HLCNF_Meriwether Picnic Area_Planset.pdf
PDF 7 MB Posted
- Attached to
- HLCNF Meriwether Picnic Area water system Federal contract opportunity
- Solicitation number
- 1240LU25Q0079
- Issued by
- Department of Agriculture Forest Service
About this file
This file contains construction plans for water system improvements at the Meriwether Picnic Area in Helena-Lewis and Clark National Forest, Montana. The plans were prepared by Great West Engineering for the U.S. Department of Agriculture Forest Service and include 11 sheets covering site plans, water line alignments, system details, and construction specifications dated January 24, 2025.
The project involves installing a comprehensive water system including a 1,500-gallon underground water tank, 1,080 linear feet of 1-1/2" diameter HDPE water line, 232 linear feet of 1-1/4" diameter HDPE water line, 85 linear feet of 3/4" diameter HDPE water line, and 10 linear feet of galvanized steel pipe. Additional components include multiple ball valves, tees, reducers, frost-free yard hydrants with treated support posts, self-closing hydrants with splash pads, valve boxes, tracer wire, and well pump equipment with associated piping. The plans specify that materials and construction must comply with standard specifications for construction of roads and bridges on federal highway projects and USFS supplemental specifications, with all underground utilities requiring proper excavation, backfill, and bedding according to American Water Works Association standards.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Experience Questionnaire.pdf | ||
| HLCNF_MeriwetherPicnicArea_SOW.pdf | ||
| 1240LU25Q0079 Meriwether picnic area water.pdf | ||
| HLCNF_MeriwetherPicnicArea_FSSS.pdf | ||
| Wage Determinations mt75.pdf |
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Text version
NO. DATEBYREVISION DESCRIPTION
SHEET NO.
SET NO.
PROJECT:
DATE:SHEET INDEX
PROJECT LOCATION
SHEET 1 COVER
SHEET 2 GENERAL NOTES & LEGEND
SHEET 3 EXISTING SITE PLAN & CONTROL TABLE
SHEET 4 QUANTITIES & GENERAL NOTES
SHEET 5 WATER SYSTEM SITE PLAN
SHEET 6 WATER LINE PLAN & PROFILE - ALIGNMENT #1
SHEET 7 WATER LINE PLAN & PROFILE - ALIGNMENT #2
SHEET 8 WATER SYSTEM DETAILS
SHEET 9 WATER SYSTEM DETAILS
SHEET 10 WATER SYSTEM DETAILS
SHEET 11 WATER SYSTEM DETAILS
JANUARY 24, 2025
1-21252
N
MERIWETHER PICNIC AREA -
WATER SYSTEM IMPROVEMENTS
CONSTRUCTION PLANS FOR
LAT: 46° 52' 12" N LONG: 111° 54' 06" W
SECTION 19, TOWNSHIP 13 NORTH, AND RANGE 02 WEST
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION ONE
HELENA-LEWIS AND CLARK NATIONAL FOREST
HELENA RANGER DISTRICT
LEWIS AND CLARK COUNTY, MONTANA
PLANS PREPARED BY:
MANDEE ZUELKE
VICINITY MAP
QA/QC BY:
RYAN ELLIOTT, P.E.
PROJECT LOCATION
THIS PROJECT
NOTE:
DRAWING SCALE IS ONLY ACCURATE
WHEN PLANS ARE PLOTTED ON 11" X 17"
(TABLOID)-SIZED PAPER.
LOCATION MAP
Missoula
Miles City
Malta Kalispell
Helena
Hamilton
Great Falls
Glendive
Butte
Bozeman Billings
CANADA
WYOMING
N O
R
TH
D
AK
O
TA
IDAHO
HavreShelby
Wolf Point
2501 BELT VIEW DRIVE
HELENA, MT 59601
(406)449-8627
HOLTER
LAKE
AERIAL MAP
FOREST ENGINEER
HELENA-LEWIS AND CLARK NATIONAL FOREST
FOREST SUPERVISOR
HELENA-LEWIS AND CLARK NATIONAL FOREST
DATE
DATE
HELENA DISTRICT RANGER
HELENA-LEWIS AND CLARK NATIONAL FOREST
DATE
APPROVED BY:
RECOMMENDED BY:
APPROVED BY:
DIRECTOR OF ENGINEERING
USFS REGION ONE
DATE
APPROVED BY:
JOEL PILCHER, P.E.
