HomeMy WebLinkAbout18- Memorandum of Agreement - Montana Department of Transportation (MDT) - Bozeman to Bridger Mountain Trail CITY/MDT LAND AND AIRSPACE
MEMORANDUM OF AGREEMENT
BOZEMAN TO BRIDGER MOUNTAIN TRAIL
MT 86(P-86) BOZEMAN, MONTANA
APRIL 2018
This Memorandum of Agreement (Agreement) is made and entered into by and between
the City of Bozeman ("the City"), PO Box 1230, Bozeman, MT 59771 and the Montana
Department of Transportation ("MDT"), PO Box 201001, Helena MT 59620-1001together
referred to as "the Parties."
The purpose of this Agreement is to provide the City with the necessary rights to construct
and maintain the Bozeman to Bridger Mountain Trail, which includes the trail, retaining
walls, handrails, an at-grade crossing, pedestrian bridge &pedestrian underpass east of the
City and within the MT 86 (P-86) right-of-way (the Project). This Agreement sets forth
terms necessary to provide the City the necessary encroachment permits to construct and
maintain the Project where the Project crosses MT 86 right of way. Any encroachment
permit granted to the City by this Agreement is explicitly subject and subordinate to the
rights and title of MDT and the State of Montana. MDT recognizes portions of the Project do
not cross MT 86 right of way and MDT recognizes MDT has no jurisdiction over such
portions of the Project.
The Project is situated with-in the SWl/4SW1/4, SE1/4SW1/4, SWl/4SE1/4, SE%SE%, NE1/4SE1/4 of
Section 32, and NWl/4SE1/4, SWIM E1/4, SE1/4NW1/4, SWIANE1/4, SE1/4NE1/4 Section 33, and
SW1/4NW1/4 of Section 34, Township 1 South, Range 6 East, P.M., M., Gallatin County,
Montana, as depicted on Attachment"B" and shown on the attached construction plans,
consisting of 5 sheets attached hereto and made a part hereof,with a distance of
approximately 2.16 miles long.
WHEREAS, MDT is responsible for planning, designing, constructing and maintaining State
Highways and roadway associated transportation facilities, including associated pull-offs,
parking areas, and rest areas for the use and benefit of the traveling public, in a safe and
efficient manner in accordance with Title 23 United States Code (U.S.C) and Title 60
Montana Code Annotated (MCA) and maintains and has jurisdiction for P-86; and
WHEREAS,the City is proposing to construct the Project, along MT 86/P-86 from Station
1506+31.66 to Station 1620+50; and
WHEREAS, This Agreement must be fully executed before the City may initiate
construction of the Project within MDT right-of-way; and
WHEREAS, portions of the City's project lie within MDT right-of-way under the jurisdiction
of MDT and portions of the City's Project lie outside of MDT's jurisdiction on right of way
held by the City.
Page 11
NOW, THEREFORE, the Parties set forth the fundamental duties and responsibilities
necessary for the encroachment of the Project into MDT right-of-way.
The parties agree MDT has authority over the portions of the Project lying within the right
of way for MT 86 solely because the Project lies within the MT 86 right of way. For portions
of the Project outside of MT 86 right of way, MDT shall have no authority or jurisdiction
over the Project.As such, the parties agree as follows only for portions of the Project lying
within the MT 86 right of way and the Parties agree this Agreement has no authority for
portions of the Project lying outside of MT 86 right of way.
ARTICLE 1. OBLIGATIONS OF THE CITY- DESIGN &CONSTRUCTION
1. The City shall coordinate any design and construction plans for the Project with MDT.
2. The City shall submit for MDT review and approval all construction plans including
special provisions,lighting, electrical plans, and any other specific studies required for
the Project.
3. The City shall be responsible for the design and construction of the Project and have
plans approved by MDT.
4. The City shall be responsible for obtaining any needed right-of-way for the Project.
S. The City agrees to meet Public Rights-of-Way Accessibility Guidelines (PROWAG) on
ADA compliant parts of the trail, traffic control, lighting, geometrics, and construction
standards as required by MDT.
6. The City agrees that no fixture, building, structure, or other permanent installation
other than those approved by MDT shall be constructed or placed within MDT right-of-
way without prior written approval from MDT.
7. The City agrees any change, expansion, increase, or revision to MDT approved design or
construction of the Project as such exists within MT 86 right of way must receive
written approval prior to construction or installation.
8. The City shall submit and receive approval from the MDT Bozeman Area Maintenance
Chief(406-556-4704) for a traffic control plan prior to working within MDT right-of-
way.
9. Before initiating any construction work within MDT right-of-way, the City shall
schedule a preconstruction meeting with the MDT Bozeman Area Maintenance Chief
(406-556-4704) to discuss construction related activities and coordination. The MDT
Bozeman Maintenance staff must be notified, and an approval received a minimum of
14 calendar days prior to commencing any construction or maintenance work within
MDT right-of-way.
Page 1 2
10.The City shall complete the necessary environmental processes for modification to the
state highways and roadways and demonstrate that all, if any, environmental issues
associated with the proposed project have been identified and mitigated. The City
agrees it will prepare and file any required environmental documents and apply for and
obtain any permits required by other governmental agencies at no expense to MDT
prior to construction taking place within MDT right-of-way.
11.The City agrees to be responsible for any and all damages to MDT's facilities caused by
the City, the City's staff or contractors, or resulting from the City's operations. The City
must repair or cause to be repaired any and all damages, at its sole expense, after
notification of damage by MDT and approval of repair work needed, method of repair,
and schedule of repair.
12.The City agrees it will obtain approvals from downstream landowners if the Project
impacts downstream properties and provide documentation of appropriate
coordination with affected landowners.
13.The City agrees it will fund any additional costs MDT may incur for MDT projects which
impact the amenities the city places in the MDT right-of-way. If any of the Project area
is required for highway purposes at any time, MDT will consult with The City on City
funding of any additional costs MDT may incur for MDT projects which impact the
amenities The City placed in MDT right-of-way.
ARTICLE II. OBLIGATIONS OF MDT -DESIGN & CONSTRUCTION
1. MDT agrees to review all plans, design, and data submitted by the City to ensure all
MDT safety and design standards are met, and if found acceptable, approve such plans
and designs. MDT agrees it will not unreasonably withhold such approval.
2. Once the plans and designs are found acceptable, MDT will issue the appropriate
encroachment permits following MDT's standard processes.
3. MDT agrees it will request necessary approval or concurrence from the Transportation
Commission throughout the course of the activities contemplated by this agreement.
4. MDT agrees it will assign sufficient MDT Butte District Staff to coordinate construction
oversight with on-site Federal Highway Administration personnel during the City's
construction of the Project.
S. MDT agrees it will review the City's Traffic Control Plan and if such Plan meets
established guidelines it will approve the Plan.
6. MDT agrees it will conduct final inspection of the Project within MDT right-of-way upon
completion and request any improvements or corrections necessary to comply with
MDT standards.
Page 13
ARTICLE III. OBLIGATIONS OF THE CITY- MAINTENANCE
1. The City agrees any maintenance for the Project once completed that requires lane
closure within MDT right-of-way must be reviewed and approved by MDT Bozeman
Area Maintenance staff prior to initiation of the maintenance. The City agrees any
maintenance for the Project once completed that requires equipment use within MDT
right-of-way, other than routine maintenance such as snow plowing, striping, repair of
signage, lighting, sweeping of the path,pothole and crack repair, etc., must be reviewed
and approved to MDT Bozeman Area Maintenance staff prior to initiation of the
maintenance.
2. The City shall eradicate or caused to be eradicated all noxious weeds within the Project
at their sole expense.
3. The City agrees to pay all energy costs associated with the at-grade crossing and
pedestrian underpass.
4. The City shall be responsible for the clean-up of any hazardous waste which occurred or
was deposited on the Project. The City shall not be responsible for any clean-up of
hazardous waste which may have occurred or was deposited prior to construction of
the Project.
5. The City shall keep a stock of replacement parts for the Project for use by the City and
MDT if the City is unable to maintain in a timely fashion.
6. The City, at the City's sole expense, agrees to maintain or caused to be maintained the
Pedestrian Bridge in satisfactory condition within MDT right-of-way to ensure it does
not negatively impact the safety and operation of MT 86. Any damage must be repaired
within 30 calendar days of MDT written notification or at a time determined by mutual
agreement. If the damage creates an unsafe situation,it must be repaired or addressed
immediately.
7. The City, at the City's sole expense,agrees to maintain or caused to be maintained the
trail,retaining walls and handrails in satisfactory condition,including,but not limited
to,snow removal,resurfacing,and maintaining ADA compliant areas within MDT right-
of-way to ensure it does not negatively impact the safety and operation of MT 86. Any
damage must be repaired within 30 calendar days of MDT written notification, or at a
time determined by mutual agreement.
8. The City, at the City's sole expense,agrees to maintain or caused to be maintained the
at-grade crossing including the solar powered Pedestrian-activated Flashing LEDs in
the Border of a Warning Sign in satisfactory condition to ensure it does not negatively
impact the safety and operation of MT 86. The City will repair any damage or failure to
function within 48 hours of MDT written notification.
Page 14
9. The City, at the City's sole expense, agrees to maintain or caused to be maintained the
Pedestrian Underpass,including the lighting, in satisfactory condition to ensure it does
not negatively impact the safety and operation of MT 86. Any damage to the Underpass
must be repaired within 30 days of MDT written notification. Any damage to the
lighting for the Underpass must be repaired within 48 hours of MDT written
notification.
ARTICLE IV. OBLIGATIONS OF MDT - MAINTENANCE
1. If the City is not able to complete the Maintenance requirements in Article III, MDT may
complete the required maintenance and seek compensation from the City. In doing so,
MDT must first provide notice to the City allowing a mutually agreed upon time to
complete any such maintenance. If MDT performs such maintenance under this section
it must provide detailed invoices of such costs to the City.
2. MDT may complete any maintenance required due to a public emergency and seek
compensation from the City for any costs incurred. In doing so, MDT must first provide
notice to the City allowing a mutually agreed upon time to complete any such
maintenance. If MDT performs maintenance under this section it must provide detailed
invoices of such costs to the City.
ARTICLE V. GENERAL TERMS AND CONDITIONS
1. Term-This Agreement shall continue until all Parties agree to supersede this
Agreement with another Agreement.
2. Rent- For this Agreement,the annual rental fee shall be waived.
3. Maintenance-The City is responsible for maintaining the Project to ensure it does not
negatively impact the safety and operation of P-86. If The City does not sufficiently
maintain the Project,MDT will address maintenance issues and bill the City for costs
incurred or notify the City of termination of this agreement as per Article V. 4.
4. Termination-This Agreement may be terminated by MDT if: 1.) the City has violated
or breached any term, condition, or article of this Agreement and the City has failed to
correct the same within the number of calendar days specified in Article II or 30 days,
whichever is less, of receiving notice in writing addressed to the City, at the address
shown above,from MDT of such violation or breach of any term, condition, or Article of
this Agreement or 2.) if a portion or portions of the Project are needed for
transportation purposes and The City fails to modify its trail,at-grade crossing,
pedestrian bridge and pedestrian underpass and improvements accordingly as required
by Article V, #13.
Page 15
5. Hold Harmless&Indemnification/Insurance-
Hold Harmless &Indemnification-The City shall protect, defend, indemnify, and hold
MDT,its elected and appointed officials, agents, and employees,while acting within
their duties as such,harmless from and against all claims,liabilities, demands, causes of
action, and judgements (include the cost of defense and reasonable attorney fees)
arising in favor of or asserted by the City's employees or third parties on account of
damage to property,bodily or personal injury, or death arising out of any services
performed, act or omission that in any way results from the acts or omissions of the
City, or their agents, or subcontractors,under this Agreement, except the negligence of
MDT under this Agreement. The City will require its contractors, agents or
subcontractors to maintain adequate insurance as per Article V, #6  of this
Agreement,and name the state as additional insured.
MDT shall protect, defend,indemnify,and hold the City,its elected and appointed
officials, agents, and employees,while acting within their duties as such,harmless from
and against all claims,liabilities, demands, causes of action, and judgements (include
the cost of defense and reasonable attorney fees) arising in favor of or asserted by the
MDT's employees or third parties on account of damage to property,bodily or personal
injury, or death arising out of any services performed,act or omission that in any way
results from the acts or omissions of the MDT, or their agents, or subcontractors,under
this Agreement,except the negligence of the City under this Agreement.
Insurance-The City is a member of the Montana Municipal Interlocal Authority's
(MMIA) Liability Program.The City will maintain for the duration of the Agreement at
its own cost and expense liability coverage against claims for injuries to persons or
damages to property which may arise from or in connection with any act or omission by
the City and its agents, employees, representative, assigns or subcontractors during
construction of the Project improvements. Except as may be excluded from coverage
under the applicable MMIA Memorandum of Liability Coverage,this coverage shall
cover such claims as may be caused by any intentional or negligent act or omission.
