Attachment_2_-_Drawings.pdf
PDF 3 MB Posted
- Attached to
- ASH CREEK PIPELINE Federal contract opportunity
- Solicitation number
- 140L3626Q0012
About this file
This document is a set of design drawings for the Ash Creek Pipeline project prepared by the United States Department of the Interior, Bureau of Land Management, for the Miles City Field Office in Prairie County, Montana. The project is located at coordinates LAT 46°48'16.33" N, LONG 104°42'56.19" W.
The pipeline system consists of a mainline spanning approximately 58,030 linear feet and a Spur A spanning approximately 67,770 linear feet, with a combined total of 11,380 linear feet of pipe. The project includes 20 curb stops, 20 air relief valves, 4 hydrants with pressure-reducing valves, and 4 pressure-reducing valves. The system incorporates a 20,000-gallon fiberglass storage tank (12-foot diameter by 26-foot length, underground installation) with screened inlet and access ports. Construction requirements mandate a minimum 5-foot top-of-pipe cover for all pipelines and 6-foot cover for appurtenances, with bored pipe installed a minimum of 15 feet below the hard bottom of any water body or stream. All construction must be performed between July 15th and December 1st of a calendar year. The contractor is responsible for locating all utilities per Montana 811 Call Before You Dig requirements and must obtain prior approval from the Contracting Officer Representative for any deviations or conflicts. The project encompasses both BLM, state, and private land parcels within the project area.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140L3626Q0012_Amd_0001.pdf | ||
| Sol_140L3626Q0012.pdf | ||
| Attachment_1_-_Specifications.pdf | ||
| Attachment_4_-_Wage_Determination.pdf | ||
| Attachment_3_-_Storage_Tank_Shop_Drawings.pdf |
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
C H
K' D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
ES
IG
N
ED
B
Y:
PR
O
JE
C
T N
O
D R
AW
N
B Y:
SHEET
AP
PR
O
VE
D B
Y:
OF
D
AT
E:
D
ES
C
R
IP
TI
O
N M
AR
K
AP
PR
O
VE
D D
AT
E
U N
IT
ED
S
TA
TE
S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
R
EA
U O
F
LA
N D
M
AN
AG
EM
EN
T
N
AT
IO
N
AL
S
YS
TE
M O
F
PU
BL
IC
L
AN
D S
U .S
. D E
P A
R
TM
E N
T O
F
TH
E
IN
TE
R
IO
R
BU
R
EA
U
O F
LA
N
D M
AN
AG
EM
EN
T
TJ
C
TJ
C
LG
RLG
R
M ile s C ity
M on ta na
EM
D
D O
As h
C re ek P ip el in e
C ov er
DRAWING INDEX
VICINITY MAP
U
S.
D
EP
ARTMENT OF THE
INT ER
IO
R
March 3, 18 49
STATE REFERENCE MAP
COVER SHEET
SHEET
DESCRIPTION
PIPELINE OVERVIEW
SPUR A - PLAN & PROFILE
MAINLINE - PLAN & PROFILE
ASH CREEK PIPELINE
PRAIRIE COUNTY
MILES CITY FIELD OFFICE
UNITED STATES DEPARTMENT OF THE INTERIOR
BUREAU OF LAND MANAGEMENT
ALT
212 310
2 89
MONTANA
BENTON
FORT
MISSOULA
IDAHO
BRITISH COLUMBIA
KALISPELL
CHINOOK
LEWISTOWN
BUTTE
BILLINGS
GREAT FALLS
HELENA
CHOTEAU
ALBERTA
UNITED STATES
CANADA
HAVRE
WYOMING
SO
U
TH
D
AK
O
TA
GLASGOW
MILES CITY
MALTA
N O
R
TH
D
AK
O
TA
SASKATCHEWAN
UNITED STATESUNITED STATES
VICINITY MAP
DETAIL - STORAGE TANK