DATE
APPROVED BY:
LANDSCAPE ARCHITECT
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GENERAL DESIGN DESIGNATIONS:
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POINT NORTHING EASTING ELEVATION DESCRIPTION
CP1 964,280.34 1,368,045.11 3,592.63 REBAR W/ RPC
CP2 964,334.43 1,368,228.99 3,602.03 REBAR W/ RPC
CP3 964,356.92 1,368,283.21 3,604.61 REBAR W/ RPC
CP4 964,380.57 1,368,339.49 3,608.44 REBAR W/ RPC
CP5 964,370.49 1,368,495.04 3,617.21 REBAR W/ RPC
CP6 964,377.09 1,368,641.51 3,639.10 REBAR W/ RPC
CP7 964,405.42 1,368,862.21 3,654.73 REBAR W/ RPC
CP8 964,147.30 1,368,961.96 3,656.61 REBAR W/ RPC
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ESTIMATED QUANTITIES**
ITEM NO. DESCRIPTION UNIT QUANTITY REMARKS
15101 MOBILIZATION LS ALL INCLUDES SUBMITTAL OF ALL PLANS DELINEATED IN FSSS 153.
15201 CONSTRUCTION SURVEY AND STAKING LS ALL HORIZONTAL STAKING OF CRITICAL SYSTEM COMPONENTS.
61101 WATER SYSTEM LS ALL SEE SCHEDULE OF ITEMS, THIS SHEET
* ITEMS TO BE MEASURED AS CONTRACT QUANTITY (CQ)
** INFORMATIONAL ONLY - NOT FOR BIDDING PURPOSES - REFER TO BID SCHEDULE
SCHEDULE OF ITEMS
DESCRIPTION QUANTITY UNIT REMARKS*
WATER SYSTEM - ITEM 61101
1,500 GAL. UNDERGROUND WATER TANK 1 EA INCLUDES ALL COMPONENTS
SHOWN ON DETAIL, SHEET 11
1-1/2" DIA. HDPE WATER LINE 1080 LF INCLUDES EXCAVATION, BACKFILL, &
BEDDING
1-1/2" DIA. GALVANIZED STEEL PIPE 10 LF INCLUDES EXCAVATION, BACKFILL, &
BEDDING
1-1/4" DIA. HDPE WATER LINE 232 LF INCLUDES EXCAVATION, BACKFILL, &
BEDDING
3/4" DIA. HDPE WATER LINE 85 LF INCLUDES EXCAVATION, BACKFILL, &
BEDDING
TRACER WIRE 1397 LF
1-1/2" BALL VALVE 5 EA
1-1/4" BALL VALVE 1 EA
3/4" BALL VALVE 4 EA
1-1/2"X1-1/2" TEE 3 EA
1-1/2"X3/4" TEE 4 EA
1-1/2"X1-1/4" REDUCER 1 EA
1-1/2"X3/4" REDUCER 1 EA
FROST-FREE YARD HYDRANT WITH TREATED 4X4 SUPPORT POST 2 EA INCLUDES BEDDING
CURB VALVE BOX 2 EA
SELF CLOSING HYDRANT AND SPLASH PAD 3 EA INCLUDES ALL COMPONENTS
SHOWN ON DETAIL 3 SHEET 8
STANDARD IRRIGATION VALVE BOX 4 EA INCLUDES BEDDING
WELL PUMP, DROP PIPE, SANITARY WELL CAP AND PITLESS ADAPTOR 1 EA *MAY NOT BE ALL INCLUSIVE -
REFER TO APPLICABLE DETAILS
1. MATERIALS AND CONSTRUCTION OF THIS PROJECT SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 (U.S. CUSTOMARY UNITS) AND THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS), WHICH ARE ATTACHED IN THE CONTRACT DOCUMENT.
2. MATERIALS MAY BE STOCKPILED ON-SITE. A STAGING AND STORAGE AREA CAN BE ESTABLISHED NEAR THE USFS CABIN AND STORAGE SHED AWAY
FROM PUBLIC VIEW.
3. ALL PROJECT-GENERATED DEBRIS AND WASTE MATERIALS SHALL BE REMOVED FROM FOREST LAND AND DISPOSED OF LEGALLY BY THE
CONTRACTOR.
4. CONTRACTOR TO PRESERVE EXISTING SIGNAGE. NEW SIGNAGE AND/OR REPAIR IS NOT INCLUDED IN THIS PROJECT.
5. EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS APPROXIMATE AND MAY BE INCOMPLETE. FOR ACCURATE LOCATION, THE CONTRACTOR SHALL CONTACT, PRIOR TO EXCAVATION, THE UTILITIES UNDERGROUND LOCATION
CENTER AT: 1-800-424-5555.
6. WATERLINE SHALL BE HIGH-DENSITY POLYETHYLENE (HDPE) PIPE MEETING THE REQUIREMENTS OF AMERICAN WATER WORKS ASSOCIATION (AWWA) C901.