Coverage amounts shall be no less than$750,000 per claim and$1,500,000 per
occurrence.The City must provide MDT proof of its MMIA coverage before beginning
any activities under this Agreement.The City must notify the State immediately of any
change in liability coverage during the term of this Agreement.
Workers' Compensation Insurance- The City provides its employees workers
compensation coverage through the MMIA.The City must maintain workers'
compensation insurance and require its contractor and its contractor's subcontractors
to carry their own workers compensation coverage while performing work within MDT
right-of-way in accordance with §39-71-401/405, Montana Code annotated. Neither
the contractor nor its employees are employees of MDT. This insurance/exemption
must be valid for the entire Agreement period.
Page 16
6. Contractor/Subcontractor
a. Insurance - The City shall require the contractor to maintain adequate insurance
that meets the provisions of MDT and names the State as an additional insured.
The contractor shall maintain for the duration of the construction contract at its
cost and expense, insurance against claims for injuries to persons or damages to
property. This insurance shall cover such claims as may be caused by any
negligent act or omission of the contractor.
The insurance coverage shall be primary insurance with respect to MDT, its
employees, subcontractors and volunteers and shall apply separately to the
Subject Property and its locations. Any insurance or self-insurance maintained
by MDT, its officers, officials, employees or volunteers shall be excess of the
contractor's insurance and shall not contribute to it.
Insurance is to be placed with an insurer with a Best's rating of no less than A-.
All certificates and endorsements are to be received by MDT prior to
construction.
b. Commercial General Liability Insurance -The City's construction contract shall
require the contractor to carry liability insurance for the duration of the
construction in the following amounts:
• General Aggregate $5,000,000
• Each Occurrence $ 2,500,000
7. Public Safety- It is agreed, if any repairs to the Project must be done to prevent a public
hazard, the City will immediately protect the area from public access, contact MDT
Bozeman Area Maintenance, and take corrective action to repair the hazard.
8. Invoice and Indirect Cost- If MDT incurs any costs as a result of a public emergency or
as a result of the City not meeting the requirements in Article I or Article III which
necessitates action on MDT's part concerning the maintenance or repair of the City's
Project or any other costs incurred by MDT, MDT shall be entitled to be compensated
for such costs by the City and the City shall pay the same within thirty (30) days of its
receipt of such invoices.
Section 17-1-106, MCA, requires any state agency, including MDT,which receives non-
general funds to identify and recover its indirect costs (IDC). These costs are in addition
to direct project costs. MDT's IDC rate is determined annually as a percentage of the
project's direct costs to cover the project's share of MDT's IDC as defined by 2 CFR Part
200,Appendix VII. MDT's current IDC rate is 10.96% for fiscal year 2018 (July 1, 2017
to June 30, 2018). If the work occurs or extends into fiscal year 2018 or beyond the IDC
rate will be charged at the rate agreed to by MDT and the Federal Highway
Administration (FHWA).
Page 17
i. Invoice will be sent to:
City of Bozeman
Attn: Economic Development
P.O. Box 1230
Bozeman, MT 59715
ii. Payments shall be made to:
Montana Department of Transportation
Attention: Collections
2701 Prospect Avenue
PO Box 201001
Helena, MT 59620-1001
9. Choice of Law and Venue-This Agreement shall be governed by the laws of Montana.
The parties agree that any litigation concerning this Agreement must be brought in the
First Judicial District Court,in and for the County of Lewis and Clark,State of Montana,
and each party shall pay its own costs and attorney fees. In case of conflict between the
terms and conditions of this Agreement and the laws of the State of Montana,the laws
of the State of Montana shall control.
10.Binding Effect-The benefits and obligations set forth in this Agreement shall be binding
upon,and inure to the benefit of,their respective successors, administrators and
assigns of the Parties.
11.Relationship of Parties - Nothing contained in this Agreement shall be deemed or
construed (either by the parties hereto or by any third party) to create the relationship
of principal and agent or create any partnership joint venture or other association
between the Parties.
12.Non-Discrimination-The City will require that during the performance of any work
arising out of this Agreement the City,for itself,assignees, and successors shall comply
with all applicable non-discrimination regulation set forth in Attachment"A" attached
hereto and made part of this Agreement.
Additionally, MDT requires that construction of ADA compliant areas resulting from this
Agreement must include appropriate pedestrian facilities that meet or exceed current
MDT standards for accessibility as set forth by the United States Department of Justice
2010 ADA Standards for Accessibility Design, United States Access Board Proposed
Guidelines for Pedestrian Facilities in the Public Right-of-Way (2011 PROWAG), and
MDT's detailed drawings, 608 series.
13. Highway Modifications- It is agreed that if MDT modifies or improves P-86, upon
reasonable notice of no less than two (2) calendar years,the City will modify its
facilities accordingly at no expense to MDT unless otherwise agreed to between the City
and MDT.
Page 18
14.Representatives-
a. City's's Representative: The City's Representative for the purpose of this Agreement
shall be the Bozeman City Manager or designee or such other individual as City
shall designate in writing. Whenever approval or authorization from or
communication or submission to City is required by this Agreement, such
communication or submission shall be directed to the City's Representative and
approvals or authorizations shall be issued only by such Representative; provided,
however, that in exigent circumstances when City's Representative is not available,
MDT may direct its communication or submission to other designated City
personnel or agents.
b. MDT's Representative: The MDT Representative for the purpose of this Agreement
shall be Butte District Administrator or the Bozeman Area Maintenance Chief or
such other individual as MDT shall designate in writing. Whenever direction to or
communication with MDT is required by this Agreement, such direction or
communication shall be directed to MDT's Representative; provided,however,that
in exigent circumstances when MDT's Representative is not available, City may
direct its direction or communication or submission to other designated MDT
personnel or agents.
15.Audit- The City grants to the Legislative Auditor and the Legislative Fiscal Analysts
the right,without prior notice and during normal business hours,to audit, at their own
costs and expense, all records, reports,and other documents,the City maintains in
connection with this Agreement.
16.Utilities -This Agreement is subject to the right of any private or public utility now
lawfully occupying the right-of-way to continue to operate and maintain utility
facilities thereupon. Copies of existing utility permits may be obtained from the MDT
Butte Utility Agent.
17.Amendment and Modification-This Agreement may be modified or amended only by
written Addendum signed by both parties. In addition to the terms and conditions
contained herein,the provisions of any Addendum may be incorporated and made a
part hereof by this reference in the terms of the amendment so provided. In the event
of any conflict between the terms and conditions hereof and the provisions of any
Addendum,the provision of the Addendum shall control, unless the provisions thereof
are prohibited by law.
18. Counterpart Execution-This Agreement may be executed in two or more
counterparts, each of which shall be deemed an original but all of which together shall
constitute one and the same Agreement.The counterparts of this Agreement may be
executed and delivered by facsimile or other electronic signature by any of the parties
to any other party and the receiving party may rely on the receipt of such document so
Page 19
executed and delivered by facsimile or other electronic means as if the original had
been received.
19.Dispute Resolution -The Parties must first attempt to resolve any claim, controversy,
or dispute between the Parties,their agents, employees, or representatives by
negotiation between senior-level personnel from each party duly authorized to
execute settlement agreements. Should such efforts fail to resolve the dispute,then
such dispute may only be resolved in a court of competent jurisdiction in compliance
with the Applicable Law provisions of this Agreement.
Page 10
IN WITNESS WHEREOF,the Department's authorized representative has hereunto signed
on behalf of the State of Montana, and the City Manager of the City of Bozeman, on behalf of
the City,has signed and affixed hereto the seal of the City.
STATE OF MONTANA,DEPARTMENT OF TRANSPORTATION
By % Z9 2018
Dw ne E. Kailey, P.E., Chief Engineer
Approved for Legal Content"
Approved for Civil Rights
CITY OF BOZEMAN T
By 4 2018
Andrea Surratt
City Manager
Attest: $0Z
L� o�r • r • 41Ar
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Robin Crough
City Clerk •Approv d As orm: 9tL9 rIN co��10
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re livan
City Attorney
Page 11
Rev. 01/2018
MDT NONDISCRIMINATION
AND
DISABILITY ACCOMMODATION NOTICE
Montana Department of Transportation ("MDT") is committed to conducting all of its business in an
environment free from discrimination, harassment, and retaliation. In accordance with State and
Federal law MDT prohibits any and all discrimination and protections are all inclusive (hereafter
"protected classes") by its employees or anyone with whom MDT does business:
Federal protected classes State protected classes
Race, color, national origin, Race, color, national origin, parental/marital status,
sex, sexual orientation, gender identity, pregnancy, childbirth, or medical conditions
age, disability, & Limited English Proficiency related to pregnancy or childbirth, religion/
creed, social origin or condition, genetic
information, sex, sexual orientation, gender
identification or expression, national origin,
ancestry, age, disability mental or physical, political
or religious affiliations or ideas, military service or
veteran status
For the duration of this contract/agreement, the PARTY agrees as follows:
(1) Compliance with Regulations: The PARTY (hereinafter includes consultant) will comply with all
Acts and Regulations of the United States and the State of Montana relative to Non-
Discrimination in Federally and State-assisted programs of the U.S. Department of
Transportation and the State of Montana, as they may be amended from time to time, which are
herein incorporated by reference and made a part of this contract.
(2) Non-discrimination:
a. The PARTY, with regard to the work performed by it during the contract, will not
discriminate, directly or indirectly, on the grounds of any of the protected classes in the
selection and retention of subcontractors, including procurements of materials and
leases of equipment, employment, and all other activities being performed under this
contract/agreement.
b. PARTY will provide notice to its employees and the members of the public that it serves
that will include the following:
i. Statement that PARTY does not discriminate on the grounds of any protected
classes.
ii. Statement that PARTY will provide employees and members of the public that it
serves with reasonable accommodations for any known disability, upon request,
pursuant to the Americans with Disabilities Act as Amended (ADA).
iii. Contact information for PARTY's representative tasked with handling non-
discrimination complaints and providing reasonable accommodations under the
ADA.
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Rev.01/2018
iv. Information on how to request information in alternative accessible formats.
c. In accordance with Mont. Code Ann. § 49-3-207, PARTY will include a provision, in all of
its hiring/subcontracting notices, that all hiring/subcontracting will be on the basis of
merit and qualifications and that PARTY does not discriminate on the grounds of any
protected class.
(3) Participation by Disadvantaged Business Enterprises (DBEs):
a. If the PARTY receives federal financial assistance as part of this contract/agreement, the
PARTY will make all reasonable efforts to utilize DBE firms certified by MDT for its
subcontracting services. The list of all currently certified DBE firms is located on the
MDT website at mdt.mt.gov/business/contracting/civil/dbe.shtml
b. By signing this agreement the PARTY assures that:
The contractor, sub recipient or subcontractor shall not discriminate on the
basis of race, color, national origin, or sex in the performance of this contract.
The contractor shall carry out applicable requirements of 49 CFR part 26 in the
award and administration of DOT-assisted contracts. Failure by the contractor
to carry out these requirements is a material breach of this contract, which may
result in the termination of this contract or such other remedy as the recipient
deems appropriate.
c. PARTY must include the above assurance in each contract/agreement the PARTY
enters.
(4) Solicitation for Subcontracts, Including Procurement of Materials and Equipment: In all
solicitations, either by competitive bidding, or negotiation, made by the PARTY for work to be
performed under a subcontract, including procurements of materials, or leases of equipment,
each potential subcontractor or supplier will be notified by the PARTY of the PARTY's obligation
under this contract/agreement and all Acts and Regulations of the United States and the State of
Montana related to Non-Discrimination.
(5) Information and Reports: The PARTY will provide all information and reports required by the
Acts, Regulations, and directives issued pursuant thereto and will permit access to its books,
records, accounts, other sources of information and its facilities as may be determined by MDT
or relevant US DOT Administration to be pertinent to ascertain compliance with such Acts,
Regulations, and instructions. Where any information required of a contractor is in the exclusive
possession of another who fails or refuses to furnish the information, the PARTY will so certify to
MDT or relevant US DOT Administration, as appropriate, and will set forth what efforts it has
made to obtain the information.
(6) Sanctions for Noncompliance: In the event of a PARTY's noncompliance with the Non-
discrimination provisions of this contract/agreement, MDT will impose such sanctions as it or the
relevant US DOT Administration may determine to be appropriate, including, but not limited to:
a. Withholding payments to the PARTY under the contract/agreement until the PARTY
complies; and/or
b. Cancelling, terminating, or suspending the contract/agreement, in whole or in part.
