Park_2013_1B_95_.pdf
PDF 21 MB Posted
- Attached to
- MT PARK 2013(1)B Gardiner Gateway, Phase 2 Federal contract opportunity
- Solicitation number
- DTFH70-15-R-00014
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A002_Gardiner_Gateway.pdf | ||
| A001_Gardiner_Gateway.pdf | ||
| Q A_for_posting_on_FBO.pdf | ||
| Q A_for_posting_on_FBO.pdf | ||
| Q A_for_posting_on_FBO.pdf | ||
| Plan_Request_form_GardinerGateway.pdf | ||
| RFP_GardinerGateway.pdf | ||
| Earthwork-data-listing-all.pdf | ||
| Geotechnical_Report_06-14.pdf | ||
| SWPPP_Gardiner_Gateway_Phase_II_MT_PARK_2013(1)B.pdf | ||
| Park_2013_1B_XS_Combined_all.pdf | ||
| Plans_Gardiner_Gateway.pdf | ||
| Final-Gardiner_Hydraulics_Report-combined-1r.pdf | ||
| Preliminary-Letter_MT_Park_2013(1)B.pdf | ||
| PROJECT_DESCRIPTION_MT_PARK_20131(B).pdf |
Show all 15
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
LENGTH 0.630 MILES
FEDERAL HIGHWAY ADMINISTRATION
U. S. DEPARTMENT OF TRANSPORTATION
Project Location
Projects, FP-03 US Customary Units of Roads and Bridges on Federal Highway
Standard Specifications for Construction
APPROVED:
DATE
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
TYPE OF CONSTRUCTION:
DESIGN DESIGNATION:
SPECIFICATION:
Western Federal Lands Highway Division
Director, Project Delivery, C. KRATOVIL
PROJECT MANAGER
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
PLANS PREPARED BY
PLANS FOR PROPOSED PROJECT
MT PARK 2013(1)B
COMMITMENT TO EXCELLENCE
FEDERAL LANDS HIGHWAY
R
E N
O R
A I
N
N
ST F
R
I
D
D E P A
T
NTOFT A SP
T T
O
U
TE
ATESO
AM
E R
IC
A
M
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 Glasgow
HAVRE
Shelby
FALLS
GREAT
Lewistown
Dillon
E N
O T
S
WOLLEY
R E
VIR
90 15
2 2
MONTANA
REVIR
GARDINER GATEWAY, PHASE 2
95% PLANS
See Sheet A.2 for Index to Sheets
SCALE IN MILES
20 0 20 40 60
W Y
O M I N
G
I D
A H
O
MONTANA
GARDINER
Helena
Bozeman
Billings
Butte Anaconda
B e a v e rh e a d
Mts.
Centennial Mts.
Falls
Idaho
MEM. PKWY.
JOHN D. ROCKEFELLER JR.
YELLOWSTONE
NATIONAL
PARK
PROJECT AREA
Vicinity Map
See Sheet A.4 for
Roadside Development.
Grading, Base, Paving, Drainage and N
MONTANA
PARK COUNTY
YELLOWSTONE NATIONAL PARK
Design Vehicle- 45' Tour Bus e (max)
V
SADT (2035)
SADT (2015)
0.040
20 MPH
veh/day2637
2161 veh/day
A.1
STATE PROJECT
NUMBER
SHEET
MT
PARK 2013 (1)B
P
M
A u g u s t
U
S S u r ft
D c m y fi le s p w p r o d u c ti o n d m t-b a a .d g n
R J o h n s o
W
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
8/24/15
Prel im ina ry
Not for
C on str uc tio
INDEX TO SHEETS
INDEX TO SHEETS
INDEX TO SHEETS
INDEX TO SHEETS
K. TEMPORARY TRAFFIC CONTROL
J. LAYOUTS
I. EROSION CONTROL
H. DRAINAGE
G. ROADSIDE DEVELOPMENT
F. WALLS
E. SITE PLAN
D. MAINLINE PLAN AND PROFILES
C. TYPICAL SECTIONS
B. SUMMARIEOF QUANTITIES
A. GENERAL INFORMATION
A.2
STATE PROJECT
MT PARK 2013(1)B
A
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b a b .d
C h e c k e d b y
D e s ig n e d b y
TEMPORARY TRAFFIC CONTROL STANDARD PLANS
ADVANCED SIGNING MAP
TABULATION OF TRAFFIC CONTROL QUANTITIES
DRIVEWAY AND ALLEY LAYOUT INFORMATION
DRIVEWAY AND ALLEY APPROACH LAYOUT
ACCESSIBILITY RAMP DETAILS
ACCESSIBILITY RAMP AND BULBOUT LAYOUT
CURB AND SIDEWALK LAYOUT
RIVER ACCESS DITCH OUTLET DETAIL
EROSION CONTROL PLANS INLET PROTECTION DETAILS
SOIL EROSION AND SEDIMENT CONTROL TREATMENT DETAILS
SEDIMENT WATTLE DETAILS
SILT FENCE DETAILS
SOIL EROSION AND SEDIMENT CONTROL PLANS
TABULATION OF SOIL EROSION SEDIMENT CONTROL QUANTITIES
INLET DETAILS
CURB INLET, TYPE II
CONCRETE MANHOLE DETAILS
E PARK ST, STORM SEWER OUTFALL PLAN & SECTIONS
E PARK ST
S 4TH ST
S 3RD ST
S 1ST ST
E MAIN ST
W MAIN ST
TABULATION OF DRAINAGE QUANTITIES (SCHEDULE A & B)
FIRE HYDRANT INSTALLATION DETAILS
ADA HANDRAIL DETAILS
STAIR DETAILS
BENCH DETAILS
TRASH AND RECYCLE BASE DETAILS
DRAINAGE CHASE
BOLLARD DETAILS
FENCE DETAILS
ROADWAY DETAILS
E PARK ST / CONFLUENCE PARK PLAN
W MAIN ST 20+66 TO 20+88
W MAIN ST ROCKERY WALL
TABULATION OF WALL QUANTITIES
K.3-7
K.2
K.1
J.25-46
J.24
J.23
J.7-22
J.1-6
I.13
I.12
I.11
I.10
I.9
I.2-8
I.1
H.15
H.14
H.13
H.12
H.10-11
H.9
H.8
H.7
H.6
H.3-5
H.1-2
G.11
G.10
G.9
G.8
G.7
G.6
G.5
G.4
G.1-3
F.4
F.3
F.2
F.1
E.32
E.31
E.30
E.29
E.28
E.27
E.26
E.25
E.24
E.23
E.22
E.21
E.20
E.19
E.18
E.17
E.16
E.15
E.14
E.13
E.12
E.11
E.10
E.9
E.8
E.7
E.6
E.5
E.4
E.1-3
D.24
D.22-23
D.20-21
D.18-19
D.16-17
