Attachment_2_-_Civil_Plans.pdf

PDF 22 MB Posted

Attached to
Rehabilitate the Polebridge Water System, Glacier
Solicitation number
140P1426R0013
Issued by

About this file

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.

View the file

Other files

Show all 19

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Docusign Envelope ID: 7E73CA1F-A891-8C95-8356-E0E49D41F272

4/23/2026

AutoCAD SHX Text

ST. MARY

AutoCAD SHX Text

BABB

AutoCAD SHX Text

WEST

AutoCAD SHX Text

GLACIER

AutoCAD SHX Text

ALBERTA

AutoCAD SHX Text

CANADA

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

DUCK

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

BLACKFEET

AutoCAD SHX Text

HWY.

AutoCAD SHX Text

CARDSTON

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

KIOWA

AutoCAD SHX Text

EAST

AutoCAD SHX Text

GLACIER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ESSEX

AutoCAD SHX Text

AutoCAD SHX Text

OLE CREEK

AutoCAD SHX Text

PARK

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

CUT BANK

AutoCAD SHX Text

WALTON

AutoCAD SHX Text

NYACK CREEK

AutoCAD SHX Text

HARRISON

AutoCAD SHX Text

LAKE

AutoCAD SHX Text McDONALD

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

LOGGING

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

QUARTZ

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

BOWMAN

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

CAMAS

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

ANACONDA

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

KINTLA

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

UPPER

AutoCAD SHX Text

WATERTON

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

CANADA

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

BRITISH COLUMBIA

AutoCAD SHX Text

MIDDLE

AutoCAD SHX Text

WATERTON

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

GLENNS

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

COSLEY

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

BELLY

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

GOAT

AutoCAD SHX Text

HAUNT

AutoCAD SHX Text

BELLY

AutoCAD SHX Text

RIVER

AutoCAD SHX Text V.C.

AutoCAD SHX Text

ST. MARY

AutoCAD SHX Text

ST. MARY

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

TWO MEDICINE

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

TWO

AutoCAD SHX Text

MEDICINE

AutoCAD SHX Text

MANY

AutoCAD SHX Text

GLACIER

AutoCAD SHX Text

RISING SUN

AutoCAD SHX Text

LOGAN

AutoCAD SHX Text

PASS

AutoCAD SHX Text V.C.

AutoCAD SHX Text

SHERBURNE

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

HQ.

AutoCAD SHX Text

WEST

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

SPRAGUE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

FISH CREEK

AutoCAD SHX Text

AVALANCHE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

POLEBRIDGE

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

POLEBRIDGE

AutoCAD SHX Text

COLUMBIA

AutoCAD SHX Text

FALLS

AutoCAD SHX Text

BURLINGTON

AutoCAD SHX Text

NORTHERN

AutoCAD SHX Text

RAILROAD

AutoCAD SHX Text

GLACIER COUNTY

AutoCAD SHX Text

PONDERA COUNTY

AutoCAD SHX Text

MIDDLE

AutoCAD SHX Text

FORK

AutoCAD SHX Text

FLATHEAD

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

WATERTON

AutoCAD SHX Text

LAKES

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

PARK

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

GOING-

AutoCAD SHX Text

TO-

AutoCAD SHX Text

THE-

AutoCAD SHX Text

SUN

AutoCAD SHX Text

FLATHEAD CO.

AutoCAD SHX Text

GLACIER CO.

AutoCAD SHX Text

CONTINENTAL

AutoCAD SHX Text

DIVIDE

AutoCAD SHX Text

CONTINENTAL

AutoCAD SHX Text

DIVIDE

AutoCAD SHX Text

NORTH FORK

AutoCAD SHX Text

FLATHEAD

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

ST. MARY RIVER

AutoCAD SHX Text

CHIEF MOUNTAIN

AutoCAD SHX Text

INTERNATIONAL

AutoCAD SHX Text

HWY.

AutoCAD SHX Text

HUNGRY

AutoCAD SHX Text

HORSE

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

HUDSON

AutoCAD SHX Text

BAY

AutoCAD SHX Text

DIVIDE

AutoCAD SHX Text

TO

AutoCAD SHX Text

KALISPELL,

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

TO

AutoCAD SHX Text

BROWNING,

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

LEWIS & CLARK

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

FLATHEAD

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

FOREST

AutoCAD SHX Text V.C.

