PHX_70__PreAd_Plans.pdf
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MONTANA KEY MAP
COLUMBIA
BRITISH
ALBERTA
SASKATCHEWAN
N O
R T
H D
A K
O T
A
S O
U T
H D
A K
O T
A
WYOMING
ID
A
H O
UNITED STATES
CANADA
GLACIER
NATIONAL
PARK
YELLOWSTONE
NATIONAL
PARK
CHARLES M. RUSSELL
NATIONAL
WILDLIFE RANGE
Lake
Flathead
Elwell
Lake
M
Lake
Fort Peck
I SOS U IR
KALISPELL
MISSOULA
Anaconda
HELENA
BUTTE
BOZEMAN
Livingston
BILLINGS
City
Miles
Glendive
Point
Wolf Glasglow
HAVRE
Shelby
FALLS
GREAT
Lewistown
Dillon
E N
O T
S
WOLLEY
R E
VIR
90 15
2 2
MONTANA
REVIR
Project Location
N O
T
FO
R
CO
N
STRUCTI
O N
PRELI
M
IN
ARY
PROJECT MANAGER
M. TRAFFALIS
PLANS FOR PROPOSED PROJECT
C J o r g e n s o n
M a d a r
C h e c k e d b y
D e s ig n e d b y
NATIONAL
PARK
SERVICE
Department of the Interior
TYPE OF CONSTRUCTION:
DESIGN DESIGNATION:
SPECIFICATION:
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PLANS PREPARED BY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
on Federal Highway Projects, FP-14
Construction of Roads and Bridges
Standard Specifications for
6%
40 MPH
culvert replacement overlay, pullout rehabilitation, Reconstruction, subexcavation, RECOMMENDED:
APPROVED:
Glacier National Park
Superintendent, DATE
Western Federal Lands Highway Division
Director, Project Delivery, DATE
PMIS Pkg. No. 140761 NPS Drwg. No. xxx/xxx
PMIS Pkg. No. 230258 (Upper McDonald Creek (Kelly Camp) road)
INDEX SOURCE
GLACIER NATIONAL PARK
NATIONAL PARK SERVICE
U. S. DEPARTMENT OF THE INTERIOR
"CYCLE II"
MT PRA GLAC 10(30)
WEST ENTRANCE TO AVALANCHE, PHASE X
GOING-TO-THE-SUN ROAD REHABILITATION
MONTANA
FLATHEAD COUNTY
LENGTH 15.5 MILES
82 83
Browning
Kiowa
Saint Mary
East Glacier Park
Pinnacle
Essex
Bigfork
Holt
Creston
Lakeside
Kila
Whitefish
West Glacier
G o in g
To
The
Su n
R o ad
L a k e M cD o n a ld
Camas R oad
North
F o rk
R o a d
Coram
Horse
Hungry
Babb
SCALE IN MILES
5 0 5 10 15 20
Kintia Lake
Bowman Lake
Lower Quartz Lake
Logging Lake
Waterton Lake
Lake Sherburne
Duck Lake
Lake
St. Mary
Lower
St. Mary Lake
Medicine Lake
Lower Two
Lake
Two Medicine
Echo Lake
Flotilla Lake
Lake
Whitefish
H u n g ry
H o rs e
R e s e rv o ir
Kalispell
PROJECT AREA
Vicinity Map
See Sheet A.4 for
Forest
National
Flathead
Falls
Columbia
Area
Wilderness
Great Bear
Forest
National
Lewis and Clark
Reservation
Indian
Blackfeet
N e (max)
V
SADT 2037
SADT 2017
A.1
STATE PROJECT
NUMBER
SHEET
U
S I n t2
D c m y fi le s p w p r o d u c ti o n d m s g la c a a .d g n
MT PRA GLAC 10(30)
A c to b e r
K. TUNNEL REHABILITATION
J. PERMANENT TRAFFIC CONTROL PLAN
I. TEMPORARY TRAFFIC CONTROL PLAN
H. MISC. DETAILS
G. DRAINAGE
F. EROSION CONTROL
E. TURNOUTS
D. PLAN-PLAN AND PLAN-PROFILE
C. TYPICAL SECTIONS
B. SUMMARIES
A. GENERAL INFORMATION
PRELIM
IN
ARY
Not for
C on str uc tio n
Leeann.Bush Rectangle
Leeann.Bush Rectangle
Leeann.Bush Rectangle
INDEX TO SHEETS
A.2
STATE PROJECT
NUMBER
SHEET
I n t_ ft
D c m y fi le s p w p r o d u c ti o n d m s g la c a b .d g n
MT PRA GLAC 10(30)
c to b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc tio
SCALE IN MILES
BEGIN PROJECT
L in c o ln
C re ek
Creek
C reek
Walton
F ish
BELTON (RR)
FLATHEAD
RIVER
Har ris on
Cr ee k
GLACIER
NATIONAL
PARK
C r e e k
FORK
LA
K E
LAKE
AVALANCHE
LAKE
HIDDEN
LAKE
HOWE
LAKE
ROGERS
LAKES
DUTCH
Lin col n
Cr ee k
Sprague
Cree k
Cr eek
M c D on a ld
C re ek
Cre ek
Hidd en
Logan
C r e e k
Cr eek
C r e e k
H o w e
Fis h
C r e e k
Cr eek
Cr ee k
D ut ch
Camas
C re ek
MID
DLE
M c D o n a ld
M cD
O N A
LD
Glacier
West
Tunnel
West
The Loop
McGee
911+00.00 LINE 'PHX2'
MT PRA GLAC 10(30)
Line 'PHX2'
105+54.00 Line 'PHX1' =
G O
IN
G T
O T
H E S
U N R
O A
D
Line 'PHX1'
Jack son
END PROJECT
ST MARY MT
Logan Pass to 18 miles from
697+63.22 Line 'PHX2' =
1009+97.29 Line 'PHX3'
Line 'PHX3'
150+00.00 Line 'PHX2'
1002+01.16 LINE 'PHX3'
MT PRA GLAC 10(30)
BEGIN CONSTRUCTION
1009+86.19 LINE 'PHX3'
MT PRA GLAC 10(30)
END CONSTRUCTION
150+90.00 LINE 'PHX2'
MT PRA GLAC 10(30)
BEGIN CONSTRUCTION
194+70.00 LINE 'PHX2'
MT PRA GLAC 10(30)
END CONSTRUCTION
VICINITY MAP
1 1 2 3 4
A.4
STATE PROJECT
NUMBER
SHEET
U
S I n t2
D c m y fi le s p w p r o d u c ti o n d m s g la c a d .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
MT PRA GLAC 10(30)
PRELIM
IN
ARY
Not for
C on str uc
FOOTNOTE:
LC
Profile grade
M a d
J o r g e n s
Construct slopes as shown in the Staking Report.
