Overall Site Plana
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DUMPSTER PAD PAVEMENT >> rr� — —
PROPOSED 8" 4,000 PSI CONC. 4 28 DA'((--) WITH I
#3 BARS Ca 18" 0 C.EW. �I I
HEAVY DUTY PAVEMENT �' I
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PROPOSED 7" 3,600 PSI CONC. Cd) 28 DAYS WITH � I
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LIGHT DUTY PAVEMENT
�'ROL,CSED 6" 3,600 PSI CONC. 6§ 28 DAYS WITH \
#3 HAR 1 4 18" O.C.E.W. 0 60 120 \
SIDEWALK PAVEMENT I
PROP( SED 4" 3,500 PSI CONC. W 28 DAYS WITH
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HC:,ONTRACiOR RNLI_ DOWEL & EPDXY #4 X 24" SMOOTH BARS
� 24" ;FN TERS AL()NG ALi_ PROPOSED TO EXISTING CONCRETE
GOES W/ 3114" EXPAN`+ION JOINT & SELF LEVELING JOINT SEALING
�OMPO'iND.
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L_E'CELINC JOINT SEALING COMP {:FUND BETWEEN THE PROPOSED
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FLOODPILAIN
XI - T'NG 100 - YR FLOODPLAIN PER FEMA FIRM PANEL
Lts Hn eJm SSW WA rA.
#481 700155) EFFECTIVE DATE AUGUST 23, 2001
PRFI- IMINAR'r 'CO -YR FLOODPLA!N PER FEMA FIRM
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P A. NE #4`T113C0030L PREFIMINAR'r DATE JUNE. 22, 2007
= ROPT�_)ED 1CO- YR FLOODPI AIN PER CONDITION4�
LETTER O" MAP REVISION (CLOMR)
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