Attach_2_-_GLAC311336_-_Drawings-STAMPED_1.pdf

PDF 13 MB Posted Mar 4, 2022

Attached to: GLAC 311336 - Glacier Bridge Rehabilitation
Solicitation number: 140P2022R0080
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a pre-solicitation notice for bridge rehabilitation work. The National Park Service is seeking contractors to rehabilitate 13 bridges throughout Glacier National Park, as outlined in the attached pre-solicitation documents and drawings. Solicitation number 140P2022R0080 will be issued for the work, which includes rehabilitation of bridges with a focus on structural repairs, deck replacements, and railing upgrades. The estimated value of the contract is between $5-10 million. Responses are due 60 days after issuance of the solicitation. The contract is expected to be awarded in early 2023 and be completed within two years.

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File	Type	Posted
B01_Synopsis_PreSolitNoticeGLAC311336_1.pdf	PDF	Mar 4, 2022
Attach_1_-_GLAC311336_Final_Specifications_-_Stamped_1.pdf	PDF	Mar 4, 2022

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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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MONTANA

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CARDSTON

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EAST

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GLACIER

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OLE CREEK

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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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QUARTZ

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BOWMAN

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ANACONDA

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ST. MARY

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TWO MEDICINE

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GLACIER CO.

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INTERNATIONAL

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LEWIS & CLARK

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INSIDE NORTH

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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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NOTE

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CAMPGROUND

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GLACIER NATIONAL PARK

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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DEPARTMENT OF THE INTERIOR

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LOCATION WITHIN PARK

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NAME OF PARK

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DRAWING NO.

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SHEET

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GLAC BRIDGE PRESERV.

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MULTIPLE (SEE MAP)

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FLATHEAD & GLACIER

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MONTANA

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CONSTRUCTION DRAWINGS

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GLACIER NATIONAL PARK

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INTERMOUNTAIN

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NORTHWESTERN

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MONTANA

AutoCAD SHX Text BOUNDARY MAPS 117/92,003 4/74; 117/80,001 3/76; REVISED & REDRAWN 8/92. UPDATED 11/98. SGS.

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1430-032P LEE CREEK BRIDGE

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1430-034P ANACONDA CREEK BRIDGE

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1430-033P DUTCH CREEK BRIDGE

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1430-025P FORD CREEK BRIDGE

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1430-023P KINTLA CREEK BRIDGE

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1430-022P BOWMAN CREEK BRIDGE

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1430-021P QUARTZ CREEK BRIDGE

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1430-020P LOGGING CREEK BRIDGE

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1430-014P AKOKALA CREEK BRIDGE

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1430-013P CAMAS CREEK BRIDGE

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1430-009P APPISTOKI CREEK BRIDGE

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1430-007P FISH CREEK BRIDGE

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1430-006P NORTH FORK BRIDGE

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GLAC 311336

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100%%% PS&E - APRIL 5, 2021

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QUALITY DESIGN CERTIFICATION

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REVISION

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CIVIL:

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SURVEYING:

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SEE SHEET G2 FOR SHEET INDEX

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HYDRAULICS:

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%%UCONTRACT BID SCHEDULE SUMMARY

BASE CONTRACT: FISH CREEK BRIDGE FISH CREEK BRIDGE CAMAS CREEK BRIDGE APPISTOKI CREEK BRIDGE AKOKALA CREEK BRIDGE BOWMAN CREEK BRIDGE FORD CREEK BRIDGE KINTLA CREEK BRIDGE NORTH FORK BRIDGE LEE CREEK BRIDGE OPTION A: DUTCH CREEK BRIDGE DUTCH CREEK BRIDGE OPTION B: ANACONDA CREEK BRIDGE ANACONDA CREEK BRIDGE OPTION C: LOGGING CREEK BRIDGE LOGGING CREEK BRIDGE OPTION D: QUARTZ CREEK BRIDGEQUARTZ CREEK BRIDGE

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DATE:

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DESIGNED:

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SHEET INDEX

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D. GRAFF

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S. FLORIAN

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D. BELTZER

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GLACIER NATIONAL PARK

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GLAC 311336

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100%%% PS&E - APRIL 5, 2021

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100%%% PS&E

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SHEET

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SUB SHEET

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TITLE OF SHEET

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AutoCAD SHX Text COVER SHEET SHEET INDEX NOTES & SYMBOLS ABBREVIATIONS SUMMARY OF QUANTITIES STAGING AREAS (1 OF 4) NORTH FORK, FISH & APPISTOCKI STAGING AREAS (2 OF 4) CAMAS, AKOKALA, LOGGING & BOWMAN STAGING AREAS (3 OF 4) QUARTZ, KINTLA, FORD & LEE STAGING AREAS (4 OF 4) DUTCH & ANACONDA 1430-006P NORTH FORK BRIDGE WORK LIMIT/PHOTO PLAN 1430-006P NORTH FORK BRIDGE PHOTOS (1 OF 2) 1430-006P NORTH FORK BRIDGE PHOTOS (2 OF 2) 1430-006P NORTH FORK BRIDGE GENERAL LAYOUT (1 OF 2) 1430-006P NORTH FORK BRIDGE GENERAL LAYOUT (2 OF 2) 1430-006P NORTH FORK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-006P NORTH FORK BRIDGE DETAILS 1430-007P FISH CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-007P FISH CREEK BRIDGE PHOTOS 1430-007P FISH CREEK BRIDGE GENERAL LAYOUT 1430-007P FISH CREEK BRIDGE HYDRAULIC LAYOUT 1430-007P FISH CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-007P FISH CREEK BRIDGE DETAILS 1430-009P APPISTOKI CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-009P APPISTOKI CREEK BRIDGE PHOTOS (1 OF 2) 1430-009P APPISTOKI CREEK BRIDGE PHOTOS (2 OF 2) 1430-009P APPISTOKI CREEK BRIDGE GENERAL LAYOUT 1430-009P APPISTOKI CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-013P CAMAS CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-013P CAMAS CREEK BRIDGE PHOTOS 1430-013P CAMAS CREEK BRIDGE GENERAL LAYOUT 1430-013P CAMAS CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-013P CAMAS CREEK BRIDGE DETAILS 1430-014P AKOKALA CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-014P AKOKALA CREEK BRIDGE PHOTOS 1430-014P AKOKALA CREEK BRIDGE GENERAL LAYOUT 1430-014P AKOKALA CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-020P LOGGING CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-020P LOGGING CREEK BRIDGE PHOTOS 1430-020P LOGGING CREEK BRIDGE GENERAL LAYOUT 1430-020P LOGGING CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-021P QUARTZ CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-021P QUARTZ CREEK BRIDGE PHOTOS 1430-021P QUARTZ CREEK BRIDGE GENERAL LAYOUT 1430-021P QUARTZ CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN

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SHEET

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SUB SHEET

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AutoCAD SHX Text 1430-022P BOWMAN CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-022P BOWMAN CREEK BRIDGE PHOTOS (1 OF 2) 1430-022P BOWMAN CREEK BRIDGE PHOTOS (2 OF 2) 1430-022P BOWMAN CREEK BRIDGE GENERAL LAYOUT 1430-022P BOWMAN CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-023P KINTLA CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-023P KINTLA CREEK BRIDGE PHOTOS 1430-023P KINTLA CREEK BRIDGE GENERAL LAYOUT 1430-023P KINTLA CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-025P FORD CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-025P FORD CREEK BRIDGE PHOTOS 1430-025P FORD CREEK BRIDGE GENERAL LAYOUT 1430-025P FORD CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-025P FORD CREEK BRIDGE DETAILS 1430-032P LEE CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-032P LEE CREEK BRIDGE PHOTOS (1 OF 2) 1430-032P LEE CREEK BRIDGE PHOTOS (2 OF 2) 1430-032P LEE CREEK BRIDGE GENERAL LAYOUT 1430-032P LEE CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-032P LEE CREEK BRIDGE DETAILS 1430-033P DUTCH CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-033P DUTCH CREEK BRIDGE PHOTOS 1430-033P DUTCH CREEK BRIDGE GENERAL LAYOUT 1430-033P DUTCH CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN 1430-034P ANACONDA CREEK BRIDGE WORK LIMIT/PHOTO PLAN 1430-034P ANACONDA CREEK BRIDGE PHOTOS 1430-034P ANACONDA CREEK BRIDGE GENERAL LAYOUT 1430-034P ANACONDA CREEK BRIDGE TEMPORARY EROSION & SEDIMENT CONTROL PLAN TYPICAL DETAILS (1 OF 5) TYPICAL DETAILS (2 OF 5) TYPICAL DETAILS (3 OF 5) TYPICAL DETAILS (4 OF 5) TYPICAL DETAILS (5 OF 5) TEMPORARY EROSION & SEDIMENT CONTROL DETAILS (1 OF 3) TEMPORARY EROSION & SEDIMENT CONTROL DETAILS (2 OF 3) TEMPORARY EROSION & SEDIMENT CONTROL DETAILS (3 OF 3) TEMPORARY TRAFFIC CONTROL FLAGGING TEMPORARY TRAFFIC CONTROL SIGNAL TEMPORARY TRAFFIC CONTROL ROAD CLOSED LOCATIONS TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION DETAILS TEMPORARY TRAFFIC CONTROL PORTABLE TYPE 3 BARRICADE DETAILS

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MINOR (1') CONTOUR LINE WITH ELEVATION

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MAJOR (5') CONTOUR LINE WITH ELEVATION

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SIGN

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WOOD BOLLARD

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UNDERGROUND ELECTRIC LINE

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WETLANDS

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EDGE OF WATER

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ORDINARY HIGH WATER

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BRIDGE PILE

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SURVEY CONTROL POINT

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WORK LIMITS

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DECIDUOUS TREE

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CONIFEROUS TREE

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GLAC 311336

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DATE:

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DESIGNED:

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SUB SHEET NO.