7. TRACER WIRE SHALL BE INSTALLED WITH ALL WATERLINE EQUAL TO OR GREATER THAN 3 4" DIAMETER.
8. NEW WATER LINE TO HAVE MINIMUM 18" BURY.
9. EXISTING WATER TANK, HYDRANTS AND WELL PUMP SHALL BE REMOVED. EXISTING PIPING AND VALVES SHALL BE REMOVED AS NEEDED TO ALLOW FOR INSTALLATION OF THE NEW SYSTEM. ALL ITEMS REMOVED SHALL BE DISPOSED OF BY THE CONTRACTOR, ALL REMOVAL AND DISPOSAL COSTS
SHALL BE INDIRECTLY PAID UNDER ITEM 61101.
10. THE ONLY ACCESS TO THIS SITE IS VIA BOAT. A BARGE DOCK IS LOCATED NEAR CP #1.
11. ALL EQUIPMENT SHALL BE WASHED PRIOR TO ENTERING THE PROJECT SITE TO REMOVE VEGETATION TO AVOID THE SPREAD OF WEEDS.
12. ALL CONCRETE FOR PROJECT SHALL MEET SPECIFICATIONS IN FP-14 SECTION 601.
13. STAKED WATERLINE SHALL BE APPROVED BY COR PRIOR TO START OF EXCAVATION.
GENERAL NOTES:
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PLAN VIEW
COMPOSITE GRATE
FRAME PLAN
FRAME SECTION GRATE SECTION
GRATE PLAN
SECTION A-A
A A
WATER LINE TRENCH DETAIL FROST-FREE WELL FLUSHING HYDRANT DETAIL
WATER HYDRANT & SPLASH PAD EXAMPLE
NOTES:
AutoCAD SHX Text W
AutoCAD SHX Text Y:\Shared\Helena Projects\1-21252-HLCNF – Meriwether Picnic Area\CADD 1-21252\Sheets\1-21252-11-Wood Post Hydrant.dwg
AutoCAD SHX Text
NOT TO SCALE
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COMPOSITE GRATE CENTERED ON HYDRANT, SEE DETAIL BELOW
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12" GALVANIZED STEELSUPPLY PIPE
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1 " CHAMFER 14" CHAMFER AT CORNERS ABOVE GRADE
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HYDRANT POST
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4" DEPTH CONCRETE SLAB (PRECAST OR CAST-IN-PLACE)
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TWO 3" DECK SCREWS (TYP.), SEE NOTE 5 THIS SHEET
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FRAME
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SILL
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16D NAILS 8" O.C. (TYP.)
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TWO 3" DECK SCREWS (TYP.), SEE NOTE 5 THIS SHEET
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TOP SURFACE SHALL BE FREE OF DEFECTS
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38" SPACING (TYP.)
AutoCAD SHX Text TWO " GALVANIZED STEEL 12" GALVANIZED STEEL HEX BOLTS WITH WASHERS, COUNTERSINK BOTH ENDS (TYP.)
AutoCAD SHX Text CONCEALED " GALVANIZED 12" GALVANIZED STEEL SUPPLY PIPE, ROUT CHANNEL IN ONE POST
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CUT THROUGH BACK 4X6 POST
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INSTALL UNION AND CONNECT TO HDPE WATER LINE
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GRADE TO DRAIN
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24"X24"X6" CONCRETE FOOTING
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DRAIN ROCK (MATERIAL TO MEET FP-14 704.02).
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34"-MINUS CRUSHED AGGREGATE, 4" DEPTH
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6'X4' CONCRETE SLAB, 4" DEPTH
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FINISH GRADE
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COMPOSITE GRATE, SEE DETAIL ABOVE
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HAWS MODEL 6252EHLF FAUCET OR EQUAL
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FINISH GRADE
AutoCAD SHX Text GALVANIZED STEEL COUPLING & NIPPLE, USE "X3 " GALVANIZED STEEL 12"X3 " GALVANIZED STEEL 12" GALVANIZED STEEL SLIP-ON FLANGE FOR ESCUTCHEON
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1 " CHAMFER (TYP.)14" CHAMFER (TYP.)
