HomeMy WebLinkAbout08.0 As-built Road Plans & Profiles50
0
50
100
GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
HUEBINGER DRIVE
O
O
N
8
W
8
150
MOLT
6020
•
•
•
•
HIGHI POINT ELEV - 5982}20
HIGH POINT STA - 1+72.90
f�V1 ELEV • 5982.28 1
A.D. -' 1.00
K - 50.00
50.00' --VC --►
Q
n
0
LOW POINT ELEV y 5981.72
LOW NT STA = 2+97.98
P--Vl STA- -S•._3#14.82-
PV1 ELEV - 5961.55
p, - —1.50
K-88.89
100.00 VC
alb
41 STA - '8+71.14
F'VI ELEV - 5987.10
A.D. - -8.84
K - 87.22
460.00' VC
i
PVI ST ' 4+54.32
PSI _594245
A.D. —1.07
K 46.91
PVI STA - 5+35.28
PVI ELEV - 5984.62
A.D. - 1.33
K-37.68
50.00' VC --6=
EVCS: 11+01.14
N
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`PVf STA S 16+99.90
PVI ELEV 6029.93
A.D. - —2.18
K-138.71
4•'5
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9+50
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•
DATE
REVISION
MADE CHKD PD
BY BY
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14+00
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15+50
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16+50 17+00
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17'1'
AS—BUILT ROAD PLAN & PROFILE
HUEBINGER DRIVE
STATION 1+00 TO 17+50
SCALE:
HORIZ: 1” = 50'
VERT: 1" = 10'
DATE: SHEET
MAY 9, 1994 1 OF 9
DRAWN BY: CHKD BY: APPD BY:
MJG RWP JFG
PLAN NO.
93119\AB-L
AS BUILT PLANS
WESTBANK RANCH P.U.D.
FILING NO.4 RESUBDIVISION
JEBOME GAMBA & ASSOCIATES, INC.
CONSULT NG ENaNEERS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINTH STREET — SUITE 214
GLENWOOD SPRINGS, COLORADO 81602 (303) 945-2550
SHEET NO.
PROJECT:
6160
6140
6120
6100
6080
8080
8040
0
00
50
0
50
100
150
0
GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
0
n<0
o/
10>
N
1')
200.00'
K - 111151
A.D. 1 79
ELEV - p188.15
STA - 31+18.39
PM STA - 16+9.90
PVI ELEV - 6079.93
A.D. - —2.1
K - 138.71
6020
300.00' VC
2
-'f
/
/
1\N
V
------------------------ -------------
6000 0D
0 O
O 0
17+00
a
csi
O2
(00
O
(0
t0
NW.44
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mo
oco
of
0 O
17+50
18+00
18+50
19+00
19+50
20+00
------------------------------
O*
0,4
21+00
Nn
N
40
0 0
00
21+50
-------------
22+00
,0 0
0
0
Cr,. O
O .i{
co
(0
22+50
02 0% O
(0
40 40
O
23+00
0
23+50
------------------------
uiyd
N
0
24+00
O
O ..
o
c0 0
25+00
O,
rn
3m
M
i0�
25+50
N
0
N
r
28+00
m O
017;
26+50
N
N
27+00
M
(0
O ••
27+50
28+00 28+50
r) 0
km
29+00
29+50
30+00
30+50 31+00
ro-
(0
co
31+50
N
0
t0
REV
NO.
DATE
REVISION
MADE
BY
CHKD
BY
i
BY
AS -BUILT ROAD PLAN & PROFILE
HUEBINCER DRIVE
STATION 17+50 TO 33+00
SCALE: DATE: SHEET
HORIZ: 1" = 50' MAY 9, 1994 2 OF 9
VERT: 1" = 20'
DRAWN BY: CHKD BY: APPD BY: PLAN NO.
MJG RWP JFG 93119\AB—L
AS BUILT PLANS
WESTBANK RANCH P.U.D.