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NOTES & SYMBOLS

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D. GRAFF

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S. FLORIAN

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GLACIER NATIONAL PARK

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AutoCAD SHX Text GENERAL NOTES: 1. THE LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE. THE EXACT SIZE, LOCATION, THE LOCATION OF UNDERGROUND UTILITIES IS APPROXIMATE. THE EXACT SIZE, LOCATION, AND TYPE OF EXISTING UTILITIES IN THE AREA IS NEITHER INTENDED NOR IMPLIED. THE CONTRACTOR IS RESPONSIBLE FOR MAKING FIELD INVESTIGATIONS AND OBTAINING INFORMATION FROM UTILITY COMPANIES AND INDIVIDUALS TO DETERMINE EXACT LOCATION AND ELEVATIONS OF ALL SUBSURFACE UTILITIES AND STRUCTURES. CONTRACTOR SHALL NOTIFY THE MONTANA UTILITY NOTIFICATION CENTER (811) BEFORE PROCEEDING WITH WORK (MINIMUM 72 HOURS NOTICE). 2. THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL OF THE CONTRACTING OFFICER, A THE CONTRACTOR SHALL SUBMIT, FOR APPROVAL OF THE CONTRACTING OFFICER, A DETAILED CONSTRUCTION SCHEDULE AND OUTLINE OF CONSTRUCTION METHODOLOGIES FOR CONSTRUCTION OF THE PROPOSED ACTIVITIES INCLUDING RESTORATION OF THE PROPOSED STAGING AREAS PRIOR TO CONSTRUCTION. 3. ALL SIGNS ARE TO BE PROTECTED BY THE CONTRACTOR. CONTRACTOR SHALL REPLACE ALL SIGNS ARE TO BE PROTECTED BY THE CONTRACTOR. CONTRACTOR SHALL REPLACE SIGNS DAMAGED OR DISPLACED DURING CONSTRUCTION AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL NOT DAMAGE EXISTING VEGETATION OUTSIDE OF THE WORK THE CONTRACTOR SHALL NOT DAMAGE EXISTING VEGETATION OUTSIDE OF THE WORK LIMITS. 5. THE CONTRACTOR SHALL INSTALL TREE PROTECTION AND TEMPORARY FENCING TO THE CONTRACTOR SHALL INSTALL TREE PROTECTION AND TEMPORARY FENCING TO PROTECT TREES IMPACTED BY CONSTRUCTION, BUT NOT DESIGNATED FOR REMOVAL BY THE CONTRACTING OFFICER. ALL COST SHALL BE INCIDENTAL TO THE PROJECT. 6. TREE TRIMMING AND TREE REMOVAL SHALL BE COMPLETED BY A CERTIFIED ARBORIST TREE TRIMMING AND TREE REMOVAL SHALL BE COMPLETED BY A CERTIFIED ARBORIST UNDER THE SUPERVISION OF PARK PERSONNEL. 7. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS CONTAINED IN RELEVANT PERMITS, THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS CONTAINED IN RELEVANT PERMITS, INCLUDING THOSE ISSUED BY THE ARMY CORPS OF ENGINEERS. 8. REQUIRED EROSION AND SEDIMENTATION CONTROLS SHOWN ON THE PLAN IS REQUIRED EROSION AND SEDIMENTATION CONTROLS SHOWN ON THE PLAN IS APPROXIMATE. ACTUAL TYPE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL INSTALL PROPOSED EROSION CONTROL DEVICES PRIOR TO CONSTRUCTION ACTIVITY AND SHALL BE RESPONSIBLE FOR THEIR MAINTENANCE, REPOSITIONING AND REMOVAL THROUGH THE DURATION OF CONSTRUCTION. 9. THE REMOVAL AND DISPOSAL OF UNSUITABLE EXCAVATION MATERIALS AND DEBRIS SHALL THE REMOVAL AND DISPOSAL OF UNSUITABLE EXCAVATION MATERIALS AND DEBRIS SHALL BE INCIDENTAL TO THE PROJECT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE DURING CONSTRUCTION ACTIVITIES. 11. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT DAMAGE TO WORK OR THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PREVENT DAMAGE TO WORK OR EQUIPMENT BY HIGH WATER OR BY STORMS. THE CONTRACTING OFFICER MAY PROHIBIT CONSTRUCTION ACTIVITIES AT ANY TIME WHEN IN HIS/HER JUDGMENT HIGH WATERS OR STORM CONDITIONS ARE UNFAVORABLE OR UNSUITABLE, OR AT ANY TIME REGARDLESS OF THE WEATHER WHEN PROPER PRECAUTIONS ARE NOT BEING TAKEN TO SAFEGUARD PREVIOUSLY CONSTRUCTED WORK OR WORK IN PROGRESS. IN THE CASE OF DAMAGE CAUSED BY FAILURE OF THE CONTRACTOR TO TAKE ADEQUATE PRECAUTIONS, THE CONTRACTOR SHALL REPAIR OR REPLACE EQUIPMENT/WORK DAMAGED AND SHALL MAKE SUCH REPAIRS OR REBUILD PARTS OF THE DAMAGED WORK AS DIRECTED BY THE CONTRACTING OFFICER, AT NO ADDITIONAL COST TO THE GOVERNMENT. 12. ALL CONSTRUCTION VEHICLES AND EQUIPMENT INCLUDING OFFICE TRAILERS AND ALL CONSTRUCTION VEHICLES AND EQUIPMENT INCLUDING OFFICE TRAILERS AND RESIDENTIAL TRAILERS THAT ENTER THE PARK AND ARE STAGED IN ASSOCIATION WITH THIS PROJECT WILL BE INSPECTED BY THE CONTRACTING OFFICER PRIOR TO THEIR ENTRY INTO THE PARK FOR MUD, WEEDS, AND OTHER UNWANTED SUBSTANCES. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL PARK REQUIREMENTS AND REGULATIONS. 13. THE CONTRACTOR SHALL SUBMIT A PROPOSED STAGING AREA PLAN TO THE CONTRACTING THE CONTRACTOR SHALL SUBMIT A PROPOSED STAGING AREA PLAN TO THE CONTRACTING OFFICER FOR APPROVAL. AT A MINIMUM, THE STAGING AREA PLAN SHALL IDENTIFY STAGING EROSION CONTROL MEASURES, AND PROPOSED RESTORATION. THE EROSION CONTROL DETAILS SHALL CONTAIN DETAILS FOR REFUELING SITE AND STABILIZED CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL RESTORE THE PROPOSED STAGING AREAS TO PRECONSTRUCTION CONDITIONS AFTER THE WORK IS COMPLETE. THE CONTRACTOR SHALL NOT STORE, HANDLE AND/OR DISPOSE OF HAZARDOUS MATERIALS WITHIN THE WORK AREA OR STAGING AREA. DERIVED WASTE SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH FEDERAL AND STATE REGULATIONS. ALL ROCK, SAND, GRAVEL, FILL OR OTHER FOREIGN SUBSTRATE MATERIAL STORED IN STAGING AREAS MUST BE STORED ON TOP OF FILTER FABRIC TO FACILITATE RECOVERY AND PREVENT DEGRADATION OF NATIVE SOILS DURING SITE CLEANUP. NO FOREIGN SAND, TOPSOIL, LOAM OR OTHER FOREIGN SUBSTRATE MAY BE ADDED TO STAGING AREAS DURING SITE CLEANUP AND REGRADING WITHOUT PRIOR APPROVAL FROM THE CONTRACTING OFFICER. EXISTING PAVEMENT SHALL BE SWEPT CLEAN OR RESTORED TO EXISTING CONDITIONS BY OTHER MEANS TO THE SATISFACTION OF THE CONTRACTING OFFICER. ALL COSTS ASSOCIATED WITH THE PROPOSED STAGING AREAS (INCLUDING EROSION CONTROL, REFUELING SITE, STABILIZED CONSTRUCTION ENTRANCES, AND RESTORATION) SHALL BE INCIDENTAL TO THE PROJECT. 