D.14-15
D.12-13
D.10-11
D.9
D.8
D.7
D.1-6
C.2-6
C.1
B.5-9
B.1-4
A.5
A.4
A.3
A.2
A.1
SITE PLAN PARCEL 001, 002, AND 003
SITE PLAN PARCEL 004, 005, & ACCESS WEST OF PARCEL 005
SITE PLAN PARCEL 021
SITE PLAN PARCEL 018
SITE PLAN PARCEL 006 (SOUTH SIDE)
SITE PLAN PARCEL 006 (WEST SIDE)
SITE PLAN PARCEL 026 (ALONG 1ST ST)
SITE PLAN PARCEL 007 AND 025
SITE PLAN PARCEL 026, 027, AND 028
SITE PLAN PARCEL 029 AND 030
SITE PLAN PARCEL 031 AND 032
SITE PLAN PARCEL 033
SITE PLAN PARCEL 034 AND 012C
SITE PLAN PARCEL 012B AND 035
SITE PLAN PARCEL 019B
SITE PLAN PARCEL 036A AND 036B
SITE PLAN PARCEL 037 AND 069
SITE PLAN PARCEL 055 AND 068
SITE PLAN PARCEL 067B AND 054
SITE PLAN PARCEL 066 AND 067A
SITE PLAN PARCEL 053 AND 065
SITE PLAN PARCEL 051 AND 052
SITE PLAN PARCEL 049 AND 050
SITE PLAN PARCEL 047 AND 048
SITE PLAN PARCEL 045 AND 046
SITE PLAN PARCEL 043 AND 044
SITE PLAN PARCEL 041 AND 042
SITE PLAN PARCEL 064 AND 040
E PARK ST SITE PLAN AND CONFLUENCE PARK PLAN
TABULATION OF SITE PLAN QUANTITIES
EMERGENCY ACCESS TRAIL PROFILE
E PARK ST PLAN AND PROFILE
E PARK ST PLAN AND PROFILE
S 3RD ST PLAN AND PROFILE
S 1ST ST PLAN AND PROFILE
E MAIN ST PLAN AND PROFILE
W MAIN ST PLAN AND PROFILE
W MAIN ST PLAN AND PROFILE
MAIN ST AND S 4TH STREET PROFILE
MAIN ST AND S 4TH ST PLAN
ALIGNMENT INDEX
TABULATION OF PLAN QUANTITIES
ROADWAY TYPICAL SECTIONS
TABULATION OF PAVEMENT QUANTITIES
SUMMARY OF QUANTITIES - SCHEDULE B
SUMMARY OF QUANTITIES - SCHEDULE A
PROJECT SITE PLAN
VICINITY MAP
PLAN SYMBOLS AND ABBREVIATIONS
INDEX TO SHEETS
TITLE SHEET
N.7-8
N.3-6
N.1-2
M.10-11
M.2-9
M.1
L.12-14
L.11
L.10
L.9a
L.3-9
L.1-2
N. LANDSCAPING
M. ELECTRIC UTILITIES
L. PERMANENT TRAFFIC CONTROL
LANDSCAPING DETAILS
VEGETATION PLAN
TABULATION OF LANDSCAPING QUANTITIES
LUMINAIRE DETAILS
LIGHTING UTILITY PLANS
TABULATION OF ELECTRICAL UTILITY QUANTITIES
PERMANENT TRAFFIC CONTROL STANDARD PLANS
METAL SIGN SUPPORTS
PERMANENT SIGN DETAILS
GATE DETAILS
PERMANENT TRAFFIC CONTROL PLANS
TABULATION OF PERMANENT TRAFFIC CONTROL QUANTITIES
Prel im ina ry
Not for
C on str uc
N
Lake
Rainbow
G A R D I N E RAirport
5.0 M
iles
52.0 M
iles
To Livingston e dils d n a L
C r e e k
PROJECT LOCATION
VICINITY MAP
LANOITAN
SCALE IN MILES
0 2 lanoitaN yradnuoB en ot s wo ll eY reviR
Park survey and 1984 dependent survey
National Park per 1883
North boundary Yellowstone
SERVICE BOUNDARY
NATIONAL PARK
Project Site Plan
See Sheet A.5 for
To M am m oth, W
Y
YELLOWSTONE NATIONAL PARK
A.4
STATE PROJECT
PARK 2013(1)B
a y
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b a d .d
J o h n s
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
NP
NP
NP
N P
NP
NP
NP
Prel im ina ry
Not for
C on str uc t e e rt
S d r teertS kraP tsaE daoR liarT enot swoll eY s t
S tr e e t
Yellowstone River
Stone Street
Spring Street
Water Street
Schools
Gardiner
Schools
Gardiner
N
Main Street
YN
P N orth Entrance R oad th S tr e e t
W Park Street
W Park Street
PARK 2013(1)B, Gardiner Gateway Phase 2
LEGEND:
n d S tr e e t H w y
NORTH BOUNDRY
NATIONAL PARK
YELLOWSTONE
Sheet D.22
Sheet D.20
S h e e t D .1
S h e e t D .1
Sheet D.14Sheet D.10
Sheet D.8
Confluence Park
River Access Trail
SCALE IN FEET
0 500500
PROJECT SITE PLAN
A.5
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b a e .d
J o h n s
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
Sheet D.12
G r a v e l D r iv e w a y S ta . 6 to
G r a v e l D r iv e w a y S ta . 6 to
C o n c r e te S id e w a lk w C .L . G a te S ta . 1
D r iv e w a y A p p r o a c h
Driveway Approach
Alley Approach
Alley Approach
Alley Approach
Concrete Stairs/Sidewalk ~ Sta. 415+22
Concrete/Gravel Driveway Approach to Garage ~ Sta. 415+39 to 415+51
G
G G
G
G
G
G
G
G
G
G
G
NB
NB
N B
N B
N B
G
Prel im ina ry
Not for
C on str uc
FOOTNOTE:
MAIN STREET
MAIN STREET
SHEET 1 of 5
TYPICAL SECTIONS
ROADWAY
2%
Head-in Parking
11'-0"
Traveled way
11'-0"
Traveled way Head-in Parking
19'-6"
2'-0"
2%
2'-0"
2%
MAIN STREET
ground
Existing
Varies
6" to Frontface of curb6" to Front face of curbMatch existing ground
2%
1 1
R .O .W
R .O .W
24+56 to 27+86
21+68 to 22+59
21+12 to 21+63
19+52 to 21+06
15+46 to 18+80
6" Bed course
4" Bed course
6" Manufactured topsoil
1" Mulch
1" Mulch
6" Manufactured topsoil 6" Bed course
4" Bed course
6" Bed course
4" Bed course
6" Bed course
4" Bed course
Profile grade and pivot point
Varies 19'-6"
80' R.O.W.
