Attachment_2_-_Civil_Plans.pdf
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- 140P1426R0013
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This document is a comprehensive set of construction drawings for the Glacier National Park Rehabilitate Polebridge Water System project, prepared by the National Park Service Intermountain Region. The drawings include site plans, utility infrastructure improvements, demolition and reclamation plans, and detailed specifications for water distribution, storage, electrical, and communications systems.
The project encompasses rehabilitation of the water system serving Polebridge Ranger Station within Glacier National Park. Key construction components include: installation of a 14,000-gallon fiberglass water storage tank with associated overflow and drain systems; water supply lines and distribution lines with multiple valve locations and fire hydrants; a chlorination building with specialized equipment and piping; infiltration gallery with well infrastructure for water intake; electrical distribution with underground conduit banks, handholes, and dedicated panels for pump control and PLC operations; fiber optic and electrical communications conduits throughout the facility; erosion control measures including rolled erosion control blankets and straw wattles on slopes; staging areas for material and equipment storage; and comprehensive site restoration including vegetated area reclamation and gravel surface replacement. Design parameters specify water supply at 1.7 gallons per minute average instantaneous flow, 10 gallons per day average daily flow, and storage capacity of 14,000 gallons. All work must comply with applicable codes including 2023 NFPA standards, 2024 International Building Code, Montana Department of Transportation specifications, and relevant American Society standards. The drawings indicate specialized construction requirements for work within a World Heritage Site with strict environmental and archaeological monitoring protocols.
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Docusign Envelope ID: 7E73CA1F-A891-8C95-8356-E0E49D41F272
4/23/2026
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ST. MARY
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BABB
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WEST
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GLACIER
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ALBERTA
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CANADA
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MONTANA
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UNITED STATES
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DUCK
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LAKE
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ROAD
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BLACKFEET
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HWY.
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CARDSTON
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KIOWA
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EAST
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GLACIER
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ESSEX
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OLE CREEK
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PARK
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CUT BANK
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WALTON
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NYACK CREEK
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HARRISON
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LAKE
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LOGGING
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QUARTZ
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BOWMAN
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CAMAS
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ANACONDA
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KINTLA
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UPPER
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WATERTON
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CANADA
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UNITED STATES
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MONTANA
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BRITISH COLUMBIA
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MIDDLE
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WATERTON
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LAKE
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GLENNS
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LAKE
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COSLEY
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BELLY
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RIVER
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GOAT
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HAUNT
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BELLY
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RIVER
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ST. MARY
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ST. MARY
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TWO MEDICINE
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ENTRANCE
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TWO
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MEDICINE
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MANY
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GLACIER
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RISING SUN
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LOGAN
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PASS
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SHERBURNE
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LAKE
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HQ.
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WEST
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ENTRANCE
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SPRAGUE
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CREEK
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FISH CREEK
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AVALANCHE
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CREEK
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POLEBRIDGE
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POLEBRIDGE
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COLUMBIA
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FALLS
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BURLINGTON
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NORTHERN
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RAILROAD
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GLACIER COUNTY
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PONDERA COUNTY
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MIDDLE
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FORK
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FLATHEAD
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RIVER
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WATERTON
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NATIONAL
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PARK
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ROAD
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GOING-
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THE-
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SUN
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FLATHEAD CO.
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GLACIER CO.
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CONTINENTAL
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DIVIDE
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CONTINENTAL
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DIVIDE
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NORTH FORK
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FLATHEAD
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RIVER
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ST. MARY RIVER
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CHIEF MOUNTAIN
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INTERNATIONAL
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HWY.
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HUNGRY
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HORSE
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HUDSON
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BAY
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KALISPELL,
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MONTANA
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BROWNING,
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MONTANA
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LEWIS & CLARK
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NATIONAL
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FOREST
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NATIONAL
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FOREST
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APGAR
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CAMAS CREEK
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ENTRANCE
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LOGGING
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NATIONAL
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FOREST
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NORTH FORK RD.
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PROVINCIAL
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FOREST
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INDIAN
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RESERVATION
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HUDSON BAY
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CUSTOMS
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STATION
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CUSTOMS
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STATION
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ENTRANCE
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MANY
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GLACIER
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SWIFTCURRENT
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TO
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WHITEFISH,
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MONTANA
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CUSTOMS
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STATION
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LAKE
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LODGE
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MONTANA
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IDAHO
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CANADA
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UNITED STATES
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MONTANA
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BRITISH COLUMBIA
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ALBERTA
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MONTANA
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CARDSTON
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GREAT
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FALLS
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KALISPELL
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MISSOULA
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HELENA
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FLATHEAD
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LAKE
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CONTINENTAL
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DIVIDE
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GLACIER
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NATIONAL
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PARK
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ELKO
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WATERTON
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LAKES N.P.
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BASIC DATA:
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STATE
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NATIONAL PARK SERVICE
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF PROJECT
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DRAWING NO.
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PMIS/PKG NO.
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OF
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SHEET
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INTERMOUNTAIN REGION
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REHABILITATE POLEBRIDGE WATER SYSTEM
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POLEBRIDGE RANGER STATION
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FLATHEAD
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MONTANA
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CONSTRUCTION DRAWINGS
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GLAC PMIS: 329234B
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GLACIER NATIONAL PARK
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INTERMOUNTAIN
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NORTHWEST
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MONTANA
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SCALE OF MILES
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SCALE OF KILOMETERS
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PLEASE CHECK WITH PARK OFFICIALS.
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SOME ROADS ARE CLOSED IN WINTER;
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ON GOING-TO-THE-SUN ROAD, AND
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VEHICLE SIZE RESTRICTIONS EXIST
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CAMPGROUND
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PICNIC AREA
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RANGER STATION
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PARK HEADQUARTERS
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VISITOR CENTER
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HQ.