Existing ground
S ta ti o n s e e b e lo w
PAVEMENT CONNECTION DETAIL
Existing pavement
D e s ig n e d b y h e c k e d b y
LC
Profile grade
Super 1 Super
GOING-TO-THE-SUN ROAD - OVERLAY
Match existing Match existing
150+90.00 to 194+70.00 LINE 'PHX2'
Tack coat
Proposed pavement
194+70.00 LINE 'PHX2'
150+90.00 LINE 'PHX2'
GOING-TO-THE-SUN ROAD - APGAR CURVE RECONSTRUCTION
Aggregate topsoil
Aggregate topsoilAggregate topsoil
1:3 1:3
1 1 tack coat
Saw cut and apply
Geogrid, stabilization
C.4
STATE PROJECT
NUMBER
SHEET
B .B a s e .U
S c m y fi le s p w p r o d u c ti o n d
W o r k d d .c e l
MT PRA GLAC 10(30)
M a y
C h e c k e d b y
D e s ig n e d b y
TYPICAL SECTIONS
149+25.00 to 150+90.00 LINE 'PHX2'
45+86.00 to 105+25.00 LINE 'PHX1'
2" compacted depth.
additive, type 3. Place in one lift.
0.3 to <3 million ESAL. Include antistrip
½" or ¾" nominal maximum aggregate size, Asphalt concrete pavement, gyratory mix, and sealing cleaning
Cracks, Traveled way
Width varies
Traveled way
Width varies
8" compacted depth method 2
Roadway aggregate, 12" compacted depth
Select borrow class 1, 24" method A, Placed riprap, 2" compacted depth.
additive, type 3. Place in one lift.
0.3 to <3 million ESAL. Include antistrip
½" or ¾" nominal maximum aggregate size, Asphalt concrete pavement, gyratory mix, Underdrain system geotextile, class 2, type B
Separation-stabilization
Traveled way
13'
Traveled way
13'
Existing ground
Underdrain system
Aggregate topsoil
PRELIM
IN
ARY
Not for
C on str uc
FOOTNOTE:
LC
Construct slopes as shown in the Staking Report.
Match existing
Tack coat
GOING-TO-THE-SUN ROAD - TURNOUT OVERLAY
70+20.00 to 71+97.00 LINE 'PHX1'
11'
Traveled wayTurnout
Width varies
LC
11'
Traveled wayTurnout
Width varies
GOING-TO-THE-SUN ROAD - TURNOUT RECONSTRUCTION
225+53.00 to 228+36.00 LINE 'PHX2'
242+53.00 to 245+19.00 LINE 'PHX2'
250+96.00 to 253+44.00 LINE 'PHX2'
272+90.00 to 275+27.00 LINE 'PHX2'
311+31.00 to 313+19.00 LINE 'PHX2'
321+70.00 to 324+25.00 LINE 'PHX2'
345+46.00 to 348+17.00 LINE 'PHX2'
350+10.00 to 351+64.00 LINE 'PHX2'
369+84.00 to 372+39.00 LINE 'PHX2'
414+03.00 to 416+49.00 LINE 'PHX2'
441+12.00 to 443+02.00 LINE 'PHX2'
468+63.00 to 471+65.00 LINE 'PHX2'
492+17.00 to 494+21.00 LINE 'PHX2'
505+12.00 to 507+45.00 LINE 'PHX2'
546+61.00 to 548+61.00 LINE 'PHX2'
572+89.00 to 575+40.00 LINE 'PHX2'
585+51.00 to 589+82.00 LINE 'PHX2'
593+07.00 to 597+74.00 LINE 'PHX2'
673+39.00 to 675+51.00 LINE 'PHX2'
690+79.00 to 692+81.00 LINE 'PHX2'
708+84.00 to 710+22.00 LINE 'PHX2'
711+82.00 to 716+16.00 LINE 'PHX2'
733+04.00 to 736+64.00 LINE 'PHX2'
766+10.00 to 770+53.00 LINE 'PHX2'
792+23.00 to 794+32.00 LINE 'PHX2'
807+34.00 to 811+27.00 LINE 'PHX2'
816+04.00 to 818+15.00 LINE 'PHX2'
864+42.00 to 869+18.00 LINE 'PHX2'
Match existing
1009+50.00 LINE 'PHX3'
Varies pavement, asphalt
Removal of
TYPICAL SECTIONS
Existing profile grade Sawcut
Existing ground
See details on Sheet H.1
(log pattern).
concrete curb
Asphalt sidewalk and
12" compacted depth
Select borrow
8" compacted depth method 2
Roadway aggregate, 2" compacted depth.
additive, type 3. Place in one lift.
0.3 to <3 million ESAL. Include antistrip
½" or ¾" nominal maximum aggregate size, Asphalt concrete pavement, gyratory mix, Existing profile grade
Existing ground
Aggregate topsoil and sealing cleaning
Cracks, 2" compacted depth.
additive, type 3. Place in one lift.
0.3 to <3 million ESAL. Include antistrip
½" or ¾" nominal maximum aggregate size, Asphalt concrete pavement, gyratory mix, LC
Traveled way
LT Line 'PHX2'195+00.00 - 324+74.00
1'
:1
:1
4" Sanitary sewer invert 2' 1' 1'1'
Existing ground ribbon warning
Utility
40 PVC conduit
4" Schedule
40 PVC conduit
4" Schedule m a te r ia l
B a c k fi ll m in
Existing
UTILITY TRENCH
V a r ie s
331+55.00 - 601+00.00 LT Line 'PHX2'
C.5
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d m s g la c c e .d g n
MT PRA GLAC 10(30)
P c to b e r
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc
LC
12' 12'
Traveled way Traveled way
Super1 Super1
1002+01.16 to 1009+86.19 LINE 'PHX3'
1:3 1:3
KELLY CAMP ROAD - RECONSTRUCTION
LC
11' 11'
Traveled way Traveled way
MP 5.5 CULVERT INSTALLATION - RECONSTRUCTION
326+02.58 to 326+47.42 LINE 'PHX2'
Match existing
Profile Grade Aggregate topsoilAggregate topsoil
E d g e o f tr a v e le d w a y
RT Line 'PHX2'324+74.00 - 331+55.00
324+74.00 - 331+55.00 RT Line 'PHX2'
MP 5.5 DITCH
1:31 1:
5'
1'
:1
:1
328+37.58 to 328+82.42 LINE 'PHX2'
Varies
C le a r in g l im it s
Turf establishment
FOOTNOTE:
1 Construct slopes as shown in the Staking Report.
TYPICAL SECTIONS
See Detail this sheet
MP 5.5 ditch.
Existing ground
Aggregate topsoil
Aggregate topsoil
2" compacted depth.
additive, type 3. Place in one lift.
0.3 to <3 million ESAL. Include antistrip
½" or ¾" nominal maximum aggregate size, Asphalt concrete pavement, gyratory mix, 12" compacted depth
Select borrow
8" compacted depth method 2
Roadway aggregate, 2" compacted depth.
additive, type 3. Place in one lift.
