HomeMy WebLinkAbout4.0 Paving & Drainage LayoutN.6.2
5 O
5 i0
5
Notes
1) Grade Orainsge 5wa/es To Conform To Typical Section
Z.) Swale Are To Para//e/ Existing Croons" Line
3.) No R,p -Rap Or Other Channel Fro/echo," Re.uireel
TYPICAL DRAINAGE SWALE SECTION
NTS
Drainage Swa/e For /00 yr
Excess = 3.8 C 141
4
h\�`eljr°e 5ev(risP
1°5
m=//Isl/l
0
z
4
2.85
2.4
51�
i
X195
Drainage 5wa/e
For /00 yr
Estes = 2 7c fs
\1�2
o\
Sj \
"2.
52p0
520 —
�J 1
r5220 htiti
t«h h'
h h)' htik %h`1! hti�°
Oroinage Swale For /00 yr
Excess = 3. / c
5220
5250
Jp�
LEGEND
5220
5
247
14.9
220
5A
if
58
rr
± —— • X X
DRAINAGE BOUNDARY
EXISTING CONTOUR LINE
STORM SEWER, INLET, MANHOLE,
0UTEALL
LOT NUMBER
BLOCK NUMBER
SHEET NUMBER
DRAINAGE STUDY REFERENCE
POINT
ACRES
TIME OF CONCENTRATION (MIN.)
2 YEAR FLOW (cfs)
STREET LIGHT, 250 WATT
HIGH PRESSURE SODIUM
STREET LIGHT, 150 WATT
HIGH PRESSURE SODIUM
DRAINAGE SWALE
BENCH MARK
0
DATE
II oN
AP ,OV
WILLOW CREEK VILLAGE
SECTION ONE
PAVING & DRAINAGE LAYOUT
Turner CoIIieCc5Braden Inc.
ur .unmg 1 ngitie •r,
•
I vnNlr HIM II/IN IgUNAPII
ADAMS
)
. v„I100
Dv, JUNE, 1981
8061-011
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