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TWO 4"X6" COMPOSITE POSTS
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NO SCALE
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HDPE WATER PIPE AND TRACER WIRE
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NO SCALE
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AutoCAD SHX Text INSTALL TREATED 4x4 SUPPORT POST
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USE GALVANIZED STEEL U-SHAPED STRAP TO CONNECT HYDRANT TO SUPPORT POST
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34" FROST-FREE HYDRANT WITH 24" BURY DEPTH
AutoCAD SHX Text PLACE 1 CUBIC FOOT OF DRAIN ROCK AT HYDRANT DRAIN LOCATION (MATERIAL TO MEET FP-14 704.02)
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1. REMOVE AND DISPOSE OF EXISTING HYDRANTS. REMOVE AND DISPOSE OF EXISTING HYDRANTS. 2. LUMBER SHALL BE COMPOSITE MATERIAL, COLOR SELECTED BY CONTRACTING LUMBER SHALL BE COMPOSITE MATERIAL, COLOR SELECTED BY CONTRACTING OFFICER. 3. ALL COMPOSITE LUMBER FOR GRATE, FRAME, AND SILL SHALL BE NOMINAL 2X4. ALL COMPOSITE LUMBER FOR GRATE, FRAME, AND SILL SHALL BE NOMINAL 2X4. 4. GRATE FRAME SHALL BE SET LEVEL BEFORE PLACING CONCRETE SLAB. GRATE GRATE FRAME SHALL BE SET LEVEL BEFORE PLACING CONCRETE SLAB. GRATE SHALL FIT LOOSELY IN FRAME AND NOT BE FASTENED. 5. SCREWS FOR GRATE SHALL BE NO. 8 X 3" CORROSION RESISTANT DECK SCREWS FOR GRATE SHALL BE NO. 8 X 3" CORROSION RESISTANT DECK SCREWS. PRE-DRILL FRAME AND GRATE END PIECES.
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EXISTING GROUND (TYP.)
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D
AT
E
BY
R
EV
IS
IO
N
D
ES
C R
IP
TI
O N
SHEET NO.
B
EL
T
VI
EW
D
R
IV
E H
EL
EN
A, M
T
(4
)4
-8
VALVE BOX SCHEMATICS
VALVE BOX 2, 3, 4
VALVE BOX 5
VALVE BOX 1
TYPICAL VALVE BOX
M
ER
IW
ET
H
ER
P
IC
N
IC
A R
EA
W A
TE
R
S
YS
TE
M
IM
PR
O
VE
M
EN
TS
H
EL
EN
A
-L
EW
IS
A
N D
C
LA
R K
N A
TI
O
N A
L
FO
R
ES
T
VALVE BOX 6
WATERLINE DRAIN & RIPRAP APRON
W
AT
ER
S
YS
TE
M D
ET
AI
LS
JP
M Z R
E JP
1-
JA
N
U
AR
Y
, 2
PR
O
JE
C
T:
D
ES
IG
N
ED
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
D
AT
E:
N O
D
AT
E
BY
R
EV
IS
IO
N
D
ES
C R
IP
TI
O N
SHEET NO.
B
EL
T
VI
EW
D
R
IV
E H
EL
EN
A, M
T
(4
)4
-8
NOTES:
TRACER WIRE DETAIL
M
ER
IW
ET
H
ER
P
IC
N
IC
A R
EA
W A
TE
R
S
YS
TE
M
IM
PR
O
VE
M
EN
TS
H
EL
EN
A
-L
EW
IS
A
N D
C
LA
R K
N A
TI
O
N A
L
FO
R
ES
EXISTING WELL DETAIL
W
AT
ER
S
YS
TE
M D
ET
AI
LS
JP
M Z R
E JP
1-
JA
N
U
AR
Y
, 2
PR
O
JE
C
T:
D
ES
IG
N
ED
D R
AW
N
C H
EC
KE
D
AP
PR
O
VE
D
D
AT
E:
N O
D
AT
E
BY
R
EV
IS
IO
N
D
ES
C R
IP
TI
O N
SHEET NO.
B
EL
T
VI
EW
D
R
IV
E H
EL
EN
A, M
T
(4
)4
-8
M
ER
IW
ET
H
ER
P
IC
N
IC
A R
EA
W A
TE
R
S
YS
TE
M
IM
PR
O
VE
M
EN
TS
H
EL
EN
A
-L
EW
IS
A
N D
C
LA
R K
N A
TI
O
N A
L
FO
R
ES
T
ELEVATION VIEW
PLAN VIEW
NOTES:
UNDERGROUND WATER TANK DETAIL
| HLCNF_Meriwether Picnic Area_Final Plans_January 2025.pdf |
| Sheets and Views |
| 1 Cover |
| 2 General Notes & Legend |
| 3 Existing Site Plan & Control Table |
| 4 Quantities & General Notes |
| 5 Water System Site Plan |
| 6 Water Line Plan & Profile - Alignment #1 |
| 7 Water Line Plan & Profile - Alignment #2 |
| 8 Water System Details |
| 9 Water System Details |
| 10 Water System Details |
| 11 Water System Details |
| 1-21252-08-Water System Details-Revised Hydrant-Water System Details.pdf |
| Sheets and Views |
| Water System Details |
| 2025-02-24T15:35:57-0700 | |
| KATHERINE BUSHNELL |
| 2025-02-24T13:24:18-0700 | |
| DANIEL WOODS |
| 2025-02-25T08:48:44-0700 | |
| EMILY BROWNSCOMBE |
| 2025-02-26T13:58:21-0800 | |
| DOUGLAS WRIGHT |
| 2025-02-28T07:53:53-0700 | |
| DANIEL HAGER |
File details come from the government source that posted it. Updated .