14. STAGING AREAS SHALL BE LIMITED TO LOCATIONS DESIGNATED ON THE PLANS. THE STAGING AREAS SHALL BE LIMITED TO LOCATIONS DESIGNATED ON THE PLANS. THE CONTRACTOR SHALL NOT CONDUCT ACTIVITIES OUTSIDE THE LIMITS OF THE DEFINED STAGING AREA. NO STAGING SHALL OCCUR ON VEGETATED AREAS. STAGING AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS IMMEDIATELY UPON VACATING THE STAGING AREA AND PRIOR TO FINAL COMPLETION. 15. THE REFUELING SITE, IF REQUIRED, SHALL ONLY BE USED FOR TRACKED VEHICLES (I.E. THE REFUELING SITE, IF REQUIRED, SHALL ONLY BE USED FOR TRACKED VEHICLES (I.E. EXCAVATORS AND BULLDOZERS). NO TRUCKS ARE TO BE REFUELED OR STORED IN THE PROJECT AREA. NO FUEL IS TO BE STORED ON SITE. CARE SHALL BE TAKEN TO PREVENT SPILLS WHILE REFUELING. 16. CONVENTIONAL CELL PHONE AND INTERNET SERVICE IS NOT AVAILABLE THROUGHOUT THE CONVENTIONAL CELL PHONE AND INTERNET SERVICE IS NOT AVAILABLE THROUGHOUT THE PARK. CONTRACTOR SHALL PROVIDE SUFFICIENT SATELLITE PHONE AND SATELLITE INTERNET SERVICE TO THE FIELD OFFICES FOR CONTINUOUS COMMUNICATION CONNECTIVITY WITH THE CO, CMR, AND OTHER PARK PERSONNEL DURING CONSTRUCTION. UTILITY NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND DESIGN AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND DESIGN AS NECESSARY OF ALL PERMANENT AND TEMPORARY UTILITY RELOCATIONS, INTERIOR, UNDERGROUND, AND OVERHEAD. THERE ARE NO PLANNED UTILITY IMPACTS AS A PART OF THIS PROJECT. IF UTILITIES ARE IMPACTED DUE TO CONTRACTOR NEGLIGENCE, SERVICE SHALL BE IMMEDIATELY RESTORED PER SECTION 01 11 00 OF THE SPECIFICATIONS. 2. FIRE HYDRANTS SHALL NOT BE REMOVED FROM SERVICE. FIRE HYDRANTS SHALL NOT BE REMOVED FROM SERVICE. 3. UTILITY SERVICES SHALL BE MAINTAINED TO ALL EXISTING BUILDING AND PARK FACILITIES. UTILITY SERVICES SHALL BE MAINTAINED TO ALL EXISTING BUILDING AND PARK FACILITIES. 4. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH FEDERAL, ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL OSHA REGULATIONS. EROSION CONTROL NOTES: 1. SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE INSTALLED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. SEDIMENTATION DEVICES SHALL BE FURNISHED, INSTALLED AND MAINTAINED AS SHOWN ON THE PLANS AND/OR AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PREVENT THE DISCHARGE AND MIGRATION OF SEDIMENT FROM THE SITE. 2. THE LIMIT OF WORK AREA MUST BE STRICTLY ADHERED TO IN ALL AREAS. THE THE LIMIT OF WORK AREA MUST BE STRICTLY ADHERED TO IN ALL AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING AREAS THAT ARE OUTSIDE OF THE PROJECT AREAS OF DISTURBANCE THAT ARE IMPACTED BY CONSTRUCTION OPERATIONS. SUCH AREAS INCLUDE THOSE WHERE VEHICLES, EQUIPMENT AND MATERIALS ARE STORED WITH THE PERMISSION OF THE CONTRACTING OFFICER. 3. TEMPORARY TREATMENT OF EXPOSED SURFACES SHALL CONSIST OF WATTLES, FIBER TEMPORARY TREATMENT OF EXPOSED SURFACES SHALL CONSIST OF WATTLES, FIBER MULCH OR PROTECTIVE COVERS SUCH AS A MAT OF FIBER LINING (BURLAP, JUTE MESH, EXCELSIOR MATTING). THESE TREATMENTS SHALL BE INCORPORATED INTO THE WORK AS WARRANTED OR AS DIRECTED BY THE CONTRACTING OFFICER. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE AND RUNOFF FLOW DURING STORMS AND PERIODS OF RAINFALL THROUGHOUT THE WORK AREA. 5. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED BY THE EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE INSPECTED BY THE CONTRACTOR WEEKLY AND WITHIN 24 HOURS OF A RAIN EVENT TOTALING 0.25 INCHES OR MORE WITHIN A 24 HOUR PERIOD AND MAINTAINED PROMPTLY BY THE CONTRACTOR. 6. IF WATERWAY BECOMES MUDDY, OFF-COLOR, OR OTHERWISE TURBID AS DETERMINED BY IF WATERWAY BECOMES MUDDY, OFF-COLOR, OR OTHERWISE TURBID AS DETERMINED BY THE CMR DURING CONSTRUCTION, WORK SHALL BE STOPPED UNTIL WATER CLEARS. CONTRACTOR SHALL CORRECT ANY ISSUES OCCURRING AS A RESULT OF WATER TURBIDITY. 7. TEMPORARY INLET PROTECTION SHALL BE INSTALLED AT ALL DECK DRAIN INLETS TO TRAP TEMPORARY INLET PROTECTION SHALL BE INSTALLED AT ALL DECK DRAIN INLETS TO TRAP SEDIMENT. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL THE UPSTREAM CONTRIBUTING AREA IS STABILIZED. 8. WHERE WATTLES ARE USED, THEY SHALL BE REMOVED AT THE END OF WORK AT THE WHERE WATTLES ARE USED, THEY SHALL BE REMOVED AT THE END OF WORK AT THE SITE OR AS DIRECTED BY THE CONTRACTING OFFICER UNLESS NEEDED TO PROVIDE EROSION CONTROL PRIOR TO REVEGETATION ESTABLISHMENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE/DISPOSE OF EXCESS SILT THAT HAS BEEN DEPOSITED AND/OR TRAPPED BY EROSION AND SEDIMENT CONTROL MEASURES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING ALL PAVED SURFACES IMPACTED THE CONTRACTOR SHALL BE RESPONSIBLE FOR SWEEPING ALL PAVED SURFACES IMPACTED BY TRACKED AND DISPERSED SEDIMENT ON A DAILY BASIS. SPILL PREVENTION AND RESPONSE PROCEDURE: 1. ANY DISCHARGE OF WASTE OR ANY OTHER POLLUTANT TO THE ENVIRONMENT REQUIRES ANY DISCHARGE OF WASTE OR ANY OTHER POLLUTANT TO THE ENVIRONMENT REQUIRES IMMEDIATE NOTIFICATION TO THE PARK BY DIALING 911. 