0.3 to <3 million ESAL. Include antistrip
½" or ¾" nominal maximum aggregate size, Asphalt concrete pavement, gyratory mix, 12" compacted depth
Select borrow
8" compacted depth method 2
Roadway aggregate, Existing ground
Proposed ditch profile
4" Sanitary sewer invert 2' 1' 1'1'
Existing ground ribbon warning
Utility
40 PVC conduit
4" Schedule
40 PVC conduit
4" Schedule m a te r ia l
B a c k fi ll m in
UTILITY TRENCH (MP 5.5)
C.6
STATE PROJECT
NUMBER
SHEET
U
S S u r ft m y fi le s p w p r o d u c ti o n d m s g la c c f.
d g n
MT PRA GLAC 10(30)
c to b e r
C h e c k e d b y
D e s ig n e d b y
See Detail this sheet
Utility trench (MP 5.5).
PRELIM
IN
ARY
Not for
C on str uc
S
L A
R P
A N
E L
P O
W E
R B
O X W
P
O S
T
CP
24109
CP
24108
"SPEED LIMIT 40"
METAL POST SIGN
BEGIN PROJECT
N
N
49+00.00 LINE 'PHX1'
MT PRA GLAC 10(30)
West Entrance Station
B a r n R o a d
LINE 'PHX1'
49+00 to 70+00
PLAN & PLAN
Line 'PHX1'
E=881543.780
N=1583185.928
D.2
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fb .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
P C
.6
P T
.0
Curve= PHX_1_C1
R= 1,540.00'
T= 527.50'
L= 1,016.41'
D
Line 'PHX1'
PRELIM
IN
ARY
Not for
C on str uc
P C
.1
0 9
P T
.3
CP
24110
CP
24111
24113
CP
24112
GPS
N N
LINE 'PHX1'
70+00 to 100+00
PLAN & PLAN
Line 'PHX1'
D.3
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fc .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
D
Curve= PHX_1_C2
R= 1,477.00'
T= 693.14'
L= 1,296.16'
Line 'PHX1'
Turnout 71+00, see Sheet E.3
Information/Orientation
PRELIM
IN
ARY
Not for
C on str uc
END LINE 'PHX1'
BEGIN LINE 'PHX2'
105+54.00 LINE 'PHX1' =
150+00.00 LINE 'PHX2'
Apgar Visitor Center
C a m a s R o a d
LINE 'PHX1'
100+00 to 105+54
PLAN & PLAN
Line 'PHX1'
Line 'PHX2'
CP
24114
LINE 'PHX2', see Sheet E.4
Turnout 152+00
D.4
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fd .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
P T
.3
5 P
O T
.0
POT 149+00.00
PC 151+92.02
PRELIM
IN
ARY
Not for
C on str uc
,1
.0
+0.2784%
Existing ground
Profile grade
CP
Line 'PHX1'
N
A p g a r V is it o r C e n te r D.5
24114
Line 'PHX2'
CUYD
EXC.
CUYD
EMB.
151+00150+00149+00
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fe .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
LINE 'PHX2'150+90.00
BEGIN CONSTRUCTION
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2', see Sheet E.4
Turnout 152+00
N
LINE 'PHX2'
Profile grade
Existing ground
Slope stake limits
Slope stake limits
CUYD
EXC.
CUYD
EMB.
157+00156+00155+00154+00153+00152+00151+00
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
3190 3190
D.6
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c ff .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
+0.2784%
Curve= PHX_2_C
D
R= 1,440.00'
T= 1,623.76'
L= 2,434.47'
PRELIM
IN
ARY
Not for
C on str uc
CP
24115
LINE 'PHX2'
Profile grade
Existing ground
Slope stake limits
Slope stake limits
CUYD
EXC.
CUYD
EMB.
163+00162+00161+00160+00159+00158+00157+00
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
3190 3190
D.7
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fg .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
,1
.1
+0.2784%
1,210' VC
K = 2085
SSD = 2464'
-0.3019%
Curve= PHX_2_C
D
R= 1,440.00'
T= 1,623.76'
L= 2,434.47'1
PRELIM
IN
ARY
Not for
C on str uc
CP
24116
Slope stake limits
Slope stake limits
LINE 'PHX2'
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
169+00168+00167+00166+00165+00164+00163+00
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
3190 3190
D.8
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fh .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
Curve= PHX_2_C
D
R= 1,440.00'
T= 1,623.76'
L= 2,434.47'
PRELIM
IN
ARY
Not for
C on str uc
N
CP
24117
LINE 'PHX2'
Slope stake limits
Slope stake limits
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
175+00174+00173+00172+00171+00170+00169+00
3172 3172
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
D.9
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fi .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
Curve= PHX_2_C
D
R= 1,440.00'
T= 1,623.76'
L= 2,434.47'
PRELIM
IN
ARY
Not for
C on str uc
5 1
,1
.7
-0.3019% +0.4977%
985' VC
K = 1232
N
LINE 'PHX2'
Slope stake limits
Slope stake limits
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
181+00180+00179+00178+00177+00176+00175+00
3172 3172
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
D.10
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fj .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
Curve= PHX_2_C
D
R= 1,440.00'
T= 1,623.76'
L= 2,434.47'
PRELIM
IN
ARY
Not for
C on str uc
N
CP
24118
LINE 'PHX2'
Slope stake limits
Slope stake limits
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
187+00186+00185+00184+00183+00182+00181+00
3172 3172
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
D.11
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fk .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc
,1
.1
+0.4977% -0.7381%
800' VC
K = 647
SSD = 1273'
N
CP
24119
LINE 'PHX2'
Slope stake limits
Slope stake limits
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
193+00192+00191+00190+00189+00188+00187+00
3172 3172
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
D.12
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fl .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc
,1
.0
N
CP
16101
LINE 'PHX2'
Slope stake limits
Slope stake limits
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
199+00198+00197+00196+00195+00194+00193+00
3172 3172
3174 3174
3176 3176
3178 3178
3180 3180
3182 3182
3184 3184
3186 3186
3188 3188
D.13
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fm .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
END CONSTRUCTION
194+70.00 LINE 'PHX2
Curve= PHX_2_C1
D
R= 5,000.00'
T= 51.00'
L= 101.99'
PRELIM
IN
ARY
Not for
C on str uc
P2
S S
N
CP
24120
LINE 'PHX2'
Existing ground
CUYD
EXC.
CUYD
EMB.
