HomeMy WebLinkAbout13.0 Beaver Creek Road Plan & ProfileSTA. 1+00, BEGIN ROADWA`f
CONSTRUCTION AT FOREST \
TURN AROUND LOCATION.
N 6825.63 \">\
E 4255.97
CURVE WIDENING AND PULLOUT -7
MAINTAIN MININALM OF 56.0'
OUTSIDE RADIUS
8380
8.360
8340
8320
8300
c
< (-N
occ
cr
Z 1+;
Z
0
(r,0
8260
DATUM- ELEV
8245.00
cO
mi
±00
04
L5
(90
12"0 CMP AS SHOWN
(TYP.)
DAYLIGHT POINT FOR -
CUT AND FILL SLOPES
7/I
/ 05/
/
PROPOSED FINISH GRADE --\\
u.D
cx
OD
T
1
2+00
APPROXIMATE EXISTING
c-
0./
L7
x
•
HIGH POINT ELEV = 8310.61
HIGH POINT STA = .5+97,54
EV! STA = 5+80
PVI ELEV = 8311.04
-/- !
\
GRADE
Ln
0
CA
BVCS: 6+15
EVCE: 8310.54
110
0
0
C76
8420
8400
HIGH POIN ELEV = 8323.46
HIGH Poir, STA = 7+91.94
PVI TA = 7+75
PVI ELV = 8323.88
50,00' VC
LLJ
0
50.00'
ELEV 8310.25
STA = 6+23.06
PVI STA = 6+40
PV! ELEV = 8309.84
(.0
wjhri
CN
0 cc
CN
. CO
...f) 4
CO CO
03 cc
CN
r•r) (D.
Ccn
i0
EVCS: 8+00
CO
re)
CN
re:
50.00' VC
0
0 '0
+ CN
CO ,e)
0
(f) . .
00
>0
0>
C.)
C9
100
10
120 CMP AS SHOWN
(TYP.)
0
50
0
2V1
GRAPHIC SCALE
' 00
200
L12
,
,.(Z)
400
HIGH POINT ELEV = 8338.65
HIGH POINT STA = 10+16.11
PVI STA = 10+00
PVI ELEV = 8339 06
cr)
r-
0
BVCE: 83.36.75
0
Cri
- 50.00' VC
c0
re)
0
-a5o0
%
1 •
EVCE: 8325.19
50.00' VC
ELEV = 8323.29
STA 8+08.89
PVI STA = 8+25
PVI ELE'v' = 8322.88
oicoN cn 'co''.
410 N Lre)
o 0 "0 -72)lic.;
_ 6 .
9)
- ,....
ro ,---
r.--)
roco
001,0 coop a)1,0 30' a) cc
4+005+
00 / \ 6+00
APPROX. EXISTING ELEVATIONS ----/ \-- PROPOSED ELEVATIONS
EVERY 50 FT. (TYP.) EVERY 50 FT. (TYP.)
7+00
(.0
02
8+00
9+-00
r'`)
fneo
Cri
35
Go
0
0
4
>z)
( IN FEET )
1 inch = 100 ft.