Page 2 of 4
Rev. 01/2018
(7) Pertinent Non-Discrimination Authorities:
During the performance of this contract/agreement, the PARTY, for itself, its assignees, and
successor in interest, agrees to comply with the following non-discrimination statues and
authorities; including but not limited to:
Federal
- Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits
discrimination on the basis of race, color, national origin); and 49 CFR Part 21;
- The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42
U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been
acquired because of Federal or Federal-aid programs and projects);
- Federal-Aid Highway Act of 1973, (23 U.S.C. § 324 et seq.), (prohibits discrimination on the
basis of sex);
- Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits
discrimination on the basis of disability); and 49 CFR Part 27;
- The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits
discrimination on the basis of age);
- Airport and Airways Improvement Act of 1982, (49 U.S.C. § 471, Section 47123), as amended,
(prohibits discrimination based on race, creed, color, national origin, or sex);
- The Civil Rights Restoration Act of 1987, (PL 100-209), (broadened the scope, coverage, and
applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975, and
Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms
"programs or activities" to include all of the programs or activities of the Federal-aid recipients,
sub-recipients, and contractors, whether such programs or activities are Federally funded or
not);
- Titles II and III of the Americans with Disabilities Act, which prohibits discrimination on the basis
of disability in the operation of public entities, public and private transportation systems, places
of public accommodation, and certain testing entities (42 U.S.C. §§ 12131-12189) as
implemented by Department of Transportation regulations at 49 CFR parts 37 and 38;
- The Federal Aviation Administration's Non-Discrimination statute (49 U.S.C. § 47123) (prohibits
discrimination on the basis of race, color, national origin, and sex);
- Executive Order 12898, Federal Actions to Address Environmental Justice in Minority
Populations and Low-Income Populations, which prevents discrimination against minority
populations by discouraging programs, policies, and activities with disproportionately high and
adverse human health or environmental effects on minority and low-income populations;
Page 3 of 4
Rev. 01/2018
Executive Order 13166, Improving Access to Services for Persons with Limited English
Proficiency, and resulting agency guidance, national origin discrimination includes discrimination
because of Limited English Proficiency (LEP). To ensure compliance with Title VI, you must
take reasonable steps to ensure that LEP persons have meaningful access to your programs
(70 Fed. Reg. at 74087 to 74100);
Title IX of the Education Amendments of 1972, as amended, which prohibits you from
discriminating because of sex in education programs or activities (20 U.S.C. § 1681 et seq.).
- Executive Order 13672 prohibits discrimination in the civilian federal workforce on the basis of
gender identity and in hiring by federal contractors on the basis of both sexual orientation and
gender identity.
State
- Mont. Code Ann. § 49-3-205 Governmental services;
- Mont. Code Ann. § 49-3-206 Distribution of governmental funds;
- Mont. Code Ann. § 49-3-207 Nondiscrimination provision in all public contracts.
(8) Incorporation of Provisions: The PARTY will include the provisions of paragraph one through
seven in every subcontract, including procurements of materials and leases of equipment, unless
exempt by the Acts, the Regulations and/or directives issued pursuant thereto. The PARTY will
take action with respect to any subcontract or procurement as MDT or the relevant US DOT
Administration may direct as a means of enforcing such provisions including sanctions for
noncompliance. Provided, that if the PARTY becomes involved in, or is threatened with litigation
by a subcontractor, or supplier because of such direction, the PARTY may request MDT to enter
into any litigation to protect the interests of MDT. In addition, the PARTY may request the United
States to enter into the litigation to protect the interests of the United States.
Page 4 of 4
W-l -. ......................... --------------------------- --------------- ------------------------------------------------------------------ ----------- ---------------- -------------------,
STATE P0.0JECT SHEET
NUMBER
U. S. DEPARTMENT OF TRANSPORTATION INDEX TOMT DOT 8611 A.
SHEETS
COLUMSH �_ _ _ FEDERAL HIGHWAY ADMINISTRATION A. GENERAL
SHEET INFORMATION
COLUMBIA AIBERTA CANADA SASKATCHEWAN�.
n l UNITED STATES A.2 PLAN SYMBOLS AND ABBREVIATIONS
2 " 1
xt3rrd V „u cn a tit OF iRANfp A.3 VICINITY MAP
es a a1 w 2 D ,Jc'• 09 B. SUMMARIES
B.1-2 SUMMARY OF QUANTITIES
1 C.TYPICAL SECTIONS
1 JI281 nRc x2 w,v.°r�.xce 01n rM to o CA TABULATION OF TYPICAL SECTION QUANTITIES
s C.2-3 TYPICAL SECTIONS
„A� PJ�Q CA TYPICAL DETAILS
=12 �` -x., 12 I SJATES OF
O al n ' 12 w D. PLAN-
PROFILE
jl.M �" Ras 11p el D.1 TABULATION OF PLAN AND PROFILE QUANTITIES
PLANS FOR PROPOSED PROJECT D.2 SURVEY CONTROL
L• x]87 ` ao mwxx. 1
,'•, �wr„,r,1191 as'1I\ 2n ' s �` s1s N D.3-7 PLAN AND PROFILE
MT DOT 8 6(1) E^APPROACH ROADS AND PARKING AREAS
6n n i wroMiry E.1 TABULATION OF APPROACH ROAD AND PARKING
`♦ 2. n-",Pro' ct Location AREA QUANTITIES
MONTANA KEY MAP B OZ E M A N TO B RI D G E R MOUNTAINS TRAIL E.2 DRINKING HORSE PARKING LOT PLAN
E.3 PEDESTRIAN UNDERPASS
SS RAMP DETAIL
EA APPROACH ROAD DETAILS
F. EROSION CONTROL
GALLATI N COUNTY FA TABULATION OF EROSION CONTROL QUANTITIES
M O NTANA F.2-4 EROSION CONTROL PLAN
F.5-6 EROSION CONTROL DETAILS
TYPE OF CONSTRUCTION: G. BRIDGE
Pedestrian/bicycle path grading,drainage, G.1-15 BRIDGE CONSTRUCTION DETAILS
aggregate base,asphalt concrete pavement, - LENGTH 2.160 MILES H. DRAINAGE
bridge,retaining walls,and underpass. H.1-2 TABULATION OF DRAINAGE QUANTITIES
H.3-4 1612+92 PEDESTRIAN UNDERPASS DETAILS
DESIGN DESIGNATION: H.5 INLET DETAILS
H.6 ENERGY DISSIPATOR AND RIPRAP DITCH DETAILS
V 18 MPH H.7 1562+91 PEDESTRIAN BRIDGE RIPRAP LAYOUT
BEGIN PROJECT DETAIL
1506+35.24 H.8-1I STANDARD DRAWINGS
I. MISCELLANEOUS
LI TABULATION OF MISCELLANEOUS QUANTITIES
8 1R 11.2 FENCE,PEDESTRIAN RAIL DETAILS
Z SPECIFICATION: I.3-4 SYSTEM INSTALLATION,LIGHTING(CROSSWALK)
c,a
PLAN AND DETAILS
Standard Specifications for Construction - � 1.5-6 SYSTEM INSTALLATION,LIGHTING(UNDERPASS)
of Roads and Bridges on Federal Highway �r I PLAN AND DETAILS
Projects,FP-14 US Customary Units p, `GALLATIN I.7 PEDESTRIAN UNDERPASS FENCING DETAILS
"^ >✓ N.F. 1.8 DETECTABLE WARNING PANEL DETAILS
_ 1.9 REINFORCED SOIL SLOPE DETAILS
{ 1.10 FENCE,JACK LEG DETAILS
J.RETAINING WALLS
BOZ yAN I 1.1 TABULATION OF PRECAST CONCRETE BLOCK
RETAINING WALL QUANTITIES
3.2-3 RETAINING WALL DETAILS
/\ 1I1 3.4-8 RETAINING WALL PLAN AND PROFILES
I )` K.TEMPORARY TRAFFIC CONTROL PLAN
`/\ 86 \ I I K.1 TABULATION OF TEMPORARY TRAFFIC CONTROL
PLANS PREPARED FOR QUANTITIES
U.S.DEPARTMENT OF TRANSPORTATION 90 ._-_ I K.2 PEDESTRAAN UNDERPASS ROAD CLOSURE
FEDERAL HIGHWAY ADMINISTRATION DETAIL
WESTERN FEDERAL LANDS HIGHWAY DIVISION K.3 TEMPORARY TRAFFIC CONTROL ROAD CLOSURE
VANCOUVER,WASHINGTON END PROJECT DETAIL
1620+39.01 K.4.8 STANDARD DRAWINGS
PLANS PREPARED BY L. PERMANENT TRAFFIC CONTROL PLAN
_ LA TABULATION OF PERMANENT TRAFFIC CONTROL
u APPROVED., QUANTITIES
' L2-4 PERMANENT TRAFFIC CONTROL PLANS
SCALE IN MILES
LS MT 86 CROSSWALK DETAILS
1 0.5 0 1 2 DATE L.6 SYSTEM INSTALLATION,TRAFFIC SIGNAL
cnmrar E�awcalnp, (PEDESTRIAN)DETAILS
Waahm—r,l I.—.Hlpnwar olvla°n
5 PROJECT MANAGER L.7 PAVEMENT MARKING DETAILS
' K.LOFTSGAARDEN L.8 STANDARD DRAWING
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------=
------------------ --------------------------------------•-•---....-..-..-..-..---.-------------------------------------.._..--_--.--------................ ........................................... .........-----------------------------------------,
d total central angle M.L. main line STATE PROJECT NUMBER
ET
do curve central angle M.P. mile post National Boundary ------------------- North Arrow Z MT DOT E6(1) A.z
0 diameter marl. material
Bs spiral central angle max. maximum State Boundary ------------------- '
MGAL thousand gallon EXISTING PROPOSED
abut. abutment County Boundary ----------------- --.---- _________________
ADT average daily traffic min. minimum tY ry Slope Stake Limits Top of Cut-
AH ahead mon. monument City Boundary _
----------- Toe of pill ---
appr. approach N north Transition -----
BK back NC normal crown Township or Range Line Fence X_X—X icic i.
BM bench mark o.C. on center Section Line -- --—
BP balance point 0.to 0. out to out 36 31 36 31 Gate with Fence --X•-•' XE�E -�EX-X-3(
br. bridge OD outside diameter Section Comer(Found,Projected) .� agno
br. bearing OG original ground l• ' I u 6
cc or c.to c. center to center PC point of curve Y4 Section Line Cattleguard
E centerline PCC point of compound curve 1s is Guardrail
Ur. clear PCS Dint of curve to s Iral Section Corner(Found,Projected) C.O. ❑- -� �-
CMP corrugated meta!pipe PI point of Intersection %6 Section Line - —22 —22 - Concrete Barrier C C=L =3
coh column Ph plate
cone. concrete POC point on curve O"° OH° wall facYr
coon. connection POS point on spiral � rn 6 Section Comer(Found,Protected) sea sec Retaining Wall -�--
constr.Jt. construction joint POT point on tangent Property Line w/Found Property Comer -v--" �Y
cocont. continuous PS point of tangent to spiral P�� Signs(single,double post;portable) QCr ov T
CS point of curve to spiral PSC point of spiral to curve Parcel Number a00
Ctrs. centers PST point of spiral to tangent Delineators c£-
CUFT cubic foot(feet) PT point of tangent National Park Boundary
culy. culvert pvmt. pavement Pipe Culvert(arrow shows flow) ----M
CUYD cubic yard(s) R radius National Forest Boundary
D diameter R. range Pipe Culvert with End Section -----�- -�-
National Wildlife Refuge Boundary //// NWR //// NWR
DHV design hourly volume R/W right-of-way
dfa. diameter rdwy. roadway BLM Lands Boundary >00000000000000000000000< Pipe Culvert with Headwall -------M � -^-
diag. diagonal reinf. reinforcement
diaph. diaphragm reqd. required Indian Reservation Boundary
dist. distance rt.or RT right Pipe Culvert with Drop Inlet
drwg(s). draw(ng(s) rte. route Existing Roadway(Road,Paved,Gravel)
Box Culvert
E east S south
e superelevation rate SADT seasonal average daily traffic Railroad y Underdraln i UO H
El.94.16 it elevation with number SC point of spiral to curve
.9 elev. elevation sec. section -
emb, embankment shldr. .shoulder Tre/l --_ __. _. Overhead/Above Ground Utilities — — —P- P -
EP edge of pavement SLRY slurry unit
EQ or eq. equation spa. spacing,spaces or spaced Fiber Roll or Wattle - Underground Utilities —I W F- W F--
ER edge of road SQFT square foot FM-force main, FO-fiber optic, G=gas, IRR-Irrigation, 0-011,
g EW edge of water SQYD square yard Silt Fence P-power, SA-sanitary sewer, SO storm drain, SS-storm sewer,
exc. excavation SRS point of spiral to reverse spiral STEAM=steam, T=telephone, TV-CAN, W-water
exp.ft. expansion joint SS point of spiral to spiral(no curve) Intermittent Drainage or Small Creek -�-•� �--� �-�-
17n. finish ST point of spiral to tangent g - Pales(Power,Telephone,Joint Use, -o- -o-11g. flange -�-
g STA,Sta, station
std. standard �-••. Light;Support w/Anchor)
Large Creek or River
ft2 square foot �-••.