205+00204+00203+00202+00201+00200+00199+00
3166 3172
3168 3174
3170 3176
3172 3178
3174 3180
3176 3182
3178 3184
3180 3186
3182 3188
D.14
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fn .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc
P C
.0
P T
.9
P C
.3
P T
.4
P C
.0
P T
.8
CP
24121
LINE 'PHX2'
205+00 to 235+00
PLAN & PLAN
CP
24122
CP
24123
CP
24124
N
CP
24125
CP
24126
N
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
LINE 'PHX2'
LINE 'PHX2'
LINE 'PHX2', see Sheet E.5
Turnout 227+00
D.15
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fo .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g o n s
M a d
C h e c k e d b y
D e s ig n e d b y
P T
.8
P C
.5
P T
.1
P C
.8
Curve= PHX_2_C2
D
R= 800.00'
T= 124.96'
L= 247.91'
Curve= PHX_2_C3
D
R= 742.00'
T= 73.25'
L= 146.03'
Curve= PHX_2_C4
D
R= 3,120.00'
T= 183.57'
L= 366.72'
Curve= PHX_2_C5
D
R= 712.00'
T= 167.31'
L= 328.66'
Curve= PHX_2_C6
D
R= 962.00'
T= 222.57'
L= 437.44'PRELIM
IN
ARY
Not for
C on str uc
U P
R P
P C
.7
P T
.9
P C
.9
P T
.2
P C
.3
P T
.9
P C
.0
T
LINE 'PHX2'
235+00 to 265+00
PLAN & PLAN
CP
24127
CP
24128
N
CP
24129
CP
24130
CP
24131
N
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see section G
Repoint stone masonry
(headwall), see section G
Repoint stone masonry
(headwall), see section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see section G
Repoint stone masonry
(headwall), see section G
Repoint stone masonry (headwall), see section G
Repoint stone masonry
LINE 'PHX2'
LINE 'PHX2'
LINE 'PHX2', see Sheet E.6
Turnout 244+00
LINE 'PHX2', see Sheet E.7
Turnout 252+00
D.16
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fp .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
P T
.3
P C
.5
P T
.1
P
C
.5
P T
.5
Curve= PHX_2_C6
D
R= 962.00'
T= 222.57'
L= 437.44'
Curve= PHX_2_C7
D
R= 560.00'
T= 128.99'
L= 253.56'
Curve= PHX_2_C8
D
R= 563.00'
T= 261.10'
L= 488.96'
Curve= PHX_2_C9
D
R= 816.00'
T= 141.47'
L= 280.16'
Curve= PHX_2_C10
D
R= 1,104.00'
T= 113.01'
L= 225.24'
Curve= PHX_2_C11
D
R= 673.00'
T= 134.56'
L= 265.62'PRELIM
IN
ARY
Not for
C on str uc
P C
.0
P T
.2
P C
.1
P T
.1
P C
.6
P T
.7
P C
.3
P T
.1
SS
LINE 'PHX2'
265+00 to 295+00
PLAN & PLAN
CP
24132
CP
24133
CP
24134
CP
24135
N
CP
24136
CP
24137
N
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry (headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2'
LINE 'PHX2'
LINE 'PHX2', see Sheet E.8
Turnout 274+00
D.17
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fq .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
P T
.1
P C
.4
5 P
T
.7
P C
.9
P T
.5
Curve= PHX_2_C12
D
R= 703.00'
T= 144.05'
L= 284.16'
Curve= PHX_2_C13
D
R= 546.00'
T= 175.69'
L= 339.95'
Curve= PHX_2_C14 D
R= 665.00'
T= 123.42'
L= 244.07'
Curve= PHX_2_C15
D
R= 603.00'
T= 157.29'
L= 307.72'
Curve= PHX_2_C16
D
R= 790.00'
T= 149.40'
L= 295.31'
Curve= PHX_2_C17
D
R= 1,600.00'
T= 172.47'
L= 343.61'
PRELIM
IN
ARY
Not for
C on str uc
JB
S
U P
T
P C
.6
P T
.8
P C
.6
P T .7
T
N
CP
24138
CP
24139
LINE 'PHX2'
295+00 to 325+00
PLAN & PLAN
CP
24141
CP
24140
N
(headwall), see Section G
Repoint stone masonry (headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry (headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2'
LINE 'PHX2'
LINE 'PHX2', see Sheet E.10
Turnout 323+00
LINE 'PHX2', see Sheet E.9
Turnout 311+00
D.18
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fr .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.2
P T
.8
P C
.4
P T
.8
Curve= PHX_2_C18
D
R= 1,415.00'
T= 235.46'
L= 466.65'
Curve= PHX_2_C19
D
R= 2,085.00'
T= 154.99'
L= 309.41'
Curve= PHX_2_C20
D
R= 1,175.00'
T= 115.48'
L= 230.22'
Curve= PHX_2_C21 D
R= 485.00' T= 273.50' L= 498.06'
PRELIM
IN
ARY
Not for
C on str uc
-5.0000%
.7
.8
.8
.1
.6
.6
.6
.8
.8
+2.50
-2.00%
.1
.6
UP IE = 3167.89
PROP 48" RCBC
UP IE = 3168.84
PROP 48" RCBC
UP IE = 3169.63
EX 36" CMP
UP IE = 3170.17
EX 18" CMP
S S
CP
N
24142
(headwall repair), see Section G
Remove and reset stone masonry
LINE 'PHX2'
Existing road centerline profile
Existing ditch profile
Proposed ditch profile
Slope stake limits
Proposed ditch see typical, Section C
MP 5.5 utility trench
Utility box
Sanitary sewer invert
CUYD
EXC.
CUYD
EMB.
330+00329+00328+00327+00326+00325+00324+00
3162 3162
3164 3164
3166 3166
3168 3168
3170 3170
3172 3172
3174 3174
3176 3176
3178 3178
D.19
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fs .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
D
Curve= PHX_2_C22
L= 683.57'
T= 372.29'
R= 695.00'
P C
.9
PRELIM
IN
ARY
Not for
C on str uc
.6
+2.00
GPS
24143
N
LINE 'PHX2'
Existing road centerline profile
Existing ditch profile
Proposed ditch profile
Proposed utility box
Slope stake limits
Proposed ditch see typical, Section C
MP 5.5 utility trench
Sanitary sewer invert
CUYD
EXC.
CUYD
EMB.