AutoCAD SHX Text

APGAR

AutoCAD SHX Text

CAMAS CREEK

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

LOGGING

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

FLATHEAD

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

NORTH FORK RD.

AutoCAD SHX Text

FLATHEAD

AutoCAD SHX Text

PROVINCIAL

AutoCAD SHX Text

FOREST

AutoCAD SHX Text

BLACKFEET

AutoCAD SHX Text

INDIAN

AutoCAD SHX Text

RESERVATION

AutoCAD SHX Text

HUDSON BAY

AutoCAD SHX Text

DIVIDE

AutoCAD SHX Text

CUSTOMS

AutoCAD SHX Text

STATION

AutoCAD SHX Text

CUSTOMS

AutoCAD SHX Text

STATION

AutoCAD SHX Text

ENTRANCE

AutoCAD SHX Text

MANY

AutoCAD SHX Text

GLACIER

AutoCAD SHX Text

SWIFTCURRENT

AutoCAD SHX Text

TO

AutoCAD SHX Text

WHITEFISH,

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

CUSTOMS

AutoCAD SHX Text

STATION

AutoCAD SHX Text

LAKE

AutoCAD SHX Text McDONALD

AutoCAD SHX Text

LODGE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

IDAHO

AutoCAD SHX Text

CANADA

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

BRITISH COLUMBIA

AutoCAD SHX Text

ALBERTA

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

CARDSTON

AutoCAD SHX Text

GREAT

AutoCAD SHX Text

FALLS

AutoCAD SHX Text

KALISPELL

AutoCAD SHX Text

MISSOULA

AutoCAD SHX Text

HELENA

AutoCAD SHX Text

FLATHEAD

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

CONTINENTAL

AutoCAD SHX Text

DIVIDE

AutoCAD SHX Text

GLACIER

AutoCAD SHX Text

NATIONAL

AutoCAD SHX Text

PARK

AutoCAD SHX Text

ELKO

AutoCAD SHX Text

WATERTON

AutoCAD SHX Text

LAKES N.P.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BASIC DATA:

AutoCAD SHX Text

STATE

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

REGION

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text

DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

UNITED STATES

AutoCAD SHX Text

LOCATION WITHIN PARK

AutoCAD SHX Text

NAME OF PARK

AutoCAD SHX Text

TITLE OF PROJECT

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

OF

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

INTERMOUNTAIN REGION

AutoCAD SHX Text

REHABILITATE POLEBRIDGE WATER SYSTEM

AutoCAD SHX Text

POLEBRIDGE RANGER STATION

AutoCAD SHX Text

FLATHEAD

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

CONSTRUCTION DRAWINGS

AutoCAD SHX Text

GLAC PMIS: 329234B

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

INTERMOUNTAIN

AutoCAD SHX Text

NORTHWEST

AutoCAD SHX Text

MONTANA

AutoCAD SHX Text

AutoCAD SHX Text 197288

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 329234B

AutoCAD SHX Text

AutoCAD SHX Text

SCALE OF MILES

AutoCAD SHX Text

SCALE OF KILOMETERS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PLEASE CHECK WITH PARK OFFICIALS.

AutoCAD SHX Text

SOME ROADS ARE CLOSED IN WINTER;

AutoCAD SHX Text

ON GOING-TO-THE-SUN ROAD, AND

AutoCAD SHX Text

VEHICLE SIZE RESTRICTIONS EXIST

AutoCAD SHX Text

CAMPGROUND

AutoCAD SHX Text

PICNIC AREA

AutoCAD SHX Text

RANGER STATION

AutoCAD SHX Text

PARK HEADQUARTERS

AutoCAD SHX Text

VISITOR CENTER

AutoCAD SHX Text

HQ.

AutoCAD SHX Text V.C.