PVt STA = 12+10
PVI ELEV = 8359.67
50.00' VC
ELEV = 8338.50
STA = 10+31.45
PVI STA = 10+50
PVI ELEV = 8338.06
oo
DO
oo
10+00
0303
4
0300
1+00
co
(NJ
- •
Ln -
Ln
oo cc
BVCS: 11+85
0)
C'4
0)
r.q
CO
cn
03
CN
cd
-
ao
'.2+00
EVCS: 12+35
H+ 50.00' VC
Ln
0
0
0
0')
0
H
(Jo
LI]
4
(36
ELEV = 8362.77
STA = 14+14.23
PO STA = 14+20
PV! ELEV 8362.39
CO
0
L.;
if)
0')
r.r;
re>
(0
re)
co
C/2 • -
•
> 0
.50
0)
H
rn
0
0
50.00' VC
\ \
N \
"-- DAYLIGHT POINT FOR
CUT AND FILL SLOP -1
0
0)
•
8440
PVI STA = 16+20
P ELEV = 8376.24
cn
LI)
,e)
50.00' VC
HIGH POINT ELEV = 5364.45
HIGH POINT STA = 13+27.76
PVI STA = 13+20
0)3 ELEV = 8364.89
OD03
01
(.0
re)
00
co
oo
14+00
(31
Ln
50.00' VC
PVI STA = 15+30
PVI ELEV = 8366.79
15+00
00(7
(1)
co .ce
03(0
16+00
BEAVER CREEK FOREST ACCESS
CENTERLINE PROFILE
STATIONING IS CENTERLINE STATIONING
03
7
4
8460
ELEV = 8381.66
STA = 17.t73.33
PV1 STA - 17+90
Pvl ELEV - 8381.24
50.00' VC
I 4
Ln !
50.00' VC
cc)
r --
EVCS: 17+ 65
(33
->
so
c2
CURVE TABLE
CURVE !
RADIUS '
LENGTH 1
TANGENT
1 CHORD
1 DEARING
I DELTA
119.72'
.
L2
S4153'17"W
77.64'
i_.
L3
N5105'23"W
287.31'
01
50.00
74.58'
46.19'
67.86'
S00'50'42"E
85'27'59"
9.49'
02
50.00'
75.94'
47.47'
68.85'
S8.523'57".4
87'01'20"
4.81'
03
400.00
35.18'
17.60'
35.16'
55.16'
N53*36.32"W
S80'16'41"W
0502'19"
87'11'15"
T
C4
40.00'
60.87'
38.08'
05
40.00'
61.13'
38.33'
55.35'
507'05'52"E
87'33'51"
0.37'
C6
150.00'
68.14'
34.67'
67.56'
S37'51'54"E
26'01'46"
1
C7
400.00'
95.04'
47.74,
94.82'
S31'39'25"E
13'36'49"
C8
,.....
500.00'
„....._ _.„,
130.00'
,„ ,A'
65.37'
,, •
129.63'
• ,-, r-, • A '
S31'00'56"E
,,,, ,r, f-, r
1 '
453'48"
-.. ....... ,,....
010
011
75 00'
22.
47.02'
1
75.00'
32.01'
24.31'
16.25'
46.26'
31.76'
012
C13
200.00'
51.96'
62.91'
27.07'
50.93'
31.72'
62.65'
C14
200.00'
53.25'
26.78
53.10'
015
150 00'
72.95'_
37.21'
72.23'
S06'29'23"E
SI 2'13'
S'9•50' 52"E
S30'41 '04"E
S1402'4.3"E
520'20'57"E
35'55'27"
24'27'06"
3941'44"
1801'21"
15'15'21"
2751'48"
POINT ELE'v = 8396.82
40H PaNT STA = 19+66.67
PVI STA = 9+50
PVI LE V = 8397.24
50.90' VC
H.GH POINT ELEV = 8381.88
HCH POINT STA = '7+50 7'
PA STA = 17+40
PVI ELEV = 8382.24
r, 0
CO r -r)
17+00
03
03 (7
BVCS: 19+25
0)23
m
18-3J0 19-30
h-- 50.00'
(.0
00
4
03
31
-4-
CN
34
P'v'i SIA
PVI EL.EV
VC
50.00' VC
ELEv= 8396.65
STA = 19+84.30
‘,/1 STA = 20+00
0'0 E3EV - 8396.24
cNy,
•
Lc-)
a-)
ro
03(0
20+00
(N.
40
co
cc
4
4
0
cc
0
4
co
21+00
BVCE: 8407.18
8480.
= 21+50
= 8409.37
- 50.00' VC
di
(..1)
-34
os
34
oo co
N.
