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L=316.55
Tan=202.41
A=90°41'10"
C=284.53
CB=S42°42'09"E
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0
SS
L
6940
6920
ELEV
00
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60' R.n.W. -�
22' SPHALT
2' RAVEL
SHO LDERS
L
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50.20'
3139 —
ss
0
i / /
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z /
/
LOW POINT ELEV = 692215
LOW POINT STA = 1+71.67
PVI STA = 1+80
PVI ELEV = 6921.57
PVI STA = 5+50
PVI ELEV = 6931.93
A.D. = -1.50
SS
HIGH POINT ELEV = 6938.06
HIGH POINT STA = 10+43.33
PVI STA = 10+50
PVI ELEV = 6938.43
A.D. = -3.00
K = 33.33
3139
i
r
0
1
NOI10
30'
R30'
(epi Ss.
ALLY L E��
3139
PVI STA = 12+00
PVI ELEV = 6935.88
K = 76.92
313
0
N.)
co co LI
cri
ss
cri
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
SPRING VALLEY DRIVE
(STATIONING IS CENTERLINE)
9+00
10+00
11+00
12+00
13+00
14+00
PVI ELEV = 6928.50
60
KEY MAP
30
GRAPHIC SCALE
60
120
240
LEGEND
5760
(5760)
PROPOSED ASPHALT
EXISTING 2' CONTOUR
EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED 10' CONTOUR
PROPOSED CULVERT
EXISTING/PROPOSED EASEMENT
PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
EXISTING SEWER MANHOLE
6940
Ln
co
ro
6920
DATUM ELEV
6910. 00
ro
SCALE
EXISTING
SURFACE
PROPOSED SURFACE
to
cd
co
PROPOSED
ELEVATION
1.6
1+00 2+00 3+00
SPRING VALLEY PLACE
ELEV = 6922.71
00
00
1-0
0
OR 534-06700 IN METRO DENVER
Lik.D c0
al-
wOuZ
NO. DATE REVISION BY
CO
0
0
10/29/04
IGH COUNTRY ENGINEERING, INC.
cv
co
0
NO
0
itt
re
co
N
to Id
CO
Ch
X 0
>-
UJ
LLJ
CO
ict
ix 0 -
PROJECT NO.
2041025
0516
lmgh
(ii
Cri
E: 6937.58
CS: 11+50
in
II
BM
-2.007
_____4;
SPRING
VALLEY PLAC
EXISTING ELEVATION
-\
PROPOSED
PROPOSED
ELEVATION
SURFACE
HORIZ:1=60'
-,SCALE
STA:
f -Ar ---r-
1+29.1
CD
RI
INV.
INV.
c`i
CO
IN=6918
OUT=69
Ni
01
6923.5
6924.9
6924.93
6926.3
6926.33
6927.7
6927.73
6929.1
6930.6
6932.0
, 6933.0
In VD
CD
6933.23
6934.4
ro
CO
ro
6935.8
1-
6938.0
6938.4
6938.0
co
6935.71
6934.4
6932.9
CO
6929.8
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
SPRING VALLEY DRIVE
(STATIONING IS CENTERLINE)
9+00
10+00
11+00
12+00
13+00
14+00
PVI ELEV = 6928.50
60
KEY MAP
30
GRAPHIC SCALE
60
120
240
LEGEND
5760
(5760)
PROPOSED ASPHALT
EXISTING 2' CONTOUR
EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED 10' CONTOUR
PROPOSED CULVERT
EXISTING/PROPOSED EASEMENT
PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
EXISTING SEWER MANHOLE
6940
Ln
co
ro
6920
DATUM ELEV
6910. 00
ro
SCALE
EXISTING
SURFACE
PROPOSED SURFACE
to
cd
co
PROPOSED
ELEVATION
1.6
1+00 2+00 3+00
SPRING VALLEY PLACE
ELEV = 6922.71
00
00
1-0
0
OR 534-06700 IN METRO DENVER
Lik.D c0
al-
wOuZ
NO. DATE REVISION BY
CO
0
0
10/29/04
IGH COUNTRY ENGINEERING, INC.
cv
co
0
NO
0
itt
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to Id
CO
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PROJECT NO.
2041025
0516
lmgh
LLEGEND
TC
T
GET
C >
LOT 1
ss / ss
H{
40/LF 30" ADS -N12
STA: 1+29.10
INV. IN=6918.9
INV. OUT=6918.5
8"W
8"W
ci
rt
o
N
o
22' AS HALT
2' GRA EL
SHOUL ERS
LOT 2
i
CI
f*1
n
LOT 20
LOT 21
LOT 19 \ \
\7
\
60
GRAPHIC SCALE
0 30 60 120
240
( IN FEET )
1 inch = 60 ft.