AutoCAD SHX Text

STATE LINE

AutoCAD SHX Text

UNPAVED ROAD

AutoCAD SHX Text

COUNTY LINE

AutoCAD SHX Text

PAVED ROAD

AutoCAD SHX Text

PARK BOUNDARY

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SCALE OF MILES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WORLD HERITAGE SITE

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

UNESCO

AutoCAD SHX Text

QUALITY DESIGN CERTIFICATION

AutoCAD SHX Text

OR

AutoCAD SHX Text

OR

AutoCAD SHX Text Development (Title I)

AutoCAD SHX Text Prepared in Accordance with Design

AutoCAD SHX Text by Design Development (Title I)

AutoCAD SHX Text Construction Drawing Not Preceded

AutoCAD SHX Text Approved by Superintendent on

AutoCAD SHX Text Variance from Design Development (Title I)

AutoCAD SHX Text Project Manager

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Date

AutoCAD SHX Text Date

AutoCAD SHX Text Sheet

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

A/E FIRM

AutoCAD SHX Text PRIME/CIVIL: NELSON ENGINEERING 430 S. CACHE STREET JACKSON, WY 83001 (307) 733-2087

AutoCAD SHX Text

THIS PROJECT

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

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

AutoCAD SHX Text

2 CODES AND STANDARDS

AutoCAD SHX Text

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.

AutoCAD SHX Text

4 CLEARING, GRUBBING, TOPSOIL STRIPPING, & TREE PROTECTION

AutoCAD SHX Text

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.

AutoCAD SHX Text

3 MATERIAL AND EQUIPMENT STAGING AREAS

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 197288

AutoCAD SHX Text

AutoCAD SHX Text

NE

AutoCAD SHX Text 04/08/2026

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

REHABILITATE POLEBRIDGE WATER SYSTEM

AutoCAD SHX Text 329234B

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

DRAWING INDEX &

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

AutoCAD SHX Text G1

AutoCAD SHX Text

AVERAGE INSTANTANEOUS FLOW

AutoCAD SHX Text

1.7 GALLONS PER MINUTE

AutoCAD SHX Text

AVERAGE DAY FLOW

AutoCAD SHX Text

2,496 GALLONS PER DAY

AutoCAD SHX Text

PEAKING FACTOR

AutoCAD SHX Text

AutoCAD SHX Text

PEAK HOUR FLOW

AutoCAD SHX Text

17.3 GALLONS PER MINUTE

AutoCAD SHX Text

DESIGN PUMP FLOW RATE

AutoCAD SHX Text

18.0 GALLONS PER MINUTE

AutoCAD SHX Text

DESIGN PUMP HEAD

AutoCAD SHX Text

217 FEET

AutoCAD SHX Text

DOMESTIC STORAGE (MIN.)

AutoCAD SHX Text

2,496 GALLONS

AutoCAD SHX Text

FIRE STORAGE (MIN.)

AutoCAD SHX Text

10,587 GALLONS

AutoCAD SHX Text

REQUIRED STORAGE (MIN.)

AutoCAD SHX Text

13,083 GALLONS

AutoCAD SHX Text

DESIGN STORAGE

AutoCAD SHX Text

14,000 GALLONS

AutoCAD SHX Text

HYDRANT FIRE FLOW (MIN.)

AutoCAD SHX Text

250 GALLONS PER MINUTE

AutoCAD SHX Text

BUILDING #

AutoCAD SHX Text

BUILDING NAME

AutoCAD SHX Text

WATER SERVICE

AutoCAD SHX Text

BUILDING USAGE

AutoCAD SHX Text

AutoCAD SHX Text

RANGER RESIDENCE

AutoCAD SHX Text

YEAR ROUND WATER

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

CABIN

AutoCAD SHX Text

SEASONAL WATER

AutoCAD SHX Text

SEASONAL

AutoCAD SHX Text

AutoCAD SHX Text

RANGER OFFICE

AutoCAD SHX Text

NO

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

EQUIPMENT CACHE

AutoCAD SHX Text

NO

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

FIRE CACHE, STORAGE, CHLORINATOR

AutoCAD SHX Text

NO (SPIGOT)