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STATE LINE
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UNPAVED ROAD
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COUNTY LINE
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PAVED ROAD
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PARK BOUNDARY
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CREEK
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LEGEND
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SCALE OF MILES
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WORLD HERITAGE SITE
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GLACIER NATIONAL PARK
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UNESCO
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QUALITY DESIGN CERTIFICATION
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OR
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OR
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AutoCAD SHX Text Construction Drawing Not Preceded
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REVISION
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A/E FIRM
AutoCAD SHX Text PRIME/CIVIL: NELSON ENGINEERING 430 S. CACHE STREET JACKSON, WY 83001 (307) 733-2087
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THIS PROJECT
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NOTE
AutoCAD SHX Text DRAWING INDEX SHEET SUB-SHEET TITLE OF SHEET SUB-SHEET TITLE OF SHEET TITLE OF SHEET GENERAL 1 COVER SHEET COVER SHEET 2 G1 GENERAL NOTES G1 GENERAL NOTES GENERAL NOTES 3 G2 LEGEND, SYMBOLS, & ABBREVIATIONS G2 LEGEND, SYMBOLS, & ABBREVIATIONS LEGEND, SYMBOLS, & ABBREVIATIONS 4 G3 EXISTING SITE & SURVEY CONTROL G3 EXISTING SITE & SURVEY CONTROL EXISTING SITE & SURVEY CONTROL 5 G4 DEMOLITION & RECLAMATION PLAN G4 DEMOLITION & RECLAMATION PLAN DEMOLITION & RECLAMATION PLAN 6 G5 STAGING AREAS G5 STAGING AREAS STAGING AREAS 7 G6 EROSION CONTROL PLAN G6 EROSION CONTROL PLAN EROSION CONTROL PLAN 8 G7 EXISTING CHLORINATION ROOM G7 EXISTING CHLORINATION ROOM EXISTING CHLORINATION ROOM CIVIL - WATER SYSTEM - WATER SYSTEM WATER SYSTEM 9 C1 WATER IMPROVEMENTS OVERVIEW C1 WATER IMPROVEMENTS OVERVIEW WATER IMPROVEMENTS OVERVIEW 10 C2 FIBER, BURIED ELECTRIC & COMMS PLAN C2 FIBER, BURIED ELECTRIC & COMMS PLAN FIBER, BURIED ELECTRIC & COMMS PLAN 11 C3 WATER SUPPLY TO CHLORINATION P&P 0+00 - 4+20 C3 WATER SUPPLY TO CHLORINATION P&P 0+00 - 4+20 WATER SUPPLY TO CHLORINATION P&P 0+00 - 4+20 12 C4 WATER SUPPLY TO TANK P&P 0+00 - 4+60 C4 WATER SUPPLY TO TANK P&P 0+00 - 4+60 WATER SUPPLY TO TANK P&P 0+00 - 4+60 13 C5 WATER SUPPLY TO TANK P&P 4+60 - 8+00 C5 WATER SUPPLY TO TANK P&P 4+60 - 8+00 WATER SUPPLY TO TANK P&P 4+60 - 8+00 14 C6 WATER SUPPLY TO TANK P&P 8+00 - 13+40 C6 WATER SUPPLY TO TANK P&P 8+00 - 13+40 WATER SUPPLY TO TANK P&P 8+00 - 13+40 15 C7 WATER DISTRIBUTION A P&P 0+00 - 5+20 C7 WATER DISTRIBUTION A P&P 0+00 - 5+20 WATER DISTRIBUTION A P&P 0+00 - 5+20 16 C8 WATER DISTRIBUTION A P&P 5+20 - 9+00 C8 WATER DISTRIBUTION A P&P 5+20 - 9+00 WATER DISTRIBUTION A P&P 5+20 - 9+00 17 C9 WATER DISTRIBUTION B P&P 0+00 - 4+60 C9 WATER DISTRIBUTION B P&P 0+00 - 4+60 WATER DISTRIBUTION B P&P 0+00 - 4+60 18 C10 WATER DISTRIBUTION B & C C10 WATER DISTRIBUTION B & C WATER DISTRIBUTION B & C 19 C11 WATER TANK SITE PLAN C11 WATER TANK SITE PLAN WATER TANK SITE PLAN 20 C12 DETAILS C12 DETAILS DETAILS 21 C13 DETAILS C13 DETAILS DETAILS 22 C14 DETAILS C14 DETAILS DETAILS 23 C15 DETAILS C15 DETAILS DETAILS 24 C16 DETAILS C16 DETAILS DETAILS CIVIL - INFILTRATION GALLERY - INFILTRATION GALLERY INFILTRATION GALLERY 25 C17 INFILTRATION GALLERY SITE PLAN C17 INFILTRATION GALLERY SITE PLAN INFILTRATION GALLERY SITE PLAN 26 C18 INFILTRATION GALLERY DETAILS C18 INFILTRATION GALLERY DETAILS INFILTRATION GALLERY DETAILS ELECTRICAL 27 E1 ELECTRICAL LEGEND, ABBREVIATIONS, & SYMBOLS E1 ELECTRICAL LEGEND, ABBREVIATIONS, & SYMBOLS ELECTRICAL LEGEND, ABBREVIATIONS, & SYMBOLS 28 E2 ELECTRICAL SITE PLAN E2 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN 29 E3 ENLARGED ELECTRICAL SITE PLAN E3 ENLARGED ELECTRICAL SITE PLAN ENLARGED ELECTRICAL SITE PLAN 30 E4 ENLARGED ELECTRICAL SITE PLAN E4 ENLARGED ELECTRICAL SITE PLAN ENLARGED ELECTRICAL SITE PLAN 31 E5 ENLARGED ELECTRICAL SITE PLAN E5 ENLARGED ELECTRICAL SITE PLAN ENLARGED ELECTRICAL SITE PLAN 32 E6 CHLORINATION BUILDING ELECTRICAL POWER PLANS E6 CHLORINATION BUILDING ELECTRICAL POWER PLANS CHLORINATION BUILDING ELECTRICAL POWER PLANS 33 E7 ELECTRICAL DETAILS E7 ELECTRICAL DETAILS ELECTRICAL DETAILS 34 E8 ELECTRICAL ONE-LINE DIAGRAM AND SCHEDULES E8 ELECTRICAL ONE-LINE DIAGRAM AND SCHEDULES ELECTRICAL ONE-LINE DIAGRAM AND SCHEDULES 35 E9 WELL PUMP MOTOR CONTROL SCHEMATICE9 WELL PUMP MOTOR CONTROL SCHEMATICWELL PUMP MOTOR CONTROL SCHEMATIC
DESIGN PARAMETERS
BUILDING INFORMATION
