HomeMy WebLinkAboutC203 Ditch Improvement Plano v a::'
)oo,e:
E 0 +0Q 1. +20 ;07
1752.0
790
780
770
760
750
DATUM EJRV
740.00
0 +00
1+00
g\‘
2 +00
3 +00
4 +00
5 +00
6 +00
7 +00
8+00
poA..<
ao0
10+00
SCALE: 1"=50' HOR.
1"=5' VERT.
9 +00
10 +00
0 0
THIS WORK IS UNDER THE
JURISDICTION OF THE HAMILTON
COUNTY SURVEYORS OFFICE
25' UTILITY EAS
Y y.A LTON CARMEt
INST. #95a2 7-2-f
—tat. El`
cFV:
2.67'
6 +00 5 +85.98
11+00
1848.01
IM.
870
<000
100
874.1
N.P.
MFG
0B22
0
N)
N
N
N
PROPOSED GRADE
co
N
u)
N
N
N
N
EXISTING GRADE
0
0
N
rci
N
N
.4
M
N
0.144%
N
0
N
10
N
NO PAD
MINIMUM FINISH GRADE
LEGEND
6" S S.D.
EXISTING EDGE OF WOODS
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
MATCH EXISTING
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
PROPOSED 5' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
LOT NUMBER
PAD ELEVATION
PAD SIZE: 30'D
(UNLESS OTHERWISE NOTED)
PROPOSED 6" UNDERDRAINS
EMERGENCY FLOOD ROUTING
APPROXIMATE BORING LOCATION NUMBER
SCALE: 1"= 50'
0 RISER
PROPOSED 4" S.S.D.
m
z
CL
m m
6
U
N
0
0
0
0
0
0
Q N J
0
N
0
N)
N
0
w
L
H-
w
IC
X
z
0
z
10
w
10
z
0
z
J
W
U
SHEET NO.
C203
JOB NO. 43405