Existing ground
Match existing ground
1' (min.)
Varies 5' to 7'-9"
14+88 to 27+98
(MAIN-E-W01)
Cross-slope Cross-slope
Concrete sidewalk.
See Sheet G.1 for details Concrete sidewalk.
See Sheet G.1 for details
C le a r in g l im it s
C le a r in g l im it s
Concrete sidewalk.
See Sheet G.1 for details
Concrete sidewalk.
See Sheet G.1 for details the staking report data listing.
Clearing limits follow slope stake limits as shown in
12-inch depth (sloped).
concrete, 12-inch depth or curb and gutter, concrete, Where shown in the plans, provide either curb and gutter, curbs, gutters, manholes, and other structures.
Apply an asphalt tack coat to contact surfaces of pavements, Construct as shown in the Staking Report Data Listing.
Varies 1:2 (MAX)
Match existing ground
Varies 1:2 (MAX)
Existing ground
24+31 to 27+41
19+52 to 21+51
15+46 to 16+96
Varies 5'-0" to 8'-6"
Varies 1:2 (MAX)
Existing ground
Match existing ground
Varies (1:2 MAX)
Place in in two equal lifts
6-inch compacted depth
Hot asphalt concrete pavement, 4-inch compacted depth
Roadway aggregate, method 2, C.2
STATE PROJECT
A u g u s t
I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b c b .d
J o h n s
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
4-inch compacted depth
Recycled aggregate base
Construct curb and gutter, concrete, 12-inch depth.
See Sheet G.2a to G.2c for details for details
(sloping). See Sheet G.2a to G.2c concrete, 12-inch depth, Construct curb and gutter, See Sheet G.2a to G.2c for details concrete, 12-inch depth.
Construct curb and gutter, See Sheet G.2a to G.2c for details concrete, 12-inch depth.
Construct curb and gutter, CSS-1h, SS-1h Tack coat, grade CSS-1, Prel im ina ry
Not for
C on str uc
See Sheet G.3 for details
Asphalt sidewalk. (Driveway approach with asphalt tie)
1ST STREET
Parallel Parking Traveled way Traveled way
10'-0"
2%
2'-0"
6" to Front face of curb
5'-0"
SHEET 2 of 5
TYPICAL SECTIONS
ROADWAY
R .O .W
R .O .W
2%
Profile grade pivot point
4" Bed course
Concrete sidewalk. See Sheet G.1 for details
6" Bed course
6" Bed course
4" Bed course
10+40 to 13+16
(1st Ø1)
5'-0"
50' R.O.W.
1' min. 6" to Front face of curb 1' min.
11'-0" 11'-0"
2%
R .O .W
6" Bed course
4" Roadway aggregate, method 2
10+48 TO 11+69
FOOTNOTE:
C le a r in g l im it s
C le a r in g l im it s
Cross-slope Cross-slope
See Sheet G.1 for details
Concrete sidewalk.
staking report data listing.
Clearing limits follow slope stake limits as shown in the
12-inch depth (sloped).
concrete, 12-inch depth or curb and gutter, concrete, Where shown in the plans, provide either curb and gutter, curbs, gutters, manholes, and other structures.
Apply an asphalt tack coat to contact surfaces of pavements, Construct as shown in the Staking Report Data Listing.
Existing ground
Match existing ground
Varies 1:2 (MAX)
Existing ground
Varies 1:2 (MAX)
Match existing ground
Varies 5'-0" to 7'-0"
Match existing ground
Existing ground
6'-10"
C.3
STATE PROJECT
A u g u s t
I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b c c .d
J o h n s
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
Place in two equal lifts
6-inch compacted depth
Hot asphalt concrete pavement
4-inch compacted depth
Roadway aggregate, method 2
4-inch compacted depth
Recycled aggregate base
12-inch depth. See Sheet G.2a to G.2c for details
Construct curb and gutter, concrete, See Sheet G.2a to G.2c for details concrete, 12" depth.
Construct curb and gutter, 12-inch depth. See Sheet G.2a to G.2c for details
Construct curb and gutter, concrete, CSS-1h, SS-1h Tack coat, grade CSS-1, Prel im ina ry
Not for
C on str uc
SHEET 3 of 5
TYPICAL SECTIONS
ROADWAY
Parallel ParkingTraveled way
10'-0"
6" to Front face of curb
R .O .W
Match existing concrete valley gutterExisting concrete valley gutter
Traveled way
Traveled way Parallel ParkingTraveled way
10'-0"
6" to Front face of curb
Parallel Parking
R .O .W
6" to Front face of curb
10'-0" 2'-0"
Shoulder
2'-0"
Shoulder
9'-0"
3RD STREET
3RD STREET
Profile grade and pivot point
50' R.O.W.
Profile grade and pivot point
6" Bed course
4" Bed course
34+00 to 34+40
(3RDØ2)
6" Bed course
6" Bed course
4" Bed course
2%
2'-0"
R .O .W
5'-0"
1' min.
2' 11'-0" 11'-0"
31+30 to 33+20
(3RDØ2)
2%
4" Bed course
2%
50' R.O.W.
3'-6"
R .O .W
4TH STREET
40+20 to 41+06
(4THØ1)
FOOTNOTE:
Cross-slope Cross-slope
C le a r in g l im it s
C le a r in g l im it s
C le a r in g l im it s
Cross-slope Cross-slope
See Sheet G.1 for details
Concrete sidewalk.
See Sheet G.1 for details
Concrete sidewalk.
staking report data listing.
Clearing limits follow slope stake limits as shown in the
12-inch depth (sloped).
concrete, 12-inch depth or curb and gutter, concrete, Where shown in the plans, provide either curb and gutter, curbs, gutters, manholes, and other structures.
Apply an asphalt tack coat to contact surfaces of pavements, Construct as shown in the Staking Report Data Listing.
Varies 0'-0" to 9'-0" Varies 3'-6" to 5'-0"
Varies 12'-9" to 13'-0"
Varies 1:2 (MAX)
Existing ground
Match existing ground
Concrete sidewalk.