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1.0 WILDLIFE 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL RECEIVE A TRAINING ON WORKING ALL CONTRACTORS AND SUBCONTRACTORS SHALL RECEIVE A TRAINING ON WORKING AROUND WILDLIFE, INCLUDING BEARS, PRIOR TO THE START OF WORK. COORDINATE WITH THE COR. ALL CONSTRUCTION PERSONNEL ARE REQUIRED TO FULLY UNDERSTAND AND ABIDE BY ALL PARK REQUIREMENTS, WHICH WILL BE STRICTLY ENFORCED AT ALL TIMES. FAILURE TO COMPLY MAY RESULT IN A CITATION AND FINE. A COPY OF BEAR, WILDLIFE, BEAR, WILDLIFE, AND SANITATION REQUIREMENTS WHILE WORKING IN GLACIER NATIONAL PARK WILL BE WILL BE PROVIDED TO THE CONTRACTOR. KEY POINTS OF THIS DOCUMENT INCLUDE: 1.1. FOOD HANDLING AND STORAGE FOOD HANDLING AND STORAGE 1.2. MATERIAL HANDLING AND STORAGE MATERIAL HANDLING AND STORAGE 1.3. PETROLEUM PRODUCT, ANTIFREEZE, AND CHEMICAL HANDLING AND STORAGE PETROLEUM PRODUCT, ANTIFREEZE, AND CHEMICAL HANDLING AND STORAGE 1.4. EQUIPMENT USE, MAINTENANCE, AND REFUELING EQUIPMENT USE, MAINTENANCE, AND REFUELING 1.5. SANITATION REQUIREMENTS, INCLUDING SITE CLEANLINESS, TRASH HANDLING AND SANITATION REQUIREMENTS, INCLUDING SITE CLEANLINESS, TRASH HANDLING AND DISPOSAL, AND PORTABLE TOILET REQUIREMENTS 1.6. WILDLIFE SAFETY AND POTENTIAL WILDLIFE INTERACTIONS WILDLIFE SAFETY AND POTENTIAL WILDLIFE INTERACTIONS 2.0 ARCHEOLOGICAL MONITORING 1. THE NPS ARCHEOLOGY & CULTURAL RESOURCES TEAM WILL MONITOR ALL GROUND THE NPS ARCHEOLOGY & CULTURAL RESOURCES TEAM WILL MONITOR ALL GROUND DISTURBING SITE WORK AND EXAMINE EXCAVATED MATERIALS IN ARCHEOLOGICALLY SENSITIVE AREAS. THE CONTRACTOR SHALL PROVIDE A SCHEDULE OF ALL GROUND DISTURBING ACTIVITIES AT LEAST TWO WEEKS PRIOR TO ANY GROUND DISTURBANCE. 2. WORK SHALL BE STOPPED IMMEDIATELY AND THE CONTRACTOR SHALL NOTIFY THE CO AND WORK SHALL BE STOPPED IMMEDIATELY AND THE CONTRACTOR SHALL NOTIFY THE CO AND COR IF SUSPECTED ARCHEOLOGICAL RESOURCES ARE DISCOVERED DURING CONSTRUCTION. THE ARCHEOLOGY AND CULTURAL RESOURCES TEAM WILL DETERMINE IF THE SUSPECTED ARCHEOLOGICAL RESOURCES ARE SIGNIFICANT, DOCUMENT THE LOCATION OF THE FINDINGS, AND IF NECESSARY, DEVELOP AN APPROPRIATE MITIGATION PLAN. THE CONTRACTOR MAY BE REQUIRED TO STOP WORK AT THE LOCATION OF THE FINDINGS AND MOVE ELSEWHERE UNTIL GIVEN CLEARANCE FROM NPS. 3.0 INVASIVE SPECIES 1. TO PREVENT THE INTRODUCTION OF NOXIOUS WEEDS TO THE PARK, THE CONTRACTOR TO PREVENT THE INTRODUCTION OF NOXIOUS WEEDS TO THE PARK, THE CONTRACTOR SHALL THOROUGHLY PRESSURE WASH ALL EARTH-MOVING AND OFF-ROAD VEHICLES AND EQUIPMENT WITH MINIMUM 122°F WATER AT 2,900 PSI PRIOR TO ENTERING THE PARK. ALL EQUIPMENT MUST BE FREE OF SOILS, PLANT MATTER, AND OTHER DEBRIS AS DETERMINED BY THE COR. COORDINATE INSPECTIONS WITH NPS AT LEAST TWO BUSINESS DAYS PRIOR TO BRINGING EQUIPMENT TO THE PARK. FAILED INSPECTIONS MUST BE CORRECTED AT THE CONTRACTOR'S EXPENSE. VEHICLES AND EQUIPMENT THAT ARE RE-ENTERING THE PARK DO NOT HAVE TO BE CLEANED AGAIN, PROVIDED THAT THEY HAVE NOT OPERATED ON A DIFFERENT JOBSITE. COORDINATE WITH NPS. 2. TO PREVENT INTRODUCTION OF AQUATIC INVASIVE SPECIES INTO THE PARK, ALL WATER TO PREVENT INTRODUCTION OF AQUATIC INVASIVE SPECIES INTO THE PARK, ALL WATER PUMPS, HOSES, AND TANKS FOR USE IN OR NEAR WATER BODIES MUST BE CHLORINATED WITH A 200 PPM CHLORINE SOLUTION AND INSPECTED BY NPS. USE A POWDER CALCIUM HYPOCHLORITE OR LIQUID BLEACH SODIUM HYPOCHLORITE. ALLOW THE SOLUTION TO STAND FOR AT LEAST 12 HRS AND TEST TO VERIFY THAT A MINIMUM 150 PPM IS PRESENT. CHLORINATED WATER SHALL BE DISPOSED OF OUTSIDE OF THE PARK. VEHICLES AND EQUIPMENT THAT ARE RE-ENTERING THE PARK DO NOT HAVE TO BE CHLORINATED AGAIN, PROVIDED THAT IT HAS NOT OPERATED ON A DIFFERENT JOBSITE. COORDINATE WITH NPS. 3. ALL IMPORTED ROCKS, GRAVEL, FILL, OR TOPSOIL SHALL BE SOURCED FROM A NPS ALL IMPORTED ROCKS, GRAVEL, FILL, OR TOPSOIL SHALL BE SOURCED FROM A NPS APPROVED WEED-FREE SOURCE. THIS LIST IS MAINTAINED BY NPS. COORDINATE WITH NPS.
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1 SPECIAL PARK REQUIREMENTS
AutoCAD SHX Text ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING CODES. SHOULD CODES CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL APPLY. 1. HEALTH AND SAFETY CODES HEALTH AND SAFETY CODES 1.1. 29 CFR 1910 OCCUPATIONAL SAFETY AND HEALTH STANDARDS 29 CFR 1910 OCCUPATIONAL SAFETY AND HEALTH STANDARDS 1.2. 29 CFR 1926 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION 29 CFR 1926 SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION 1.3. NFPA 241 STANDARDS FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION NFPA 241 STANDARDS FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS 2. MONTANA STATE CODES MONTANA STATE CODES 2.1. MONTANA DEQ CIRCULARS, CURRENT EDITIONS MONTANA DEQ CIRCULARS, CURRENT EDITIONS 2.2. MONTANA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE MONTANA DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION 2020, V5.0 3. BUILDING CODES BUILDING CODES 3.1. 2023 NFPA 70 NATIONAL ELECTRIC CODE 2023 NFPA 70 NATIONAL ELECTRIC CODE 3.2. 2024 ICC I-CODES 2024 ICC I-CODES 4. ACCESSIBILITY CODES ACCESSIBILITY CODES 4.1. ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD ABAAS ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD 5. TRAFFIC CONTROL TRAFFIC CONTROL 5.1. MUTCD US DEPT. OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCD US DEPT. OF TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES 6. THE FOLLOWING STANDARDS SHALL APPLY FOR ALL MATERIALS, INSTALLATIONS, AND TESTS: THE FOLLOWING STANDARDS SHALL APPLY FOR ALL MATERIALS, INSTALLATIONS, AND TESTS: 6.1. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS INTERNATIONAL 6.2. AWWA AMERICAN WATER WORKS ASSOCIATION AWWA AMERICAN WATER WORKS ASSOCIATION 6.3. AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS 6.4. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 6.5. AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 6.6. AISI AMERICAN IRON AND STEEL INSTITUTE AISI AMERICAN IRON AND STEEL INSTITUTE 6.7. AWS AMERICAN WELDING SOCIETY AWS AMERICAN WELDING SOCIETY 6.8. ACI AMERICAN CONCRETE INSTITUTE ACI AMERICAN CONCRETE INSTITUTE 6.9. ASHREA AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS ASHREA AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS 6.10. ISSA INTERNATIONAL SLURRY SURFACING ASSOCIATION ISSA INTERNATIONAL SLURRY SURFACING ASSOCIATION 6.11. UL UNDERWRITERS LABORATORIESUL UNDERWRITERS LABORATORIES