stgr. stringer T T
ft3 cubic foot(feet) stiff. stiffener Miscellaneous Utility Features ❑ ■
ftg. footing strut. structural Lake,Pond or Reservoir,Marshland -•�- EM=electric meter, T=telephone pedestal, TV-CAN pedestal,
ga. gage(gauge) STS point of spiral to tangent spiral C� UP.transformer or Junction box,WF=water fountain
galy. galvanized sym. symmetrical
Spring or Seep Building q
hdwl. headwall T tangent distance •--- i
hex. hexagon T. township RAW
�W rW,
S HW high water IBM temporary bench mark Treellne;Individual Trees �-r~""`titi � � Right-of-Way Line with Monument —o R — - •
$ thd. thread
ID Inside diameter TS point of tangent to spiral Permanent Easement PEE— PIE
N it. joint Ts tangent distance(spiraled curve) BH TP
typical Material Source;Bore Hole;Test Pit 0 0 CIE
L length of curve tyP \ Construction Easement -no symbol-
3 V design speed EL.1234.56
lam. lamination Spot Elevation;Coordinate Grid T/ck lot. latitude vph vehicles per hour " Riprop
LNFT linear foot(feet)
VPI vertical point of intersection
long. longitudinal W west Above Ground Tank;Underground Tank
LPSM lump sum Boulder;Well;Satellite Dish;Grave O OW
Ls length of spiral yd2 square yard ® Q
It.or LT left yd3 cubic yard(s) U.S.DEPARTMENT OF TRANSPORTATION
LW low water Cooking Grate;Garbage Can;Picnic Table a FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
NOTE: Flagpole,Fire Hydrant G w id �( U.S.CUSTOMARY DETAIL
G W
1. Other symbols used in the plans will be shown in a legend Gas&Water Meter;Gas&Water Valve Q PLAN SYMBOLS
on the appropriate plan sheet. cP GPS H AND ABBREVIATIONS
Control Point(Terrestrial and GPS);Jump Hub � � p
D LAPPRD DF Ruse 1ume1 DETAIL
o NO SCALE RalseD:s1-S Imv 1e1-91o1,01A W101-1
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------'_-_-_-_-_-----.:
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STATE PROJECT SHEET
NUMBER
ML DOT 86(I A.3
q W W
b \ \
�—N_
It `r GALLATIIV
BEGIN PROJECT NATIONAL FOREST
MT DOT 86 1
BOZEMAN TO BRI Ef�
MOUNTAINS TRAI \ \ o
"M"Trallhead Parking Area
90 �•.•�� I —— —— /I• Pedestrian Underpass
` rldger Creek I C 86
Fish Tech e�� Bryd9er Can n
Center
Rd
yo
Bridger Creek Bridge
Q _ I Syr
g Baxter Ln T.1 S
< Griffin Dr ———— T.2 s
/ I -
I END PROJECT
Q l t BOZEMAN d BRIDGER
> — MOUNTAINS TRAIL
2 Q 86
BOZEMAN
2 oak St
I I
SCALE IN MILES
Main St
0.5 0 0.5 1
i
I x Gallatin River
VICINITY MAP
W College St
f
.......................................................................................................................................................................................................................................................................................
STATE J PROJECT SMEET
NUMBER
SUMMARY OF QUANTITIES IT DOT 86(1) B.1
A Sheet and Description Estimated
M Line Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Quantities Remarks and/or
E Item Pay Item
Number Pay Item Description Unit Determination of N No. Typical Plan le Approach Erosion Retaining Temporary Permanent Bid Estimated Quantity
D Section Profile Roads Control Bridge Drainage Miscellaneous Walls Traffic Traffic ALLOWANCE Schedule
Control Control
A0020 15101-0000 MOBILIZATION LPSM ALL
A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL
A0080 15401-0000 CONTRACTOR TESTING LPSM ALL
A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL
A0120 15705-0100 SOIL EROSION CONTROL,SILT FENCE LNFT 420 30 450
A0140 15705-1400 SOIL EROSION CONTROL,FIBER ROLL LN FT 600 600
A0160 15802-0000 WATERING FOR DUST CONTROL LPSM ALL
A0180 20101-0000 CLEARING AND GRUBBING ACRE 7.7 7.7 lContract Quantity
A0200 20303-3200 REMOVAL OF SIDEWALK,CONCRETE SQYD 42 42
A0220 20401-0000 ROADWAY EXCAVATION CUYD 21,729 21,729 Contract Quantity
A0240 20402-0000 SUBEXCAVATION CUYD 604 21 625
A0260 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE,CLASS 1,TYPE
A(NONWOVEN) SQYD 5,103 147 5,250
A0280 20801-0000 STRUCTURE EXCAVATION CUYD 170 170 Contract Quantity
A0300 20802-0000 FOUNDATION FILL CUYD 12 12
A0320 20810-0000 SHORING AND BRACING LPSM ALL ALL lContract Quantity
A0340 25101-0200 PLACED RIPRAP,METHOD A,CLASS 2(ENERGY DISSIPATOR) CUYD 18 2 20
A0360 25101-0400 PLACED RIPRAP,METHOD A,CLASS 4 CUYD 345 5 350
y A0380 25120-0100 RIPRAP DITCH,METHOD A,CLASS 1 LN FT 3,093 32 3,125
E A0400 25403-0000 PRECAST CONCRETE BLOCK RETAINING WALL SQFT 6,752 648 7,400
A0420 26101-0000 REINFORCED SOIL SLOPE(TYPE 1) SQFT 2,856 144 3,000
A0440 26101-0000 REINFORCED SOIL SLOPE(TYPE 2) SQFT 7,921 329 8,250
E
d A0460 30202-2000 ROADWAY AGGREGATE,METHOD 2 TON 8,900 149 151 9,200
A0480 40301-0200 ASPHALT CONCRETE PAVEMENT,TYPE 2 TON 1,550 111 39 1,700
A0500 41201-0000 TACK COAT TON 1 d50
A0520 41401-2000 CRACKS,CLEANING AND SEALING LNFT 100
E
A0540 55201-0200 STRUCTURAL CONCRETE,CLASS A(AE) CUYD 58 Contract Quantity
A0560 55302-3700 PRECAST,PRESTRESSED CONCRETE DECKED BULB TEE GIRDER LNFT 189 Contract Quantity
A0580 55401-2000 REINFORCING STEEL,EPDXY COATED LB 6,950 Contract Quantity
A0600 55601-0900 BRIDGE RAILING,STEEL LNFT 226 420 4 Contract Quantity
A0620 55901-0000 MEMBRANE WATERPROOFING SQYD 436 436 Contract Quantity
r A0640 56401-1000 BEARING DEVICE,ELASTOMERIC EACH 4 4 Contract Quantity
a A0660 60201-0400 12-INCH PIPE CULVERT LNFT 18 2 20
A0680 60201-0600 18-INCH PIPE CULVERT LNFT 602 8 610
A0700 60201-0800 24-INCH PIPE CULVERT LNFT 80 4 84
A0720 60201-0900 30-INCH PIPE CULVERT LNFT 268 12 280
A0740 60201-1000 36-INCH PIPE CULVERT LNFT 54 2 56
�a A0760 60220-4150 12 FEET SPAN,10 FEET RISE PRECAST REINFORCED
CONCRETE BOX CULVERT LNFf 108 108
STATE PROJECT SHEET
NUMBER
SUMMARY OF QUANTITIES MT DOT86(1) B�
A Sheet and Description Estimated
M Line Section C Section D Section E Section F Section G Section H Section I Section J Section K Section L Quantities Remarks and/or
Pay Item
E Item Pay Item Description Unit Determination of
Number Temporary Permanent
N No. Typical Plan le Approach Erosion Retaining Bid Estimated Quantity
Bridge Drainage Miscellaneous Traffic Traffic ALLOWANCE
D Section Profile Roads Control Walls Schedule
Control Control
A0780 60403-0000 INLET EACH 3 3
A0800 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 108 1 d60
A0820 61509-0000 DETECTABLE WARNING PANELS SQYD 5
A0840 61901-0000 FENCE(PEDESTRIAN RAIL) LNFT 981
A0860 61901-0000 FENCE(JACK LEG) LNFT 879 21
A0880 61921-1000 REMOVE AND RESET FENCE LN FT 353 7 A0900 62201-0250 DUMP TRUCK,10 CUBIC YARD MINIMUM CAPACITY HOUR
A0920 62201-0550 BACKHOE LOADER,6 CUBIC FOOT MINIMUM RATED CAPACITY
BUCKET,24-INCH WIDTH HOUR 40
A0940 62201-2850 MOTOR GRADER,12 FOOT MINIMUM BLADE HOUR 40
A0960 62301-0000 GENERAL LABOR HOUR 40
A0980 62406-0300 PLACING CONSERVED TOPSOIL,4-INCH DEPTH ACRE 3.2 3.2
A1000 62503-0000 TURF ESTABLISHMENT(TYPE 1,HYDRAULIC METHOD) SLRY 5 5
A1020 62503-0000 TURF ESTABLISHMENT(TYPE 2,HYDRAULIC METHOD) SLRY 21 21
A1040 63302-0000 SIGN SYSTEM SQFT 118 118
A1060 63403-0400 PAVEMENT MARKINGS,TYPE D(WHITE) SQFT 184 184
t A1080 63403-0800 PAVEMENT MARKINGS,TYPE H(WHITE) SQFT 688 688
A1100 63502-0600 TEMPORARY TRAFFIC CONTROL,BARRICADE TYPE 3 EACH 6 6
A1120 63502-1000 TEMPORARY TRAFFIC CONTROL,CONE,TYPE 36-INCH EACH 50 50
y A1140 63502-1300 TEMPORARY TRAFFIC CONTROL,DRUM EACH 50 50
E A1160 63503-0400 TEMPORARY TRAFFIC CONTROL,CONCRETE BARRIER LNFT 200 200
A1180 63504-1000 TEMPORARY TRAFFIC CONTROL,CONSTRUCTION SIGN SQFT 296 296
A1200 63509-1000 TEMPORARY TRAFFIC CONTROL,FLAGGER FXHR 3,000 3,000
E
A1220 63601-1000 SYSTEM INSTALLATION,TRAFFIC SIGNAL(PEDESTRIAN) LPSM ALL ALL
E A1240 63601-2000 SYSTEM INSTALLATION,LIGHTING(CROSSWALK) LPSM ALL ALL
A1260 63601-2000 SYSTEM INSTALLATION,LIGHTING(UNDERPASS) LPSM ALL ALL
E
2
5
STATE PRO]ECr SHEET
NUM ER
MT OOT 86(1) CA
TYPICAL SECTION QUANTITIES
Item Number Description - Typical Typical Total Unit Remarks
No.1 No.2
30202-2000 Roadway aggregate,method 2 1 6 026 6 026 TON Based on 1.97 TON CUYD
40301-0200 Asphalt concrete pavement, e 2 1 410 140 1 550 TON Based on 1.94 TON CUYD
41201-0000 Tack coat 1 1 I TON jBased on 0.10 GA S YD and 240 GA TON
41401-2000 Cracks cleaning and sealing 100 100 1 LN FT
SUBEXCAVATION QUANTITIES t�1
Item 20402-0000 Item 30202-2000 Item 20701-0100
Station to Station Subexcavation
Roadway aggregate, Separation-stabilization
(CUYD) method 2 t'1 geotextile,class 1,type A
TON nonwoven S YD
1509+50 to 1511+00 58 264 367
1512+50 to 1513+71 68 199 282
1513+98 to 1516+50 107 396 1,185
1519+50 to 1528+60 226 1 375 2,247
1528+85 to 1533+00 145 640 1,022
Total 604 2,874 5,103
FOOTNOTE:
F
Locations will be determined by CO.
P
1�J See sheet C.4 for details.
s1�1 Based on 1.97 TON/CUYD.
8
TABULATION OF TYPICAL
SECTION QUANTITIES
5
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------..
STATE VROJER 5NEET
NUMBER
Mr DOi 96 1 C.2
Variable _ Variable
0'to 2'shldr. Varlable Variable O'to 2'shidr. establishment lsl
4'to 5' 4'to 5' Nfi ed to soil 5'
¢nt soil pathw y pse athway Placin 4°n se ept
tapllsnM r,¢ ° Profile v E
Urf es n eP grade tt1
T Pl In .n� 1:3 1.5"k slo L
5,151 13 Jai Stake lnal ground
�9
ayl¢ '3 0.5'ty,M1
uE
Asphalt concrete pavement,type 2,2-Inch compacted depth
.� Slope stake Roadway aggregate,method 2,6-inch compacted depth
Original ground
N
TYPICAL SECTION NO. 1 s
BOZEMAN TO BRIDGER MOUNTAINS TRAIL "w
1506+35.24 to 1545+39.27
E 1556+50 to 1620+39.01 s' s=s' E s' 5. ¢l'l
o Jatlayl
79
111Z
lil O T/,(RYJJ Original ground
Jariable Slope -0.25 D round slope stake- L 0.25 D
stake
CUT SLOPE FILL SLOPE
g ROUNDING DETAIL ROUNDING DETAIL
5'f31
MultiMulti-use pathway
pathway pathway
Original ground NOTE:
1;3 Slo e t 1 1.See sheet C.1 for quantities.