See Sheet G.1 for details
Varies 1:2 (MAX)
Existing ground
Match existing ground
Varies 1:2 (MAX) ground existing Match ground Existing
Place in two equal lifts
6-inch compacted depth
Hot asphalt concrete pavement
4-inch compacted depth
Roadway aggregate, method 2
Place in two equal lifts
6-inch compacted depth
Hot asphalt concrete pavement
4-inch compacted depth
Roadway aggregate, method 2
4-inch compacted depth
Recycled aggregate base
4-inch compacted depth
Recycled aggregate base
C.4
STATE PROJECT
A u g u s t
I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b c d .d
J o h n s
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
12-inch depth. See G.2a to G.2c for details
Construct curb and gutter, concrete, See Sheet G.2a to G.2c for details concrete, 12-inch depth
Construct curb and gutter, See Sheet G.2a to G.2c for details concrete, 12-inch depth .
Construct curb and gutter, CSS-1h, SS-1, SS-1h Tack coat, grade CSS-1, CSS-1h, SS-1, SS-1h Tack coat, grade CSS-1, Prel im ina ry
Not for
C on str uc
EAST PARK STREET
2%
6" to Front face of curb
Varies 1'-0" to 25'-0"
Shoulder or Head-in Parking
11'-0"
Traveled way
11'-0"
Traveled way Shoulder or Parallel Parking
SHEET 4 of 5
TYPICAL SECTIONS
ROADWAY
R.O.W. Varies 22' to 33'
R .O .W
R .O .W
Varies 0" to 8"
Yellowstone National Park North Boundary
100+83 to 106+12
EPSØ2
6" Bed course
4" Bed course
Profile grade and pivot point
6" Bed course
4" Bed course
6" Bed course
Gutter, concrete, (valley)
101+40 to 102+74
5'-0"
6" to Front face of curb
FOOTNOTE:
C le a r in g l im it s
C le a r in g l im it s
Cross-slope
Concrete sidewalk. See
Sheet G.1 for details
Cross-slope
See Sheet G.1 for details
Concrete sidewalk, (6-inch depth), staking report data listing.
Clearing limits follow slope stake limits as shown in the
12-inch depth (sloped).
concrete, 12-inch depth or curb and gutter, concrete, Where shown in the plans, provide either curb and gutter, curbs, gutters, manholes, and other structures.
Apply an asphalt tack coat to contact surfaces of pavements, Construct as shown in the Staking Report Data Listing.
Varies 1:2 (MAX)
Existing ground
Match existing ground
Varies 1:2 (MAX)
Match existing ground
Existing ground
H o te l
Existing sidewalk
Varies 1'-0" to 90'-10"
Regrade existing gravel parking
3'-0"11'-0"26'-6"
Varies 0'-0" to 54'-6"
See Sheet J.5 for layout points and sidewalk locations.
See Sheet N.6 for landscape
104+70 t o 105+64
Place in two equal lifts
6-inch compacted depth
Hot asphalt concrete pavement
4-inch compacted depth
Recycled aggregate base
4-inch compacted depth
Roadway aggregate, method 2
C.5
STATE PROJECT
A u g u s t
I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b c e .d
J o h n s
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
12-inch depth. See Sheet G.2a to G.2c for details
Construct curb and gutter, concrete, See Sheet G.2a to G.2c for details concrete, 12-inch depth.
Construct curb and gutter, CSS-1h, SS-1, SS-1h Tack coat, grade CSS-1, Prel im ina ry
Not for
C on str uc
RIVER ACCESS TRAIL
300+72 to 304+44
(RATØ1)
TYPICAL SECTIONS
ROADWAY
SHEET 5 of 5
FOOTNOTE:
Construct as shown in the Staking Report Data Listing.1 t o d e p th
6'-0"
Path, 14' min.
pivot point
Profile grade and
1:
1.
m ax
1:
m ax 2%
See Sheet H.12 for details
Placed riprap, class 3.
1:
m ax 2%
Traveled way
0' to 14'
1:2 max
6-inch compacted depth
Aggregate base, grading D
6-inch compacted depth
Aggregate base, grading D
EMERGENCY ACCESS TRAIL
400+51.53 to 400+68.01
(EATØ1)
C.6
STATE PROJECT
NUMBER
SHEET
A u g u s t
I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b c f.
d g
C h e c k e d b y
D e s ig n e d b y
Prel im ina ry
Not for
C on str uc
Yellowstone River
Stone Street
Spring Street
Water Street
Schools
Gardiner
School
Gardiner
ALIGNMENT INDEX
(EPS02)
E. Park St
(1ST01)
1st St
(MAIN_E-W01)
E MAIN St
(MAIN_E-W01)
MAIN St (E-W)
(3RD02)
3rd St
(4TH01)
4th St
(4TH01)
4th St
PARK NORTH BOUNDARY
YELLOWSTONE NATIONAL
(EAT01)
Emergency Access Trail
(RAT01)
River Access Trail n d S tr e e t H
W Y
D.7
STATE PROJECT
J u ly
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d f.
d
J o h n s
M c
Q u is to n B
K u n ih is a
C h e c k e d b y
D e s ig n e d b y
Prel im ina ry
Not for
C on str uc
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
WV
WV
WV
WV
WV
WF EM
WV
P
W S
O
W
SO
W
SO
W
SO
W S
O
N B
T
W S
O
W S
O
PI 15+
15.84
N
T H
P O
T
.0
P O
T
.8
BEGIN PROJECT
EL=5304.10
E= 63618.0878
N= 80331.8266
T H
N
MAIN ST
S 4th St Detail
S
T H S
T
S
T H S
T
Slope stake limits
Slope stake limits
Slope stake limits
Proposed drainage system
Existing drainage system
END CONSTRUCTION
EL=5302.29
E= 63644.84
N= 80461.42
Proposed drainage system
M A
T C
H E
X I S
T I N
G
NOTE:
2.
1.
14+88.00
MAIN ST
41+06
S 4TH ST
MAIN ST & 4TH ST DETAIL
Line to be constructed
Line to be constructed
Line to be constructed
Existing Edge of Pavement
Existing edge of pavement
T C
H L I
E
D.8
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d g .d g
C h e c k e d b y
D e s ig n e d b y and proposed drainageinformation.