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2 CODES AND STANDARDS
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1. ALL UTILITIES NEAR THE PROJECT AREA SHALL BE MARKED PRIOR TO ANY CLEARING AND ALL UTILITIES NEAR THE PROJECT AREA SHALL BE MARKED PRIOR TO ANY CLEARING AND GRUBBING ACTIVITIES. 2. ONLY AREAS WITHIN THE LIMITS OF DISTURBANCE AS DEFINED ON THE PLANS SHEETS SHALL ONLY AREAS WITHIN THE LIMITS OF DISTURBANCE AS DEFINED ON THE PLANS SHEETS SHALL BE DISTURBED BY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE WITH THE PARK IF IT IS ABSOLUTELY NECESSARY TO DISTURB AREAS OUTSIDE OF THE DEFINED LIMITS OF DISTURBANCE. 3. THE CONTRACTOR SHALL CLEARLY DELINEATE ALL VEGETATION AND TREES TO BE CLEARED THE CONTRACTOR SHALL CLEARLY DELINEATE ALL VEGETATION AND TREES TO BE CLEARED PRIOR TO STARTING WORK. ALL VEGETATION AND TREES OUTSIDE OF THE AREAS TO BE CLEARED SHALL BE PROTECTED BY THE CONTRACTOR. 4. SHOULD EXCAVATIONS DAMAGE OR BREAK ROOTS OF TREES TO REMAIN LARGER THAN 1" SHOULD EXCAVATIONS DAMAGE OR BREAK ROOTS OF TREES TO REMAIN LARGER THAN 1" DIAMETER, THE CONTRACTOR SHALL MAKE A CLEAN, PERPENDICULAR CUT TO THE UNDAMAGED PORTION OF THE ROOT. NOTIFY THE PARK IF EXCAVATION DAMAGES A ROOT THAT IS GREATER THAN 2" IN DIAMETER OF A TREE TO REMAIN. 5. REMOVED TREES AND VEGETATION SHOULD BE USED TO COVER DISTURBED SOILS WHEN REMOVED TREES AND VEGETATION SHOULD BE USED TO COVER DISTURBED SOILS WHEN TRENCHING IS COMPLETE TO PROVIDE A NATURAL GROUND COVER TO LIMIT EROSION. EXCESS MATERIAL SHALL BE DISPOSED OF OUTSIDE OF THE PARK BOUNDARY BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL DUFF AND TOPSOIL PRIOR TO ANY THE CONTRACTOR SHALL STRIP AND STOCKPILE ALL DUFF AND TOPSOIL PRIOR TO ANY EXCAVATION, EARTH MOVING, OR HAULING OPERATIONS. ALL STOCKPILES SHALL BE PROPERLY PROTECTED FROM EROSION AND SEDIMENTATION. 7. THE CONTRACTOR SHALL SCARIFY THE TOP 4" OF ALL PLACED TOPSOIL IN PREPARATION OF THE CONTRACTOR SHALL SCARIFY THE TOP 4" OF ALL PLACED TOPSOIL IN PREPARATION OF SEEDING AND RESTORATION. TOPSOIL SHALL BE SMOOTHLY GRADED AND AT THE FINISH GRADE ELEVATION. TOPSOIL SHALL BE FREE OF CLODS, STONES, AND OTHER DEBRIS LARGER THAN 2". 8. SEEDING AND VEGETATION RESTORATION WORK WILL BE COMPLETED BY NPS. SEEDING AND VEGETATION RESTORATION WORK WILL BE COMPLETED BY NPS. 9. ALL IMPORTED ROCKS, GRAVEL, FILL, OR TOPSOIL SHALL BE SOURCED FROM A NPS APPROVED ALL IMPORTED ROCKS, GRAVEL, FILL, OR TOPSOIL SHALL BE SOURCED FROM A NPS APPROVED WEED-FREE SOURCE. THIS LIST IS MAINTAINED BY NPS. COORDINATE WITH THE COR. 10. UPON PROJECT COMPLETION, THE CONTRACTOR SHALL REMOVE ALL EXCESS SPOILS, ROCKS, UPON PROJECT COMPLETION, THE CONTRACTOR SHALL REMOVE ALL EXCESS SPOILS, ROCKS, BOULDERS, BRUSH, TREES, AND OTHER CONSTRUCTION DEBRIS FROM THE SITE AND DISPOSE OF THESE MATERIALS PROPERLY.
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4 CLEARING, GRUBBING, TOPSOIL STRIPPING, & TREE PROTECTION
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1. STAGING AREAS SHALL NOT OBSTRUCT EMERGENCY TRAFFIC, VISITOR TRAFFIC, STAGING AREAS SHALL NOT OBSTRUCT EMERGENCY TRAFFIC, VISITOR TRAFFIC, OR NPS USE AND OCCUPATION OF THE SITE. COORDINATE WITH THE COR. 2. OVERNIGHT MATERIAL AND EQUIPMENT STAGING AREAS SHOULD BE LIMITED TO OVERNIGHT MATERIAL AND EQUIPMENT STAGING AREAS SHOULD BE LIMITED TO HARDSCAPED AREAS SUCH AS GRAVEL OR PAVEMENT. AVOID STAGING MATERIALS ON NATURAL GROUND SURFACES.
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3 MATERIAL AND EQUIPMENT STAGING AREAS
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CONSTRUCTION DOCUMENTS
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NELSON ENGINEERING
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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NE
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GLACIER NATIONAL PARK
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REHABILITATE POLEBRIDGE WATER SYSTEM
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REVISION
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DRAWING INDEX &
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GENERAL NOTES
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AVERAGE INSTANTANEOUS FLOW
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1.7 GALLONS PER MINUTE
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AVERAGE DAY FLOW
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2,496 GALLONS PER DAY
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PEAKING FACTOR
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PEAK HOUR FLOW
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17.3 GALLONS PER MINUTE
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DESIGN PUMP FLOW RATE
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18.0 GALLONS PER MINUTE
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DESIGN PUMP HEAD
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217 FEET
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DOMESTIC STORAGE (MIN.)
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2,496 GALLONS
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FIRE STORAGE (MIN.)
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10,587 GALLONS
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REQUIRED STORAGE (MIN.)
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13,083 GALLONS
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DESIGN STORAGE
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14,000 GALLONS
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HYDRANT FIRE FLOW (MIN.)