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

GENERATOR BUILDING

AutoCAD SHX Text

NO

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

HAZARDOUS MATERIAL STORAGE

AutoCAD SHX Text

NO

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

STRISSEL CABIN

AutoCAD SHX Text

YEAR ROUND WATER

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

LAUNDRY AND SHOWER

AutoCAD SHX Text

SEASONAL WATER

AutoCAD SHX Text

SEASONAL

AutoCAD SHX Text

AutoCAD SHX Text

POLEBRIDGE RANGER STATION

AutoCAD SHX Text

SEASONAL WATER

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

RADIO SHED

AutoCAD SHX Text

NO

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

DORM

AutoCAD SHX Text

SEASONAL WATER

AutoCAD SHX Text

SEASONAL

AutoCAD SHX Text

AutoCAD SHX Text

VAULT TOILET

AutoCAD SHX Text

NO

AutoCAD SHX Text

YEAR ROUND USE

AutoCAD SHX Text

AutoCAD SHX Text

SCHOOL TO PARK CABIN

AutoCAD SHX Text

SEASONAL WATER

AutoCAD SHX Text

SEASONAL

AutoCAD SHX Text

ARV-1

AutoCAD SHX Text

PLC

AutoCAD SHX Text

CV-1

AutoCAD SHX Text

FM-100

AutoCAD SHX Text

HV-1

AutoCAD SHX Text

HV-2

AutoCAD SHX Text

HV-3

AutoCAD SHX Text

HV-4

AutoCAD SHX Text

HV-5

AutoCAD SHX Text

FILTER

AutoCAD SHX Text

FILTER

AutoCAD SHX Text

PG

AutoCAD SHX Text

PG

AutoCAD SHX Text

PG

AutoCAD SHX Text

HV-6

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

ELECTROMAGNETIC FLOWMETER

AutoCAD SHX Text

PRESSURE GUAGE

AutoCAD SHX Text

PG

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

AIR VALVE

AutoCAD SHX Text

CHLORINE INJECTION

AutoCAD SHX Text

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

AutoCAD SHX Text

%%UACRONYM

AutoCAD SHX Text

%%UDEFINITION

AutoCAD SHX Text

PROCESS & INSTRUMENTATION DIAGRAM (P&ID)

AutoCAD SHX Text

CHLORINATION ROOM

AutoCAD SHX Text

WELL PUMP

AutoCAD SHX Text

YC

AutoCAD SHX Text

AutoCAD SHX Text

LOC/REM

AutoCAD SHX Text

TANK

AutoCAD SHX Text

LICR

AutoCAD SHX Text

AutoCAD SHX Text

LICR

AutoCAD SHX Text

AutoCAD SHX Text

LT

AutoCAD SHX Text

AutoCAD SHX Text

STORAGE

AutoCAD SHX Text

LEVEL

AutoCAD SHX Text

RESERVOIR

AutoCAD SHX Text

LAL

AutoCAD SHX Text

AutoCAD SHX Text

LOW

AutoCAD SHX Text

ALARM

AutoCAD SHX Text

LAH

AutoCAD SHX Text

AutoCAD SHX Text

HIGH

ALARM

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text

ST

AutoCAD SHX Text S

AutoCAD SHX Text

LS

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text

EB

AutoCAD SHX Text

SURVEY LINETYPES

AutoCAD SHX Text

EDGE OF SITE GEOMETRY

AutoCAD SHX Text

EDGE OF WATERWAY

AutoCAD SHX Text

MAJOR CONTOUR

AutoCAD SHX Text

MINOR CONTOUR

AutoCAD SHX Text

COMMUNICATIONS LINE

AutoCAD SHX Text

ELECTRIC LINE

AutoCAD SHX Text

PROPANE LINE

AutoCAD SHX Text

STORM SEWER LINE

AutoCAD SHX Text

SEWER LINE

AutoCAD SHX Text

TELEPHONE LINE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

SEWER FORCEMAIN LINE

AutoCAD SHX Text

FIBER OPTIC LINE

AutoCAD SHX Text

GUARDRAIL

AutoCAD SHX Text

FEE BOX

AutoCAD SHX Text

FLAGPOLE

AutoCAD SHX Text

POST OR BOLLARD (ROUND OR SQUARE)

AutoCAD SHX Text

ROAD SIGN

AutoCAD SHX Text

INTERPRETIVE SIGN

AutoCAD SHX Text

BOULDER

AutoCAD SHX Text

CONTROL POINT

AutoCAD SHX Text

ELECTRIC BREAKER OR SERVICE DISCONNECT BOX

AutoCAD SHX Text

ELECTRIC METER

AutoCAD SHX Text

PICNIC TABLE

AutoCAD SHX Text

FIRE PIT

AutoCAD SHX Text

WINDOW WELL

AutoCAD SHX Text

GALVANIZED STEEL

AutoCAD SHX Text G.S.