DETAIL - PIPELINE APPURTENANCES
R D
/ M
AR
SH
R D
GLENDIVE
SI
DN
EY
WIBAUX
CIRCLE
MILES CITY
PROJECT LOCATION
FALLON
ISM
AY
BAKER
CABIN CREEK RD
PINE UNIT RD
ANTICLINE RD
H
IG
H W
AY 340
N
TWO TRACK ACESS ROAD
NOTES
PROJECT LOCATION LAT/LONG
LAT: 46°48'16.33" N
LONG: 104°42'56.19"W
OIL FIELD ROAD
PINE UNIT ROAD
TW
O TRACK ACCESS ROAD
T12N R56E
W
DY
H
DY
H
DY
H
DY
H
TANK UG
AV
AV
C H
K' D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
ES
IG
N
ED
B
Y:
PR
O
JE
C
T N
O
D R
AW
N
B Y:
SHEET
AP
PR
O
VE
D B
Y:
OF
D
AT
E:
D
ES
C
R
IP
TI
O
N M
AR
K
AP
PR
O
VE
D D
AT
E
U N
IT
ED
S
TA
TE
S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
R
EA
U O
F
LA
N D
M
AN
AG
EM
EN
T
N
AT
IO
N
AL
S
YS
TE
M O
F
PU
BL
IC
L
AN
D S
U .S
. D E
P A
R
TM
E N
T O
F
TH
E
IN
TE
R
IO
R
BU
R
EA
U
O F
LA
N
D M
AN
AG
EM
EN
T
TJ
C
TJ
C
LG
RLG
R
M ile s C ity
M on ta na
EM
D
D O
As h
C re ek P ip el in e
Pi pe lin e
O ve rv ie w
PIPELINE OVERVIEW
BLM
STATE
PRIVATE
N
LEGEND
WELL & PUMP
HYDRANT WITH PRESSURE
REDUCING VALVE
STORAGE TANK
AIR VALVEW
DY
H TANK UG
AV
GENERAL NOTES
1. MONTANA 811 CALL BEFORE YOU DIG IS REQUIRED PRIOR TO
EXCAVATION AND MUST BE MAINTAINED. CONTRACTOR
RESPONSIBLE TO LOCATE ALL PRIVATE AND PUBLIC UTILITIES.
CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER
REPRESENTATIVE IMMEDIATELY IF THERE ARE ANY CONFLICTS
BETWEEN EXISTING UTILITIES AND CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR SHALL PROVIDE 5 FT TOP OF PIPE COVER FOR
THE PIPELINES, AND 6 FT COVER OF ALL APPURTENANCES
3. ALL BORED PIPE SHALL NOT EXCEED THE MAXIMUM BEND
RADIUS AND STRESS SPECIFIED BY THE MANUFACTURER.
INSTALL BORED PIPE A MINIMUM OF 15 FT BELOW HARD BOTTOM
OF ANY WATER BODY OR STREAM.
4. UTILITY CROSSINGS MAY BE BORED OR EXCAVATED AS DESIRED
BY THE CONTRACTOR. ALL BORES SHALL NOT BE SEPARATELY
PAID UNLESS PROPER JUSTIFICATION IS PROVIDED AND
SUBMITTED TO THE CONTRACTING OFFICER REPRESENTATIVE
FOR PRIOR APPROVAL.
5. INSTALL ALL PRESSURE REDUCING VALVES ABOVE GROUND ON
HYDRANT.
6. ALL CONSTRUCTION SHALL BE PREFORMED BETWEEN JULY 15TH
AND DECEMBER 1ST OF A CALENDAR YEAR.
MAINLINE
SPUR A
LAT: 46°48'16.33" N
LONG: 104°42'56.19"W
58+03
0+00
5+00
10+00 15+00 20+00
25+00 30+00
35+00 40+00
45+00
50+00
55+00
12+00
+0
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
EXISTING WELL
BEGIN MAINLINE
MAINLINE
END MAINLINE
BEGIN SPUR A
CURB STOP
DETAIL D
AIR VALVE
DETAIL C
STA=4+41.94
STA=39+36
OS=-82
STA=58+03
OS=0.0
Elevation
Station
MAINLINE - PROFILE
0+00 10+00 20+00 30+00 40+00 50+00 60+0060+00
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
AIR VALVE
DETAIL C
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
C H
K' D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
ES
IG
N
ED
B
Y:
PR
O
JE
C
T N
O
D R
AW
N
B Y:
SHEET
AP
PR
O
VE
D B
Y:
OF
D
AT
E:
D
ES
C
R
IP
TI
O
N M
AR
K
AP
PR
O
VE
D D
AT
E
U N
IT
ED
S
TA
TE
S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
R
EA
U O
F
LA
N D
M
AN
AG
EM
EN
T
N
AT
IO
N
AL
S
YS
TE
M O
F
PU
BL
IC
L
AN
D S
U .S
. D E
P A
R
TM
E N
T O
F
TH
E
IN
TE
R