332+00331+00330+00
3162 3162
3164 3164
3166 3166
3168 3168
3170 3170
3172 3172
3174 3174
3176 3176
3178 3178
D.20
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c ft .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Curve= PHX_2_C23
D
R= 535.00'
T= 243.60'
L= 457.18'
PRELIM
IN
ARY
Not for
C on str uc
J B
U P
J B
P T
.5
P C
.6
P T
.8
P C
.5
S S
U P
T
LINE 'PHX2'
330+00 to 360+00
PLAN & PLAN
CP
24143
CP
24144
CP
24145
CP
24146
N
N
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2'
LINE 'PHX2'
LINE 'PHX2', see Sheet E.11
Turnout 347+00
LINE 'PHX2', see Sheet E.12
Turnout 351+00
D.21
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fu .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P T
.5
P C
.6
P T
.8
Curve= PHX_2_C23 D
R= 535.00' T= 243.60' L= 457.18'
Curve= PHX_2_C24
D
R= 978.00'
T= 270.62'
L= 528.03'
Curve= PHX_2_C25 D
R= 1,838.00' T= 348.68'
L= 689.17'
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
360+00 to 390+00
PLAN & PLAN
CP
24147
CP
24148
CP
24149 CP
24150
CP
24151
N
N
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry (headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2', see Sheet E.13
Turnout 371+00
LINE 'PHX2'
LINE 'PHX2'
D.22
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fv .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
Curve= PHX_2_C30
D
R= 847.00'
T= 224.75'
L= 439.38'
Curve= PHX_2_C31 D
R= 752.00'
T= 151.43'
L= 298.86'
Curve= PHX_2_C26 D
R= 1,385.00'
T= 199.75'
L= 396.76'
Curve= PHX_2_C27 D
R= 890.00'
T= 101.74'
L= 202.61'
Curve= PHX_2_C28
D
R= 535.00'
T= 132.55'
L= 259.87'
Curve= PHX_2_C29
D
R= 477.00'
T= 145.50'
L= 282.44'
JB
P T
.0
P C
.2
P T
.5
P C
.5
P T
.4
UP
T
P T
.8
P C
.0
P T
.7
P C
.5
P T
.1
P C
.8
P T
.7
P C
.5
P T
.0
PRELIM
IN
ARY
Not for
C on str uc
W
P C
.1
P T
.2
P C
.2
P T
.6
0 P
C
.7
1 P T
.8
LINE 'PHX2'
390+00 to 420+00
PLAN & PLAN
N
CP
24152 CP
24153
N
CP
241153
CP
24154
CP
24155
CP
24156
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry (headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry (headwall repair), see Section G
Remove and reset stone masonry (headwall), see Section G
Repoint stone masonry
LINE 'PHX2', see Sheet E.14
Turnout 415+00
LINE 'PHX2'
LINE 'PHX2'
D.23
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fw .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.4
P T
.5
P C
.5
P T
.9
P C
.1
P T
.5
Curve= PHX_2_C32 D
R= 1,814.00' T= 151.41'
L= 302.12'
Curve= PHX_2_C33 D
R= 2,000.00'
T= 147.00'
L= 293.47'
Curve= PHX_2_C34 D
R= 782.00'
T= 176.49'
L= 347.15'
Curve= PHX_2_C35
D
R= 525.00'
T= 131.19'
L= 257.12'
Curve= PHX_2_C36
D
R= 493.00'
T= 149.57'
L= 290.43'
Curve= PHX_2_C37
D
R= 510.00'
T= 159.61'
L= 309.38'
PRELIM
IN
ARY
Not for
C on str uc
T V
UP
5 P
C
.6
P T
.3
P C
.5
P T
.6
P C
.0
SS
UP
T
LINE 'PHX2'
420+00 to 450+00
PLAN & PLAN
CP
24157
CP
24158
N
CP
24159
CP
24160 CP
24161
N
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
LINE 'PHX2', see Sheet E.15
Turnout 442+00
LINE 'PHX2'
LINE 'PHX2'
D.24
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fx .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.0
P T
.7
P C
.1
P T
.7
P C
.6
Curve= PHX_2_C38
D
R= 1,067.00'
T= 139.09'
L= 276.63'
Curve= PHX_2_C39
D
R= 718.00'
T= 200.24'
L= 390.55'
Curve= PHX_2_C40
D
R= 560.00'
T= 168.14'
L= 326.69'
Curve= PHX_2_C41
D
R= 490.00'
T= 341.23'
L= 596.13'
Curve= PHX_2_C42
D
R= 695.00'
T= 205.67'
L= 399.93'
PRELIM
IN
ARY
Not for
C on str uc
P T
.9
P C
.4
P T
.1
P C
.7
P T
.3
T
LINE 'PHX2'
450+00 to 480+00
PLAN & PLAN
CP
24162
CP
24163
CP
24164
N N
CP
24165
CP
24166
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2', see Sheet E.16
Turnout 458+00
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2', see Sheet E.17
Turnout 470+00
LINE 'PHX2'
LINE 'PHX2'
D.25
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fy .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.2
P T
.0
P C
.8
P T
.4
P C
.3
P T
.3
P C
.7
Curve= PHX_2_C42
D
R= 695.00'
T= 205.67'
L= 399.93'
Curve= PHX_2_C43 D
R= 730.00'
T= 149.92'
L= 295.73'
Curve= PHX_2_C44
D
R= 753.00'
T= 132.65'
L= 262.60'
Curve= PHX_2_C45 D
R= 888.00' T= 123.72' L= 245.86'
Curve= PHX_2_C46
D
R= 1,903.00'
T= 103.88'
L= 207.56'
Curve= PHX_2_C47
D
R= 2,452.00'
T= 167.26'
L= 334.01'
PRELIM
IN
ARY
Not for
C on str uc
BU
P
P T
.7
P C
.1
P T
.7
0 P
C
.3
P T
.3
P C
.0
P T
.1
P C
.6
S S
LINE 'PHX2'
480+00 to 510+00
PLAN & PLAN
N
CP
CP
24168
CP
24169 24167
N
CP
24170
CP
24161
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall repair), see Section G
Remove and reset stone masonry (headwall), see Section G
Repoint stone masonry
LINE 'PHX2', see Sheet E.18
Turnout 493+00
LINE 'PHX2', see Sheet E.19
Turnout 506+00
LINE 'PHX2'
LINE 'PHX2'
D.26
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P T
.3
P C
.4
P T
.4
P C
.7
P T
.7
Curve= PHX_2_C48
D
R= 1,902.00'
T= 127.04'
L= 253.70'
Curve= PHX_2_C49
D
R= 1,353.00'
T= 104.23'
L= 208.05'
Curve= PHX_2_C50
D
R= 827.00'
T= 111.16'
L= 221.00'
Curve= PHX_2_C51
D
R= 1,000.00'
T= 24.34'
L= 48.67' Curve= PHX_2_C52
D
R= 1,023.00'
T= 108.41'
L= 216.01'
Curve= PHX_2_C53 D
R= 640.00' T= 180.61' L= 352.07'
PRELIM
IN
ARY
Not for
C on str uc
C
E D
A R
T
P C
.6
P T
.0
P C
.0
S S
T
LINE 'PHX2'
510+00 to 540+00
PLAN & PLAN
N
CP
24172
CP
24173
CP
24174
CP
24175
CP
24176
N
(heaswall), see Section G
Repoint stone masonry
(heaswall), see Section G
Repoint stone masonry
(heaswall), see Section G
Repoint stone masonry
(heaswall), see Section G
Repoint stone masonry
(heaswall), see Section G
Repoint stone masonry
(heaswall), see Section G
Repoint stone masonry
(heaswall), see Section G
Repoint stone masonry
(heaswall), see Section G
Repoint stone masonry
(headwall repair), see Section G
Remove and reset stone masonry
(heaswall), see Section G
Repoint stone masonry
LINE 'PHX2'
LINE 'PHX2'
D.27
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz a .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P T