AutoCAD SHX Text

CAST IRON

AutoCAD SHX Text C.I.

AutoCAD SHX Text

PIPE INVERT

AutoCAD SHX Text

INV.

AutoCAD SHX Text

GALLON

AutoCAD SHX Text

GAL.

AutoCAD SHX Text

TRASH OR RECYCLING

AutoCAD SHX Text

BUILDING & ROOF OVERHANG

AutoCAD SHX Text

ROAD GATE & GUY WIRE

AutoCAD SHX Text

ELECTRIC PEDESTAL

AutoCAD SHX Text

HANDHOLE (COMPOSITE MATERIAL)

AutoCAD SHX Text

SATELLITE DISH

AutoCAD SHX Text

MONITORING WELL

AutoCAD SHX Text

PROPANE MANHOLE

AutoCAD SHX Text

PROPANE METER

AutoCAD SHX Text

PROPANE VALVE

AutoCAD SHX Text

SEPTIC TANK COVER AND APPROXIMATE TANK LIMITS

AutoCAD SHX Text

SEWER MANHOLE

AutoCAD SHX Text

SEWER LIFT STATION

AutoCAD SHX Text

SEWER CLEANOUT

AutoCAD SHX Text

PROPANE TANK (UNDERGROUND)

AutoCAD SHX Text

WATER CURB STOP

AutoCAD SHX Text

WATER VAULT STRUCTURE

AutoCAD SHX Text

WATER PUMP OUT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

WATER SPIGOT

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

TELEPHONE PEDESTAL

AutoCAD SHX Text

SHRUB OR BUSH

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

PINE TREE

AutoCAD SHX Text

ASPHALT AREA

AutoCAD SHX Text

CONCRETE AREA

AutoCAD SHX Text

LANDSCAPING STONE AREA

AutoCAD SHX Text

VEGETATION AREA

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

BUILDING SYMBOLS

AutoCAD SHX Text

SITE FEATURES & FURNITURE SYMBOLS

AutoCAD SHX Text

SURVEY CONTROL SYMBOLS

AutoCAD SHX Text

SITE UTILITY SYMBOLS

AutoCAD SHX Text

SITE VEGETATION SYMBOLS

AutoCAD SHX Text

SITE GROUND COVER HATCHES

AutoCAD SHX Text

ABBREVIATIONS

AutoCAD SHX Text

POLYVINYL CHLORIDE

AutoCAD SHX Text

PVC

AutoCAD SHX Text

WATER AREA (APPROXIMATE HIGH-WATER LINE)

AutoCAD SHX Text

TREE STUMP

AutoCAD SHX Text

HIGH DENSITY POLYETHYLENE

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

LINEAR FEET

AutoCAD SHX Text

LF

AutoCAD SHX Text

NATIONAL PARK SERVICE

AutoCAD SHX Text

NPS

AutoCAD SHX Text

ST

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 197288

AutoCAD SHX Text

AutoCAD SHX Text

NE

AutoCAD SHX Text 04/08/2026

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

REHABILITATE POLEBRIDGE WATER SYSTEM

AutoCAD SHX Text 329234B

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

LEGEND, SYMBOLS,

AutoCAD SHX Text

& ABBREVIATIONS

AutoCAD SHX Text

G2

EB

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

LS

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

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.

AutoCAD SHX Text

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.