FILING NO.4 RESUBDIVISION
JEROME GAMBA St ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINTH STREET — SLI—E 214
GLENWOOD SPRINGS, COLORADO 81602 (303) 945-2550
33+00
DATE
REVISION
MADE
BY
CHKD
BY
APO
B1
AS—BUILT ROAD PLAN & PROFILE
HUEPIJCER DRIVE Sc DOLORES CIRCLE
STATIONS: , 1 TO 35+60.49 & 0+00 TO 24+50
SCALE:
HORIZ: 1" = 50'
VERT: 1" = 10'
DRAWN BY:
MJG
ATE:
IMAY 9, 1994
CHKD BY:
RWP
APPD BY:
JFG
SHEET
3 OF 9
PLAN NO.
93119\AB-L
AS BUILT PLANS
WESTBANK RANCH P.U.D.
FILING NO.4 RESUBDIVISION
JEROME GAMBA & ASSOCIATES, INC.
CONSUI71NG ENGINEERS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINTH STREET — S'.."TE 214
GLENWOOD SPRINGS, COLORADO 81602 (303) 945-2550
93119
6200
6190
6180
6170
PVI STA - 31+18.39
PVI ELEV - 8168.15
A.D. - 1.79
K - 111.51
200.00' VC
PVI STA - 34+98.57
PVI ELEV - 8198.37
A.D. - 5.95
K - 16.81
► 100.00' VC
6130
Lu,w BLEU
6140.00
7
V m
tom
i0
30+00 30+50
.m
31+00
d c4 r•-) • ,s
NI cO
pg o 2g N
Gr, Gos ,o m
INS Lnh N
^ ,t
c4
Ili
0'
m
NN:. Mn N Nr 0 m
� mm co co�
ion �; (om �Om
31+50 32+00 32+50
33+00 33+50 34+00 34+50
ROAD CENTERLINE PROFILE FOR THE
LOWER PORTION OF HUEBINGER DRIVE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
35+00 35+50
1
REV
NO.
1
6260
6240
6220
PVI STA - 1+66.38
PVI ELEV - 6210.92
A.D. - 5.30
K-15.06
80.00' VC
LOW POINT ELEV - 8198.36
LOW POINT STA - 3+95.22
PVF STA r -4+01.77;
PVI ELEV - 8193.73
A.D. - -15.44
K-15.58
240.55' VC
6180 -------
6140
g"
220.00' VC
HIGH POINT ELEV - 6255.82
HIGH POINT STA - 12+30.58
PV1 STA - 12+08.31
PVI ELEV - 8259.39
A.D. •• 13.54
K - 18.25
411.
LOW POINT ELEV - 6244.24
LOW POINT STA - 15+18.62
PVI STA - 15+24.09
PVI ELEV - 6242.34
A.D. - -11.79
K - 11.02
HIGH POINT ELEV - 8248.92
HIGH POINT STA - 16+59.17
PVI STA - 16+62.91
PVI ELEV - 6251.22
A.D. - 13.53
K-10.05
---r
6 I
Et
1+00
1+50
2+00
2+50
3+00
3+50
4+00
450
5+00
40
5+50
N 111
6+00
6+50
7+00
7+50
8+00
8+50
a
9+40
REV
NO.
DATE
REVISION
MADE
BY
CHKD
BY
APPD
3Y
9+50
041
4040
10+00
4040
04M
10+50
11+00
11+50
12+00
AS -BUILT ROAD PROFILE
HUEBINGER DRIVE & DOLORES CIRCLE
STATION 1-fl0 TO 17+50
12+50
SCALE:
HORIZ: 1" = 50'
VERT: 1" = 20'
DRAWN BY:
MJG
DATE:
MA `r , 1994
CHKD BY:
RWP
SHEET
4 OF 9
APPD BY: PLAN NO.