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250 GALLONS PER MINUTE
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BUILDING #
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BUILDING NAME
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WATER SERVICE
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BUILDING USAGE
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RANGER RESIDENCE
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YEAR ROUND WATER
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YEAR ROUND USE
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CABIN
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SEASONAL WATER
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SEASONAL
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RANGER OFFICE
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NO
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YEAR ROUND USE
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EQUIPMENT CACHE
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NO
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YEAR ROUND USE
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FIRE CACHE, STORAGE, CHLORINATOR
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NO (SPIGOT)
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YEAR ROUND USE
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GENERATOR BUILDING
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NO
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YEAR ROUND USE
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HAZARDOUS MATERIAL STORAGE
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NO
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YEAR ROUND USE
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STRISSEL CABIN
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YEAR ROUND WATER
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YEAR ROUND USE
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LAUNDRY AND SHOWER
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SEASONAL WATER
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SEASONAL
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POLEBRIDGE RANGER STATION
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SEASONAL WATER
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YEAR ROUND USE
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RADIO SHED
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NO
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YEAR ROUND USE
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DORM
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SEASONAL WATER
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SEASONAL
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VAULT TOILET
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NO
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YEAR ROUND USE
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SCHOOL TO PARK CABIN
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SEASONAL WATER
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SEASONAL
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ARV-1
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PLC
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CV-1
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FM-100
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HV-1
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HV-2
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HV-3
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HV-4
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HV-5
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FILTER
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FILTER
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PG
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PG
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PG
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HV-6
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GATE VALVE
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ELECTROMAGNETIC FLOWMETER
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PRESSURE GUAGE
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PG
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CHECK VALVE
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AIR VALVE
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CHLORINE INJECTION
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P&ID SYMBOLS
AutoCAD SHX Text ARV AIR RELEASE VALVE AIR RELEASE VALVE CI CHLORINE INJECTION CHLORINE INJECTION CV CHECK VALVE CHECK VALVE FE FLOW SENSOR FLOW SENSOR FIT FLOW INDICATOR & TRANSMITTER FLOW INDICATOR & TRANSMITTER FM FLOW METER FLOW METER FMAL FLOOR MOISTURE ALARM FLOOR MOISTURE ALARM FQIR FLOW QUANTITY INDICATE & RECORD FLOW QUANTITY INDICATE & RECORD GPD GALLONS PER DAY GALLONS PER DAY HOA HAND/OFF/AUTO HAND/OFF/AUTO HS HAND SWITCH HAND SWITCH HV HAND VALVE HAND VALVE LAH HIGH LEVEL ALARM HIGH LEVEL ALARM LAL LOW LEVEL ALARM LOW LEVEL ALARM LIRC LEVEL INDICATE & RECORD LEVEL INDICATE & RECORD LT LEVEL TRANSMITTER LEVEL TRANSMITTER PE PRESSURE SENSOR PRESSURE SENSOR PG PRESSURE GAUGE PRESSURE GAUGE PID PIPING & INSTRUMENTATION DIAGRAM PIPING & INSTRUMENTATION DIAGRAM PLC PROGRAM LOGIC CONTROL (CENTER) PROGRAM LOGIC CONTROL (CENTER) PRIC PRESSURE INDICATE & RECORD PRESSURE INDICATE & RECORD YC RUN CONTROLRUN CONTROL
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%%UACRONYM
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%%UDEFINITION
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PROCESS & INSTRUMENTATION DIAGRAM (P&ID)
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CHLORINATION ROOM
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WELL PUMP
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YC
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LOC/REM
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TANK
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LICR
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LICR
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LT
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STORAGE
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LEVEL
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RESERVOIR
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LAL
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LOW
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ALARM
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LAH
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HIGH
ALARM
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ST
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LS
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EB
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SURVEY LINETYPES
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EDGE OF SITE GEOMETRY
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EDGE OF WATERWAY
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MAJOR CONTOUR
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MINOR CONTOUR
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COMMUNICATIONS LINE
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ELECTRIC LINE
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PROPANE LINE
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STORM SEWER LINE
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SEWER LINE
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TELEPHONE LINE
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WATER LINE
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FENCE
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SEWER FORCEMAIN LINE
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FIBER OPTIC LINE
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GUARDRAIL
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FEE BOX
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FLAGPOLE
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POST OR BOLLARD (ROUND OR SQUARE)
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ROAD SIGN
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INTERPRETIVE SIGN
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BOULDER
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CONTROL POINT
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ELECTRIC BREAKER OR SERVICE DISCONNECT BOX
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ELECTRIC METER
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PICNIC TABLE
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FIRE PIT
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WINDOW WELL
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GALVANIZED STEEL
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CAST IRON
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PIPE INVERT
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INV.
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GALLON
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GAL.
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TRASH OR RECYCLING
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BUILDING & ROOF OVERHANG
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ROAD GATE & GUY WIRE
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ELECTRIC PEDESTAL
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HANDHOLE (COMPOSITE MATERIAL)
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SATELLITE DISH