See Sheet H.3 and H.9 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
See S. 4th St. Detail
Prel im ina ry
Not for
C on str uc
,2
.3
,2
.5
0+4.00 00%
30' VC
+10 .8
8%
,3
.8
SSD = 225'
K = 24
267' VC
,3
.6
,3
.0
-1.6317%
50' VC
,3
.6
-5.4844%
-8.1384%
,2
.2
N
BEGIN PROJECT
EL=5304.10
E= 63618.0878
N= 80331.8266
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
40+0016+0015+0014+0013+00
5280 5280
5285 5285
5290 5290
5295 5295
5300 5300
5305 5305
5310 5310
41+00 42+00
LC
15+15.84(MAIN_E-01)
40+00 (4th01)
El = 5306.65
53155315
END CONSTRUCTION
EL=5302.29
E= 63644.84
N= 80461.42
N
14+88.00
MAIN ST
41+06
S 4TH ST
M
A T
C H E
X I S
T I N
G
Profile grade
Existing ground
134 EXC CUYD
32 EMB CUYD 8 EMB CUYD
67 EXC CUYD
D.9
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d g .d
C h e c k e d b y
D e s ig n e d b y
Prel im ina ry
Not for
C on str uc
22 22
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
P I
.7
PI 33+64.00
T
T
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SOW
SO
UP
W A R N I N G
B U R I E D
U T I L I T Y
N
S
R D S
T
.(MAIN_E-W01)
P O
T
.0
P O
T
.7
R D
MAIN ST (E-W)
drainage system
Proposed
M A
T C
H L I N
E
SEE SHEET D.12
SEE SHEET D.12
Remove light pole by others
W MAIN ST
SHEET 1 OF 2
Line to be constructed of Pavement
Existing Edge
Remove light by others.
Protect pole.
T C
H L I
D.10
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d i.
d g
C h e c k e d b y
D e s ig n e d b y
NOTE:
2.
1.
and proposed drainageinformation.
See Sheet H.4 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
Prel im ina ry
Not for
C on str uc
,3
.8
-0.4625%
,3
.5
-0.9118%
SSD = 225'
K = 24
267' VC
N
Profile grade
Existing ground
CUYD
EXC.
CUYD
EMB.
20+0019+0018+0017+0016+00
5300 5300
5305 5305
5310 5310
5315 5315
5320 5320
5325 5325
5330 5330
21+00 15+00
LC
Main St (E-W) 19+16.77=
3rd St 33+64.00
779 EXC CUYD
2 EMB CUYD
D.11
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d i2 .d
C h e c k e d b y
D e s ig n e d b y
Prel im ina ry
Not for
C on str uc
40 4030
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
G G
G
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W S
O
W
SO
W
SO
P I
.6
PI 33+64.00
N
(MAIN_E-W01)
MAIN ST (E-W)
M A
T C
H L I N
E
See Sheet F.2 for details rockery wall
Remove and reset
See Sheet F.3 for details crib retaining wall
Construct treated timber
W MAIN ST
SHEET 2 OF 2
H
W Y
S
N D S
T
Line to be constructed
Existing Edge Remove light pole by others
T C
H L I
D.12
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d j.
d g
C h e c k e d b y
D e s ig n e d b y
NOTE:
2.
1.
and proposed drainageinformation.
See Sheet H.5 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
Prel im ina ry
Not for
C on str uc
.5
-0.9118%
,3
.1
-0.1579%
,3
.8
-1.1008%
,3
.9
+2.0000%
,3
.4
-2.0000%
,3
.8
30' VC
SSD = 1219'
K = 318
240' VC
SSD = 1159'
K = 31
30' VC
N
Profile grade
Existing grade
LC
LC
Main St (E-W) 19+16.77 =
3rd St 33+64.00
Main St (E-W) 23+97.68 =
2nd St (HWY 89) 414+16.86
El=5311.47
CUYD
EXC.
CUYD
EMB.
24+0023+0022+0021+0020+00
5300 5300
5305 5305
5310 5310
5315 5315
25+00
D.13
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d j2 .d
C h e c k e d b y
D e s ig n e d b y
1123 EXC CUYD
3 EMB CUYD
Prel im ina ry
Not for
C on str uc
28 6
40 41
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
P O
T
.8
P O
T
.0
G
N B
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO W
SO
W
SOW
SO
W
SO
W
SO
W
SO
W
SO
W S
O
POT 12+82.56=
POT 27+68.15
(MAIN_E-W01)
S
T
Existing drainage system
N
M A
T C
H L I N
E
SEE SHEET D.16
E MAIN ST
S
S T S
T
E MAIN ST
Line to be constructed
D.14
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d k .d g
C h e c k e d b y
D e s ig n e d b y
Remove pole by others.
NOTE:
2.
1.
and proposed drainageinformation.
See Sheet H.6 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
Prel im ina ry
Not for
C on str uc
+0.5614%
,3
.3
-0.3529%
,3
.0
-2.8750%
,3
.7
+0.5273%
,3
.3
+2.0000%
,3
.7
-2.0000%
,3
.1
SSD = 1200'
K = 44
40' VC
SSD = 451'
K = 19
47' VC
SSD = 203'
K = 24
80' VC
Profile grade
LC
1st St. 12+82.56
E. Main St. 27+68.15 =
N
Existing ground
CUYD
EXC.
CUYD
EMB.
29+0025+0024+00
5295 5295
5300 5300
5305 5305
5310 5310
5315 5315
5320 5320
5325 5325
26+00 27+00 28+00
D.15
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d k .d
C h e c k e d b y
D e s ig n e d b y
1496 EMB CUYD
20 EXC CUYD
Prel im ina ry
Not for
C on str uc
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
P O
T
.5
P O
T
.0
POT 27+97.80
P O
T
.5
P O
T
.1
PO
T 13+
20.08
PC 100+
44.34
PT 100+61.67
101T T
U
PT
E M
W V
W V bp b p
G
NB
NB
P
P
W S
O
W S
O
W S
O
W S
O
W
SO
W
SO
W
SO
N
D
R= 90.00'
T= 48.46'
L= 88.90'
(1ST01)
S 1ST ST
Slope stake limits
Slope stake limits
SEE SHEET D.20
SEE SHEET D.20
SEE SHEET D.14
Protect poles
MATCH EXISTING
S 1ST ST
of Pavement
Line to be constructed
POT 27+97.80
E
M A I N S
T
D.16
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d l.
d g
C h e c k e d b y
D e s ig n e d b y
NOTE:
2.
1.
and proposed drainageinformation.
See Sheet H.7 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
Prel im ina ry
Not for
C on str uc
SSD = 515'
K = 27
60' VC
SSD = 1035'
K = 45
92' VC
,3
.5
,3
.3
-2.0000%
,3
.3
-4.2258%
,3
.2
-2.1922%
-6.8675%
,3
.4
SSD = 266'
K = 15
70' VC
N
Existing ground
Profile grade
LC
LC
1st St. 10+05.50 =
E. Park St. 101+06.05
El = 5318.49
1st St. 12+82.56 =
E. Main St. 27+68.05
El = 5309.33
CUYD
EXC.
