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KEY NOTES
CD
CD
Sp,WCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT (APPROX. 890 SF) REPLACE
WITH IMPROVED ASPHALT PAVED ACCESSIBLE ROUTE OF TRAVEL.
I
SAWCUT AND DEMOLISH EXISTING ASPHALT PAVEMENT (APPROX. 160 SF)
LANDSCAPE AREA: EUPHORBIA CHARACIAS, 36" O.C., 1 GAL POTS
CIJ CONCRETE CURB FULL PERIMETER OF LANDSCAPED AREA. REFER TO DETAIL
SECTION 4/A1.02
CI:) 10'-0" HIGH CHAIN LINK ENCLOSURE. REFER TO ELEVATIONS/DETAILS ON SHEET
A1.02.
(I.) EXISTING GAS METER AND CHAIN LINK ENCLOSURE TO REMAIN.
(I) EXTERIOR CONCRETE PAD (APPROX. 560 SF) REFER TO DETAIL 1/A1.02.
CIJ EXISTING CURB CUT AND RAMP TO REMAIN.
CTI MECHANICAL UNIT PER MECHANICAL.
CD EXISTING VERSATILE PAVERS TO REMAIN.
~ PROVIDE EVENLY SPACED TOOLED CONTROL JOINTS PER PLAN.
CID PROVIDE 5'-0" MIN WIDTH ACCESSIBLE ROUTE OF TRAVEL WITH 1 :20 MAX
RUNNING SLOPE AND 1 :48 MAX CROSS SLOPE.
c::JI) CATEGORY 3 WETLAND BOUNDARY
c:JL) WETLAND 25'-0" BUFFER
CJ.D CLEAN AND REPAIR EXISTING 4'-0" HIGH EXTERIOR MASONRY WALL
SITE PLAN ANALYSIS
EXISTING BUILDING = 13,710 SF (EXISTING TO REMAIN -NO CHANGE)
PAVING/IMPERVIOUS ANALYSIS =
LANDSCAPE AREA REPLACES EXISTING ASPHALT PAVING WITH
160 SF OF LANDSCAPING
IMPROVED ADA ACCESIBLE ACCESS FROM PARKING LOT REPLACES
890SF OF EXISTING ASPHALT SURFACING
NEW MECHANICAL UNIT CONCRETE PAD OF 560 SF
TOTAL NEW+REPLACED IMPERVIOUS IMPROVEMENTS = 1,610 SF
f1\~P_H_O~T_O ______ __
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CD PHOTO 2 1-----------
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3L------------------------+--~----~------------------------:_--------------------~--r_--~--------------~
0034 r-;;;;;;;:;;;-,
RtvlSJONS
REV. 8/14/2014 '
D.lTE
07.11.2014
BCR.\ NO.
12207
12207A1.01.DWG
SHm lIIl£
ARCHITECTURAL
SITE PLAN
BeRA
SHEET
A1.01
PERMIT SET