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MONITORING WELL
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PROPANE MANHOLE
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PROPANE METER
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PROPANE VALVE
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SEPTIC TANK COVER AND APPROXIMATE TANK LIMITS
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SEWER MANHOLE
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SEWER LIFT STATION
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SEWER CLEANOUT
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PROPANE TANK (UNDERGROUND)
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WATER CURB STOP
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WATER VAULT STRUCTURE
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WATER PUMP OUT
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WATER VALVE
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WATER SPIGOT
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FIRE HYDRANT
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TELEPHONE PEDESTAL
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SHRUB OR BUSH
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DECIDUOUS TREE
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PINE TREE
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ASPHALT AREA
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CONCRETE AREA
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LANDSCAPING STONE AREA
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VEGETATION AREA
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GRAVEL AREA
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BUILDING SYMBOLS
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SITE FEATURES & FURNITURE SYMBOLS
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SURVEY CONTROL SYMBOLS
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SITE UTILITY SYMBOLS
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SITE VEGETATION SYMBOLS
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SITE GROUND COVER HATCHES
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ABBREVIATIONS
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POLYVINYL CHLORIDE
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PVC
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WATER AREA (APPROXIMATE HIGH-WATER LINE)
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TREE STUMP
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HIGH DENSITY POLYETHYLENE
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HDPE
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LINEAR FEET
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LF
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NATIONAL PARK SERVICE
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NPS
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ST
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CONSTRUCTION DOCUMENTS
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NELSON ENGINEERING
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DATE:
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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NE
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GLACIER NATIONAL PARK
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REHABILITATE POLEBRIDGE WATER SYSTEM
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REVISION
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LEGEND, SYMBOLS,
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& ABBREVIATIONS
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G2
EB
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LS
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EB
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ST
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ST
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1. SURVEY DATA WAS COLLECTED BY NPS IN APRIL TO MAY 2025 USING A TRIMBLE R-12i GNSS UNIT SURVEY DATA WAS COLLECTED BY NPS IN APRIL TO MAY 2025 USING A TRIMBLE R-12i GNSS UNIT OWNED BY NPS AND A TRIMBLE R-12 BASE STATION. 2. THE COORDINATE SYSTEM IS NAD83 MONTANA STATE PLANES (2500) AND NAD83. SURVEYING THE COORDINATE SYSTEM IS NAD83 MONTANA STATE PLANES (2500) AND NAD83. SURVEYING TOLERANCES ARE WITHIN 0.15' HORIZONTAL AND 0.25' VERTICAL ACCURACY. ALL UNITS ARE LISTED IN INTERNATIONAL FEET. 3. SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS COMPLETED. THE CONTRACTOR SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS COMPLETED. THE CONTRACTOR SHALL VISIT THE SITE AND UNDERSTAND ALL SITE CONDITIONS PRIOR TO THE START OF WORK. 4. UTILITY DATA MAY BE INCOMPLETE. THE LOCATION OF ALL KNOWN AND UNKNOWN UTILITIES IS NOT UTILITY DATA MAY BE INCOMPLETE. THE LOCATION OF ALL KNOWN AND UNKNOWN UTILITIES IS NOT GUARANTEED. THE CONTRACTOR SHALL FIELD VERIFY THE PIPE OR CONDUIT SIZE AND HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION. UTILITIES OWNED BY NPS OR PUBLIC UTILITY COMPANIES MAY BE PRESENT AT THE SITE. NOTIFY NPS OF ANY DISCREPANCIES. 5. THE CONTRACTOR SHALL CALL MONTANA 811 AT LEAST THREE BUSINESS DAYS PRIOR TO ANY THE CONTRACTOR SHALL CALL MONTANA 811 AT LEAST THREE BUSINESS DAYS PRIOR TO ANY AT LEAST THREE BUSINESS DAYS PRIOR TO ANY THREE BUSINESS DAYS PRIOR TO ANY GROUND DISTURBANCE. THE CONTRACTOR SHALL ENSURE THAT ALL UTILITIES ARE CLEARLY MARKED FOR THE DURATION OF CONSTRUCTION. 6. THE CONTRACTOR SHALL MAINTAIN SURVEY CONTROL POINTS THROUGHOUT CONSTRUCTION. IF THE CONTRACTOR SHALL MAINTAIN SURVEY CONTROL POINTS THROUGHOUT CONSTRUCTION. IF CONTROL POINTS ARE DISTURBED BY CONSTRUCTION, NEW CONTROL POINTS SHALL BE SET AND TIED INTO THE PROJECT'S EXISTING DATUM BY THE CONTRACTOR. FINAL CONTROL POINTS SHALL BE NOTED ON AS-BUILT DRAWINGS. 7. ONLY TREES IN THE POTENTIAL AREA OF EFFECT WERE SURVEYED. ONLY TREES IN THE POTENTIAL AREA OF EFFECT WERE SURVEYED.
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SURVEY NOTES
AutoCAD SHX Text CONTROL POINT 1 (CP#1) (N, E, Z) = (1687908.768, 816726.576, 3561.14) REBAR WITH ORANGE CAP SET IN GRASSY AREA OFF THE SOUTHWEST CORNER OF THE INTERSECTION OF THE RANGER STATION LOOP ROAD AND THE HOUSING AREA ROAD, APPROXIMATELY 5.4' FROM THE "AUTHORIZED VEHICLES ONLY" SIGN. CONTROL POINT 2 (CP#2) (N, E, Z) = (1688024.765, 816941.301, 3595.52) REBAR SET IN VEGETATED AREA, APPROXIMATELY 11.2' FROM THE WEST EDGE OF THE INSIDE NORTH FORK ROAD AND 11.3' SOUTH OF A 14" LARCH TREE. CONTROL POINT 3 (CP#3) (N, E, Z) = (1687560.127, 816827.540, 3558.58) REBAR SET IN VEGETATED AREA, APPROXIMATELY 15.5' SOUTHEAST OF THE EXISTING FIRE HYDRANT AND 11.7' NORTHEAST OF AN EXISTING 4" DECIDUOUS TREE. CONTROL POINT 4 (CP#4) (N, E, Z) = (1687201.786, 817277.527, 3639.61) REBAR SET IN VEGETATED AREA, APPROXIMATELY 5.4' FROM THE EAST EDGE OF THE INSIDE NORTH FORK ROAD ACROSS FROM THE EXISTING WATER TANK LOCATION AND JUST NORTH OF A BIG BOULDER. CONTROL POINT 5 (CP#5) (N, E, Z) = (1687492.878, 816287.559, 3560.60) REBAR WITH ALUMINUM CAP SET BY THE FEDERAL HIGHWAY ADMINISTRATION, APPROXIMATELY 9.5' FROM THE EDGE OF THE ROADWAY AND 180' ALONG THE CENTERLINE FROM THE END OF THE BRIDGE.
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SURVEY CONTROL POINTS
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SCALE OF FEET
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CONSTRUCTION DOCUMENTS
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OF
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TITLE OF SHEET
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NE
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GLACIER NATIONAL PARK
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REHABILITATE POLEBRIDGE WATER SYSTEM
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REVISION
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EXISTING SITE &
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SURVEY CONTROL
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INSIDE NORTH FORK ROAD
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NORTH FORK FLATHEAD RIVER
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BOWMAN CREEK
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GLACIER DRIVE
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EX-SSMH-02
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EX-SSMH-04
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EX-SAN-06
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SEPTIC TANK
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1000 GAL. SEPTIC TANK
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SEPTIC TANK
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SEPTIC TANK
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SEPTIC TANK
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EX-SAN-01
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EX-SAN-05
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EX-SSMH-03
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SOLAR PANELS
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ROAD GATE
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SEPTIC DRAIN FIELD
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REGULATIONS SIGN
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SELF-PAY KIOSK
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FEE BOX
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COVEY MEADOW TRAILHEAD