CUYD
EMB.
5295 5295
5300 5300
5305 5305
5310 5310
5315 5315
5320 5320
5325 5325
5330 5330
10+00 11+00 12+00 13+00
362 EXC CUYD
1 EMB CUYD
D.17
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d l2 .d
C h e c k e d b y
D e s ig n e d b y
Prel im ina ry
Not for
C on str uc
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
PI 19+16.77
P I
.0
W V
W V
T
T
W S
O
W
SO
W
SO
W
SOW
SO
W
SO
W
SO
"D
IA
"D
IA
6" 6" 6" 6" 6" 6" 6"
" p v c
" p v c
" p v c
" p v c
C
C
C
C C
C
C
C
C
C
C
C
C
C
B
B
B
B
B
C
U P
W A
R N
I N
G B
U R
I E
D U
T I L
I T
Y
F
IB
E R O
P T
IC
M A
N H
O L E .8 ' D ia
T
T
N
(3RD02)
M
A I N
E
W
M A I N S
T
E
W
EL=5321.96
E=64047.77
N=80158.59
31+64.88
EL=5311.24
E=64046.27
N= 80439.70
S 3RD ST
Slope stake limitsSlope stake limits
SEE SHEET D.10
SEE SHEET D.10
END CONSTRUCTION
BEGIN CONSTRUCTION
Existing drainage system
S 3RD ST
34+46.00
Line to be constructed of Pavement
Existing Edge
Protect pole removed by others
Pole to be
D.18
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d m .d g
C h e c k e d b y
D e s ig n e d b y by others
Pole to be relocated to be relocated by others
Telecommunication box
NOTE:
2.
1.
and proposed drainageinformation.
See Sheet H.8 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
Prel im ina ry
Not for
C on str uc
.1
-3.0424%
,3
.7
-7.7121%
,3
.4
-1.1716%
,3
.5
-10.6710%
,3
.0
-12.9587%
SSD = 244'
K = 12
60' VC
SSD = 256'
K = 11
50' VC
SSD = 76'
K = 8
50' VC
SSD = 144'
K = 6
60' VC
SSD = 492'
K = 17
40' VC
N
LC
34+46.00
CUYD
EXC.
CUYD
EMB.
31+0030+00
5295 5295
5300 5300
5305 5305
5310 5310
5315 5315
5320 5320
5325 5325
5330 5330
32+00 33+00 34+00 35+00
Profile grade
Existing ground
3rd St. 33+64.00 =
Main St. (E-W) 19+16.77
El = 5314.29 EL=5311.24
E=64040.27
N= 80439.70
END CONSTRUCTION
31+64.88
EL=5311.24
E=64040.27
N= 80439.70
BEGIN CONSTRUCTION
316 EXC CUYD
2 EMB CUYD 2 EMB CUYD
97 EXC CUYD
D.19
STATE PROJECT
PARK 2013(1)
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d m .d
C h e c k e d b y
D e s ig n e d b y
Prel im ina ry
Not for
C on str uc
25 28
36 37
35 35
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
S
E S
H E
E T D .2
EL=5319.25
E= 63618.0878
N= 80331.8266
END CONSTRUCTION
100+81.24
Remove light fixture by others
Protect all poles
E PARK ST
SHEET 1 OF 2
Line to be constructed of Pavement
Existing Edge
Protect pole
Protect pole and E.3 for quantities
See Sheet D.21
SEE SHEET D.16
D.20
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d n .d g
C h e c k e d b y
D e s ig n e d b y
Protect all poles Protect poles
Protect poles
Protect poles
Protect pole
Remove pole by others by others
Remove pole
Remove pole by others
NOTE:
2.
1.
and proposed drainageinformation.
See Sheet H.10 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
Curve= EPS01
D
R= 30.00'
T= 8.92'
L= 17.33'P O
T
.0
P C
.3
P T
.6
P O
T
.0
WV
WV
T
TUPTEM
WV
WV
b p
N B
P
P
W
SO
W
SOW
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO
W
SO W
SO
W S
O
N
S
S T S
T
S
T
E PARK ST
(EPS02)
Prel im ina ry
Not for
C on str uc
CUYD
EXC.
CUYD
EMB.
5305 5305
5310 5310
5315 5315
5320 5320
5325 5325
5330 5330
101+00 102+00 103+00 104+00 100+00 105+00 106+00 107+00
EL=5319.25
E= 63618.0878
N= 80331.8266
END CONSTRUCTION
100+81.24
1758 EXC CUYD
62 EMB CUYD
D.21
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d n .d
C h e c k e d b y
D e s ig n e d b y
,3
.4
,3
.7
+1.0001% -3.0997%
,3
.9
+1.4504%
,3
.0
-2.3465%
,3
.6
SSD = 288'
K = 12
50' VC
SSD = 273'
K = 55
250' VC
SSD = 324'
K = 21
80' VC
N
Existing ground
Profile grade
LC
E. Park St. 101+06.05 =
1st St. 10+06.05
El = 5318.49
Prel im ina ry
Not for
C on str uc
Relocate pole by others of Pavement
Existing Edge
Line to be constructed
Protect pole
Protect pole
(Rat01)
River access trail
Trail (EAT01)
Emergency Access
Remove pole by others
Remove pole by others
31 32
LEGEND:
See Sheet G.2a for details
See Sheet G.2c for details
See Sheet G.2a for details
See Sheet G.2b for details
See Sheet G.1 for details
See Sheet G.1 for details
See Sheet G.4 for details
See Sheet G.4 for details
Removal of bollard
Removal of boulder
Removal of gate (Old iron park fence)
Removal of curb and gutter, concrete
Removal of fence (Old park fence)
Removal of sidewalk, concrete
Curb, stone, type 1, 18-inch depth
Curb and gutter, concrete, 12-inch depth
Curb and gutter, concrete, 12-inch dpeth (sloping)
Gutter, concrete (Valley)
Sidewalk, concrete (Driveway approach with concrete tie)
Sidewalk, concrete (Driveway approach with asphalt tie)
Sidewalk, concrete (6-inch thick)
Sidewalk, concrete (alley approach with asphalt tie)
Sidewalk, asphalt (Driveway approach with asphalt tie)
Accessibility ramp, concrete (Includes truncated domes)
Fence (type 2b, 5' height)
Gate (Iron park fence)
Sidewalk, concrete (4-inch thick)
Removal: Proposed:
See Sheet G.5 for details
Bollard
See Sheet G.1 for details
Curb, Concrete, 12-inch depth
39 Accessibility Ramp, Asphalt
Adjust water valve
Adjust fire hydrant
Manhole adjustment
Curb and gutter, concrete
12-inch depth (type 1B)
Curb and gutter, concrete
Curb and gutter, concrete
(Sloped to normal transition)
12-inch depth
(type 1B transition)
12-inch depth
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See J Sheets for details
See Sheet G.11 for details
See Sheet G.2c for details
See Sheet G.2c for details
See Sheet G.2a for details
UP
WV
T
W
SO
W
SOW
SO
W
SO
.1
.4
.2
P O
T
.0
P C
.7
P T
.6
P C
.7
P C
C
.3
304 PCC 304+
00.37
PT 304+44.24
304+44.24
EL=5251.43
E=65758.10
N=80092.83
END PROJECT
E PARK ST
SHEET 2 OF 2
S e e S h e e t
D .2
Curve= RAT45 D
R= 155.00' T= 69.65'
L= 130.92'
Curve= RAT46 D
R= 190.00' T= 32.14'
L= 63.68'
Curve= RAT47 D
R= 70.00'
T= 83.20'
L= 121.99'
Curve= RAT48 D
R= 392.00' T= 21.96'
L= 43.87'
D.22
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d o .d g
C h e c k e d b y
D e s ig n e d b y
NOTE:
2.