AutoCAD SHX Text

SURVEY CONTROL POINTS

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 197288

AutoCAD SHX Text

AutoCAD SHX Text

NE

AutoCAD SHX Text 04/08/2026

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

REHABILITATE POLEBRIDGE WATER SYSTEM

AutoCAD SHX Text 329234B

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

EXISTING SITE &

AutoCAD SHX Text

SURVEY CONTROL

AutoCAD SHX Text

AutoCAD SHX Text G3

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

NORTH FORK FLATHEAD RIVER

AutoCAD SHX Text

BOWMAN CREEK

AutoCAD SHX Text

GLACIER DRIVE

AutoCAD SHX Text

EX-SSMH-02

AutoCAD SHX Text

EX-SSMH-04

AutoCAD SHX Text

EX-SAN-06

AutoCAD SHX Text

SEPTIC TANK

AutoCAD SHX Text

1000 GAL. SEPTIC TANK

AutoCAD SHX Text

SEPTIC TANK

AutoCAD SHX Text

SEPTIC TANK

AutoCAD SHX Text

SEPTIC TANK

AutoCAD SHX Text

EX-SAN-01

AutoCAD SHX Text

EX-SAN-05

AutoCAD SHX Text

EX-SSMH-03

AutoCAD SHX Text

SOLAR PANELS

AutoCAD SHX Text

ROAD GATE

AutoCAD SHX Text

SEPTIC DRAIN FIELD

AutoCAD SHX Text

REGULATIONS SIGN

AutoCAD SHX Text

SELF-PAY KIOSK

AutoCAD SHX Text

FEE BOX

AutoCAD SHX Text

COVEY MEADOW TRAILHEAD

AutoCAD SHX Text

DESTINATION DISTANCE SIGN

AutoCAD SHX Text

POSTS WITH CHAIN

AutoCAD SHX Text

VEHICLE LENGTH RESTRICTION SIGN

AutoCAD SHX Text

VEHICLE LENGTH RESTRICTION SIGN

AutoCAD SHX Text

KEEP RIGHT SIGN

AutoCAD SHX Text

INFO KIOSK

AutoCAD SHX Text

8" PVC CULVERT

AutoCAD SHX Text

DO NOT ENTER SIGN

AutoCAD SHX Text

AUTHORIZED VEHICLES ONLY SIGN

AutoCAD SHX Text

CP#1

AutoCAD SHX Text

SPEED LIMIT SIGN

AutoCAD SHX Text

12" PVC CULVERT

AutoCAD SHX Text 10,000 GALLON PLASTIC WATER TANK RIM = 3648.48 4' BURY DEPTH 7.9' x 30.4'L22" ACCESS PORT

AutoCAD SHX Text

2" G.S. VENT PIPE

AutoCAD SHX Text

END OF 2" G.S. OVERFLOW PIPE, DRAIN TO GRADE

AutoCAD SHX Text

SPEED LIMIT SIGN

AutoCAD SHX Text

STOP AHEAD SIGN

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

TRASH & RECYCLING

AutoCAD SHX Text

SEPTIC DRAIN FIELD

AutoCAD SHX Text

ENTRANCE SIGN

AutoCAD SHX Text

PROPANE TANKS

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text

12" PVC CULVERTS

AutoCAD SHX Text

ABANDONED WATER STRUCTURE

AutoCAD SHX Text

CP#4

AutoCAD SHX Text CONTROLS CABLE FROM EXISTING CONTROL PANEL IN CHLORINATION ROOM TO WATER TANK (BLACK COLOR; ON GRADE)

AutoCAD SHX Text

ELECTRICAL MANHOLE

AutoCAD SHX Text

CP#3

AutoCAD SHX Text

STORM RUNOFF DRYWELL

AutoCAD SHX Text

RADIO COMMUNICATIONS WIRES TO B#97 AND B#1451 (WHITE COLOR; ON GRADE)

AutoCAD SHX Text INFILTRATION GALLERY 3' x 10' DEPTH

AutoCAD SHX Text

ABANDONED WATER SUPPLY STRUCTURE

AutoCAD SHX Text

ABOVE-GROUND GASOLINE TANK ENCLOSURE (7' WOOD FENCE)

AutoCAD SHX Text CONTROLS CABLE FROM EXISTING CONTROL PANEL IN CHLORINATION ROOM TO WATER TANK (BLACK COLOR; ON GRADE)

AutoCAD SHX Text

BURIED TELEPHONE LINE

AutoCAD SHX Text

TRASH

AutoCAD SHX Text

LIFT STATION ELECTRICAL CONTROLS

AutoCAD SHX Text CONTROLS CABLE FROM EXISTING CONTROL PANEL IN CHLORINATION ROOM TO WATER TANK (BLACK COLOR; ON GRADE)