\\` r
FOOTNOTE:
Existing asphalt Original ground
surfacing 111 Construct slopes as shown In the Staking Report.
Cracks,cleaning and sealing Asphalt concrete pavement,type 2,2-inch compacted depth
f2l Match existing cross slope or superelevation.
Tack coat
TYPICAL SECTION NO.2 t3J Adjust to match existing pavement width as approved.
BOZEMAN TO BRIDGER w Construct ditches as shown In the Staking Report.
MOUNTAINS TRAIL
1545+39.27 to 1556+50 151 Five feet or to right-of-way line,whichever is less.
tsJ For cut heights less than'a,reduce"B"to the cut height
dimension and reduce the front slope rounding distance
proportionally.
0
TYPICAL SECTIONS
NO SCALE
............................--------------------------------------------------------------------------'--------------------------------------------------------------------------------------------------------------------------------.._
-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STATE PftOJECr ET
NUMBSNEE0.
MT DOT 961) C.3
2
Y
14'max.1J1 14'max.O1 Existing guardrail(31
5 Travel lane Travel lane
Existing centerline
Cross Slope!zl Cross slope 121 y
iz] rob Original ground
Ld ——
1e
Ja1�ab
E Tack coat(between lifts) —
Asphalt concrete pavement,type 2,5-Inch compacted depth,
placed I two equal lifts
Roadway a aggregate,method 2,8-Inch compacted depth
Original ground
TYPICAL SECTION NO.3 Subbase grading A,20-inch compacted depth
MT 86 AT PEDESTRIAN UNDERPASS f4l[51
g
FOOTNOTE:
iJ1 Adjust to match existing roadway width up to maximum
shown as approved.
121 Survey MT 86 within the limits of anticipated disturbance
for the Installation of the 1612+92 pedestrian underpass prior
to commencing work on the underpass. Reestablish roadway
fill slopes,foreslopes,and crown according to Subsection 152.05A
v after underpass Installation is complete.
w � 131 Remove and reset existing guardrail.
v e
i4l All work and materials to reconstruct MT 86 as shown
are Incidental to item 60220-4150.
0 oy o
Existing v u 151 Construct typical section In all areas where the existing
a a Sawcut and tack a Asphalt concrete pavement type 2,
See typical 5' W sidewalk See t j typical°j vertical Joint See typical W asphalt surfacing on MT 86 Is removed for pedestrian
sectio section section 4-Inch compacted depth 161 underpass construction.
161 See sheet E.1 for locations and quantities.
Existing Existing
Remove 5'of existing asphalt asphalt approach
surfacing for transition surfacing surfacing
CONNECTION DETAIL CONNECTION DETAIL CONNECTION DETAIL TYPICAL SECTIONS
EXISTING SIDEWALK PAVED STREET OR APPROACH AGGREGATE APPROACH
NO SCALE
.......................................................................................................................................................................................................................................................................................
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STATE PROJECT Z'M"E'R
MT DOT B6 1 CA
Surfacing structure lnv Proposed ditch
Profile grade
Original ground
7,04 "o
Original
.
ginal ground Roadway aggregate,method 2,
12-inch compacted depth
SeP aration-stablilzation geotext1le,
class 1,type A(nonwoven)
SUBEXCA VA TION DETAIL
Edge ofshoulder
2'
Normal edge
ofpavement Normal edge
ofpathway
ma
inline
ainline
2. ,.h:, a
Original ground surfacing section
Pedestrian
underpass
Pedestrian
2 underpass
Edge ofshoulder ELEVATION
FOOTNOTE:
PLAN See sheet C.1 for locations and quantities.
PATHWAYAT PEDESTRIAN UNDERPASS DETAIL
TYPICAL DETAILS
NO SCALE
---------------- .......... ------—------ ------------------ ----------------------—.................................... ........ -------------------------- ......... ----------------------
STATE PRO1ECr SHEET
NUMBER
MT DOT 86(1) D.1
ROADWAY QUANTITIES
Item 20101-0000 Item 20401-0000 Embankment Conserved topsoil Item 62406-0300 Item 62503-0000 Item 62503-0000
Station to Station
Clearing and Roadway (CUYD) (CUYD)t21 Placing conserved Turf establishment Turf establishment
mgrubbing excavation FOR INFORMATION FOR INFORMATION topsoil,4-inch (type 1,hydraulic (type 2,hydraulic
(ACRE) (CUYD)nl ONLY ONLY depth(ACRE) method) method)
SLRY SLRY
1506+35.24 to 1515+00 0.5 693 909 498 0.2 2
1515+00 to 1533+75 1.1 1,196 1,068 1,019 0.4 3
1533+75 to 1545+39.271 0.7 1 404 1,527 1 328 1 0.2 1 2
1556+50 to 1562+43.61 0.5 321 1,636 245 0.2 2
1563+38.61 to 1575+00 0.9 464 2,982 441 0.4 3
1575+00 to 1605+00 2.5 8,520 8,550 1,293 1.0 9
1605+00 to 1620+39.01 1.5 10,131 497 787 0.8 5
Total 7.7 22,729 17 169 4,611 3.2 5 21
6
REINFORCED SOIL SLOPE (RSS) QUANTITIES[41 ITEM 25120-0100
Item 26101-0000 Item 26101-0000 Backfill material Geogrid,stabilization RIPRAP DITCH, METHOD A,
Station to Station Side Reinforced soil slope,Reinforced soil slope, (CUYD) (SQYD) CLASS 1 t�7
type 1 type 2 FORINFORMATION FORINFORMATION
o S FT S FT ONLY ONLLY Quantity
z0 1573+75 to 1576+00 RT 1 512 396 900 Station to Station Side LNFT
� 1576+50 to 1577+00 RT 336 88 200 1560+50 to 1560+75 LT 21
1577+00 to 1577+75 RT 808 149 305 1562+25 to 1562+44 LT 19
1577+75 to 1579+25 RT 1,008 264 600 1579+66 to 1580+50 LT 78
1579+25 to 1583+00 RT 7 113 1,11 2 528 1583+50 to 1585+00 LT 150
Total 2 856 7 921 2 307 4 533 1587+00 to 1588+45 LT 145
1589+25 to 1589+80 LT 56
1590+25 to 1590+75 LT 52
1592+53 to 1597+75 LT 524
1598+50 to 1600+45 LT 198
FENCE QUANTITIES 1601+48 to 1602+75 RT 121
1601+55 to 1602+00 LT 48
Item 61901-0000 Item 61921-1000 1603+50 to 1605+25 RT 177
Fence, Remove and 1604+00 to 1607+25 LT 326
Station to Station Side jack leg ts7 reset fence Remarks 1608+25 to 1610+60 LT 237
LNFT) (LNFT) 1611+00 to 1612+25 LT 125
1574+75 to 1578+25 LT 353 Reset on existing R W line 1611+25 to 1612+70 RT 141
1601+91 to 1610+84 LT 879 Install on new R W line 1613+00 to 1616+75 1 LT 375
Total 879 353 1613+25 to 1616+25 1 RT 300
Total 3,093
FOOTNOTE:
"I Unadjusted quantity, Includes conserved topsoil.
'21 Based on conserved topsoil depth of 8 Inches from
1506+35.24 to 1533+75,and 4 inches from 1533+75
to 1620+39.01.
g I31 See sheet H.6 for details.
I'1 See sheet 7.9 for details.
Is1 See sheet L10 for details.
8�
8
TABULATION OF PLAN AND
PROFILE QUANTITIES
5
N
STATE P0.0JECt SHEET
NUMBER
PROJECT:Bozeman to Bridger Mountains Trail PROJECT UNITS:INTERNATIONAL FOOT Mr oor 6
6(1) o.z
DATE OF FIELD WORK:October 2014 COORDINATE SYSTEM:MONTANA STATE PLANE COORDINATES(2500)NAD83
DATE OF FINAL ADJUSTMENT:November 2014 (2011)
EPOCH DATE:2010.000
GPK FILE DATED NOVEMBER 2014 VERTICAL DATUM.,NAVD88 based on Geold 12A
m
i STATE PLANE COORDINATES GEO COORDINATES
POZNT NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID I COMBINED DESCRZPTION NOTE:
NUMBER HEIGHT I FACTOR
4805m 533423.775 1560050.167 4733,760 45°42'09.42895" -111°01'15.51736" 4697.726 0.999427005 2"MDTAC 1. To precisely check distances between points as measured
g -_.. __.- on the ground,Inverse the state plane coordinates and
14101 533494.995 1580739.244 4739,224 45°42'10.26420" _111°01'05.82624" 4703.208 0.999426652 2.5"FHWA AC divide the computed distance by a mean combined factor
o . . ._ __ .-_..... -
14102 533396.241 1581387.329 4746.512 45°42'09.41305" -111°00'56.66636" 4710.517 0.999426397 2.5"FHWA AC of the two points.
14103 533369.703 1582064.633 4756.027 45°42'09.28034" -111°00'47.11446" 4720.052 0.999425957 2.5"FHWA AC
14104 533348.050 1582691.281 4763.325 45"42'09.18598" -111°00'38.27776" 4727.369 0.999425618 2.5"FHWA AC
14105 533340.728 1583267.859 4770.357 45°42'09.22341" -111°00'30.15054" 4734.419 0.999425278 2.5"FHWA AC
14106 533336.868 1583986.271 4779.947 45°42'09.32180" -111°00'20.02551" 4744.034 0.999424809 2.5"FHWA AC
14107 534560.459 1585683.202 4801.808 45-4221.72506" 110°5956.44206" 4765.930 0.999422414 2.5"FHWA AC
E 14I08 534883.029 1586208.555 4808.981 45°42'25.00938" -110°5949.12511" 4773.115 0.999421714 2.5"FHWA AC
14109 535206.063 1586762.991 4831.591 45°42'28.30363" -11015941.39816" 4795.740 0.999420277 2.5"FHWA AC
14110 535253.729 1588298.977 4891.606 45°4229.06319" -110°59'19.76338" 4855.807 0.999417332 2.5"FHWA AC
14111 535141.619 1589543.348 4916.931 45°4228.18940" -110°59'02.19570" 4881.177 0.999416217 2.5"FHWA AC
14112 535587.377 1591012.703 4945.156 45°4232.86526" -110*58*41.60575" 4909.451 0.999414361 2.5"FHWA AC
2 A6077 535434.282 1590596.868 4942.496 45°4231.27603" -110"58'47.42574" 4906.779 0.999414661 2"MDTAC
0 86077 535099.061 1589966.112 4938.869 45*4227.84823" -110°58'56.22608" 4903.131 0.999415208 2"MDTAC
C6077 535098.850 1589191.759 4924.077 45°4227.70128" -110°59'07.13942" 4888.312 0.999415930 2"MDTAC
D6077 535115.626 1588710.479 4902.641 45°4227.77674" -110059'13.92685" 4866.859 0.999416945 2"MDTAC
E6077 535174.524 1587834.352 4868.006 4504228.19384" -110"5926.29038" 4832.193 0.999418552 2"MDTAC
F6077 535175.635 1587134.292 4841.102 45"4228.07312" -110°5936.15702" 4805.265 0.999419846 2"MDTAC
G6077 535240.695 1589159.392 4930.590 45°4229.09582" -110059'07.63350" 4894.822 0.999415468 2"MDT AC
CP2A 533556.899 1584545.021 4783.738 45°42'11.60039" -111°00'12.21103" 4747.839 0.999424379 2"MDTAC
$ CP3A 534190.324 1585332.084 4798.057 45°42'18.00393" -111000'01.29046" 4762.173 0.999422998 2"MDTAC
y CP3X 534264.971 1585257.461 4795.041 45°42'18.72688" -111°00'02 36227" 4759.153 0.999423063 2"MDT AC
t CP3Z 535297.276 1587087.475 4853.070 45-4229.26540"' -110°5936.84954" 4817.230 0,999419148 2"MDT AC
6
E
`s
5
SURVEY CONTROL
PLAN AND PROFILE LEGEND: 6rATE M'f 00TJEC UMBER
N I e6_ SHEET
1 0.3
0
0
Line to be constructed Line to be constructed
Culvert with InIe outlet ditch �: N ( )
V I e-6° .0' (RT) R-2° .0' (RT) e-100 00'S8" RT
R-17.89'' R-7.70' ' R.18.74'
7Ypicai InleVoutlet ditch 6\ 0 1'I A i T-35.74' T-J.70' T-37.06'
L.35.74' L-15.39' L-37.06'
I . H a rn e-29°43'46"(RT)
n R-275.00'
+ + o m a T-72.99, 1n
c ++ L-14x.69' +
kU
CP
6 -'----------- --— -- o — — ————— N
N 1 14101 14 02
- -
c --, — 5 879-48 a4aa>..6
I 805
T \�
31 I EGIN ECT
m 1 MT DO 161 w ^?
BO E N TO B ER I I e.so°1s a3"(LT)}A-6°22'29"(LT) e-6°53'08"(LT)
NTAINS TRAIL R-300.00' R-300.00' Rs 60.00'
1$06+35.24 T-16.71' T-18.05, T-28.15'
1 e N=533429.267 L-33.38' L-36.05' L-52.63'
1 I I E=1580624.614
NOTE: 1 El.=4740.26
Refer to MT DOT 86(1)Bozeman to Bridger Mountains Trail 1
Right-of-Way Plans for right-of-way and permanent easement
boundary locations and descriptions.
4780 0 _ o _ _ 4780
.... .._ .._r_..._._i !.._._.. ._._................. .... .... .... .F. _.__ .___.i. ._._ ..__ _____ _____ ___. __ _... _... .___ __. h 4 .N.... ..... ..........:....... ....... _ excav do
S Sees sheet C,n
4770
..._ , .. .... .... ..... .... .... ....
See sheet 4
y 4760 ; : ; i ; ; ; ; ) .......
s ProTile9Fade ,-......... N8
Sutiexcavatlon
h h
_ _ ; M C.W
.... ................................._._..._.__._.......__._•_.__...._.__._...•._... ........:...........................................___._._._._..._..._._._.._......_...__.; .. ...... < Seg h t ...
v , n
m' _ ••� ; 4750
50"VC -'< ;+0.4883'k
4740 . , . I 1 ; : ; ) ; : ; ; : : +0.6919%. +.o _
8 ' ____ ____ ____ ____
J, /` 4J40
�;50'VC
4730 ' '
-... ___._._(................._.____ ._._.__u_._____:__._.__.__.____._____---_____.__'._______)_______i_______i--------..._.__!_._____.;._______i_______-------- !.____._.!_. '^c----0 VC.......j........_______'________)_....�__ .._ 4730
x
Existing ground
4710 NOTE. I ! l I U ; U .4710
...
Excavation volumes shown do not:include Conserved topsoil Quantities: ;
g See sheet D.1 fdr complete excavbtion and,embankment totdis. o°
8 4700
4700
o FEM
ro lei 90 86
906
Yo i I
2 1500+00 1505+00 1510+00 1515+00
STATE IRO)ECT SHEET
NUM6ER
e-il°54'06"(RT) N MT DOT Bb(1) D,a
R-100.00' A-15°16'36"(RT)
T-10.42' R.100.00' A.10°19'57"(RT)
L-20.77' T-13.41' R.100.00,
m m L.26.66' T-9.04'
L-18.03'
+ 'o° m urvi. A-8"52'53"(RT)
R-100.00'
+o + *m ory T-7.77' A-15°08'25"(RT)
2 a + o+ N L-15.50' R=60.00'
'erg=-� 15.85' A-10°17'54"(LT) A-8°59'23"(LT)
y1+ + R.1,180.00'T-A R-1,500.00'5-21_. - "• N n* ry L-212.09' L 235 35
NJ
".. .._.
a e-Ss°18'04"(LT) �..,,,pn. i ... � ,I--- _ -'----La-
R- -- vI�
c 300.00' �'_ pn
T-40.30 _ _ -.....
..CP 4"E u - S
L-80.12' _. _vI� -_ •8-48a
e i /
5 Nw N A y Une t0
M 4F J
A-16°54'10"(LT) be constructed
R-300.00' of a �• I
T-44.5T * N A-14°41'46"(LT) .) I
L.44.57' A-3°24'30"(LT) a R-100.00' `^' e
m R.500.00' T-100.0' ^' + 41'27" R ti n
T-14.88' �' v + R-100.00 (� a R=100 00'46"(LT) }
L-25.65' 100.00'
L-29.74' ? o T.19.36' T-25.72'
R-100,00' (LT) w L-37.86' v L-50.35'
i
L=15.56' a n A-91°34'12"(LT)
R-40.00'
T-41.11'
L-63.93'
+ h b
b + +
i
i
.,,
aeoo ^3ubexcavallnn____ __" Subex¢aration ae
See sheet(=.4 See Sheet C.4
e m o N +Ian
4790 i : m I _.._ ... .... .... .... .... .... .._ I v 4790
......................... ......__I._._.__,_..._._,..... + __ ".
Seeshlet C4 mN,o , e'1.
2001 VC •+2/ 0 -••
I 1 I : 1 1 I I rWi ri +1• 3°b 422296 0 4780 4780 _ .. ._._ .__. .. _ ._. o
rorte roue: m : .._.(...
so-vr
4770 ino .ry I 4770._ e W e
4 _ o
4760 ) 50'VC 5�°I +1.1 3
0.
S .... g.................................................... -__ _. _._ I
a, : o �Existing ground
,. ry
I
4750
< __f..c-_•r- ..N'D------
VC: ...................____ _)•"'-"'.....__:..__.._:.._...-- ...._._(...._._�_.........._._..' 4750
...............:..... :.__.:.._._____. ° _ .. _.___ ____
C 50'
4740 R ' (� 4740
.... .._..' .... .... .... .... .... ._.. .... _... .._' --' __.. w��.pp.. - 4:
S "u 3
Lf '
4730 . ., ;
r� •�-.WRQ •�-��.h•.N
�4720 4720
CU ro 29 HE 2�-I F�►( -�IZ ►iFf; F I- °�� 56 �7F�i a j-•- F.3;►I I+��i �►I 2
EMe 555 324 1,716
CUYD
1515+00 1520+00 1525+00 1530+00 1535+00 1540+00 i5a5+22
/ A�9°25'44"(RT) STATE PROJECT SHEET
NUMOER
• R-300.00• Q r Mi DOT B6 1 D.5
A�29°13'00"(RT) 0` °12'S6"(RT) T-24.74' .e a
Re 60.00' R7;rp00.00' L=49.3T } 7°02'25"(RT)
T�15.64' T 27.94' 1,450.00'
T 30.60' L�°54.48' T.89.20'
n + $ Line to be constructed L=176.1T
V
N ocr Remove and reset fence
Y N x j u _ H
a
-4a 4-
PC
ftntial benchCe
location -' !
$ ut 7„( C y ��� 'N 5°17'03
L Vd�Ph f�V .0 � A-6'55'06"(RT)
3 3,_���ti m N T-18.13' a
s"05'44"(RT)
Ji•.+_......._ ��-�`���- •,ri.'�� N N °` R-1,425.00'
a �,___� ; ✓ T-100.84'
A-27'11'16"(LT) A=SO°00'00"(LT) L-201.34'
p7.94°12'35" L R- 4.18'' R=8.75' '
T (n Tm 24.18' T.6.75'
m 60.00' L=47.45' L-17.45'
/ :3 . '
L
35.8282'
j.
j.
n
B��stuCregkBrfdge� T,^� 46so
.Coo Ct_OQw brld'e___ ..4hrfor 4sollsWe;Yym4 R ^�
1. ... ..........,....... ........;.......1.......1-------11-------•,.........................i. 9
Se@ sheets G.1 G.ZS
gee sheet"1.9
$a8a0 ' ' ; ; ; _•+ +n 00d� 4840
$ :.......:.......:.......;....... .......}.......}.......;....... .......;........}.......}.......(....... .......,_._._.._,.... --- --- ---. ..._ .... .... .... --- ----
a830 b vex✓/ 4830
.............. - ---_
V
C;
,
0 ° iI .___
100 VC
4820
x
,
i
.... .. .......................................................................:.......i........:
4820
, 1.SyAS% y
hN m2 ;Profile g'rede
� asio
.Rqyy E•as , +............................. 4 .._ - .. $ .. i0
pN a9C rvk40O; 50'VC /° O.00bO!~3y'66
g k yy , u1 ,
as00 y4F?....... i. .... .... .... 0° {...... aeoh
,
o edestrian tall,!�T
y
` _ N 719% / /' Fen DSee sheet L2 a790
4790 _.--_ ____ _ ____ _ ____ ____ ____ .... ...J
... .... .... __ ____ _.. .... .. ._._ .... _... ..__
.
n,_
____ _ _____________ ____ _►.--_� ea._,_ mac, `_...�_ � _�_ Fence)'
__
m�a�� va
,
2 0 y� 2 Q
1 ; I I I ; v EJUsUn9 9r0und ; ¢ u
� a7so
d,vn; �hd 2ibG bN�2 +
477U .,d; Mm .�•, ; nWC1 •�•��' 4770
Exyo 8 76 i(2���9
EMS 1,636 Z 982 -T
CUyo
1545+00 1550+00 1555+00 1560+00 1565+00 1570+00 1575+00
r STATE PROJECT SMEETD NUMBER
6ER
MT DOT Bfi(1) .fi
N
Install fInJack leg
A=7°00'29"(RT) Sheet L1A=6°41'13"(LT) R=200.00' A50'39"(RT)
11°39'48"(LT) R=1,500.00' T-12.25' R700'R-800.00' T-87.63' L-24.46' T75'
Y L-d.34'
T-81.71' ,o L-175.06' a v
L-162.85' 6 PYL m PA PA ? o 0
A=8°27'52"(RT) Remove and reset fence m Pf Rp 200.00' N a c
R=1,000.00' �., u w T 30.81'
r=74.00' u o L= 1.60, u N u
L=147.73' IkeInCP —. j o a 6
CP _ ._ S.8 2'18"E•-
S -.._
__
°
c CP
•'14 L-- — —_— N----_—_--N°---E6 77— -------- ----- H CP -------.----_ CP a � _I 14111
A-16°03'11"(RT) '^ m —
o '� A.4°59'28"(RT) �+ -- ��-- -------
a R-1,175.00" m e e d C6 77 ., Po y: R-200,00' o nr A-6°IS'18"(RT)
+ T-165.69' rw T-6.72' N + + R-200.00'
N L-329.21' L.17.42' o
m N L.211.60'
A=7°52'09"(RT) Line to be constructed
R=500.00'
T-34.39' - A.18°51'08"(LT)
L-68.67' R-200.00'
T-33.20'
L-65.81'
o N
p + + +
O
Fence,pedestrian rail,RT `� Br/dge railing,steel,RT `n Fence,pedestrian roll,RT
`^ See sheet L2 See sheet G.13 See sheet L2
n; ; N + 'N O Tl28.90
O \17 ti /
i
h' 'b n
;
c v�m
i
J N'
m m 0 VC
,
W W +
Q +
,
4920 h precast wncrete¢lock ; Pr on �,� h Precast concrete block _ _ _/ 4920
_ H ecastc creEe block / �
" .--- --••-^.retahring wall,•tT-r-------r-------r -re[alntng waH:i�- - ---- --^--n+ -retainNg tiraN:i-T•.... .... ......�----• ` ----- --•- ---- •- - ----- VC $o '\?---... M "' ... .... � ..
G Y °
S See sheet J.4 ;R55 type 2,RT; See;sheet 1., Seeisheet J. Ex/sting ground // � �p e¢ 150;VC
P o c See sheet I.9 c �°(O s, x5
g _._.......... ' .....r_......}...............�........;................,....._._........,.__ .4,5y0 .... .... ......... - �,n 1'0.5� °Y ?s 4910
f �ry °� Preca t concre block * '
n retainog wall, T ,v, PYarile grade .../ x +$o� kot vc ✓
4900 .....
Se0 sVheet I:5 i �•,
o , .... ... 6-• .... - .. .... .... .... .... ........................ -- -. ...
�- 4900
RSS type 2,RT .�.� ; ; mm _ `r o. +pam .m.�a ..ae+ /+N; /
r v
0
.... .... .... .... + $ew m
e o RSS,typ415�Yel L9 gip• - v - -- ..........
.... .... .... .... ... ..-- ---- ......................... .....m=... . v ../.N W;.. 4890
+ iRSS,1 dt7,R $ee she ----
Y
�o ; ; y I Nm
4880 N ' _ .__. ..__ __ _ _ __��__.__ _.._ .... \ ' ' ' '
___- -___•__ - .._.. --•----Y-------i•,. �J V p.. ................J........1............_.._.._.....i.......J................I......................_
-RSS,1ry'�AI�-Ar :-----U U -i- ', '?_50' 30 C I. ... 4880
a
°m
gg See Sheetl.3,
4
4870 ^
G A. o b 100;VC 0.7442°
+ a
o, +v2 I
+� ' OWN i �\ n�
4860 n° n . .... ..... .... .._ .... .... ............................. .... .... ... .... _... ...
n w.r 48G0
+� 50'VC
i
� U •�O
100ivc �gh$ 48s0
_.._. __.....i___.__. -._ .................. .... .. a.,°.... ,vo v._;....... -
, k
,
so,VCoN } , u L+u 4m R C C O.m Gm 4 4
m ; :Precast Eoncrete block m '° ° m m° oaf?o$ }+v v N e c o ii 2 n+a n 4
i / �✓ 7* �e ,�„ :retaining wall,RT, "+°p a. m
"y 41k �k�gg v�W 4�fW °n°]4f K �O ryVbW
4840 50'VC
exc FM1 '' 2r 2 90 y 6,56? ^ 34y
CUYD
EMS. 1 55 2FF I 1,04� „�24 1321� 43071
1575+00 1580+00 1585+00 1590+00 1595+00 1600+00 1605+00
STATE RRO7ECf SMEET
NUMBER
r IVMi DOi 861) 0.7
Install fence,Jack leg °
A=14°59'IS" LT See sheet L10 A-4°14'37"(LT)
R=1,076.00' ( ) / T-37.05'00 A-41°Ol'36"(LT)
T-141.53' Une t0 be constructed L-74.06' R-100.00'
L-281.44 A-27°1T 45"(LT) T-37.42'
m R-200.0o' m L-71.61'
2 c T=48.56'
+ L-95.28' '
A-19°15' "CRT)
°7 .+ T-33.94/ ., „ r M"Parking Lot
.. aU '14
CPf
. � ; Dr/nk/ng!! END PROJECT MT DOT 86 1
E Park/ngtot A-1a°oo'17°(RT) ¢3 \ BOZEMAN TO BRIDGER
"+ �\ 'I" R-1.00.00' \� \ MOUNTAINS TRAIL
1 T.iaa:aa 1620+39.01
A-20°39'37"CRT) w j 1 N=535670.443
R-200.00' E=1591113.235
T-36.45' A-19°it 12"(LT)
L-72.12' R-200.00' El.=4941.40
T-633 7:03' j
L-67.03'
r
e r r m r r
314960 a ' ' 4960
U
& r r r , r m r
b r r a=
a95o ........Existing grdund o oo ;_ +" ; a 4950
g .......�.......�.......�....AA,
tt.�. .... _... .... .... a .... .... ... ......................... .... ....................... .... .... ____ --_
of o; NGN ' em
�o
r r r ,
r r r , ;
r +br
4940 a' ' _ _ 4940
c r
—ir ;\ i pNtiMbP ;
4930 / AA cue 4=JC S \kso,NC�o°1'O. ••v. _ ...._ .. .. .� ;I50'VC' 4930
r
_._. .. ...... .......... -
0 �^ .8
492 \ 492
VC 0 is ' / _
0
$S da sq'vc \` / Profile grade
4910
S \r r , r , r i r r . r r • r r , r r r ,
w
,
•' ' ; ; .... .... --. .... .... ......... .... ._. .... .................. _._. .... ...
oy r r r r Qz
r ,
4690 .......................,........,........,.....���.....�....70 m$. y�. .... .... .._. .... ;Me4 q ._;_______.� _.._ .._ _... .... .... .... .... _ ._.. .___ __._ .... ... ____ 4890
o�E +ate i� ;+ c
e 4880 , -X "0 R—N '�,,C W h C( 4880
Faro '3,391 5 953
g LUYD
A EMa 25 i
msD �- 395 i F'f6T'I 7
1605+00 1610+00 1615+00 2620+00 1625+00
STATE PFOIECI SHEET
NV BE0.
MT DOT 06(1) E.1
APPROACH ROAD AND PARKING AREA QUANTITIES
Embankment Item 30202-2000 Item 40301-0200
Mainline Station (CUYD) Roadway aggregate, Asphalt concrete pavement,
FOR INFORMATION method 2 type 2
ONLY TON lil TON 121
1533+88 RT 6
1534+69 RT 10
1539+75 RT 19
6 1590+03 LT 15
1591+84 17
1610+73 IL 44
1612+50 RT 344 149
Total 344 149 111
`o
2
NOTE:
1.See sheet E.4 for approach road details.
FOOTNOTE:
n1 Based on 1.97 TON/CUYD.
121 Based on 1.94 TON/CUYD.
S 1�1 See sheet E.2.
a
TABULATION OF APPROACH
"s
ROAD AND PARKING AREA
5 QUANTITIES
STATE PRO]E SHEET
NUMBER
MT DOT 86Ct 1) E.2
Existing contour
_ -- --- _ -- --- I I Pedestrian underpass
i
T o8 of slope
4908.46
--———— _ —___ _—— —
I II Pedestrian underpassb _ _ 49 rampA 7
81 El.4908.00 Edge of existing parking area
� .10,�• _ - � I
N
•\ •\ 40 B2
\` - Proposed contour
Toe of slope
\ I I
m - `\ \•`\; Centerline of drainage swa/e I \I
\ I Edge,of new gravel
r ♦ .•\... I parking surface
Edge of new gravel \ N, \4905
a parking surface
f I
v •
4908.0
I
83
90
� I I
,
,
Al Centerline of
f Centerline of existing,road \• I Idrainage swale
Variable—y variable
O /
CONTROL POINTS I Roadway aggregate,method 2,
2 ___ i I I 4"compacted depth
E NAME NORTHING FASTING ELEVATION DESCRIPTION I I Embankment from pedestrian
Al 535199.170 1590494.016 4902.85 Coordinates and elevation are at B5 I I underpass excavation
top center of drop inlet grate B4
8 A2 535218.172 1590455.062 4904.59 Drainage swale I I GRAVEL SURFACING SECTION
a
A3 535226,049 1590369.504 4908.00 Begin drainage swa/e I I
B7 535225.511 1590379.490 4907.63 Center of 10'radius arc I
BZ 535247.222 1590470.974 4M." Edge of new gravel surface I
83 53521Z.759 1590497.476 MITI Edge of new gravel surface I I NOTE:
84 535189.071 1590492.814 1 4902.91 Edge of new gravel surface I I 1.See sheet E.1 for quantities
BS 1 535184.991 1590475.246 1 4904.73 Edge of new gravel surface I I
2.Elevations are to finished grade unless otherwise stated.
DRINKING HORSE MTN
PARKING LOT PLAN
NO SCALE
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
SLA_ PROJECT SHEET
NUMBER
MT DOT B6 1 E.3
Pedestrian underpass
Pedestrian underpass
m \�
x �\
Asphalt concrete pavement, Asphalt concrete pavement,
type 2,2"compacted depth type 2,2"compacted depth
0.00% \ 1.50%+
is 4compac�ted
8.33%—�Roadway aggregate,method 2,6 depth _ —
Existing ground Existing ground�T Roadway aggregate,method 2, -
6"compacted depth
h
Z
SECTION B-B SECTION A-A
r► A
----
�. --- ------- Pedestrian underpass --
-- Asphalt concrete pavement, ;
r-� type 2,2"compacted depth
..._..._ .. I C
1.50%-�
1:4 I q
____—____ __ ____
B � AI A3 AS B Roadway aggregate,method 2,
Existing ground 6"compacted depth
\ SECTION C-C
_ Edge of existing parking area '
\ r
CONTROL POINTS
/ NAME NORTHING EASTING ELEVATION DESCRIPTION
Ara A4 // A6 Al 535270.046 1590473.148 4909.87 Corner of landing pad
/ A2 535260.635 1590476,530 4909.72 Corner of landing pad
Toe of rill slope // N A3 535274.104 1590484.441 4909.87 Corner of landing pad,top of ramp
A4 535264.694 1590487.823 4909.72 Corner of landing pad,top of ramp
A5 535280.531 1590502.321 4908.29 Bottom of ramp,tie to existing ground
/ A6 535271.796 1590507.586 4907.97 Bottom of ramp,tle to existing ground
NOTE:
_ _______
J 1.All work and materials to construct ramp as shown
z
A are Incidental to Item 60220-4150.
UNDERPASS RAMP PLAN PEDESTRIAN UNDERPASS
s RAMP DETAIL
NO SCALE
----------------------------.........------.------'---------------------------------------------------------------------------------------------------------------------.-..-----------------------------------------------......--------------------------------------_.............!
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STATE PROJECT SHEET
NUM9E0.
MT DOT 86 1 EA
APPROACH ROAD TABLE
MAINLINE W RI R2 L
STATION 131
1533+88 RT 16 10 10 24
x 1534+69 RT 21 10 10 28
1539+75 RT 69 50 50 20
1590+03 LT 25 25 25 31
1591+84 LT 23 25 25 32
1610+73 LT 18 100 25 34
iT of approach
5 W Approach area
5 Edge of to be paved(typ.)
path
W
Edge of
highway
1;3—Craven 121 •Crown 111
__—__________ _____—_—___—
Variable 751 to 900 iZ of high way Asphalt concrete pavement,
type 2,4"compacted depth
APPROACH PLAN DETAIL APPROACH SECTION DETAIL
Approach length L Approach
variable Width
$ Mainline
Variable 10'Path 5' yo Stationing +}} Approach Road
8 Sa wcut and tack coat m u }} Length
asphalt at edge of highway x
W o q of approach }}}
Match exist/ng approach grade
Asphalt concrete pavement,type 1,
4"compacted depth(typ.) (Z of path
APPROACH PROFILE DETAIL APPROACH ROAD LOCATION SYMBOL
FOOTNOTE:
nl Continue approach radius as required If connection
to existing alignment of approach is at an angle.
i�1 Match existing crown as approved.
131 Adjust to match field conditions as approved.
APPROACH ROAD DETAILS
NO SCALE
.......................................................................................................................................................................................................................................................................................
STATE PR0IEC.T SHEEP
NUMB F.
MT DOT 86(1) F.1
EROSION CONTROL QUANTITIES
i Item 15705-0100 Item 15705-1400
Soil erosion Soil erosion
Station to Station Side control,silt control,fiber
fence roll
LNFT 1i1 LNFT 121
1506+35 to 1620+39t�J LT&RT 129
1562+00 to 1562+52 LT&RT 95
1563+29 to 1564+98 LT&RT 325
1566+68 to 1566+88 RT 20
b 1570+65 to 1570+85 LT 20
1575+90 to 1576+10 LT 20
1579+52 to 1579+72 RT 20
1579+61 to 1579+81 LT 20
1582+15 to 1582+35 LT 20
1588+34 to 1588+54 LT 20
1590+44 to 1590+64 RT 20
1592+44 to 1590+64 LT 20
1600+43 LT 20
1602+88 to 1603+08 LT 20
E 1606+10 to 1607+28 RT 151
1610+62 LT 20
1612+60 to 1612+80 LT 20
1612+66 RT 20
1613+11 RT 20
1620+38 to 1620+43 LT 20
Total 420 600
fi
FOOTNOTE:
"I See sheet F.5 for details.
1'1 See sheet F.6 for details.
S - 131 For use throughout project as approved.
8
8
TABULATION OF EROSION
CONTROL QUANTITIES
5
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------- ---- -
* STATE RRo,,C_ NUMBER
TEMPORARY EROSION CONTROL LEGEND x MT DOTB61) F.z
Delineated wetland
Fiber roll
Silt fence —.
m
*See sheet A.2 for other features not listed in legend
a
$
i
BEGIN PROJECT
i
MT DOT 86 1
BOZEMAN TO BRIDGER
MOUNTAINS TRAIL
1506+35.24
m
NOTE:
1.Contours shown represent existing topography,prior to construction.
N
vv
8
I
8
r_-
1 '
i
r � -
— --
o — _ ,
�J EROSION CONTROL PLAN
1506+35.24 TO 1545+00
-------------- --------------------- ---------- ------------------------- ----- ---------------------------------------------------------------------...---------- . . . ---------- ----------------------------------- ----------- ------------------
----------- --------- .......... ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- .....................
S EET
STATE PROJECT NUMBER
86(1) F.
Q Install slit fence n Install fiber roil
Install silt fence o'
c-
———---------
Install fiber roll
I s4s
r
•
N
Install fiber roll
Install fiber roll Install fiber roll
Install fiber roll Install fiber roll Install fiber roll Install fiber roll
Co
------------------------------------------------ ---
------------—------------------------------
<
Install 17ber roll
Install fiber roll r.
R
10k)
Jl
\N�
EROSION CONTROL PLAN
1545+00 TO 1605+00
................ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------ ------------ ---------------------------------------------
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STATE IR011 SHEET
-
NUMBER
MT DOT Bb I FA
/V
Install fiber roll
Install fiber roll
Install fiber roll Install fiber roll
END PROJECT MT DOT 86(1)
a,
BOZEMAN TO BRIDGER
MOUNTAINS
-- TRAIL
------ ... ... ......----------- ------- 1620+39.01
---VA ---------- ........——-----
........... - --------------------
f
EROSION CONTROL PLAN
1605+00 TO 1620+39.01
............. ---------- ---------- ------------------------------------ ......................... ----------------- ............................................. ...... ....... ----------------------------- -----------------------------------
STATE PROJECT SHE,NUMBER
Mi DOT 86(1) I,
Steel or wood post NOTE:
Silt fence reinforcement I 1.Alternate preassembled silt fence options will be allowed
as long as specified dimensions are satisfied. Follow
Varies manufacturer's recommendations for installation procedures.