5760
(5760)
O
PROPOSED ASPHALT
EXISTING 2' CONTOUR
EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
PROPOSED 10' CONTOUR
PROPOSED CULVERT
EXISTING/PROPOSED EASEMENT
PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
EXISTING SEWER MANHOLE
PVI STA = 55+00
PVI ELEV = 6918.68
A.D. = 1.50
K = 33.33
ti
PVI STA = 52+50
PVI ELEV = 6914.18
A.D. = -0.60
K = 83.33
6960
\
\
\
\
\
\
\
\
\
X6900)
\
\ \
\ \
\ \
\ \
\ \
\
\
PVI STA = 49+00
PVI ELEV = 6905.78
10
N
4
II
w
\
\
/
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1 \ \ \
\ \ \ \
\ \ \
,; \ EW 3,co y
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ct:\ �. I I
(06
50 LF 54" ADS -N12
STA: 45+61.40
INV. IN=6893.7
INV. OUT=6893.2
LOW POINT ELEV = 6902.40
LOW POINT STA = 45+50
PVI STA = 45+50
•
/
/
/
(C)0
R=1350.00 ��� \
L=1205.09
Tan=646.02 \
x=51°08'44" \
C=1165.48
CB=N63°31'29"W
PVI STA = 42+40
PVI ELEV = 6905.38
A.D. = 7.00
K = 7R 57
\
\
\
0
i
PVI STA = 40+30
PVI ELEV = 6922.18
A.D. = -6.00
K = 33.33
200.00' VC
A.D. =
K =
1.40
57.14
50.00' VC
PVI ELEV
A.D. =
= 6902.28
2.00
50.00' VC
200.00'
VC
W
'
N
LO
K =
25.00
00
+
.ct
o
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STA: 45+61.40
INV. IN=6893.7
117
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w
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EXISTING
SURFACE
6�
o
PROPOSED
SURFACE
SPRING
56+28.78 ELEV:
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VERT: 1'-30'
HORIZ:1'-60'
SURFACE
SCAT F
e
PROPOSED
SURFACE
EXISTING ELEVATION\
O
/PROPOSED
ELEVATION
6930.3
c0
M
6926.7
Ln
M
EXISTING ELEVATIONEXISTING
6922.1
.98
6920.7
ELEVATION
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r
(7)
6N
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6915.8
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6924.7
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50.00' VC
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END
CONSTRUCTION
STA:
SPRING
56+28.78 ELEV:
VALLEY DRIVE
6922.88
o
A Q.
-
' �'•
_
SCAT
_
VERT: 1'-30'
HORIZ:1'-60'
PROPOSED
SURFACE
EXISTING ELEVATION\
/PROPOSED
ELEVATION
6930.3
c0
M
6926.7
Ln
M
r7
M
6922.1
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6920.7
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(7)
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6915.8
6914.2
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c0
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58+00
57+00
56+00
55+00
54+00
SPRING VALLEY ROAD
(STATIONING IS CENTERLINE)
53+00
52+00
51+00
50=
48+00
47+00
46+00
45+00
44+00
SPRING VALLEY ROAD
(STATIONING IS CENTERLINE)
43+00
42+00
41+00
40+00
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13
BERKELEY FAMILY LIMITED PARTNERSHIP �COUv HIGH COUNTRY ENGINEERING, INC.
GARFIELD COUNTY, COLORADO .Z`-07,174 !t,
14 INVERNESS DRIVE EAST, STE F-120, ENGLEWOOD, CO 80112
E
LAKE SPRINGS RANCH P.U.D. H ,1 1 PHONE (303) 9250544 FAX (303) 925-0547
SPRING VALLEY ROAD 14'
2" 1517 BLAKE AVENUE, STE 101, GLENWOOD SPRINGS, CO 81601
PHONE (970) 9458676 FAX (970) 9452555
PLAN AND PROFILE ��NEEFtN�� WWW.HCENG.COM
CD
I
114
GRAPHIC SCALE
60 0 30 60 120 240
\\\
( IN FEET )
1 inch = 60 ft.
/
LEGEND
KEY MAP
PROPOSED ASPHALT
EXISTING 2' CONTOUR
5760 EXISTING 10' CONTOUR
PROPOSED 2' CONTOUR
(5760) PROPOSED 10' CONTOUR
PROPOSED CULVERT
EX I ST I NG/PROPOSED EASEMENT
PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
Q EXISTING SEWER MANHOLE
PVI
HIGH POINT ELEV = 6954.91 PVI
HIGH POINT STA = 26+57.46
HIGH POINT ELEV = 6940.24 LOW POINT ELEV = 6939.43 HIGH POINT ELEV = 6942.36 LOW POINT ELEV = 6935.52 PVI STA = 28+80 PVI STA = 26+40
PVI ELEV = 6955.48 LOW POINT ELEV = 6941.68
HIGH POINT STA = 35+95 LOW POINT STA = 35+16.67 HIGH POINT STA = 33+71.47 LOW POINT STA = 31+58.93 PVI ELEV = 6950.68 A.D. = -7.10 LOW POINT STA = 23+19.01 50.00' VC
PVI STA = 36+20 PVI STA = 35+00 PVI STA = 33+60 PVI STA = 31+30 A.D. = -6.00 K = 11.27 n
PVI STA = 23+20
PVI ELEV = 6940.73 PVI ELEV = 6938.93 PVI ELEV = 6943.13 PVI ELEV = 6930.68 K = 16.67+
A.D. = -8.00 A.D. = 4.50 A.D. = -8.41 A.D. = 13.41 PVI ELEVD= Nco
STA = 21+80
ELEV = 6946.16
A.D. = -4.00
K = 12.50
in
°'
+
N
71 -
,t
PVI STA = 38+50
80.00' VCN
10.106939.16
co
K = 10.00 K = 22.22 K = 9.51 K = 22.37
PVI ELEV = 6925.78 1
4.50
100.00' VC
op co
co O co
K= 19.80 v
w U
m
v
m
A.D. =
K= 22.22
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TA: 22+72.C4
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