AutoCAD SHX Text

RADIO COMMUNICATIONS WIRES TO B#97 AND B#1451 (WHITE COLOR; ON GRADE)

AutoCAD SHX Text

PROJECT LOCATION: POLEBRIDGE RANGER STATION AREA

AutoCAD SHX Text

NORTH FORK ROAD

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

NORTH FORK FLATHEAD RIVER

AutoCAD SHX Text

GLACIER DRIVE

AutoCAD SHX Text

FLATHEAD NATIONAL FOREST

AutoCAD SHX Text

POLEBRIDGE, MT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text WATER LINE TRENCH (SUPPLY AND DISTRIBUTIONS LINES AT 5' COVER; COMMUNICATION LINES IN CONDUIT AT 2' COVER)

AutoCAD SHX Text

ABANDONED TELEPHONE LINE IN 2.5" G.S. CONDUIT

AutoCAD SHX Text

2" G.S. VENT PIPE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

ASSUMED LOCATION OF WATER MAIN

AutoCAD SHX Text B#1455

AutoCAD SHX Text B#1448

AutoCAD SHX Text B#1447

AutoCAD SHX Text B#1450

AutoCAD SHX Text B#353

AutoCAD SHX Text B#97

AutoCAD SHX Text B#1451

AutoCAD SHX Text B#1865

AutoCAD SHX Text B#1594

AutoCAD SHX Text B#1454

AutoCAD SHX Text B#1842

AutoCAD SHX Text B#98

AutoCAD SHX Text B#1449

AutoCAD SHX Text B#1576

DRAIN LINE

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

LS

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

EB

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

LS

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 197288

AutoCAD SHX Text

AutoCAD SHX Text

NE

AutoCAD SHX Text 04/08/2026

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

REHABILITATE POLEBRIDGE WATER SYSTEM

AutoCAD SHX Text 329234B

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

DEMOLITION

AutoCAD SHX Text

& RECLAMATION PLAN

AutoCAD SHX Text

AutoCAD SHX Text G4

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 60'

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

NORTH FORK FLATHEAD RIVER

AutoCAD SHX Text

BOWMAN CREEK

AutoCAD SHX Text

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..