IO
R
BU
R
EA
U
O F
LA
N
D M
AN
AG
EM
EN
T
TJ
C
TJ
C
LG
RLG
R
M ile s C ity
M on ta na
EM
D
D O
As h
C re ek P ip el in e
M ai nl in e
- P la n
Pr of ile
MAINLINE - PLAN N
0+
5+
10+00
15+00
67+77
12+00
15+00 20+00
25+00
30+00
35+00
40+00
+0
50+00
55+00 60+00
65+00
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
EXISTING WELL
BEGIN MAINLINE
SPUR A
END SPUR A
BEGIN SPUR A
STORAGE TANK
DETAIL A & B
CURB STOP
DETAIL D
CURB STOP
DETAIL D
AIR VALVE
DETAIL C
AIR VALVE
DETAIL C
STA=4+41.94
STA=53+45.29
STA=41+51
OS=57
STA=64+53
OS=48
Elevation
Station
SPUR A - PROFILE
12+00 20+00 30+00 40+00 50+00 60+00 70+00
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
HYDRANT WITH PRESSURE REDUCING VALVE
DETAIL E
AIR VALVE
DETAIL C
STORAGE TANK
DETAIL A & B
C H
K' D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
ES
IG
N
ED
B
Y:
PR
O
JE
C
T N
O
D R
AW
N
B Y:
SHEET
AP
PR
O
VE
D B
Y:
OF
D
AT
E:
D
ES
C
R
IP
TI
O
N M
AR
K
AP
PR
O
VE
D D
AT
E
U N
IT
ED
S
TA
TE
S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
R
EA
U O
F
LA
N D
M
AN
AG
EM
EN
T
N
AT
IO
N
AL
S
YS
TE
M O
F
PU
BL
IC
L
AN
D S
U .S
. D E
P A
R
TM
E N
T O
F
TH
E
IN
TE
R
IO
R
BU
R
EA
U
O F
LA
N
D M
AN
AG
EM
EN
T
TJ
C
TJ
C
LG
RLG
R
M ile s C ity
M on ta na
EM
D
D O
As h
C re ek P ip el in e
Sp ur
A
Pl an
P ro fil e
SPUR A - PLAN N
ACCESS PORT
CURB STOP
RISER w/ CAP
DETAIL D
20,000 GAL FIBERGLASS
STORAGE TANK
12" COMPACTED GRAVEL
ROCK FOR
EROSION
STEEL PIPE OVERFLOW
PROTECTION W/ SCREEN
EXISTING
GROUND
1'
2'
2" HDPE SUPPLY LINE
BURIED BELOW FROST LINE
2" VENT &
OVERFLOW
2" VENT &
OVERFLOW
STORAGE TANK PROFILE
DETAIL A
SCREENED INLET
ACCESS PORT
CURB STOP
RISER w/ CAP
20,000 GAL FIBERGLASS
STORAGE TANK
12" COMPACTED GRAVEL
STEEL PIPE OVERFLOW
PROTECTION W/ SCREEN
ROCK FOR
EROSION
2'
2" VENT &
OVERFLOW
2'
2'
2" VENT
RISER
STORAGE TANK PLAN
DETAIL B
2'
SCREENED INLET
2" HDPE SUPPLY LINE
BURIED BELOW FROST LINE
C H
K' D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
ES
IG
N
ED
B
Y:
PR
O
JE
C
T N
O
D R
AW
N
B Y:
SHEET
AP
PR
O
VE
D B
Y:
OF
D
AT
E:
D
ES
C
R
IP
TI
O
N M
AR
K
AP
PR
O
VE
D D
AT
E
U N
IT
ED
S
TA
TE
S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
R
EA
U O
F
LA
N D
M
AN
AG
EM
EN
T
NA
TI
O
NA
L
SY
ST
EM
O F
PU
BL
IC
L
AN
DS
U .S
. D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
RE
AU
O F
LA
ND
M
AN
AG
EM
EN
T
1/
/2
TJ
C
TJ
C
LG
RLG
R
M ile s C ity
M O
N
TA
N A
EM
D
D O
As h
C re ek P ip el in e
D et ai l -
S to ra ge
T an k
NOTES:
1. TANK SHALL BE INSTALLED ON A FIRM LEVEL
FOUNDATION THAT WILL NOT SETTLE
DIFFERENTIALLY 12" OF COMPACTED SAND &
GRAVEL OVER STABLE WELL COMPACTED
NATIVE SOIL
2. STORAGE TANK SHALL BE FURNISHED AND
TRANSPORTED TO INSTALLATION LOCATION BY
BLM GRAZING PERMITEE PER SPECIFICATION
02665 PART 2.2 - A.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR
COMPLETE INSTALLATION AND PLUMBING OF
STORAGE TANK PER SPECIFICATION 02665 PART
3.2 - G - 5
4. TANK SHALL BE A MONTANA FIBERGLASS 12' DIA
X 26' UNDERGROUND TANK. SEE STORAGE
TANK SHOP DRAWINGS FOR DIMENSIONS OF
STORAGE TANK.