.6
P C
.1
P T
.7
P C
.0
P T
.6
Curve= PHX_2_C54
D
R= 1,752.00'
T= 581.76'
L= 1,123.38'
D
R= 2,581.00'
T= 185.64'
L= 370.65'
Curve= PHX_2_C55
Curve= PHX_2_C56
D
R= 1,018.00'
T= 244.30'
L= 479.54'
Curve= PHX_2_C57
D
R= 1,217.00'
T= 143.46'
L= 285.61'
PRELIM
IN
ARY
Not for
C on str uc
U
U P
P T
.7
P C
.2
P T
.9
U P
LINE 'PHX2'
540+00 to 570+00
PLAN & PLAN
N
CP
24177
CP
24178
CP
24179
CP
24180
CP
24181
N
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry (headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2', see Sheet E.20
Turnout 547+00
LINE 'PHX2'
LINE 'PHX2'
D.28
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz b .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.0
P T
.1
P C
.9
P T
.2
P C
.4
Curve= PHX_2_C58 D
R= 1,108.00'
T= 197.60'
L= 391.09'
Curve= PHX_2_C59
D
R= 788.00'
T= 152.00'
L= 300.31'
Curve= PHX_2_C60 D
R= 2,535.00' T= 443.10'
L= 877.35'
Curve= PHX_2_C61 D
R= 805.00'
T= 156.78'
L= 309.68'PRELIM
IN
ARY
Not for
C on str uc
C
E D
A R
F
IR
C
O T T
O N
W O
O D
T
U P
W V
W F
U P
W
T
W V
T
P C
.2
P T
.9
P C
.4
P T
.7
P C
.0
5 P
T
.7
T
W
LINE 'PHX2'
570+00 to 600+00
PLAN & PLAN
CP
24182
CP
24183
CP
24184
N
CP
24184
CP
24186
CP
24185
N
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry (headwall), see Section G
Repoint stone masonry
(headwall), see Section G
Repoint stone masonry
LINE 'PHX2', see Sheet E.21
Turnout 574
LINE 'PHX2', see Sheet E.22
Turnout 588
LINE 'PHX2', see Sheet E.23
Turnout 595
LINE 'PHX2'
LINE 'PHX2'
D.29
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz c .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
5 P
T
.7
0 P
C
.0
P T
.1
P
C
.7
P T
.3
P C
.0
P T
.0
P C
.7
Curve= PHX_2_C62
D
R= 1,191.00'
T= 150.65'
L= 299.72'
Curve= PHX_2_C63 D
R= 603.00' T= 119.70' L= 236.33'
Curve= PHX_2_C64 D
R= 530.00'
T= 127.23'
L= 249.73'
Curve= PHX_2_C65
D
R= 630.00'
T= 107.07'
L= 212.10'
Curve= PHX_2_C66
D
R= 1,000.00'
T= 33.30'
L= 66.57'
Curve= PHX_2_C67 D
R= 635.00'
T= 309.55'
L= 576.05'
PRELIM
IN
ARY
Not for
C on str uc
WW
P
W
LINE 'PHX2'
600+00 to 630+00
PLAN & PLAN
N
CP
24187
CP
24188
N
CP
24189
CP
24190
(headwall), see Section G
Repoint stone mansonry
D.30
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz d .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P T
.0
P C
.7
P T
.0
Curve= PHX_2_C68
D
R= 1,466.00'
T= 276.37'
L= 546.34'
PRELIM
IN
ARY
Not for
C on str uc
P
P C
.4
P T
.2
P C
.4
LINE 'PHX2'
630+00 to 660+00
PLAN & PLAN
N
CP
24191
CP
24192
N
CP
24193
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry (headwall), see Section G
Repoint stone mansonry
LINE 'PHX2'
LINE 'PHX2'
D.31
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz e .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P T
.5
P C
.9
Curve= PHX_2_C69
D
R= 2,129.00'
T= 243.94'
L= 485.76'
Curve= PHX_2_C70
D
R= 2,152.00'
T= 299.99'
L= 596.14'
PRELIM
IN
ARY
Not for
C on str uc
" C
E D
A R
P C
.5
P T
.7
P C
.3
P C
C
.8
PT
.8
LINE 'PHX2'
660+00 to 690+00
PLAN & PLAN
N
CP
24194
CP
24195
CP
24196
CP
24197
N
CP
24197
CP
24198
CP
24199
CP
24200
CP
95300
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall repair), see Section G
Remove and reset stone masonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
LINE 'PHX2', see Sheet E.24
Turnout 674
LINE 'PHX2'
LINE 'PHX2'
D.32
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz f.
d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.9
P T
.0
P C
.6
P T
.4
P C
.5
Curve= PHX_2_C71
D
R= 1,878.00'
T= 215.47'
L= 429.06'
Curve= PHX_2_C72
D
R= 591.00'
T= 286.02'
L= 532.77'
Curve= PHX_2_C73
D
R= 485.00'
T= 263.19'
L= 482.28'
Curve= PHX_2_C74
D
R= 547.00'
T= 354.80'
L= 629.50'
Curve= PHX_2_C75
D
R= 880.00'
T= 92.84'
L= 185.00'PRELIM
IN
ARY
Not for
C on str uc
U P
P C
.0
P T
.6
POT 1009+97.29
LINE 'PHX2'
690+00 to 720+00
PLAN & PLAN
N
CP
95300
CP
95301
CP
95303
CP
95302
N
CP
95304
CP
24201
CP
24202
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
LINE 'PHX2', see Sheet E.25
Turnout 692
LINE 'PHX2', see Sheet E.26
Turnout 710
LINE 'PHX2', see Sheet E.27
Turnout 713
697+63.22 LINE 'PHX2' =
1009+97.29 LINE 'PHX3'
Line 'PHX3'
Line 'PHX2'
D.33
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz g .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
5 P C
.5
P T
.0
P C
.8
Curve= PHX_2_C76
D
R= 1,947.00'
T= 201.03'
L= 400.65'
Curve= PHX_2_C77
D
R= 1,045.00'
T= 430.40'
L= 816.55'
Line 'PHX2'PRELIM
IN
ARY
Not for
C on str uc
.2
P T
.6
P C
.3
LINE 'PHX2'
720+00 to 750+00
PLAN & PLAN
N
CP
95308
CP
24203
N
CP
95310
CP
24204
CP
95311
CP
24205
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
LINE 'PHX2', see Sheet E.28
Turnout 735
LINE 'PHX2'
LINE 'PHX2'
D.34
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz h .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P T
.6
P C
.3
P T
.1
P C
.2
Curve= PHX_2_C78 D
R= 903.00' T= 468.14' L= 863.78'
Curve= PHX_2_C79
D
R= 665.00'
T= 177.95'
L= 347.75'
Curve= PHX_2_C80
D
R= 755.00'
T= 269.28'
L= 517.32'
Curve= PHX_2_C81
D
R= 463.00'
T= 481.99'
L= 745.89'
PRELIM
IN
ARY
Not for
C on str uc
0 P
T
.2
P C
.6
P T
.4
LINE 'PHX2'
750+00 to 780+00
PLAN & PLAN
N
CP
24206
CP
95313
CP
95314
CP
95315
CP
95316
N
CP
95316 CP
95318
(headwall), see Section G
Repoint stone mansonry
LINE 'PHX2', see Sheet E.29
Turnout 769
LINE 'PHX2'
LINE 'PHX2'
D.35
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz i.
d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.2
Curve= PHX_2_C81
D
R= 463.00'
T= 481.99'
L= 745.89'
Curve= PHX_2_C82 D
R= 890.00'
T= 410.83'
L= 769.79'
Curve= PHX_2_C83 D
R= 2,900.00' T= 913.74' L= 1,770.36'
PRELIM
IN
ARY
Not for
C on str uc
P C
.0
P T
.9
P C
.9
LINE 'PHX2'
780+00 to 810+00
PLAN & PLAN
N
CP
95319
CP
24207
CP
95320
N
CP
95321
LINE 'PHX2', see Sheet E.30
Turnout 793
LINE 'PHX2', see Sheet E.31
Turnout 810
LINE 'PHX2'
LINE 'PHX2'
D.36
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz j.
