Atch_2_Drawings.pdf
PDF 12 MB Posted
- Attached to
- THRO HQ Area Street and sidewalk replacement
- Solicitation number
- 140P6322B0004
About this file
This document provides details on a federal solicitation to replace street and sidewalks at Theodore Roosevelt National Park in Medora, North Dakota. The solicitation number is 140P6322B0004 and is being issued by the Department of the Interior National Park Service Midwest Region to replace approximately one mile of asphalt street and four miles of concrete sidewalk at HQ Area of Theodore Roosevelt National Park. Interested parties should review attachment 2, which contains drawings related to the project specifications. The solicitation represents an opportunity for contractors to replace critical infrastructure and support visitor access at this national park site.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Sol_140P6322B0004.pdf | ||
| Atch_3_Bid_Schedule.pdf | ||
| Atch_5_DOL_Wage_Determination_ND20220054.pdf | ||
| Atch_4_Specifications_Submittal_List.xls | XLS spreadsheet | |
| Atch_1_Specifications-SOW.pdf |
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Text version
TITLE OF PROJECT
THEODORE ROOSEVELT NATIONAL PARK
80120
NATIONAL
SERVICE
PARK
LOCATION WITH PARK
HQ AREA STREET AND SIDEWALK REPLACEMENT
SOUTH UNIT
NAME OF PARK
REGION COUNTY STATE
NORTH DAKOTABILLINGSMIDWEST
SITE PLAN SYMBOLOGY GENERAL SYMBOLOGY
U E
UE
UE
U E
U E
UE
U E
G
T
T
T
T
N
E 1213000.0
N
E 1212500.0
N
E 1213500.0
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
LEGEND
SANITARY MANHOLE
SANITARY CLEANOUT
WATER MANHOLE
WATER VALVE
FIRE HYDRANT
POWER POLE
ELECTRIC JUNCTION BOX/OUTLET
GAS TANK ACCESS
NATURAL GAS VALVE
WATER METER
WATER SERVICE
TELEPHONE MANHOLE
SIGN W/ TWO POST
SIGN W/ ONE POST
MISCELLANEOUS POST/BOLLARD
FOUND BOUNDARY MONUMENT
BENCHMARK
PROPERTY PIN
CONTROL POINT
FLAGPOLE
STREET LIGHT
STREET LIGHT W/ LUMINAIRE
SPRINKLER HEAD
DECIDUOUS TREE
CONIFEROUS TREE
MAJOR CONTOUR
MINOR CONTOUR
EDGE OF GRAVEL
EDGE OF ASPHALT
EDGE OF CONCRETE
S
T
S
T
SANITARY SEWER PIPE
NATURAL GAS PIPE
OVER HEAD ELECTRIC CABLE
UNDERGROUND ELECTRIC CABLE
DOMESTIC WATER MAIN PIPE
CULVERT
COMMUNICATIONS CABLE
S
G
OHE
UE
W
T
UE
UE
U E
U E
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G
T
T
T
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N
E 1213000.0
N
E 1212500.0
N
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
VAN
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N
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N
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
VAN
V
A
N
S
T
S
T
ROAD
CLOSED
AHEAD
ROAD
WORK
AHEAD
ROAD
CLOSED
R11-2
48"x30"
R11-4
60"x30"
ROAD CLOSED
TO
THRU TRAFFIC
W20-2
36'x36"
W20-1
36'x36"
TYPE III
BARACADE
DETOUR DETOUR
M4-9
30"x24"
M4-9
30"x24"
W20-5
36'x36"
RIGHT
LANE
CLOSED
AHEAD
ONE LANE
ROAD
100 FT
DETOUR
100 FT
W20-2
36'x36"
W20-4
36'x36"
SIGN SUMMARY
NO
PARKING
ANY
TIME
R7-200
24'x18"
END
DETOUR
M4-8a
24"x18"
CLOSED
DETOUR
ROAD
WORK
AHEAD
END
DETOUR
ROAD
CLOSED
DETOUR
100 FT
ROAD
CLOSED
AHEAD
DETOUR
ROAD
WORK
AHEAD
DETOUR
100 FT
ROAD
CLOSED
AHEAD
DETOUR
DETOUR
DETOUR
DETOUR
END
DETOUR
TRAFFIC CONTROL PHASE 1
NOTES
1. WORK ON 3RD AVENUE SHALL BE COMPLETED WITHIN 30 CALENDAR DAYS OF THE DATE WORK
STARTS ON THAT SEGMENT OF THE PROJECT.
2. NO AREA OF THE SITE ROADWAY OR SIDEWALKS SHALL BE LEFT EXPOSED DURING A WINTER
SHUT DOWN.
3. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE BASE. BID OPTION #1 AND BID OPTION #2
LAYOUTS ARE LOCATED ON SHEETS C24 THROUGH C28.
WORK
AHEAD
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WORK
AHEAD
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C
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D
ROAD
CLOSED
AHEAD
ROAD
CLOSED
AHEAD
ROAD
CLOSED
AHEAD
TRAFFIC CONTROL PHASE 2
NOTES
1. WORK ON 2ND AVENUE SHALL BE COMPLETED WITHIN 120 CALENDAR DAYS OF THE START DATE
PROVIDED ON THE NOTICE TO PROCEED. EXACT PHASING OF THE 2ND AVENUE WORK SHALL BE
PROPOSED BY THE CONTRACTOR AT THE PRE-CONSTRUCTION MEETING AND APPROVED BY THE
COR. THE PERIOD OF PERFORMANCE IS INCLUSIVE OF 14 WEATHER DAYS.
2. NO AREA OF THE SITE ROADWAY OR SIDEWALKS SHALL BE LEFT EXPOSED DURING A WINTER
SHUT DOWN.
3. THE CONTRACTOR SHALL RETAIN A MEANS OF ACCESS BY EMERGENCY RESPONSE VEHICLES TO
THE PROJECT AREA AT ALL TIMES DURING THE CONSTRUCTION PROJECT.
4. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE BASE. BID OPTION #1 AND BID OPTION #2
LAYOUTS ARE LOCATED ON SHEETS C24 THROUGH C28.
U E
G
G
N
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N
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W
W
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N
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W
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S
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COORDINATE POINTS TABLE
COORDINATE POINTS TABLE COORDINATE POINTS TABLE
COORDINATE POINTS TABLE COORDINATE POINTS TABLE
U E
N
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W W W W W W W W W W
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W W
W
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W W
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UE
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T
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N
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N
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N
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
VAN
V
A
N
LT
LT
LT
LT
LT
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T
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LT
LT
L
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LT
LT
L
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LT
LT
LT
LT
LT
LT
L T
L T
LT
L T
LT
LT
LT
LT
LT
LT
LT
LT
S
T
S
U E
G
G
N
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N
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W
W
W
W
W
W
W
W
W
W
W
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W
W
W
W
W
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W
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W
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U
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G
G
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G
G
T
T
T
T
T
T
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N
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N
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W
W
W
W
W
W
W
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W
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W
V
A
N
E 1213000.0
N
E 1212500.0
VAN
L T
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N
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V
A
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E 1213000.0
VAN
V
A
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| G0 COVER - Layout1 |
| G1 LEGENDS - Plot |
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| C1 Topographic Survey |
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| C7 REMOVALS - Plot |
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| C9 REMOVALS - Plot |
| C10 POINTS - Plot |
| C11 POINTS - Plot |
| C12 POINTS - Plot |
| C13 TABLES - Plot |
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| C12 TYPICAL - OPT 1 |
| C16 TYPICAL - OPT 1 |
| C17 2ND P&P - Plot |
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