5. TYPICAL DRAWINGS NOT TO SCALE
EXISTING
GROUND
GUARD POST
VENT HOLES
THREADED SCH 40
PVC CAP
GRAVEL PACK
(1 ft3 - 1.0' X 1.0' X 1.0')
SCH 40 PVC
RISER PIPE
AIR VALVE
TYPICAL AIR VALVE
DETAIL C
3'
5'TIRE
6' 1'
7"
SUPPLY LINE BURIED
BELOW FROST DEPTH
EXISTING
GROUND
GUARD POST
THREADED SCH 40
PVC CAP
GRAVEL PACK
(1 ft3 - 1.0' X 1.0' X 1.0')
SCH 40 PVC
RISER PIPE
CURB STOP
TYPICAL CURB STOP
DETAIL D
3' 5'
6'
TIRE
1'
7"
SUPPLY LINE BURIED
BELOW FROST DEPTH
EXISTING
GROUND
GUARD POST
TIRE
HYDRANT
GRAVEL PACK
(3.4 ft3 - 1.5' X 1.5' X 1.5')
TYPICAL HYDRANT
DETAIL E
6' 3'
3' 5'
7"
SUPPLY LINE BURIED
BELOW FROST DEPTH
1.5" LINE FROM SUPPLY LINE
BURIED BELOW FROST DEPTH
"T" FROM SUPPLY
LINE TO 1.5" LINE
PRESSURE REDUCER
C H
K' D
B Y:
D
ES
IG
N
O
FF
IC
E:
D
ES
IG
N
ED
B
Y:
PR
O
JE
C
T N
O
D R
AW
N
B Y:
SHEET
AP
PR
O
VE
D B
Y:
OF
D
AT
E:
D
ES
C
R
IP
TI
O
N M
AR
K
AP
PR
O
VE
D D
AT
E
U N
IT
ED
S
TA
TE
S
D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
R
EA
U O
F
LA
N D
M
AN
AG
EM
EN
T
NA
TI
O
NA
L
SY
ST
EM
O F
PU
BL
IC
L
AN
DS
U .S
. D
EP
AR
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
BU
RE
AU
O F
LA
ND
M
AN
AG
EM
EN
T
1/
/2
TJ
C
TJ
C
LG
RLG
R
M ile s C ity
M O
N
TA
N A
EM
D
D O
As h
C re ek P ip el in e
D et ai l -
P ip el in e Ap pu rte na nc es
NOTES:
1. SEE PLAN & PROFILE SHEETS FOR AIR VALVE,
CURB STOP, AND HYDRANT LOCATIONS.
2. TYPICAL DETAILS DO NOT REPRESENT THE ONLY
APPROPRIATE TYPE OF INSTALLATION.
ALTERNATE TYPES OF INSTALLATIONS MUST BE
APPROVED BY CONTRACTOR OFFICER
REPRESENTATIVE.
3. DO NOT EXCEED MANUFACTURE'S RECOMMEND
MAXIMUM PRESSURE FOR ALL APPURTENANCES.
4. INSTALL PER SPECIFICATION 02665 PART 3.2 - G -
1,2,3 & 4.
5. TYPICAL DRAWINGS NOT TO SCALE
| Ash Creek Pipeline |
| Sheets and Views |
| Ash Creek Pipeline-Cover |
| Ash Creek Pipeline-General Notes |
| Ash Creek Pipeline-Mainline |
| Ash Creek Pipeline-Spur A |
| Ash Creek Pipeline Details |
| Sheets and Views |
| Ash Creek Pipeline Details-Storage Tank |
| Ash Creek Pipeline Details-Air Valve - Curb Stop - Hydrant |
| Ash Creek Pipeline Details.pdf |
| Sheets and Views |
| Ash Creek Pipeline Details-Storage Tank |
| Ash Creek Pipeline Details-Air Valve - Curb Stop - Hydrant |
| Ash Creek Pipeline Details.pdf |
| Sheets and Views |
| Ash Creek Pipeline Details-Storage Tank |
| Ash Creek Pipeline Details-Air Valve - Curb Stop - Hydrant |
| Ash Creek Pipeline Details.pdf |
| Sheets and Views |
| Ash Creek Pipeline Details-Storage Tank |
| Ash Creek Pipeline Details-Air Valve - Curb Stop - Hydrant |
File details come from the government source that posted it. Updated .