d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
5 P
T
.5
Curve= PHX_2_C83
D
R= 2,900.00'
T= 913.74'
L= 1,770.36'
Curve= PHX_2_C84
D
R= 1,742.00'
T= 313.75'
L= 620.84'
PRELIM
IN
ARY
Not for
C on str uc
C
E D
A R
C
E D
A R
C
E D
A R
C
E D
A R
C
E D
A R
P T
.4
P C
.8
LINE 'PHX2'
810+00 to 840+00
PLAN & PLAN
N
CP
24207
CP
24176
CP
24208
N
CP
95325
CP
95326
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
LINE 'PHX2', see Sheet E.32
Turnout 817
LINE 'PHX2'
LINE 'PHX2'
D.37
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz k .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
C u rv e P
H X
C
P T
.6
P C
.1
Curve= PHX_2_C85
D
R= 1,642.00'
T= 674.25'
L= 1,279.56'
Curve= PHX_2_C86
D
R= 820.00'
T= 218.89'
L= 427.80'
Curve= PHX_2_C86
D
R= 820.00'
T= 218.89'
L= 427.80'
Curve= PHX_2_C87
D
R= 4,640.00'
T= 1,013.08'
L= 1,994.86'
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
840+00 to 870+00
PLAN & PLAN
N
CP
95327
CP
95328
CP
95329
N
CP
95330
CP
24209
(headwall), see Section G
Repoint stone mansonry (headwall), see Section G
Repoint stone mansonry
LINE 'PHX2', see Sheet E.33
Turnout 867
LINE 'PHX2'
LINE 'PHX2'
D.38
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz l.
d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
C u rv e P
H X C
R ,6
.0
T ,0
.0
L ,9
.8
P T
.0
PRELIM
IN
ARY
Not for
C on str uc
P C
.7
P T
.3
P C
.6
LINE 'PHX2'
870+00 to 900+00
PLAN & PLAN
CP
24210
CP
95334
N
CP
95335
N
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
(headwall), see Section G
Repoint stone mansonry
LINE 'PHX2'
LINE 'PHX2'
D.39
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz m .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P T
.4
P C
.0
P T
.4
Curve= PHX_2_C89
D
R= 1,023.00'
T= 253.92'
L= 497.79'
Curve= PHX_2_C88
D
R= 2,928.00'
T= 350.47'
L= 697.62'
Curve= PHX_2_C90
D
R= 1,020.00'
T= 306.99'
L= 596.39'
Curve= PHX_2_C89 D
R= 1,023.00' T= 253.92' L= 497.79'
PRELIM
IN
ARY
Not for
C on str uc
T
W V
W
BM
G
W
W
W
P T
.8
P O
T
.5
C P
C P
J H
E L
E L
J H
J H
"C
E D
A R
"B
IR
C H
" D
O
T T
O N
W O
A R
D W
A L
K
"H
E M
L O
C K
F A
L L
IN
R
E E
E K
E
ID
O P
O S
E D
"C
E D
"C
E D
E D
E D
E D
"C
E D
A
E D
A R
"H
E M
L O
C K
"C
E D
E D
"C
E D
E D
"C
E D
E D
E D
"C
E D
E D
"C
E D
"C
E D
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"H
E M
L O
C K
"C
E D
A R
"H
E M
L O
C K
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R4 "C
E D
A R
"C
E D
A R S
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
"C
E D
A R
" C
E D
A R
"C
E D
A R
"H
E M
L O
C K
B O
A R
D W
A L
K
N
CP
CP
CP
LINE 'PHX2'
900+00 to 922+18.55
PLAN & PLAN
CP
23001
N
922+18.55 LINE 'PHX2'
MT PRA GLAC 10(30)
END PROJECT
E=881533.668
N=1587983.001
LINE 'PHX2'
LINE 'PHX2'
D.40
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz n .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C J o r g e n s o n
M
M a d a r
C h e c k e d b y
D e s ig n e d b y
P C
.6
Curve= PHX_2_C91
D
R= 965.00'
T= 387.08'
L= 736.24' PRELIM
IN
ARY
Not for
C on str uc
,1
.6
,1
.0
-2.7789% -0.2368%
45' VC
K = 18
-0.2368%
T
UP
UP
UP
UP
EL= 3172.66
E=913372.849
N=1628188.789
N
LINE 'PHX3
Existing ground
Profile grade
CUYD
EXC.
CUYD
EMB.
1007+001006+001005+001004+001003+001002+001001+00
D.41
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz o .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
Slope stake limits
Slope stake limits
P C
.4
P T
.0
Curve= PHX_3_C_1
D
R= 550.00'
T= 168.83'
L= 327.61'
CONSTRUCTION
BEGIN
LINE 'PHX3'
1002+01.16
MT PRA GLAC 10(30)
PRELIM
IN
ARY
Not for
C on str uc
,1
.6
185' VC
K = 16
.3
,1
.5
+1.99 26%
90' VC
K = 10
SSD = 160'
,1
.5
T
N
CUYD
EXC.
CUYD
EMB.
1010+001009+001008+001007+00
D.42
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz p p .d g n
MT PRA GLAC 10(30)
A u g u s t
C h e c k e d b y
D e s ig n e d b y
GPS
95301
LINE 'PHX3'
Pavement markings, type B, solid (white)
697+63.22 LINE 'PHX2' =
1009+97.29 LINE 'PHX3'
EL= 3187.57
E=914130.898
N=1628094.793
Existing ground
Existing ground
Profile grade
Profile grade
Slope stake limits
Slope stake limits
P O
T
.2
CONSTRUCTION
END
1009+86.19 LINE 'PHX3'
MT PRA GLAC 10(30)
PRELIM
IN
ARY
Not for
C on str uc
N
PARKING AREA
AVALANCHE
D.43
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c fz q .d g n
MT PRA GLAC 10(30)
S e p te m b e r
C h e c k e d b y
D e s ig n e d b y
LINE 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
50 10002550
SCALE IN FEET
N
LINE 'PHX1'
TURNOUT 71+00
INFORMATION/ORIENTATION
Turnout Overlay, see typical section
Reset wheelstop
Pavement markings, type B, accessibility symbol
Pavement markings, type B, solid (white)
24110
CP
E.3
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tc .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Line 'PHX1'
PRELIM
IN
ARY
Not for
C on str uc
END LINE 'PHX1'
BEGIN LINE 'PHX2'
N
LINE 'PHX2'
TURNOUT 152+00
Apgar Curve Reconstruction, see typical section
Pavement markings, type B, solid (white)
Boulder
150+00.00 LINE 'PHX2'
105+54.00 LINE 'PHX1' =
E.4
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c td .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Line 'PHX1'
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 227+00
Boulder
Fence (log rail)
Turnout Overlay, see typical section
FOOTNOTE:
See Section H wayside exhibit pad detail.