JFG 93119\AB-L
13+00
13+50
14+00
14+50
15+00
15+50
AS BUILT PLANS
WESTBANK RANCH P.U.D.
FILING M.4 RESUBDIVISION
a
t
N 3
40
16+00
-8
w
0
16+50
JEROME GAMBA & ASSOCIATES, INC.
SATING ENONEERS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINTH STREET - SUITE 214
GLENWOOD SPRINGS, COLORADO 81602 (303) 945-2550
SHEET NO.
17+00
i.
PROJECT:
93119
b� 0 -I
PVI STA - 20+30.27
PVI ELEV - 6225.00
A.D. - -1.39
K - 215.49
300.00' VC
6220
6200
6180
6160
6140
Any
LOW POINT ELEV - 6210.43
LOW POINT STA_- 23+14.65
PVI STA - 22+92.18
PV[ ELEV - 6209.98
A.D. - -7.29
K-10.0
78.00' VC
-RN STA 28+22.27
WVI ELEV - 6218.14
K-30.80
50.00' VC
HIGH POINT ELEV - 6225.79
HIGH POINT STA - 30+85.25
PVI STA - 30+91.98
PVI ELEV - 6226.69
A.D. - 7 32
K 13:86
-i00:0O' -
LOW POINT ELEV . 6223.18
LOW POINT STA - 32+10.56
PVI STA - 32+42.25
PV1 ELEV - 6220.45
A.D. - -12,15
K - 16.48
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17+50
18+00 18+50
19+00 19+50
20+00
20+50
21+00 21+50
22+00
22+50
23+00
23+50
24+00
24+50
25+00
%+50
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26+00
26+50
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27+00
27+50
28+00
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0
28+50
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29+00
29+50
30+00
30+50
31+00
11114 r/2
m m om
31+50
32+00
32+50
33+00
N
33+50
-
AS -BUILT ROAD PLAN & PROFILE
HUEBINGER DRIVE & DOLORES CIRCLE
STATION 17+50 TO 33+00,..
r
/ /
/
, .�
sip
ilk A
/�
i
/► mg
�
4
'
AS BUILT PLANS
WESTBANK RANCH P.U.D.
- -FILIN G N O.4 RESUBDIVISION
SHEET N0.
SCALE:
HORIZ: 1' = 50'
VERT: 1 = 20'
DATE:
MAY 9, 1994
SHEETFps:
5 OF 9
�
JEROME GAMBA & INC.
ASSOCIATES,
coNsuaiNG BnNE RS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINTH STREET SUITE 214
GLENWOOD SPRINGS, COLORADO 81602 (303)945-2550
DRAWN BY:
MJG
CHKD BY:
RWP
APPD BY:
JFG
PLAN NO.
93119\AB—L
REV
NO
DATE
REVISION
MADE
BY
CHKD APPD
BY BY
PROJECT:
93119
GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
6260
6240
6220
6200
6180
6160
6140
D4TW EMI'
dal DO
PVI STA - 35+98.88
PVI
ELEV - 6248.80
A.D. - 5.45
K-13.75
n'r lora n: o
gr gn
b`10 10 �m m
33+00
33+50 34+00
n
^O nnra No '1°$Q +� '°� °gym
NN NNf NN NN `,�
p m O m p�t0 O�m O�� t0 1D
34+50 35+00
35+50 36+00
36+50
tG
200.00' VC
HIGH POINT ELEV - 8253.27
HIGH POINT STA - 37+98.08
PVI STA - 38+47.78
PVI ELEV .• 8255.20
A.D. - 10.55
K - 18.98
co
N
n
N.
0
37+00 37+50
38+00
38+50
39+00
39+50
40+00
40+50
1i+00
41+50
42+00
42+50
43+00
MINIM
43+50
44+00
PVI STA 1. 44+51.45
PVI ELEV 8206.90
K 19.48
50.
44+50
LOW POINT ELEV 4. 6195.75
LOW' PO(NT-STA in "47+48;11
PVI STA - 46t90.37
PVI', ELEV - 6193.92
A.D. - -7 43
K-3393
250.00'
45+00
45+50
46+00
46+50
111111•011111
47+00
1111111111111
47+50
48+00
0
n
co to
48+50
03
49+00
4"C
AS—BUILT ROAD PLAN Sc PROFILE
UEBINGER DRIVE & DOLORES CIRCLES
STATION 33+00 TO 49+50
,=''` JACr i�
i `
� :�
*�
AS BUILT PLANS
WESTBANK RANCH P.U.D.
FILING _ O.4 RESUBDIVISIO\
SHEET No.
j
,
y
{ j—
— ,
4
SCALE:
HORIZ: 1' = 50'MAY
VERT: 1' = 20'
DATE:
9, 1994
SHEET
6 OF 9
,
JEROME GAMBA & ASSOCIATES, INC.
CONSULTING 11NG E �i
NS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINSTREET - 60SUITE 214
GLENWOOD SPRINGS, COLORADO 81602 303 945-2550
DRAWN DRAWN BY:
MJG
CHKD BY:
RWP
APPD BY:
JFG
PLAN NO.
93119\AB—L
REV
N O.
DATE
REVISION
MADE
BY
CHKD
BY
API)
B'
- - -• O_ ��
PROJECT:
93119
•
•
•
•
•
•
N
N
N
8
N
N
co
N
t0 0)
a
O
8
(
0)
N
N
O
8
N
N
8
0
N
0
8
N
CO
u
50
0
50
100
B1NG=R DRIVE
1
150
GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
6260
6240 ----
6220 ---- __
6200
6160
HIGH POINT ELEV - 6233.29
HIGH POINT STA - 5W76.14
,._
PVI ELEV - 8203.80
A.D. - 4.30
K = 17.44
.41 75.00' VC
csi
Ern
6140 --
DATUM =V
&M00
bvn
49+50
50+00
Eros
c.,
51+00
51+50
52+00
LOW POINT - 6186.50
LOW POINT ST - 59+87.31
PVI STA -9+47.66
PVI ELEV 6186.00
----_----- —
A.D. - x-3.50
K-45.71
125.0D' VC
..r
HIGH POINT ELEV 6187.15
HIGH POINT STA 49.36
PVI STA - 60+ .32
PVI ELEV - 61W.67
A.D. - 9.2
K - 10.87
r --
m
d
N
N
m
m 70
n
n
0
(0
r;
70
m
100.00' VC
A 84+294S
PVI ELEV - 6160.19
A.D. = -2.00
K 37.50
I
N
rn
n
(0
0)
N)
70
i0
0]
75.00' VC
PVI STA - 94.31
PVI ELEV = 156.32
A. -D. - -{T00
K 25100
50.00' VC -
M
0;
62+00
AS -BUILT ROAD PLAN & PROFILE
HUEBINGER DRIVE
'STATION 49+50 TO 65+45.28
REV
NO.
DATE
REVISION
MADE CHKD
BY BY
SCALE: DATE:
HORIZ: 1" = 50'
VERT: 1" = 20'
DRAWN BY:
MJG
CHKD BY:
RWP
MAY 9, 1994
APPD BY:
JFG
SHEET
7 OF 9
PLAN NO.
93119\AB—L
AS BUILT PLANS
WESTBANK RANCH P.U.D.
FILING NO.4 RESUBDIVISION
JEROME GAMBA & ASSOCIATES, INC.
CON3.U1NG ENGINEERS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINTH STREET — SUITE 214
GLENWOOD SPRINGS, COLORADO 81602 303 945-2550
SHEET NO.
PROJECT:
93119
50 0
50
100
150
GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
PVI STA = 0+27
PVI ELEV = 6218.99
A.D. = 8.00
K = 4.00
-0-32.00' VC -6--
6210
6200
6190
6180
DATUM ELEV
6175.00
BVCS: 0+11
BVCE: 6219.31
EVCS: 0+43
EVCE: 6217.39
REV
NO.
DATE
REVISION
(0
0
CO
rn
(NI
(0
1+00
(0
0
N
(0
PVI STA = 3+58.96
PVI ELEV = 6185.80
A.D. _ -7.00
K = 7.14
BVCS: 3+33.96
BVCE: 6188.30
50.00' VC
•0
DO
C'4 0
UO
1+50
0
N
O
(0
O
t0
2+00
O
m
(0
rn
(0
(D
rn
(0
2+50
rn
a)
(0
O
O
0)
rn
(0
a)
3+00
n
3+50
EVCS: 3+83.96
EVCE: 6185.05
AS BUILT PLANS
WESTBANK RANCH P.U.D.
FILING NO.4 RESUBDIVISION
MADE
BY
CHKD
BY
SCALE:
Horiz.: 1" = 50'
Vert. : 1" = 10'
DRAWN BY:
TCP
DATE:
MAY 9, 1994
SHEET
8 OF 9
PLAN NO.
93119\F—TOM
CHKD BY:
MJG
APPD BY:
JFG
JEROME GAMBA & ASSOCIATES, INC.
CONSULTING ENGINEERS & LAND SURVEYOR`S
POST OFFICE BOX 1458
113 NINTH STREET - SUITE 214
GLENWOOD SPRINGS, COLORADO 81602 (303) 945-2550
SHEET NO.
PROJECT:
93119
o-1
\--\ CB\
GE
,vE
-4
ca
�•.� -.-_•
I.I
' .
I
I•I
5980
5970
5960
6061200
ti
4
LOW POINT ELEV 1. 5969.77
LOW POINT STA > 2+93.18
PVI STA - 2-155.44
PV1 ELEV = 5)69.08
A.D. - -4.88
K - 30.''1
s
Noa ▪
a
no
150.00' 1C
w.04
Z. 0
rnA
PVI STA - 8+89.79
PVI ELEV - 5978.54
A.D. - 0.36
K - 275.60
100.00' VC
n
of
a
a
ro
.I
+•I—•II.I
50
0
50
100
GRAPHIC SCALE IN FEET
1 INCH = 50 FEET
01
O
0)0
N v2
0
N
0) rn
co 4-)40
ui
O O M
n n nn
a rn a
0 N 7
4 M v
a0 0) O) 4
aa rn N n
a
P st-
01 v
N N
01 m
0)
N
1+00
1+50
2+00
2+50
3+00
3+50
4+00
4+50
5+00
5+50
6+00
6+50
7+00
7+50
8+00
8+50
9+00
9+50
10+00
10+50
11+00
11+50
12+00
12+50
13+00
13+50
150
AS—BUILT ROAD PLAN Sc PROFILESHEET
OLD NATIVE LANE
TATI0N 1+00 TO 13+76.27
,,,
4./ J ` (T
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��,
\
AS BUILT PLANS
WESTBANK RANCH P.U.D.
G' NO.4 RESUBDIVISION
���"N"'v
NO.
�
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---
SCALE:
HORIZ: 1- = 50'
VERT: 1' = 20'
DATE:
MA 1 4
Y 9, 99
SHEET
9 OF 9
JEROME GAMBA & ASSOCIATES INC.
,
CONSULTING ENGINEERS & LAND SURVEYORS
POST OFFICE BOX 1458
113 NINTH STREET — SUITE 214
GLEN WOOD SPRINGS, COLORADO 81602 303 945-2550
1
DRAWN BY:
MJG
CHKD BY:
RWP
APPD BY:
JFG
PLAN NO.
93119\AB—Li[�Zel�__:.
REV
NO.
DATE
REVISION
MADE
BY
CHKD
BY
APD'
B
PROJECT:
93119