0
6
00
3)4
LAJ
34
(2,
34
8500
PVI STA = 24+00
PVI ELEY 8432.42
50.00' VC
PVI STA = 22+50
PVI ELEV = 84217
Ln
oo
22-00
23+00
CN.1
24+00
50.00' VC
0
Lip
4
4
cc
34
Lfi
re)
�D
CO
h -
co
25+00
10
NOTES:
LINE CHART
ORIGINAL GROUND TOPOGRAPHY SURVEYED BY -!GH COuNTRy
ENGINEERING, iNC. 27 OCTOBER 1995. BENCHMARK ELEvATION
IS 8783.00 FEET AT THE SOUTHWEST CORNER OF SECTION 30,
A BRASS CAP IN PLACE.
2. BASIS OF BEARiNG IS NORTH BETWEEN THE SOUTHWEST CORNER
OF SECTION 30 AND THE WEST QUARTER CORNER OF SECTION
30, A DISTANCE OF 2648.37 FEET.
3. H -P GEOTECH ENGINEERS SHALL BE NOTIFIED R!OR TO 'HE
COMMENCING OF ANY CONSTRUCTION ACT!v!TES.
HIGH POINT ELEV = 8464.39
Pn!NT STA = 27+85 70
071 SIA = 27=70
PVI ELEV = 8464.80
50.00' VC
34
SCALE: 1" = 100' HORZONTAL
1" =- 20' VERTICAL
o.;
ao
26+00
co
03 (7
in L()
co
27+00
Lc)
00 03
EVCE: 8464.30
1
1
1
-2 (-)
+
00
CN
LINE
i DIRECTiON J
D;STANCE
L1
S43'34'42"E
119.72'
.
L2
S4153'17"W
77.64'
i_.
L3
N5105'23"W
287.31'
L4
N56'07'42"W
309.88'
Cl
L5
S36'41'03"W
9.49'
L6
S50'52'47"E
150.01'
L7
524'51'01"E
4.81'
LP
S3827'50"E
77.83'
L9
323'34'01"E
146.55'
10
S1128'20-0,
102.12'
L11
S24'27'06"E
29.83'
L114
S0000'00"E
0.37'
12
5-9'41'44"L.
30.17'
3)13
521 '40'23"E
55.91'
L14
S06'25'03"E
255.86'
ORIGINAL GROUND TOPOGRAPHY SURVEYED BY -!GH COuNTRy
ENGINEERING, iNC. 27 OCTOBER 1995. BENCHMARK ELEvATION
IS 8783.00 FEET AT THE SOUTHWEST CORNER OF SECTION 30,
A BRASS CAP IN PLACE.
2. BASIS OF BEARiNG IS NORTH BETWEEN THE SOUTHWEST CORNER
OF SECTION 30 AND THE WEST QUARTER CORNER OF SECTION
30, A DISTANCE OF 2648.37 FEET.
3. H -P GEOTECH ENGINEERS SHALL BE NOTIFIED R!OR TO 'HE
COMMENCING OF ANY CONSTRUCTION ACT!v!TES.
HIGH POINT ELEV = 8464.39
Pn!NT STA = 27+85 70
071 SIA = 27=70
PVI ELEV = 8464.80
50.00' VC
34
SCALE: 1" = 100' HORZONTAL
1" =- 20' VERTICAL
o.;
ao
26+00
co
03 (7
in L()
co
27+00
Lc)
00 03
EVCE: 8464.30
1
1
1
-2 (-)
+
00
CN
Z cr)
C2) >
C:n
CT)
LO
I FILE: ROADPP I
5
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97079.01
SHEET 7
OF
9
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F-
W
W
r=
V f
0
F-
U
F--
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00
N
i
1
1
i
1
i
8560
8540
8520
-.39
3.70
0
O
rf)
v
0o
w
g500
N 'i'N
0."b
J oar, Q
HIGH POINT ELEV = 8484.38
HIGH POINT STA = 30+80.01
PVI STA = 30+60.14
PVI ELEV = 8484.68
Lri
rc)
+
0
Cri
Ci
m
BVCE: 8481.71
cc
O
*)
C)
W
(�- 50.00' VC
EVCE: 8484.35
C17
CMP AS
---1�_0 SHOWN
(T''P•)
r,
-�8
13
c.)
"Do In
,'018
+ _,
4,4
_ .r;p^,.. a+e ,�. a.. nom-; .:a. rca .'tT••~ � ;,:.e:
851 0 '
8640
8620
8600
8580
HIGH POINT ELEV = 8503.72
HIGH POINT STA = 33+57.04
PV1 STA = 33+37.59
PVI ELEV = '8504.00
--�- 50.00'
(o
- .-1 --
50.00' VC
ELEV = 8463.12
STA = 28+57.21
PVI STA = 28+75
PVI ELEV = 8462.70
N 1c •
r� (DIu;
co co ;cc � co
29+00
O
CD
co
CI*
CO
30+00
0o
x
0)
H
cc
co
B
I--- 50.00' VC
ELEV = 8483.90
STA = 31+20.80
PM STA = 31+40
PVI ELEV = 8483.60
c'cl-
H CC)
cc co co
-4-
coco cc
31+00
cDo
O
O cow
4 cc 40.,�
a) ,,, co co
0I
0)
Do
C.,
50.00' VC
Eli = 8508
STA = 33+ i9
PVI STA = 3)C
PVI ELEV = 8..20
< r-
C0 () rr) O
8440 oi'n) o0 6
m x)co
)
N
O
O
co
32+00 33+00
I', .., i i
r0) 8550 ' 1
0 1+ f+
Q0 I a I v
Co N
PVI STA = 36+0C
PVI ELEV = 8530.70
- -{ 50.00' VC
r,
66
U
m
O
N
M)
0
W
Li
U
Li
-7o
r
1
v
�I�
0)io
LCIu)
cIcc
8480
37+00
8460
34+00 35+00 36+00
PV STA = 37+89.69
= 8549.67
50.00' VC
PVI ELEV
00
j ..
"j(--)
I �
m
BVCS: 374-64.69
NOTE:
SPRING TO BE LEFT
UNDISTURBED, ROAD TO
DIVERT AROUND SIRING
859°
r
/I
3 -0
'II \n
i �,�
11,6"
B630
e6 C22
•
417
, •. I. MKpplp' •it'. Mtl'+RM�ufM
.�,��r'�«sm�z
"« JLI.+. ¢ak^.. ,.. as .!t1"� n� IV •.J' . 4��.. if _.d. is a.* "l ie�.rh'
�I 023
860
8590 l I + N 8620 8630 _
DAYLIGHT POINT FOR o
CUT AND FILL SLOPES
c cn
IIhIIx
V' ° 662o r>
HIGH POINT ELEV = 8568.68
HIGH POINT STA = 39+80.08
PVI STA = 39+61.52
PVI ELEV = 8569.04
38+14.69
N N OO
,`nt. u7 O
:f) d in S
00 cc co cc
38+00
EVCE: 8552.48
1
39+36.52
-i to
39+86.52
N
Co
CJO
co
39+
(n
U
m
50.00' VC
1`
In O .1
03 +
co 0
in -4-
50.00' VC
ELEV = 8568.45
STA = 39+99.57
PVI STA = 40+18.75
PVI ELEV = 8568.09
PVI STA = 42+25
PVI ELEV = 8594.' 7
U
m
12"0 CMP
(T'YP.)
1
up ,t- rn0 Din o� No �,, N
(16
Lc) cN u� coli 'RN r, co
�n � in in � LnILL-) cD in to in
00 010ooL° 010c ico oo C0oc 00
i
39+00 40+00 ! 41+00
i
APPROX. EXISTING ELEVATIONS / PROPOSED ELEVATIONS
EVERY 50 FT. (TYP.) EVERY 50 FT. (T(P.)
0)
(D
CO
:f)
CO
U
m
0
�n
N
EVCE: 8596.30
50.00' VC
0)O r- 0 cD oo' POC
o16 div
0) O O c0
'1") cD c0 cD 00
cocc cotco ole cc ct
42-00 4:3+00
BEAVER CREEK FOREST ACCESS
CENTERLINE PROFILE
STATIONING IS CENTERLINE STATIONING
PROPOSED FINISH GRADE
APPROXIMATE EXISTING GRADE
UT
O
0)
O
co
cc
44+00
864
--STA. 48+39.62, END OF PROJECT
MATCH TO EXIST. PRIVATE ACCESS
N 3508.31
E 4402.31
HIGH POINT ELEV = 8637.08
HIGH POINT STA = 47-'-44.56
PVI STA = 47+40
PV! ELEV = 8637.95
BVCS: 47+15
N
OC
s
NT
CO
CO
50.00' VC
a)
ubCD
co
co
SCALE: 1" = 100' HORIZONTAL
1" = 20' VERTICAL
8640
z
wLU
N Z
CO
rn.0
8600
coa-
(r:
Q z
0
(I)0
N a� . Ln(O o a oo � o � opo do a
_ice CO N I N N Nin ,3 oo O� rrr r ^7 M
�'CD cD c0 c0 '0 c0 cD C0 c0 (D c.0 CD
IIx �cc �,0 xce DO CO 30 c�
CO (0
45100 46+00 47+00 48+00
8580
8560
8540
8520
8500
66'1
100
GRAPHIC SCALE
to 100
200
400
NOTES:
( IN FEET )
1 inch = 100 ft.
OR GINAL CROUND TOPOGRAPHY SURVEYED BY HIGH COUNTRY
ENGINEERNS, INC. 27 OCTOBER 1995. BENCHMARK ELEVATION
IS 8783.00 FEET AT THE SOUTHWEST CORNER OF SECTION 30,
A BRASS CAD IN PLACE.
2. BASIS OF FEARING IS NORTH BETWEEN THE SOUTHWEST CORNER
OF SECTION 30 AND THE WEST QUARTER CORNER OF SECTION
30, A DISTANCE OF 2648.37 FEET.
3. H -P GEOTECH ENGINEERS SHALL BE NOTIFIED PRIOR TO THE
COMMENCING OF ANY CONSTRUCTION ACTIVITIES.
CURVE TABLE
r CURVE
I RADIUS
LENGTH 1
TANGENT
CHORD
i
BEARING
DELTA
C16
150.00'
83.72'
42.98'
82.64'
SO7'28'27")
S18'17'30"E
31'58'43"
017
500.00'
34.02'
17.02'
34.02
L21
SO4'15'06"E
03'53'56"
C18
500.00'
119.34'
59.95'
119.06
103.36'
S00'38'11"W
13'40'30"
C19
500.00'
68.85'
34.48'
68.79
S03'31'46"W
07'53'22"
020
200.00'
49.00'
24.62'
48.87
S03'52'33"W
14'02'10"
_ C21
200.00'
62.91'
31.72'
62.65
S01'52'59"W
18'01'17"
C22
100.00'
27.09'
13.63'
27.01
S00'38'03"W
15'31'25"
C23
100.00'
29.55'
14.88'
29.44
S00'04'08"E
16'55'47"
C24
100.00'
49.47'
25.25'
48.97'
X22'47'2.5"F
7R.on'd6"
LINE CHART
LINE
DIRECTION
DISTANCE
L15
S34'16'S1"E
117.71'
L16
502'18'08"f
262.44'
L17
SO6'12'04"I
309.17'
L18
SO7'28'27")
73.44'
L19
SO0'24'55"
162.65'
L20
S10'53'38"'
81.05'
L21
S07'07'39"
69.07'
L22
508'23'45"'
58.99'
L23
SO8'32'02"
103.36'
L24
S36'52'47"l
67.00'
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PROJECT NO.
97079.01
SHEET 8
OF
9