Pavement markings, type B, solid (white)
Fixture, wayside exhibit (pad type 1)
Fixture, wayside exhibit (pad type 2)
N
CP
24125
Fixture, wayside exhibit (remove pad)
E.5
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c te .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
7 2
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 244+00
Turnout Overlay, see typical section
Remove and reset sign
Boulder
Pavement markings, type B, solid (white)
Remove and reset boulder
N
24128
CP
E.6
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tf .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 252+00
SLOW TRAFFIC
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
CP
24129
N
E.7
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tg .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 274+00
Turnout Overlay, see typical section
Boulder
Pavement markings, type B, solid (white)
Remove and reset sign
Remove and reset boulder
GPS
24134
N
E.8
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c th .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
JBU
50 10002550
SCALE IN FEET
LINE 'PHX2'
TURNOUT 311+00
SLOW TRAFFIC
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
N
E.9
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c ti .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Line 'PHX2'
20 70
PRELIM
IN
ARY
Not for
C on str uc
50 10002550
SCALE IN FEET
LINE 'PHX2'
TURNOUT 323+00
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
Fence (log rail)
Boulder
Aggregate surface course, 6-inch depth (government furnished)
4%
2% ty p
(typ.)
1' s te p b o tt o m
56" Bedding material
8'
3'
15.5'
Stone masonry (steps 4'L x 1.5'W x 6"H)
PEDESTRIAN PATH - 4' WIDTH
.0
.6
L t.
E L
.1
.5
.7
L t.
E L
.2
24141
CP
N
E.10
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tj .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
NTS
Line 'PHX2'
20 70
See Detail this sheet for profile
Pedestrian path - 4' width
PRELIM
IN
ARY
Not for
C on str uc
U P
50 10002550
SCALE IN FEET
N
CP
24145
LINE 'PHX2'
TURNOUT 347+00
(typ.)
1'
16.5%
10%
3.4%
2.5'
4.5'
10'
8'
4.28%
40'
5' s te p b o tt o m
Aggregate surface course, 6-inch depth (government furnished)
Stone masonry (steps 4'L x 1.5'W x 6"H) ty p material
6" Bedding
PEDESTRIAN PATH - 4' WIDTH
PEDESTRIAN PATH - 5' WIDTH
.0
.1
L t.
.5
.4
L t.
0%
.1
.5
L t.
.4
.9
L t.
.4
.9
L t.
E L
.8
E L
.0
E L
.3
E L
.0
E L
.3
Turnout Reconstruction, see typical section
Curb, concrete (log pattern)
Removal of sidewalk, asphalt
Sidewalk, asphalt (2" compacted depth)
Removal of curb
Fence (log rail)
Boulder
Snow pole holder (remove and reset)
Pavement markings, type B, solid (white)
CP
24145
Removal of fence (log rail)
E.11
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tk .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
NTS
NTS
7 3
Line 'PHX2'
55 25
See detail this sheet for profile
Pedestrian Path - 4' width
Pedestrian Path - 5' width
57 44
56 22
Existing ground
PRELIM
IN
ARY
Not for
C on str uc
50 10002550
SCALE IN FEET
LINE 'PHX2'
TURNOUT 351+00
Pavement markings, type B, solid (white)
Turnout Overlay, see typical section
N
E.12
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tl .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y : 3
70 20
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
JB
UP
50 10002550
SCALE IN FEET
LINE 'PHX2'
TURNOUT 371+00
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
E.13
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tm .d g n
MT PRA GLAC 10(30)
A u g u s t
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
CP
24148
N
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 415+00
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
Boulder
N
CP
24155
E.14
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tn .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 442+00
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
E.15
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c to .d g n
MT PRA GLAC 10(30)
A u g u s t
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
CP
24160
N
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 458+00
Ditch reconditioning (Remove aggregate turnout)
24163
CP
N
E.16
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tp .d g n
MT PRA GLAC 10(30)
A u g u s t
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
/2
" IR
W /Y
P C
E le v
.7
E
.9
N
.7
/2
" IR
W /Y
P C
E le v
.7
E
.4
N
.9
LINE 'PHX2'
TURNOUT 470+00
CP
24165
CP
24166
N
Turnout Overlay, see typical section
Aggregate surface course, 6-inch depth (government furnished)
Removal of fence (log rail)
Fence (log rail)
Removal of wheelstop
Wheelstop, concrete (log pattern)
Pavement markings, type B, solid (white)
Pavement markings, type B, accessibility symbol
E.17
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tq .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
1 4 2 4
Line 'PHX2'
49 70
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 493+00
E.18
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tr .d g n
MT PRA GLAC 10(30)
A u g u s t
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
N
CP
24169
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
2" overlay
70 20
Line 'PHX2'
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 506+00
CP
24171
N
Turnout Overlay, see typical section
Pavement markings, type B, solid (white)
Line 'PHX2'
E.19
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c ts .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc
U P
U P
50 10002550
SCALE IN FEET
LINE 'PHX2'
TURNOUT 547+00
LINCOLN LAKE
24178
CP
N
Turnout Reconstruction, see typical section
Aggregate surface course, 6-inch depth (government furnished)
Removal of wheelstop
Wheelstop, concrete (log pattern)
Snow pole holder (remove and reset)
Pavement markings, type B, solid (white)
Curb, concrete (log pattern)
E.20
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tt .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
PRELIM
IN
ARY
Not for
C on str uc
F
IR
T
U P
W V
W F
U P
W
T
50 10002550
SCALE IN FEET
LINE 'PHX2'
TURNOUT 574+00
TRANSIT STOP
SPRAGUE CREEK CAMPGROUND
E.21
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tu .d g n
MT PRA GLAC 10(30)
A u g u s t
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
N
GPS
24182
Pavement markings, type B, solid (white)
Turnout Overlay, see typical section
20 70
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 588+00
CP
24184
N
Removal of fence (log rail)
Fence (log rail)
Placed riprap, method A, class 4
Removal of sidewalk, asphalt
Sidewalk, asphalt (2" compacted depth)
Curb, concrete (log pattern)
Removal of curb
Boulder
Snow pole holder (remove and reset)
Turnout Reconstruction, see typical section
Pavement markings, type B, solid (white)
Separation-stabilization geotextile, Class 1, type C
SECTION A-A
NTS
30'
3'
E.22
STATE PROJECT
NUMBER
SHEET
I n t_ ft m y fi le s p w p r o d u c ti o n d m s g la c tv .d g n
MT PRA GLAC 10(30)
S e p te m b e r
J o r g e n s
M a d
C h e c k e d b y
D e s ig n e d b y
W V
T
Line 'PHX2'
30' 30'
30'
25' 25'
25'
47 47 47 47
A
A
A
A
A
P T
.7
P C
.0
T
PRELIM
IN
ARY
Not for
C on str uc
LINE 'PHX2'
TURNOUT 595+00
N
CP
24186
Placed riprap, method A, class 4Aggregate surface course, 6-inch depth (government furnished)
PEDESTRIAN PATH - 4' WIDTH
.0
.8
L t.
E L
.6
.2
.2
L t.
E L
.2
17' @ -1.24% 9' @ -18.56% 28' @ -14.00%
20' @ -31.15% 26' @ -5.15%
Removal…
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