AutoCAD SHX Text B#1455

AutoCAD SHX Text B#1448

AutoCAD SHX Text B#1447

AutoCAD SHX Text B#1450

AutoCAD SHX Text B#353

AutoCAD SHX Text B#97

AutoCAD SHX Text B#1451

AutoCAD SHX Text B#1865

AutoCAD SHX Text B#1594

AutoCAD SHX Text B#1454

AutoCAD SHX Text B#1842

AutoCAD SHX Text B#98

AutoCAD SHX Text B#1449

AutoCAD SHX Text B#1576

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

NORTH FORK FLATHEAD RIVER

AutoCAD SHX Text

BOWMAN CREEK

AutoCAD SHX Text

GLACIER DRIVE

AutoCAD SHX Text B#1455

AutoCAD SHX Text B#1448

AutoCAD SHX Text B#1447

AutoCAD SHX Text B#1450

AutoCAD SHX Text B#353

AutoCAD SHX Text B#97

AutoCAD SHX Text B#1451

AutoCAD SHX Text B#1865

AutoCAD SHX Text B#1594

AutoCAD SHX Text B#1454

AutoCAD SHX Text B#1842

AutoCAD SHX Text B#98

AutoCAD SHX Text B#1449

AutoCAD SHX Text B#1576

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

GRAVEL ROAD REPLACEMENT VEGETATION RECLAIM AREA ROLLED EROSION CONTROL

AutoCAD SHX Text

CP#1

AutoCAD SHX Text

REMOVE TANK AND DRAIN LINE, SEE NOTE 3 THIS SHEET

AutoCAD SHX Text

REMOVE FIRE HYDRANT

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#4

AutoCAD SHX Text

CP#3

AutoCAD SHX Text

REMOVE 2" G.S. VENT PIPE

AutoCAD SHX Text

REMOVE FIRE HYDRANT, CUT 1' BELOW GRADE AND BACKFILL WITH CONCRETE

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

REMOVE CURB STOPS

AutoCAD SHX Text

REMOVE OLD ELECTRICAL BREAKER BOX AND POST

AutoCAD SHX Text

REMOVE OLD CURB STOP. CUT RISER PIPE FOR OLD VALVE. CUT BELOW GRADE AND BURY

AutoCAD SHX Text

REMOVE CURB STOPS, PUMP OUTS, AND HANDHOLE

AutoCAD SHX Text

REMOVE OLD CURB STOP

AutoCAD SHX Text

REMOVE CURB STOPS, PUMP OUT, AND HAND HOLE

AutoCAD SHX Text

REMOVE CURB STOPS AND PUMP OUT

AutoCAD SHX Text REMOVE OLD COMMUNICATIONS LINE THAT IS LAYING ON GRADE FROM CHLORINATION ROOM TO EXISTING TANK

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

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.

AutoCAD SHX Text

BOWMAN LAKE ROAD

AutoCAD SHX Text

BOWMAN CREEK

AutoCAD SHX Text BOWMAN CREEK BRIDGE SINGLE LANE BRIDGE INVENTORY RATING: 21.0 TONS OPERATING RATING: 36.0 TONS

AutoCAD SHX Text

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.

AutoCAD SHX Text

WATER TANK AREA

AutoCAD SHX Text

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.

AutoCAD SHX Text

MATERIAL AND EQUIPMENT STAGING AREAS

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

VISITOR PARKING AREAS

AutoCAD SHX Text NORTH FORK FLATHEAD RIVER BRIDGE TWO LANE BRIDGE INVENTORY RATING: 34.0 TONS OPERATING RATING: 57.0 TONS

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 197288

AutoCAD SHX Text

AutoCAD SHX Text

NE

AutoCAD SHX Text 04/08/2026

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

REHABILITATE POLEBRIDGE WATER SYSTEM

AutoCAD SHX Text 329234B

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

STAGING AREAS

AutoCAD SHX Text

AutoCAD SHX Text G5

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 150'

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BLOW-UP DETAIL

G6

AutoCAD SHX Text

EB

AutoCAD SHX Text P

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

LS

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

EB

AutoCAD SHX Text

EB

AutoCAD SHX Text S

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text

ST

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

CONSTRUCTION DOCUMENTS

AutoCAD SHX Text

NELSON ENGINEERING

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

PMIS/PKG NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

AutoCAD SHX Text 197288

AutoCAD SHX Text

AutoCAD SHX Text

NE

AutoCAD SHX Text 04/08/2026

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text

REHABILITATE POLEBRIDGE WATER SYSTEM

AutoCAD SHX Text 329234B

AutoCAD SHX Text Mark

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Date

AutoCAD SHX Text Initial

AutoCAD SHX Text

EROSION CONTROL PLAN

AutoCAD SHX Text

AutoCAD SHX Text G6

AutoCAD SHX Text

INSIDE NORTH FORK ROAD

AutoCAD SHX Text

NORTH FORK FLATHEAD RIVER

AutoCAD SHX Text

BOWMAN CREEK

AutoCAD SHX Text

GLACIER DRIVE

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

STRAW WATTLE LIMITS OF DISTURBANCE

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1" = 10'

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

AutoCAD SHX Text

CP#1

AutoCAD SHX Text

CP#2

AutoCAD SHX Text

CP#4

AutoCAD SHX Text

CP#3

AutoCAD SHX Text

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.

AutoCAD SHX Text

REMOVE TREES IN RED DASHED LINES, SEE NOTE 4 THIS SHEET

AutoCAD SHX Text

PROTECT TREE OUTSIDE OF LOD PER DETAIL 1/C12C12

AutoCAD SHX Text

PROTECT TREES PER DETAIL 1/C12C12

AutoCAD SHX Text

SEE BLOW-UP DETAIL THIS SHEET

AutoCAD SHX Text

REMOVE TREES IN RED DASHED LINES, SEE NOTE 4 THIS SHEET

AutoCAD SHX Text

INSTALL ±180 LF STRAW WATTLES (FIBERROLLS), SEE NOTE 1 THIS SHEET

AutoCAD SHX Text

INSTALL ±416 LF…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .