HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 21X11
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T.C.= 768.45
T.C.= 768.45
CURB INLET (TL
STR. #65
l9'99L ='C'1
EXISTING GRADE
REAMSIDE DRIVI
S
JJ bRANULAR
PROPOSED GR,
FULL DEPTH
BA
EXISTING 1d
44 L.F.
0.40%
12" R.C.P.
L
21 L
0.40%
12" R.C.P.
INV.= 765.01
CONTRACTO
F. PRIOR TO C
1769.071
CEPAIM
TO BE REMOVED
EX. STOP TO BE RELOCATED
768.771
PROPOSED R/W LINE
CHERRY CREEK BOULEVARD
SPRING CREEK
SEC. #3
INST. #9709700713
ti
0
Vs
x
0
SCALE: 1"=50' HOR.
1"=5' VERT.
780
770
760
DATUM ELEV
755.00
O
N
LOW POINT ELEV 768.45
LOW POINT STA 0 +07.24
PVI STA 0 +30
PVI ELEV 768.29
A.D. 4.97
K 12.07
0
w
v
w
60' VC
12" R.C.P.
INV.= 765.18
N co
a 00
r
co
780
PROPCSED GRADE
EXISTING GRADE
0 +50 0 +00
770
760
SCALE: 1"=50' HOR.
1" 5' VERT.
DATUM ELEV
755.00
ALL I\TERSECTIO\
DE
CKFILL
R.C.P. S.
R SHALL VERIFY
ONSTRUCTION
SCALE: 1"= 20'
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STATE OF
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SHEET NO.
C408
JOB N° 43405S5
ENGINEERS LAND SURVEYORS
CONSULTING
BVCE: 768.47
BVCS: 10+00
EVOS: 0+60
REVISIONS