1.
and proposed drainageinformation.
See Sheet H.11 for existing and temporary construction limits.
Refer to E Sheets for Right-Of-Way plans
E PARK ST
Prel im ina ry
Not for
C on str uc
,3
.4
,3
.7
,3
.9
,3
.9
,3
.5
-2.0002%
-1 .9
,2
.4
-1 .9
-1 .9
SSD = 77'
K = 1
20' VC
304+44.24
CUYD
EXC.
301+00 302+00 303+00 304+00 300+00 305+00
EL=5251.43
E=65758.10
N=80092.83
END PROJECT
932 EXC CUYD
29 EMB CUYD
D.23
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d o .d
C h e c k e d b y
D e s ig n e d b y
N
Profile grade
Existing ground
Roadside ditch grade
Prel im ina ry
Not for
C on str uc
.0
,3
.8
-2.8443%
-1 .0
40' VC
,2
.6
CUYD
EXC.
401+00 402+00 403+00 400+00
352 EXC CUYD
15 EMB CUYD
D.24
STATE PROJECT
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b d p .d
C h e c k e d b y
D e s ig n e d b y
N
Existing ground
Emergency Access Trail (EAT01)
Profile grade
Prel im ina ry
Not for
C on str uc
See Sheet D.22
River Access Trail
Curve= CONP12
R= 48.50'
D
T= 22.23'
L= 41.69'
D
Curve= CONP11
R= 48.50'
T= 48.50'
L= 76.18'
Curve= CONP13
D
R= 21.50'
T= 9.86'
L= 18.48'
Remove gate
106+89
Remove gate
106+08
Construct fixture, shelter (Kiosk)
2+49
Remove and reset fence (log rail)
106+01 to 106+33
12-inch depth (paver edging block)
Construct curb, concrete, 300+29 to 300+30
Construct sidewalk, precast concrete pavers
300+25 to 300+85
Benches (2 total)
300+39 to 300+55
Remove fence, chain link (with barbed wire)
106+07 to 106+97
CONFLUENCE PARK PLAN
E PARK ST SITE PLAN AND
NO SCALE
C h e c k e d b y
D e s ig n e d b y
E.4
STATE PROJECT
A u g u s t
I n t_ ft m y fi le s p w p r o d u c ti o n d m t-b e c .d g n
Place boulder
300+27
See N Sheets for quantity tree and shrub.
Remove and replant
E Park St
(EPS02)
See Sheet L.9a for details
Install gate, metal (16-foot)
(Stone masonry edging)
Construct curb, stone, type 1, 18-inch depth
300+72 to 300+74
(Stone masonry edging)
Construct curb, stone, type 1, 18-inch depth
300+42 to 300+59
(Stone masonry edging)
Construct curb stone, type 1, 18-inch depth
300+10 to 300+72
(Stone masonry edging) stone, type 1, 18-inch depth
Construct curb, 300+57 to 300+63
(Stone masonry edging) stone, type 1, 18-inch depth
Construct curb, 105+36 to 106+24
(Stone masonry edging) stone, type 1, 18-inch depth
Construct curb, 300+05 to 300+34
YELLOW
STONE RIVER ACCESS
S E
R V
IC
E R
O A
D
WOOD POST
X X
60X60X36
PLANT
TREATMENT
WATER
OLD
G A
T E
GATE
SHED
STE
EL F
ENCE
HOUSE
HOUSE
BRICKSR
O
C K
S
DORM
IT
ORY
XANTE
RRASTAI
RS
P O
T
.0
P O
T
.0
P C
.7
Prel im ina ry
Not for
C on str uc
N
NOTE:
See Sheet A.5 for parcel location.1.
W MAIN ST
PARCEL 064 and 040
SITE PLAN
See Section N
Construct landscaping
Face of building
Building
" 9
E.5
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e e .d g
C h e c k e d b y
D e s ig n e d b y
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove existing sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove existing sidewalk, concrete.
See Section D for quantity
See Sheet J.24 for details.
(Driveway approach with concrete tie).
Construct sidewalk, concrete
Slope stake limits E5-001
E5-002
E5-003
E5-004
E5-005 E5-006 E5-007
E5-008 E5-009
E5-010
E5-011
E5-012
E5-013
E5-014
E5-015
E5-016
ES-017ES-018
ES-019
ES-020
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-inch depth.
Construct curb and gutter, See Section D for quantity
See Sheet J.9 for details.
(includes truncated domes).
Construct accessibility ramp, concrete
G a r d in e r
M T
P O B o x
D io c e s e O f M o n ta n a
Prel im ina ry
Not for
C on str uc
041 042
NOTE:
See Sheet A.5 for parcel location.1.
W MAIN ST
PARCEL 041 AND 042
SITE PLAN
See Section N.
Construct landscaping
" 9
E.6
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e f.
d g
C h e c k e d b y
D e s ig n e d b y
E6-001 E6-002
E6-003 E6-004
E6-005
E6-006
E6-007 E6-008
E6-009
E6-010
E6-011E6-012
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove existing sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
See Sheet J.26 for details.
(Driveway approach with concrete tie).
Construct sidewalk, concrete stake limits
Slope
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-inch depth.
Construct curb and gutter
Prel im ina ry
Not for
C on str uc
044043
NOTE:
See Sheet A.5 for parcel location.1.