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DESTINATION DISTANCE SIGN
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POSTS WITH CHAIN
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VEHICLE LENGTH RESTRICTION SIGN
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VEHICLE LENGTH RESTRICTION SIGN
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KEEP RIGHT SIGN
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INFO KIOSK
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8" PVC CULVERT
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DO NOT ENTER SIGN
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AUTHORIZED VEHICLES ONLY SIGN
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CP#1
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SPEED LIMIT SIGN
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12" PVC CULVERT
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2" G.S. VENT PIPE
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END OF 2" G.S. OVERFLOW PIPE, DRAIN TO GRADE
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SPEED LIMIT SIGN
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STOP AHEAD SIGN
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FIRE HYDRANT
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CP#2
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TRASH & RECYCLING
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SEPTIC DRAIN FIELD
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ENTRANCE SIGN
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PROPANE TANKS
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VALVE BOX
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12" PVC CULVERTS
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ABANDONED WATER STRUCTURE
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CP#4
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ELECTRICAL MANHOLE
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CP#3
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STORM RUNOFF DRYWELL
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RADIO COMMUNICATIONS WIRES TO B#97 AND B#1451 (WHITE COLOR; ON GRADE)
AutoCAD SHX Text INFILTRATION GALLERY 3' x 10' DEPTH
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ABANDONED WATER SUPPLY STRUCTURE
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ABOVE-GROUND GASOLINE TANK ENCLOSURE (7' WOOD FENCE)
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BURIED TELEPHONE LINE
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TRASH
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LIFT STATION ELECTRICAL CONTROLS
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RADIO COMMUNICATIONS WIRES TO B#97 AND B#1451 (WHITE COLOR; ON GRADE)
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PROJECT LOCATION: POLEBRIDGE RANGER STATION AREA
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NORTH FORK ROAD
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INSIDE NORTH FORK ROAD
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GLACIER NATIONAL PARK
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NORTH FORK FLATHEAD RIVER
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GLACIER DRIVE
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FLATHEAD NATIONAL FOREST
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POLEBRIDGE, MT
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WATER VALVE
AutoCAD SHX Text WATER LINE TRENCH (SUPPLY AND DISTRIBUTIONS LINES AT 5' COVER; COMMUNICATION LINES IN CONDUIT AT 2' COVER)
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ABANDONED TELEPHONE LINE IN 2.5" G.S. CONDUIT
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2" G.S. VENT PIPE
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FIRE HYDRANT
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CP#5
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VICINITY MAP
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ASSUMED LOCATION OF WATER MAIN
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DRAIN LINE
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CONSTRUCTION DOCUMENTS
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NELSON ENGINEERING
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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TITLE OF SHEET
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NE
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GLACIER NATIONAL PARK
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REHABILITATE POLEBRIDGE WATER SYSTEM
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REVISION
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DEMOLITION
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& RECLAMATION PLAN
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SCALE OF FEET
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INSIDE NORTH FORK ROAD
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NORTH FORK FLATHEAD RIVER
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BOWMAN CREEK
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GLACIER DRIVE
AutoCAD SHX Text DEMOLITION NOTES: : 1. DO NOT DISTURB EXISTING STRUCTURES, CONNECT WATER SERVICES AND WATER MAINS DO NOT DISTURB EXISTING STRUCTURES, CONNECT WATER SERVICES AND WATER MAINS 5' OUTSIDE OF EXISTING STRUCTURES UNLESS CALLED OUT OTHERWISE. 2. EXISTING WATER AND SEWER INFRASTRUCTURE IS ESTIMATED FROM AS-BUILTS AND EXISTING WATER AND SEWER INFRASTRUCTURE IS ESTIMATED FROM AS-BUILTS AND MAY NOT REFLECT EXACT LOCATIONS IN THE FIELD. 3. ALL COMPONENTS DESIGNATED FOR REMOVAL AND DISPOSAL SHALL BECOME PROPERTY ALL COMPONENTS DESIGNATED FOR REMOVAL AND DISPOSAL SHALL BECOME PROPERTY OF THE CONTRACTOR AND BE REMOVED AND DISPOSED OF OUTSIDE THE PARK. 4. LIMITS OF DISTURBANCE BOUNDARIES SHALL COMPLY GENERALLY WITH THE LINES LIMITS OF DISTURBANCE BOUNDARIES SHALL COMPLY GENERALLY WITH THE LINES SHOWN ON THESE DRAWINGS. THE ACTUAL CONSTRUCTION BOUNDARIES SHALL BE FLAGGED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER (CO) PRIOR TO CONSTRUCTION. 5. ABANDONED PIPES THAT ARE ENCOUNTERED IN THE TRENCH MUST BE REMOVED AND ABANDONED PIPES THAT ARE ENCOUNTERED IN THE TRENCH MUST BE REMOVED AND PLUGGED AT THE ENDS. 6. INSTALL EROSION CONTROL PER SHEET G6 - EROSION CONTROL PLAN.INSTALL EROSION CONTROL PER SHEET G6 - EROSION CONTROL PLAN.G6 - EROSION CONTROL PLAN..
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AutoCAD SHX Text B#98
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INSIDE NORTH FORK ROAD
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NORTH FORK FLATHEAD RIVER
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BOWMAN CREEK
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GLACIER DRIVE
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LEGEND
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GRAVEL ROAD REPLACEMENT VEGETATION RECLAIM AREA ROLLED EROSION CONTROL
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CP#1
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REMOVE TANK AND DRAIN LINE, SEE NOTE 3 THIS SHEET
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REMOVE FIRE HYDRANT
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CP#2
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CP#4
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CP#3
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REMOVE 2" G.S. VENT PIPE
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REMOVE FIRE HYDRANT, CUT 1' BELOW GRADE AND BACKFILL WITH CONCRETE
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CP#5
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REMOVE CURB STOPS
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REMOVE OLD ELECTRICAL BREAKER BOX AND POST
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REMOVE OLD CURB STOP. CUT RISER PIPE FOR OLD VALVE. CUT BELOW GRADE AND BURY
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REMOVE CURB STOPS, PUMP OUTS, AND HANDHOLE
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REMOVE OLD CURB STOP
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REMOVE CURB STOPS, PUMP OUT, AND HAND HOLE
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REMOVE CURB STOPS AND PUMP OUT
AutoCAD SHX Text REMOVE OLD COMMUNICATIONS LINE THAT IS LAYING ON GRADE FROM CHLORINATION ROOM TO EXISTING TANK
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REMOVE OLD VALVE RISER PIPES FROM OLD DRAIN LINE. CUT BELOW GRADE AND BURY.
AutoCAD SHX Text SEE SHEET G7 FOR DEMOLITION G7 FOR DEMOLITION FOR DEMOLITION RELATED TO THE CHLORINATION ROOM
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LIMITS OF DISTURBANCE, SEE NOTE 4 THIS SHEET
AutoCAD SHX Text REMOVE EXISTING CAST IRON LID, CUT EXISTING CMP 1' BELOW GRADE. BACKFILL TO GRADE TO ABANDON
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CP#5
AutoCAD SHX Text REMOVE ALL CONCRETE AROUND THE EXISTING CMP PIPE. CUT PIPE 1' BELOW GRADE. BACKFILL TO GRADE TO ABANDON IN PLACE
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REMOVE 28" TREE SNAG
REMOVE THE FLAT CONCRETE LID ON EXISTING VAULT, BACKFILL THE BASE IN PLACE TO ABANDON
THE BOWMAN PIT STAGING AREA APPROXIMATELY 16,000 SF MATERIAL AND EQUIPMENT STAGING AREA SHARED BY THE CONTRACTOR AND NPS. THIS AREA IS LOCATED APPROXIMATELY 1.0 MILES UP THE STEEP, NARROW, AND WINDY BOWMAN LAKE ROAD. THIS AREA CAN BE ACCESSED BY LOADERS AND SMALL DUMP TRUCKS - PLEASE USE GREAT CAUTION WHILE TRAVELING THIS ROUTE. THIS AREA WILL NOT BE ACCESSIBLE IN THE WINTER MONTHS.