2. ANY INCIDENT OF CONTAMINATION RESULTING FROM THE IMPROPER DISCHARGE OF ANY INCIDENT OF CONTAMINATION RESULTING FROM THE IMPROPER DISCHARGE OF POLLUTANTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR OTHER PARTIES THAT THE GOVERNMENT DETERMINES TO BE RESPONSIBLE FOR THE CONTAMINATION. PURSUANT TO THE STATE LAWS AND REGULATIONS, THE GOVERNMENT MAY REQUIRE THE CONTRACTOR AND OTHER RESPONSIBLE PARTIES TO REMEDIATE ANY INCIDENTS THAT MAY ADVERSELY IMPACT GROUNDWATER OR SURFACE WATER QUALITY. 3. THE CONTRACTOR SHALL MAINTAIN ON THE SITE APPROPRIATE MATERIALS TO CONTAIN AND THE CONTRACTOR SHALL MAINTAIN ON THE SITE APPROPRIATE MATERIALS TO CONTAIN AND RECOVER OILS AND OTHER POLLUTANTS TO PREVENT RELEASE INTO THE ENVIRONMENT. 4. REFUELING OF EQUIPMENT SHALL OCCUR AT A MINIMUM OF 100 FT. AWAY FROM ANY REFUELING OF EQUIPMENT SHALL OCCUR AT A MINIMUM OF 100 FT. AWAY FROM ANY STREAM. ALL STATIONARY MOTORIZED EQUIPMENT SHALL BE OPERATED AT MINIMUM OF 10 FT. AWAY FROM ANY STREAM. SITE SPECIFIC NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING PROPOSED WORK WITH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING PROPOSED WORK WITH CONTRACTING OFFICER, PROVIDING ADEQUATE CONTROLS FOR SITE SAFETY, AND MINIMIZING IMPACTS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR INITIATE ACTIVITIES THAT WILL RESTRICT ACCESS OF EMERGENCY VEHICLES WITHOUT PRIOR AUTHORIZATION FROM THE CONTRACTING OFFICER. 2. ALL CONSTRUCTION ACCESS PATH MATERIALS SHALL BE REMOVED AFTER CONSTRUCTION ALL CONSTRUCTION ACCESS PATH MATERIALS SHALL BE REMOVED AFTER CONSTRUCTION AND ORIGINAL GRADES SHALL BE RESTORED. REVEGETATION SHALL BE COMPLETED BY THE PARK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HEALTH AND SAFETY OF ALL ITS THE CONTRACTOR SHALL BE RESPONSIBLE FOR HEALTH AND SAFETY OF ALL ITS EMPLOYEES, SUBCONTRACTORS, VENDORS, AND VISITORS WORKING ON THE PROJECT. 4. THE CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A SET OF RECORD DRAWINGS THE CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES A SET OF RECORD DRAWINGS AND SPECIFICATIONS THAT SHALL BE UPDATED ON A DAILY BASIS AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AT THE COMPLETION OF THE CONSTRUCTION. RECORD DRAWINGS SHALL INCLUDE THE LOCATIONS AND REFERENCED DIMENSIONS OF ALL BURIED AND RELOCATED UTILITIES. FINAL SUBMISSION OF RECORD DRAWINGS SHALL BE ELECTRONIC AND IN ACCORDANCE WITH SECTION 01 77 00 OF THE SPECIFICATIONS. HAND DRAWN REDLINED RECORD DRAWINGS SHALL NOT BE ACCEPTED FOR THE FINAL SUBMITTAL. 5. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES WITHIN THE LIMIT OF THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES WITHIN THE LIMIT OF WORK AREAS INDICATED ON THE PLANS. NO CONSTRUCTION ACTIVITIES OUTSIDE OF THE DEFINED LIMIT OF WORK AREA SHALL BE ALLOWED WITHOUT PRIOR WRITTEN AUTHORIZATION BY THE CONTRACTING OFFICER. 6. THE CONTRACTOR SHALL SECURE THE WORK SITE FROM UNAUTHORIZED PERSONNEL WITH THE CONTRACTOR SHALL SECURE THE WORK SITE FROM UNAUTHORIZED PERSONNEL WITH FENCING AND/OR CONCRETE MEDIAN BARRIER OR OTHER METHODS APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL PROVIDE THE SITE WITH LIGHTING TO PROVIDE A SAFE AND SECURE WORK ENVIRONMENT, AS NECESSARY. 7. PRIOR TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL LOCATE CONTROL POINTS AND PRIOR TO CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL LOCATE CONTROL POINTS AND ESTABLISH THE CONSTRUCTION LAYOUT. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION LAYOUT IN SUFFICIENT DETAIL, THEREBY ENABLING THE CONTRACTOR TO CONSTRUCT THE PROJECT IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS. SURVEY SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTING OFFICER WILL NOT AUTHORIZE CONSTRUCTION ACTIVITIES TO BEGIN UNTIL THE CONTRACTOR SATISFIES THAT ALL GROUND CONTROL HAS BEEN ESTABLISHED, TIED DOWN, AND DULY RECORDED. 8. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ALL WORK PERMITS PRIOR TO IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO OBTAIN ALL WORK PERMITS PRIOR TO CONSTRUCTION BEFORE PROCEEDING WITH ANY WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF PEDESTRIAN AND VEHICULAR TRAFFIC AS REQUIRED BY THE CONTRACT DOCUMENTS. 10. ON ROADWAYS OPEN TO THE PUBLIC, MINIMIZE DUST ON ROADWAYS SO THAT VISIBILITY ON ROADWAYS OPEN TO THE PUBLIC, MINIMIZE DUST ON ROADWAYS SO THAT VISIBILITY AND AIR QUALITY ARE NOT AFFECTED AND A HAZARDOUS CONDITION IS NOT CREATED. DUST CONTROL SHALL APPLY TO PROJECT AREAS, STAGING AREAS, ROADWAYS BETWEEN PROJECT AREAS AND STAGING AREAS, AND AS DETERMINED BY THE CO. 11. ALL EXCAVATIONS SHALL BE BACKFILLED IN MAX 12 INCH LIFTS, COMPACTED TO 95 ALL EXCAVATIONS SHALL BE BACKFILLED IN MAX 12 INCH LIFTS, COMPACTED TO 95 PERCENT DENSITY, THE PAVEMENT REPAIRED, PROPERLY CURED, MARKED AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO THE WORK AREA BEING REOPENED TO TRAFFIC. 12. OPEN TRENCHES OR EXCAVATIONS: THE CONTRACTOR SHALL NOT BE PERMITTED TO LEAVE OPEN TRENCHES OR EXCAVATIONS: THE CONTRACTOR SHALL NOT BE PERMITTED TO LEAVE ANY TRENCHES OR OTHER EXCAVATIONS OPEN AT NIGHT OR ON WEEKENDS UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE WITH THE CONTRACTING OFFICER. IF APPROVAL IS GRANTED, THE TRENCH MUST BE PLATED TO ACCOMMODATE TRAFFIC LOADING, AS NECESSARY. 13. ROADWAY STRIPING SHALL MEET THE STANDARDS OF THE MANUAL OF UNIFORM TRAFFIC ROADWAY STRIPING SHALL MEET THE STANDARDS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CONTACT NUMBERS: 1. MONTANA UTILITY NOTIFICATION CENTER: 811 OR WWW.MONTANA811.ORG MONTANA UTILITY NOTIFICATION CENTER: 811 OR WWW.MONTANA811.ORG 2. NATIONAL PARK SERVICE DISPATCHER: DIAL 911.NATIONAL PARK SERVICE DISPATCHER: DIAL 911.

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ABBREVIATIONS

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D. GRAFF

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S. FLORIAN

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D. BELTZER

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GLACIER NATIONAL PARK

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@ AT AT CENTER LINE CENTER LINE Δ DELTA DELTA DIAMETER ' FEET FEET FLOW LINE FLOW LINE " INCHES INCHES - MINUS MINUS # NUMBER NUMBER % PERCENTAGE PERCENTAGE + PLUS PLUS PROPERTY LINE PROPERTY LINE P-LINE P-LINE A AIR AIR ABUT ABUTMENT ABUTMENT AC ASPHALT CEMENT CONCRETE ASPHALT CEMENT CONCRETE AL ALUMINUM ALUMINUM ASPH ASPHALT ASPHALT AT AERIAL TELEPHONE AERIAL TELEPHONE B&B BALL AND BURLAP BALL AND BURLAP BC BEGINNING OF CURVE BEGINNING OF CURVE BC BOTTOM OF CURB BOTTOM OF CURB BD BEDDING BEDDING BF BACKFILL BACKFILL BLDG BUILDING BUILDING BM BENCHMARK BENCHMARK BOL BEGINNING OF LINE BEGINNING OF LINE BOT BOTTOM BOTTOM BR BRICK BRICK BS BOTTOM OF SLOPE BOTTOM OF SLOPE BS BOTTOM OF STEP BOTTOM OF STEP BVC BEGINNING OF VERTICAL CURVE BEGINNING OF VERTICAL CURVE BW BOTTOM OF WALL BOTTOM OF WALL C CHORD LENGTH CHORD LENGTH CAL CALIPER CALIPER CF CUBIC FEET CUBIC FEET CI CAST IRON CAST IRON CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CLR CLEAR CLEAR CLR CLEARANCE CLEARANCE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO CLEANOUT CLEANOUT CO CONTRACTING OFFICER CONTRACTING OFFICER CONC CONCRETE CONCRETE CP CORNER POINT CORNER POINT CP CATCH POINT CATCH POINT CSP CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE CU COPPER COPPER CB CURBSTOP VALVE CURBSTOP VALVE CY CUBIC YARDS CUBIC YARDS DBH DIAMETER AT BREAST HEIGHT DIAMETER AT BREAST HEIGHT DC DEGREE OF CURVE DEGREE OF CURVE DET DETAIL DETAIL DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DR DRAIN DRAIN DS DOWNSTREAM DOWNSTREAM E EAST EAST EA EACH EACH EC END OF CURVE END OF CURVE EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION EOL END OF LINE END OF LINE EP EDGE OF PAVEMENT EDGE OF PAVEMENT ER EDGE OF ROAD EDGE OF ROAD ES EDGE OF SHOULDER EDGE OF SHOULDER EVC END OF VERTICAL CURVATURE END OF VERTICAL CURVATURE EW EACH WAY EACH WAY EX EXISTING EXISTING FDN FOUNDATION FOUNDATION FH FIRE HYDRANT FIRE HYDRANT FL FLOW LINE FLOW LINE FM FORCE MAIN FORCE MAIN FT FOOT, FEET FOOT, FEET G GAS GAS GA GAGE GAGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GEN GENERAL GENERAL GLL GRADING LIMIT LINE GRADING LIMIT LINE GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GS GALVANIZED STEEL GALVANIZED STEEL GSP GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE HH HANDHOLE HANDHOLE HP HIGH POINT HIGH POINT HP HINGE POINT HINGE POINT HORIZ HORIZONTAL HORIZONTAL IN INCH, INCHES INCH, INCHES ID INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT IE INVERT ELEVATION INVERT ELEVATION JT JOINT JOINT L LENGTH LENGTH LB POUND POUND LC LENGTH OF CURVE LENGTH OF CURVE LF LINEAR FEET LINEAR FEET LP LOW POINT LOW POINT LT LEFT LEFT M METER METER MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MJ MECHANICAL JOINT MECHANICAL JOINT MO MIDDLE ORDINATE MIDDLE ORDINATE MON MONUMENT MONUMENT N NORTH NORTH NIC NOT IN CONTRACT NOT IN CONTRACT NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NTE NOT TO EXCEED NOT TO EXCEED NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER PB POLYBUTYLENE (PIPE) POLYBUTYLENE (PIPE) PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PE POLYETHYLENE (PIPE) POLYETHYLENE (PIPE) PED PEDESTAL PEDESTAL PG PROFILE GRADE PROFILE GRADE PI POINT OF INTERSECTION POINT OF INTERSECTION POC POINT ON CURVE POINT ON CURVE POL POINT ON LINE POINT ON LINE POT POINT ON TANGENCY POINT ON TANGENCY PP POWER POLE POWER POLE PRC POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE (PIPE) POLYVINYL CHLORIDE (PIPE) PVCC POINT OF VERTICAL COMPOUND CURVATURE POINT OF VERTICAL COMPOUND CURVATURE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVRC POINT OF VERTICAL REVERSE CURVATURE POINT OF VERTICAL REVERSE CURVATURE R RADIUS (LENGTH) RADIUS (LENGTH) RC REINFORCED CONCRETE REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REQ'D REQUIRED REQUIRED RP RADIUS POINT RADIUS POINT ROW RIGHT OF WAY RIGHT OF WAY RT RIGHT RIGHT RW RECLAIMED WATER RECLAIMED WATER S SOUTH SOUTH SB SELECT BACKFILL SELECT BACKFILL SCH SCHEDULE SCHEDULE SHT SHEET SHEET SP SIGNAL POLE SIGNAL POLE SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL ST STORM SEWER STORM SEWER STA STATION STATION STD STANDARD STANDARD STL STEEL (PIPE) STEEL (PIPE) STM STEAM STEAM T TANGENT LENGTH TANGENT LENGTH TRANS TRANSFORMER TRANSFORMER TBD TO BE DETERMINED TO BE DETERMINED TC TOP OF CURB TOP OF CURB TS TOP OF SLOPE TOP OF SLOPE TS TOP OF STEP TOP OF STEP TS TRENCH SCAR TRENCH SCAR TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UE UNDERGROUND ELECTRICAL UNDERGROUND ELECTRICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UT UNDERGROUND TELEPHONE UNDERGROUND TELEPHONE US UPSTREAM UPSTREAM V VALVE VALVE VAR VARIES VARIES VC VERTICAL CURVE VERTICAL CURVE VERT VERTICAL VERTICAL VPC VERTICAL POINT OF CURVATURE VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VERTICAL POINT OF INTERSECTION PVT VERTICAL POINT OF TANGENCY VERTICAL POINT OF TANGENCY W WATER WATER W WEST WEST W/ WITH WITH WLL WORK LIMIT LINE WORK LIMIT LINE W/O WITHOUT WITHOUT

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D. GRAFF

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S. FLORIAN

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D. BELTZER

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GLACIER NATIONAL PARK

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MOBILIZATION

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DEMOBILIZATION

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BRIDGE INLET PROTECTION

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SUSPENSION SCAFFOLDING

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FALL PROTECTION

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TREE PROTECTION

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TREE REMOVAL

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CLEARING & GRUBBING

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GRADING AND TOPSOIL PREPARATION

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WATTLES

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GRAVEL BAG BERM

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FISH SCREEN

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BYPASS PIPE

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SEDIMENT MAT

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FILTER BAG

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DEWATERING PUMP WITH DIESEL GENERATOR

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TRAFFIC CONTROL

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MONTHS

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TEMP. PORTABLE SIGNAL

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TYPE 3 BARRICADE WITH ROAD CLOSED SIGN

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CLEAN BRIDGE DECK

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CLEAN PILE CAPS

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CLEAN ABUTMENT SEAT

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SEAL BRIDGE DECK

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CLEAN EXPANSION JOINTS

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MILL ASPHALT

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ASPHALT PAVING

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STRIPING

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DRILL WEEP HOLES

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REMOVE & REPLACE TIMBER PLANKS

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REMOVE & REPLACE TIMBER CURBS

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REPLACE BROKEN J-BOLTS

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REPAIR CONCRETE BACKWALL

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REPLACE BACKWALL TIMBER

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TIMBER PILE CAP

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ROUND HSS REPLACEMENT WINGWALL STEEL PILE

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REPLACE TIMBER WINGWALL PILE

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ROUND HSS REPLACEMENT ABUTMENT STEEL PILE

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REPLACE TIMBER ABUTMENT PILE

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INSTALL DEADMAN

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REMOVE UNSOUND CONCRETE

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REPAIR SPALLED CONCRETE

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PRESTRESSING CORROSION PROTECTION

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MARK, REMOVE, & REPLACE PARAPET STONEWORK

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MARK, REMOVE, & REPLACE SIDEWALK STONEWORK

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SHIM BEAMS

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REPAINT TIMBER RAILING

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PAINT TIMBER SIDEWALK

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REPAINT CURB

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REPAINT EXTERIOR FASCIA

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REPAINT STEEL GUARDRAIL

AutoCAD SHX Text 1,270

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REPAIR PAINT FAILURES

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WELD CLOSE THE SPLIT IN THE STEEL GUARDRAIL

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STACKED BOULDER REVETMENT

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GABION BASKETS

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CLASS 2 RIPRAP

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CLASS 5 RIPRAP

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CLASS 6 RIPRAP

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EXCAVATION FOR RIPRAP

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BACKFILL FOR RIPRAP

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UNCLASSIFIED EXCAVATION

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STRUCTURAL EXCAVATION BEHIND ABUTMENT

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MECHANICALLY REINFORCED BACKFILL

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GEOTEXTILE BACKFILL REINFORCEMENT

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UNDERDRAIN PIPE

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CONCRETE SLAB ON GRADE

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REMOVE & REPLACE EXISTING STREAMBED MATERIAL

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REMOVE REMNANTS OF TIMBER ABUTMENT & WINGWALLS

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WASHED DRAIN ROCK

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ROADWAY EXCAVATION

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ROAD BASE COURSE

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ROAD SURFACE COURSE

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SUBGRADE STABILIZATION GEOTEXTILE

AutoCAD SHX Text 2,700

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NON-WOVEN GEOTEXTILE FILTER FABRIC

AutoCAD SHX Text 9,820

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EXTEND DECK DRAINS

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NOTES: 1. QUANTITIES ARE PROVIDED FOR INFORMATION ONLY. QUANTITIES ARE PROVIDED FOR INFORMATION ONLY. 2. SUMMARY OF QUANTITIES TABLE ABOVE IS INCLUSIVE OF ALL BRIDGES WITHIN THE PROJECT. SUMMARY OF QUANTITIES TABLE ABOVE IS INCLUSIVE OF ALL BRIDGES WITHIN THE PROJECT. INDIVIDUAL QUANTITIES TABLES ARE PROVIDED FOR EACH BRIDGE.

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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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STAGING AREA (1 OF 4)

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NORTH FORK, FISH

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& APPISTOCKI

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D. GRAFF

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S. FLORIAN

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D. BELTZER

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GLACIER NATIONAL PARK

AutoCAD SHX Text 0C1

AutoCAD SHX Text 04/21

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GLAC 311336

AutoCAD SHX Text 173761

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100%%% PS&E - APRIL 5, 2021

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100%%% PS&E

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1430-006P NORTH FORK BRIDGE

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1430-007P FISH CREEK BRIDGE

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SCALE OF FEET

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AutoCAD SHX Text 1" = 200'

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SCALE

AutoCAD SHX Text A

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SCALE OF FEET

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AutoCAD SHX Text 1" = 300'

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SCALE

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1430-009P APPISTOKI CREEK BRIDGE

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SCALE

AutoCAD SHX Text B

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SCALE

AutoCAD SHX Text A

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SCALE

AutoCAD SHX Text A

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NORTH FORK FLATHEAD RIVER

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CAMAS ROAD

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NORTH FORK RD

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FISH CREEK

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FISH CREEK CAMPGROUND ROAD

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INSIDE NORTH FORK RD

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APPISTOKI CREEK

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TWO MEDICINE ROAD

AutoCAD SHX Text McDONALD LAKE

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NORTH FORK BRIDGE

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FISH CREEK BRIDGE

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APPISTOKI CREEK BRIDGE

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APPISTOKI CREEK BRIDGE STAGING AREA = 3,500 SF

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FISH CREEK BRIDGE STAGING AREA = 1,500 SF

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NORTH FORK BRIDGE STAGING AREA = 16,900 SF SEE NOTE 1

NOTES: 1. STAGING AREA MAY BE USED FOR THE WORK AT ALL BRIDGES ON THE STAGING AREA MAY BE USED FOR THE WORK AT ALL BRIDGES ON THE INSIDE NORTH FORK ROAD.

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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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STAGING AREA (2 OF 4)

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CAMAS, AKOKALA,

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LOGGING & BOWMAN

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D. GRAFF

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S. FLORIAN

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D. BELTZER

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GLACIER NATIONAL PARK

AutoCAD SHX Text 0C2

AutoCAD SHX Text 04/21

AutoCAD SHX Text

GLAC 311336

AutoCAD SHX Text 173761

AutoCAD SHX Text

100%%% PS&E - APRIL 5, 2021

AutoCAD SHX Text

100%%% PS&E

AutoCAD SHX Text

1430-020P LOGGING CREEK BRIDGE

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SCALE OF FEET

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AutoCAD SHX Text 1" = 200'

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1430-014P AKOKALA CREEK & 1430-022P BOWMAN CREEK

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1430-013P CAMAS CREEK BRIDGE

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CAMAS CREEK

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INSIDE NORTH FORK ROAD

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AKOKALA CREEK

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INSIDE NORTH FORK ROAD

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BOWMAN CREEK

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BOWMAN LAKE ROAD

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GLACIER DR

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NORTH FORK FLATHEAD RIVER

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INSIDE NORTH FORK ROAD

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LOGGING CREEK

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CAMAS CREEK BRIDGE

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CAMAS CREEK BRIDGE STAGING AREA = 1,000 SF

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STAGING AREA = 1,000 SF SEE NOTE 1

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STAGING AREA = 2,700 SF SEE NOTE 1

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LOGGING CREEK BRIDGE

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BOWMAN CREEK BRIDGE

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AKOKALA CREEK BRIDGE

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LOGGING LAKE TRAILHEAD

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INSIDE NORTH FORK ROAD STAGING AREA = 20,500 SF SEE NOTE 2

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LOGGING CREEK BRIDGE STAGING AREA = 11,000 SF

NOTES: 1. STAGING AREAS MAY BE USED FOR THE WORK AT BOWMAN CREEK STAGING AREAS MAY BE USED FOR THE WORK AT BOWMAN CREEK BRIDGE AND AKOKALA CREEK BRIDGE. 2. STAGING AREA MAY BE USED FOR THE WORK AT ALL BRIDGES ON THE STAGING AREA MAY BE USED FOR THE WORK AT ALL BRIDGES ON THE INSIDE NORTH FORK ROAD. 3. MATERIALS MAY BE STORED IN PORTIONS OF THE INSIDE NORTH FORK MATERIALS MAY BE STORED IN PORTIONS OF THE INSIDE NORTH FORK ROADWAYS COMPLETELY CLOSED TO TRAFFIC WITHIN 500 FT OF THE BRIDGE AS APPROVED BY THE CO.

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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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STAGING AREA (3 OF 4)

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QUARTZ, KINTLA,

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FORD & LEE

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D. GRAFF

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S. FLORIAN

AutoCAD SHX Text

D. BELTZER

AutoCAD SHX Text

GLACIER NATIONAL PARK

AutoCAD SHX Text 0C3

AutoCAD SHX Text 04/21

AutoCAD SHX Text

GLAC 311336

AutoCAD SHX Text 173761

AutoCAD SHX Text

100%%% PS&E - APRIL 5, 2021

AutoCAD SHX Text

100%%% PS&E

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1430-025P FORD CREEK BRIDGE

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SCALE OF FEET

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AutoCAD SHX Text 1" = 200'

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1430-032P LEE CREEK BRIDGE

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1430-021P QUARTZ CREEK BRIDGE

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1430-023P KINTLA CREEK BRIDGE

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QUARTZ CREEK

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INSIDE NORTH FORK ROAD

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KINTLA CREEK

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INSIDE NORTH FORK ROAD

AutoCAD SHX Text

FORD CREEK

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INSIDE NORTH FORK ROAD

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NORTH FORK FLATHEAD RIVER

AutoCAD SHX Text

LEE CREEK

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CHIEF MOUNTAIN HIGHWAY

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LEE CREEK BRIDGE

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FORD CREEK BRIDGE

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QUARTZ CREEK BRIDGE

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KINTLA CREEK BRIDGE

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LEE CREEK BRIDGE STAGING AREA = 9,100…

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File details come from the government source that posted it. Updated Mar 4, 2022.