Undated Thorpe Rd Concept Ideas and Schematics7
1
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GOLF COURSE
PARKING LOT
18" RCP
L=32.0'
G= SDMH
IE= (OUTFALL) RIM=
IE=2010.50(N)
IE _
1,17
18" RCP
L =1482
G = .00135
SDMH TYPE 1
RIM =
IE = 2010.70 (W)
IE =
15" CMP (north ends
buried under pavement)
18" RCP
L =671'
G=
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2016.21
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201
3+00
W
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xIO7337 it
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T
4'X 6' PRECAST BOX,
HEAVY DUTY,
WITH 1-120 RATING
—x—x—x—x—x—x—x—x—x
1
G'
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x �72$f x2pc
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kk.5"
1E2011.41
APPROXIMATE EDGE OF
CREEK
CREEK LEVEL DURING FL".', ii ,•^':, ' .34 ON MARCH 18, 2011
CREEK LEVEL CURING FLOODING APPROX. 2011.47 ON JAN. 152011
CREEK LEVEL DUWNG CROSS SECTION SURVEY APPROX 200089 ON JUN. 25 2011
PROJECT BENCH MARK
RAILROAD SPIKE IN POLE
ELEV.= 2012,82
APPROXIMATE RIGHT-OF-WAY
EDC
c + d
EXISTING SWALES
I2'GATE + n,,t^30
-x—x_x—x—x—x—x—x—x—x—x—x—— —■—■—x—•—•—x--=L.>f—x—
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5
10.0x- XOUD��P
N-450' LONG, 8'40' WIDE DITCH,
2' WIDE BOTTOM,
3:1 SIDE SLOPES (MAX)
WATER LEVEL ELEV.= 2012.74
T
0" SA
GT
HAASE LANDSCAPING
SCALE 1"=30'
s+oo
�--
Iql •
11* 10' SA
zo
20113441E201141
NARK
IV POLE
ry
71.
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w
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10" SA
1
x281288
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0
T
'iY'1214(,dn'
WATER LEVEL ELEV.= 2012.74
Sot
P NG �\
PARKING LOT LOT
1 18" RCP
I ' L = 32.0'
L
1 E= (OUTFALL) RIM SDMH
1
\ \ 1 IE=2010.50(N) I _x =x
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, IE =__L - s
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7.9.4g
;OP 2'1'Q0 — — 2016.24
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— — — 2011.00
2015.67
w
2015.72
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SDMH TYPE 1
RIM =
18"RCP 1E=2010.70(W)
L=148.2' IE=
G = .00135
—x—x—x—x—x—x
2015.6190" SA
71,1-2532--
-MA,
2016.32 _
p1093(
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i aE rOu !
-. ,FLAW
SECTION A
LOOKING EAST
.205769
W
x.7014.0.�
1U" SA
THORPE R D.
G
T
APPROXIMATE EDGE OF
CREEK
CREEK LEVEL CURING FLOODING APPROX. 2011.34 ON MARCO 18, 2011
CREEK LEVEL DURfNG FLOODING APPROX. 2011.470NJAAL 19.2011
CREEK LEVEL DURING CROSS SECTION SURVEY APPROX 2008.89 ONJUN. 29, 2011
4' X 6' PRECAST BOX,
15" CMP (north ends 18" RCP HEA F120 ,
buried under pavement) L =67.1'
WITH H2O RATING
G=—x—x—x—x—x
x — x x_ ------1
—x—x—
w
PROJECT BENCH MARK
RAILROAD SPIKE IN POLE
ELEV.= 2012.82
APPROXIMATE RIGHT-OF-WAY
EDGE
EXISTING SWALES
12'GATE
— x — x — x — x — x — x — x — x — x — x — x — x —
0
X
'//77///Z i'7/. ;// CMP
�
4 �3 i/
L_�r •z
x201284 �� x201272 . X2nl.
10
jSAl
I4% SLOPE' I4 „�
• ■
ry�q.
x4,'2,2,
10" SA
16'±1;
T
7+0
//7
GB-qty../
f M. / 7,40 ''
X 2012.81
Gt /�
10x9 - 10" SA
c%�ii / 4% SLOPE G
1
\_ . T
/ 9+0u
x 201280
10" SA
WAY
450' LONG, 8'-10' WIDE DITCH,
2' WIDE BOTTOM,
3:1 SIDE SLOPES (MAX)
•7.
G
WATER LEVEL ELEV.= 2012.74
APPROX. OUTLINE OF FLOOD
HAASELANDSCAPING
SCALE 1"=30'
3
14 -1j2 -5-
11+
445-
1I+ 73