HomeMy WebLinkAboutSITE PLAN 2 - 19-00040 - 112 N 2nd W - Parking LotUNDISTURBED EARTH
12" OF UNCRUSHED AGGREGATE
2 1/2" OF PLANT MIX PAVEMENT
(HVEEM CLASS II 125 MM 58-28 BINDER)
3" OF TYPE I CRUSHED AGGREGATE
ROAD SECTION (OR OTHER APPROVED)
KEY
OPTIONAL CURB PROFILE (OR OTHER APPROVED)2 % SLO
P
E
2 % SLOP
E
2 % SLOPE
2 % SL
O
P
E
2 %
SL
O
P
E
2 %
SL
O
P
E
2% SLOPE
2 % SLO
P
E
2 % SLO
P
E
N
117
'-1 1 /2 "
78
'-11 5 /8 "
36
'-1 5 /8 "
21
'-4 1 /2 "
24
'
81
'-10
5 /8 "
28
'-8 7 /8 "
24
'
20
'
23
2
'-2 3 /4 "
82'-45/8"34'-111/4"
117'-4"
7'5'14'-6"
20
0
'
6"
16
"
4"TOP OF ASPHALT
TOP OF LANDSCAPED GRADE
6 " RADI
U
S
(2) #4 BAR
ASPHALT
LANDSCAPING
CONCRETE CURB
10% SNOW STORAGE
PROPERTY LINE:
:INDICATES FLOW OF TRAFFIC
CONCRETE SIDEWALK
LANDSCAPE DRAINAGE SWALE
8 X 16
CO
M
P
A
C
T
9X20
(WHOLE ROW)
9X20
(WHOLE ROW)
9 X 20
9 X 22
PA
R
A
L
L
E
L
APX
GRAD
ECRO
W
N
9 X 20
580^3 FT
300^3 FT
8 X 16
0 5'10'20'SCALE: 1" = 10'1 SITE PLAN
SITE PLAN NOTE:
1. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
2. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION
3. LOCATION OF UTILITIES AND THEIR EASEMENTS SHOULD BE CONFIRMED BY THE
CONTRACTOR
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SHEET 2
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