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BOWMAN LAKE ROAD
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BOWMAN CREEK
AutoCAD SHX Text BOWMAN CREEK BRIDGE SINGLE LANE BRIDGE INVENTORY RATING: 21.0 TONS OPERATING RATING: 36.0 TONS
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B#1455 POLEBRIDGE RANGER STATION
AutoCAD SHX Text THE COVEY MEADOW TRAILHEAD PARKING AREA APPROXIMATELY 1,000 SF VEHICLE AND EQUIPMENT PARKING AREA ONLY. NO MATERIAL STAGING. CONFINE PARKING AREA LIMITS TO WITHIN THE GRAVEL PARKING AREA.
AutoCAD SHX Text THE SOLAR PANELS STAGING AREA APPROXIMATELY 3,400 SF MATERIAL AND EQUIPMENT STAGING AREA. A PORTION OF THIS STAGING AREA MAY BE WITHIN THE EXIT LANE, PROVIDED THAT THERE IS AT LEAST A 12' LANE TO ALLOW VEHICLES TO PASS THROUGH.
AutoCAD SHX Text THE BOWMAN CREEK PULLOFF STAGING AREA APPROXIMATELY 850 SF MATERIAL AND EQUIPMENT STAGING AREA
AutoCAD SHX Text THE NORTH FORK OVERLOOK PARKING AREA APPROXIMATELY 800 SF VEHICLE AND EQUIPMENT PARKING AREA ONLY. NO MATERIAL STAGING. CONFINE PARKING AREA LIMITS TO WITHIN THE GRAVEL PULLOFF AREA; DO NO OBSTRUCT THE ROAD.
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WATER TANK AREA
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1. STAGING AREAS SHALL NOT OBSTRUCT EMERGENCY TRAFFIC, VISITOR TRAFFIC, OR NPS USE AND STAGING AREAS SHALL NOT OBSTRUCT EMERGENCY TRAFFIC, VISITOR TRAFFIC, OR NPS USE AND OCCUPATION OF THE SITE. COORDINATE WITH NPS. 2. OVERNIGHT MATERIAL AND EQUIPMENT STAGING AREAS SHALL BE LIMITED TO HARDSCAPED AREAS OVERNIGHT MATERIAL AND EQUIPMENT STAGING AREAS SHALL BE LIMITED TO HARDSCAPED AREAS SUCH AS GRAVEL OR PAVEMENT. AVOID STAGING MATERIALS ON NATURAL GROUND SURFACES. 3. THESE IDENTIFIED MATERIAL AND STAGING AREAS SHALL BE AVAILABLE FOR CONTRACTOR USE THESE IDENTIFIED MATERIAL AND STAGING AREAS SHALL BE AVAILABLE FOR CONTRACTOR USE THROUGHOUT THE DURATION OF THE PROJECT, UNLESS OTHERWISE NOTED. DEPENDING ON NPS OPERATIONS DURING CERTAIN PROJECT PHASES, OTHER MATERIAL AND EQUIPMENT STAGING AREAS MAY BE AVAILABLE IN THE MAINTENANCE AREA, HOUSING AREA, OR WATER TANK AREA. COORDINATE WITH NPS. 4. MATERIAL AND EQUIPMENT STAGING AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION MATERIAL AND EQUIPMENT STAGING AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION PRIOR TO PROJECT CLOSEOUT.
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MATERIAL AND EQUIPMENT STAGING AREAS
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INSIDE NORTH FORK ROAD
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INSIDE NORTH FORK ROAD
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INSIDE NORTH FORK ROAD
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VISITOR PARKING AREAS
AutoCAD SHX Text NORTH FORK FLATHEAD RIVER BRIDGE TWO LANE BRIDGE INVENTORY RATING: 34.0 TONS OPERATING RATING: 57.0 TONS
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CONSTRUCTION DOCUMENTS
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NELSON ENGINEERING
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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SHEET
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TITLE OF SHEET
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AutoCAD SHX Text 197288
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NE
AutoCAD SHX Text 04/08/2026
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GLACIER NATIONAL PARK
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REHABILITATE POLEBRIDGE WATER SYSTEM
AutoCAD SHX Text 329234B
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REVISION
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STAGING AREAS
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SCALE OF FEET
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AutoCAD SHX Text 1" = 150'
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SCALE OF FEET
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G6
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CONSTRUCTION DOCUMENTS
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SUB SHEET NO.
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NE
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GLACIER NATIONAL PARK
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REHABILITATE POLEBRIDGE WATER SYSTEM
AutoCAD SHX Text 329234B
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REVISION
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EROSION CONTROL PLAN
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INSIDE NORTH FORK ROAD
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NORTH FORK FLATHEAD RIVER
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BOWMAN CREEK
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GLACIER DRIVE
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LEGEND
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STRAW WATTLE LIMITS OF DISTURBANCE
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SCALE OF FEET
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AutoCAD SHX Text INSTALL ±35 LF STRAW WATTLES (FIBERROLLS) ALONG EDGE OF CREEK ACCESS PER DETAIL 1/C16, SEE NOTE 2 THIS SHEETC16, SEE NOTE 2 THIS SHEET, SEE NOTE 2 THIS SHEET
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CP#1
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CP#2
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CP#4
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CP#3
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CP#5
AutoCAD SHX Text NOTES: : 1. STRAW WATTLES (FIBER ROLLS) SHALL BE 100% BIODEGRADABLE, SEE DETAIL 1/C16. STRAW WATTLES (FIBER ROLLS) SHALL BE 100% BIODEGRADABLE, SEE DETAIL 1/C16. C16. . 2. REMOVED VEGETATION SHOULD BE LAID OVER EXPOSED SOILS TO PROVIDE A NATURAL REMOVED VEGETATION SHOULD BE LAID OVER EXPOSED SOILS TO PROVIDE A NATURAL COVER TO LIMIT EROSION. 3. CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING A SWPPP FOR APPROVAL CONTRACTOR IS RESPONSIBLE FOR PREPARING AND SUBMITTING A SWPPP FOR APPROVAL BY THE CO. 4. MAXIMUM ALLOWABLE TREE REMOVALS ALLOWED IF NECESSARY FOR CONSTRUCTION MAXIMUM ALLOWABLE TREE REMOVALS ALLOWED IF NECESSARY FOR CONSTRUCTION OPERATIONS. OTHER TREES MAY REQUIRE BRANCH TRIMMING TO FACILITATE CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO LIMIT TREE REMOVALS AND VEGETATION DISTURBANCE AREA TO THE LEAST IMPACT POSSIBLE. THE CONTRACTOR SHALL COORDINATE EQUIPMENT ACCESS ROUTES, EXCAVATION AREA, STOCKPILE AREA, TREE REMOVAL, AND VEGETATION REMOVAL WITH NPS.
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REMOVE TREES IN RED DASHED LINES, SEE NOTE 4 THIS SHEET
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PROTECT TREE OUTSIDE OF LOD PER DETAIL 1/C12C12
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PROTECT TREES PER DETAIL 1/C12C12
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SEE BLOW-UP DETAIL THIS SHEET
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REMOVE TREES IN RED DASHED LINES, SEE NOTE 4 THIS SHEET
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INSTALL ±180 LF STRAW WATTLES (FIBERROLLS), SEE NOTE 1 THIS SHEET
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INSTALL ±416 LF…
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