W MAIN ST
PARCEL 043 AND 044
SITE PLAN
Protect tree
Protect tree
Slope stake limits fence (chain link)
Remove and reset
18+42 to 18+75
E.7
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e g .d g
C h e c k e d b y
D e s ig n e d b y
E7-001 E7-002
E7-003
E7-004
E7-005 E7-006
E7-007E7-008
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
concrete.
Cosntruct sidewalk, sidewalk, concrete.
Remove existing
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section N
Construct landscaping
T H I R
D S
T R
E E
T
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-inch depth.
Construct curb and gutter, Prel im ina ry
Not for
C on str uc
046045
Remove fence
19+65 to 19+66
NOTE:
See Sheet A.5 for parcel location.1.
W MAIN ST
PARCEL 045 AND 046
SITE PLAN
See Section D for quantity
Remove existing concrete sidewalk
Remove portion of fence (log rail) to property line, Remove and reset fence (log rail)
20+27 to 20+41
Remove portion of fence (log rail).
to property line.
Remove and reset fence (log rail)
19+65 to 20+23 to property line.
Remove and reset fence (log rail)
19+53 to 19+65
Remove portion of fence (log rail).
to property line.
Remove and reset fence (log rail)
33+98 to 34+48
See Section D for quantiy.
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
Remove concrete sidewalk
E.8
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e h .d g
C h e c k e d b y
D e s ig n e d b y
3'-7"
3'-11"
" 2
E8-001 E8-002
E8-003 E8-004
E8-005 E8-006
E8-007 E8-008
Slope stake limits
See Section N
Construct landscaping
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
T H I R
D S
T R
E E
T
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-inch depth.
Construct curb and gutter, Prel im ina ry
Not for
C on str uc
N
NOTE:
See Sheet A.5 for parcel location.1.
W MAIN ST
PARCEL 047 AND 048
SITE PLAN
See Section N
Cosntruct landscaping
House
Removal of individual tree
20+66
See Section N
Construct landscaping
Slope stake limits
House
See Sheet G.9 for details
Construct concrete stairs.
Remove structure (wood walkway at Parcel 048).
20+96 to 21+00
E.9
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e i.
d g
C h e c k e d b y
D e s ig n e d b y
See Section D for quantity
Remove sidewalk, concrete.
See Section D for quantity
Remove sidewalk, concrete.
See Section D for quantity
Remove sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
E9-001 E9-002
E9-003
E9-004
E9-005
E9-006
E9-007
E9-008 to property line fence (log rail)
Remove and reset
21+01 to 21+15
(wood) to property line and reset gate
20+98 Remove to property line fence (log rail)
Remove and reset
20+69 to 20+95
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-inch depth.
Construct curb and gutter, Prel im ina ry
Not for
C on str uc
N
W MAIN ST
NOTE:
See Sheet A.5 for parcel location.1.
PARCEL 049 TO 050
SITE PLAN
Slope stake limits
Building
See Sheet G.10 for details.
handrail, (ADA handrail).
Install fixture, 21+63 to 22+19
E.10
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e j.
d g
C h e c k e d b y
D e s ig n e d b y
E10-001 E10-002
E10-003
E10-004
E10-005
E10-006 E10-007
E10-008
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
See Section D for quantity
Remove existing sidewalk, concrete.
See Section N
Construct landscaping
See Section D for quantity
Remove existing concrete sidewalk.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-inch depth.
Construct curb and gutter, Prel im ina ry
Not for
C on str uc
052051
W MAIN ST
NOTE:
See Sheet A.5 for parcel location.1.
PARCEL 051 TO 052
SITE PLAN
See Section D for quantity
See Sheet G.1 for details
Construct sidewalk, concrete
See Section D for quantity
See Sheet G.2c for details concrete,12-inch depth
Construct curb and gutter, See Section D for quantity
Remove existing concrete sidewalk
Building
Existing wood walkway
Existing elevated sidewalk
Building
Slope stake limits
E.11
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e k .d g
C h e c k e d b y
D e s ig n e d b y
E11-001
E11-002
S E
C O
N D S
T R
E E
T H I G
H W
A Y
G
Prel im ina ry
Not for
C on str uc
065053
NOTE:
See Sheet A.5 for parcel location.1.
E MAIN ST
PARCEL 053 TO 065
SITE PLAN
See Section N
Construct landscaping
Slope stake limits fence (wood)
Remove and reset
24+68 to 24+99
E.12
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e l.
d g
C h e c k e d b y
D e s ig n e d b y
" 3
E12-001
E12-002 E12-003
E12-004 E12-005
See Section D for quantity
See Sheet J.27 for details.
(Driveway approach with concrete tie).
Construct sidewalk, concrete
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
See Section D for quantity
Remove sidewalk, concrete.
S E
C O
N D S
T R
E E
T H I G
H W
A Y
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-inch.
Construct curb and gutter, See Section D for quantity
See Sheet G.1 for details.
concrete.
Construct sidewalk, concrete.
Remove sidewalk, reset fence (wood)
Remove and
25+02 to 25+18
E12-012 E12-010
E12-009
E12-011
E12-008
E12-007
E12-006
Prel im ina ry
Not for
C on str uc
067A
N
E MAIN ST
NOTE:
See Sheet A.5 for parcel location.1.
PARCEL 066 AND 067A
SITE PLAN
See Section N
Construct landscaping
Protect tree
Protect tree
Slope stake limits fence (wood)
Remove and reset
25+18 to 25+28 fence (wood)
Remove and reset
25+31 to 25+50 fence (chain link)
Remove and reset
25+69 to 25+77 fence (chain link)
Remove and reset
25+80 to 25+93
E.13
STATE PROJECT
NUMBER
SHEET
A u g u s t
U
S S u r ft m y fi le s p w p r o d u c ti o n d m t-b e m .d g
C h e c k e d b y
D e s ig n e d b y
E13-001
E13-002
E13-003
E13-004
E13-005
E13-006
E13-007 E13-008
See Section D for quantity
See Sheet J.28 for details.
(Driveway approach with asphalt tie).
Constuct sidewalk, concrete
See Section D for quantity
Remove eixisting sidewalk, concrete.
See Section D for quantity
See Sheet J.29 for details.
(Driveway approach with concrete tie).
Constuct sidewalk, concrete
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
See Section D for quantity sidewalk, concrete.
Remove existing
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
See Sheet G.1 for details.
Construct sidewalk, concrete.
Remove sidewalk, concrete.
See Section D for quantity
See Sheet G.2c for details.
concrete, 12-depth.
Consruct curb and gutter, Prel im ina ry
Not for
C on str uc
067B
N
Remove wall…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .