAboutSDP201100047 Plan - Revision Letter of Revision 1 2021-10-29FUELING STATION I W HEAVY k"' ) No 10.00' � Y A o
SIGNS i DUTY 10.00' o o (TYP) ED c U N T
ELECTRIC I PAVEMENT (TyP)
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24.00' "
PLANTER BOX I 8.50' 9 �i _ 9
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PERMEABLE —%a (TYP) ^ rn o �N
IF THIS DRAWING IS A REDUCTION IF PAVERS ' D II - 2' PARKING 8.50' o o A V)z
GRAPHIC SCALE MUST BE USED Z I o o Z
IN OVERHANG (TYP)
SCALE: 1" = 30' ) o' �� (TYP) o u, O
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1 , REVISED BUS SHELTER LOCATION JDB 10 28 21 DESIGNED BY: PROJECT. REVISION NUMBER:
car STONEFIELD TOWNCENTER
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ASSOCIATES
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221031.00 CIVIL V. 1 8123121 i OF 1
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THIS DRAWING HAS BEEN GENERATED AND IS
MAINTAINED BY A CAD SYSTEM. CHANGES
SHALL ONLY BE INCORPORATED AS DIRECTED
BY TOLAR MANUFACTURING CO., INC.'S
ENGINEERING DEPT.
GENERAL NOTES:
1, ALL STRUCTURAL STEEL, UNLESS ❑THERWISE
NOTED, SHALL BE ASTM A-36, MINIMUM
YIELD STRENGTH 36,000 PSI.
2, ALL ALUMINUM MEMBERS, UNLESS ❑THERWISE
NOTED, SHALL BE OF ALLOY 6063—T5,
3, ALL HOLES SHALL BE DRILLED OR PUNCHED.
4, STEEL WELDING SHALL CONFORM TO AMERICAN
WELDING S❑CIETY STANDARD D1. 1-80.
ELECTRODES SHALL CONFORM TO ASTM A233,
CLASS E70XX,
5, ALUMINUM WELDING SHALL CONFORM TO AMERICAN
WELDING S❑CIETY STANDARD D1, 2-97,
ELECTRODES SHALL CONFORM TO AWS/SFA 5.10
CLASS ER4043,
6, ALL WELDING TO BE DONE AT T❑LAR MANUFACTURINI
CO. INC, FACILITY,
PLT HRS 1/4 X 3
END ELEVATION
1/2 X 30 3/8
3/8 X 4 HRS F. B.
SECTION C-C
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