Geotextile All types must ensure silt fence remains attached to,and
E I does not slide down,supporting posts.
c
EC 2. Install silt fence to follow the ground contours as closely
Q Biw.ln.
ckfilled and compacted soil e rn
M r, Flow as possible.
vl
F 3. Curve ends of silt fence upgrade to prevent water from
u '^ running around the ends.
'Tie trench ` w
0 4. 10-foot(max.)spacing with silt fence reinforcement.
E ~ 6-foot(max.)spacing without silt fence reinforcement.
o
N
4"min. PLAN
POST AND.GEOTEXTILE INSTALLATION DETAIL
Limits of clearing
Existing ground Varies
(undisturbed)
e
o i Flow
of
of
o � Steel or wood post
3 i End posts,see
End Posts Detail ELEVATION
I
Geotextile fabric
E See Note 3
5 SILT FENCE INSTALLATION AT TOE OF FILL
PLAN
Staple or tie
w
PLAN
g End posts,see
End Posts Detail Staple or tie END POSTS DETAIL
Steel or wood posts
driven tightly together. Geotextile fabric,
E Tie top of posts together Section 8
r8
See Note 3"
- Geotextile Fold geotextile fabric
fabric,Section A around each post one full turn.
Fasten fabric to posts U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
ELEVATION PLAN WESTERN FEDERAL LANDS HIGHWAY DIVISION
POSTS AT JOINTS U.S.CUSTOMARY DETAIL
END DETAIL
SILT FENCE
i NO SCALE Deem DETAIL
Revised:111—AP W" -1
STATE PROJECT SHEET
NUMBE0.
3'(min.) MT DOT B6(1) F.E
Existing e
ground Direction of runoff F�\�Sao Y; Backrilled and compacted
�8 ,
' Boll to match ground levelNOTE:
�
1.Drive stakes at each end and at 4-foot spacing until fiber
y%,W•_-`. Direction of runoff roll is secure to slope. Live stakes may be used for
ELEVATION �--� permanent installations. Do not crush fiber roll while staking.
•"�lrom dl�areas
Existing ground(typ.) 2. Overlap fiber rolls 12-inch minimum. Drive stakes at
y. .a`;'•' 6-Inches from fiber roll end angles towards the adjacent
fiber roll and space stakes at 4-foot max.
2"(min.) Excavate trench 2"
':.•DM1,• larger than fiber roll
v Step 1: Excavate trench Step 2: Backfill soll against fiber rolls
�• o Flow direction and install fiber rolls
PROPERLY STAKED AND ENTRENCHED FIBER ROLL E
Fiber roll I°
3'min.or
as specified In plans
FIBER ROLL SPACING STAKES REQUIRED
Runoff from Spacing
Slope
• Sloe Fiber roll length Stakes required E
•• disturbed areas P FT FT for each roll
1:4 Or flatter 40 d" 25 8 N E
1:3 30 20 6 E,
1:2 20 12 4 iv 1"x 1"Wood stake
1:1 10
3 c•i
� PLAN FIBER ROLL STAKING DETAIL
INSTALLATION BEYOND TOE OF SLOPE
u
s` Stagger fofnts(typ.) Place excavated material 1"x 1"or 1"0
on uphill side of fiber roll woad stakes. See Note 2.
w
Fiber roll
Pay Iitt
Fiber roll
t,.) \�e(a0a�... Slope
Cr
DVerlaP 5Qa
a' 2'0jL '• y L„�` n' ' k\GJI
d FIBER ROLL LAPPING DETAIL
5 � �
Y Pay Itmits U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
Install fiber rolls WESTERN FEDERAL LANDS HIGHWAY DIVISION
along contours U.S.CUSTOMARY DETAIL
FIBER ROLL
ALTERNATE FIBER ROLL JOINT DETAIL
E
SLOPE PROTECTION INSTALLATION INSTALLATION ALONG SLOPES DeTAILAPPRNED FOR Use 10nD1A DETAIL
NO SCALE 1 RntseD:
Dun: 112016 W 157-21
-------------- ----------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STATE 1_11011c' SHEET
NUMBER
95'-0"BRIDGE LENGTH M, DDT.1. G.1
911-01,
BRIDGE SHEET INDEX
Concrete spread 2'-0"(typ.)
looting SHEET
(typ.) DESCRIPTION
p')EL NO,
1.4,181(74:.05 -A El.4,804.15 RG3036 PLAN&ELEVA77ON
6'-0"
RG3036-8 GENERAL NOTES&FOUNDA77ON PLAN
BEGIN BRIDGE N BRIDG
E+
STA.156,2+43.61 RG3036-C SUBSURFACE INFORMATION
, I El.4804.20 RG3036-D ABUTMENT WALL
2�0"concrete abutment wall(typ.)
1 �9�clear END BRIDGERG3036-E ABUTMENT END WALL DETAILS
3
between rub rails RG3036-F ABUTMENT WING WALLS
+ I I "
2% Trail&Bridge RG3036-G DECK PLAN DETAILS
—-—-—-—-—- -—-——-—-—-—-—-—-—-—-—-—-—-—
Q RG3036-H PIS GIRDERS A&B
D
+0.00%GRADE EL4,804.05 RG3036-r PIS GIRDER SECTIONS
Centerline bearing(typ.) I RG3036-J GIRDER DETAILS
RG3036-K APPROACH SLAB
RG3036-L BRIDGE RAILING
El.4,804�0O�— rr-8�0" ----RAILING DETAILS
(typ.) Turn back RG3036-N REBAR LIST I OF 2
wing wall(typ.) RG3036-0 REBAR LIST 2 OF 2
Provide temporary sho ng
and bracing as required Wildfifepath
according to Section 208,,"",
El.4,801.83 Nrl +or!
Fa of bridge barrier +
0, '05 80' VC
0.0000 3
El.4,802.34 2
VC '.'0'
so, VC -2.0.2
8
40_VC 40' VC
PLAN ———————— +
o
Upstream profile
El.4,802.78
+=6 of existing bridge
95'-O"BRrDGE LENGTH PROFILE GRADE DIAGRAM
Bridge elevations are at profile grade at layout line
NTS
STA.1562+43.61
A 816Y2" 2'-0'(typ.) +0.00%GRADE
BEGIN (typ.) END BRIDGE
EI.4804.20 I Centerline bearing(typ.) 4'-0"Bridge railing(typ.) HYDRAULIC DATA
17�P) 4,810
1 Q I V I S El.
M
Profile grade 3.
4,805 Q100 1,100 1 4.75 4796.65
Existing Note:Velocity and water surface elevations
1�2'(typ.) Low Structure El.4,800.40 grade at are at upstream face of bridge.
4,800
Q El.4796.65 Wildlife path at Q2 WS Elev. rum back
wall wall(typ.) U.S.DEPARTMENT OF TRANSPORTATION
o 9_0� wing wall(typ.) FEDERAL HIGHWAY ADMINISTRATION
2�0'(typ 3-8*x 7'-6"pre-stressed 4,795 WESTERN FEDERAL LANDS MHIGHWAY DIVISION
Original ground bulb-tee deck beams(typ.)
Concrete ———————— —
El.4,790.50 abutment — El.4,790.50
...... 7.. wall(typ.) Flowline El.4791.L23 fj 4,790 GALLATIN COUNTY,MT
— ————————— ——————————————— Q———————
2 Concrete Scour El.4,788.23
(spread El.4,787.73 El.4,78.
Abutment 1 rooting Abutment 2 4,785 BRIDGER CREEK BRIDGE
Fix Exp
ELEVATION
PLAN &ELEVATION
DATE BY REVISIONS N0. DATE 8Y REVISIONS DESIGNEDBY TEAM LEADER BRIDGE 9,, DRAWN By CHECKED BY SCALE.. IROIICT GE SHEET i DATE I SHEET NO..
1.S,,h, 1�11k!, S.1& N.B.11 W-0 J.khleplmkh 1 0 15 MAY 2016 1 RG3036-A
................................................................ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- --------------------------
----------------------------------------'--'-----'---------'-'----------------------------------
TH
GENERAL NOTES:
91
DESIGN: AASHTO LRFD Guide Specir7cations for the Design of Pedestrian Bridges,
December 2009 with 2015 Interims, AASHTO LRFD Bridge Design Specifications 7th Edition,
Bearing Bearing 2014,with 2015 Interim revisions.
2'-O� 1\ CONSTRUCTION: Federal Highway Administration Standard Specifications for
Construction of Roads and Bridges on Federal Highway Projects,FP-14.
END BRIDGE
BEGIN BRIDGE DEAD LOAD:
Future wearing surface allowance: 24 lb per square foot
Active lateral earth pre5sure; Equivalent fluid unit weight of soll,32 lb per cubic foot
At rest lateral earth pressure: Equivalent nuld unit weight ofsoll,50 lb per cubic foot
Path and Bridge J Footing bearing
NUMBER
Cast-in-place concrete: 150 lb per cubic fbot
Concrete In Prestressed Concrete Units:155 lb per cubic foot
�
Passive pressure: Equivalent fluid unit weight ofsoll,500 lb per cubic foot
Concrete abut' I,
LrVE LOAD:
Pedestrian live load: 90 lb per square foot
Snow load and HS vehicle load applied simultaneously.
Vehicle load:H10(20,000 lb),dynamic load allowance(impact),IM 0%
butmen
bridge SEISMIC.,
Peak Ground Acceleration(PGA -0.286 g. Short period acceleration at 0.2 seconds
to give a spectrum acceleration,AS
: 96 ,modified by the Site Coefficlent(F.-1.40)to give the short period spectrum
ac. tior�.S.-0.696 g. Long period acceleration at 1.0 seconds IS,=0.151 g)
modirled by the Site Coefficient(Fv-2.196)to give the long period spectrum acceleration,
FOUNDATION PLAN AND BORING LOCAT70NS C4ST-IN-PLACE.,
Class A(AE)with minimum 26-day design compressive strength I'c=4500 psi.
Use Type 11,low alkali cement, Chanifer exposed edges orail concrete 314
unless shown otherwise on plans.
Preformed flexible cellvlarjoint filler., ASTM D1056,Type 2,Grade 3.
ESTIMATE Preformed expansion joint filler:AASH70 M213.
ITEM NO. DESCRIPT70N QUANTITY UNIT NOTES REINFORCING STEEL.,
Conform to AASH70 M31,Grade 60 deformed(ASTM A615,Grade 60). Epoxy coat all
20801-0000 Structure excavation 170 CUYD 11) relnfbrclng steel. Provide a minimum concrete cover oF2 Inches on formed face,unless
20810-0000 Shoring and bracing I LPSM V] noted otherwise.
55201-0200 Structural concrete,dass A(AE) 58 CUYD III PRESTRESSING STEEL:
55302-3700 Precast,prestressed concrete decked bulb-tee girder 189 LNF7' III Provide Grade 270,0.6-inch diameter,seven-wire,bright low-relaxation prestressing
55401-2000 Reinforcing steel,epoxy coated 6950 LS 11) strand conforming to AASHTO M203(AST71l A416). Pre-tensfon each strand to a total
55601-0900 Bridge railing,steel NF III load of44,000 lbs at which load fpI-0.751pu-202.5 ksl. The NnalestImate effective
L C r prestress force per strand Is 34,870 IDS based on estimated losses of 41.84 ksi.
PRESTRESSED CONCRETE DECK BULB-TEE UNITS:
FOOTNOTE: Fabricate with Class P(AE)concrete. Minimum fc=6,000 psi.
M1n1mumrcI=5,000psI. F1n1sh top surface of the girders with
V] Contract quantity. a grooved finish across deck perpendicular to beam centerline.
Chanifer exposed edges of all concrete 314",unless shown otherwise.
MISCELLANEOUS STRUCTURAL METAL.,
Provide ASTM A36 for all structural metal for field welded connections and
structural steel shapes. Galvanize all metal after fabrication except girder welded
flange-tie connections which are to be black Iron finish. Provide ASTM A307
FOUNDATION NOTE: galvanized diaphragm anchor bolts In accordance with AASHTO MI I I or M232,
1.Design net allowable bearing pressure 2,000 1bs1sqft. GEOTECHNICAL REPORT:
See summary of subsurface Information on sheet RG3036-C.
U.S.D PAR7WENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
GALLATIN COUNTY,MT
BRIDGER CREEK BRIDGE
GENERAL NOTES&FOUNDATION
PLAN
TEAM LEADER BRIDGE SHEET I DATE I SHEET NOm
NO.I DATE BY REVISIONS NO. D�TE BY EVISIONS I DESIGNED BY I DRAWN BY CHECKED BY S�LE 1 PROJEcT
�
�
�
-----------'---------------------------------------------------------------------------------''
�
----------------'-------------'---------------'-----'---'--'-'------'------------------------------'
NUMB R
Prorile grade
0.00000/0
3-4�5 LEGEND:
E Hollow Stem Auger
2"OD Split Spoon(SPT)
am
7- WATER LEVELS
While drilling
sm 14-13-18 At completion
After drilling
11-1642
1.See Sheet RG3036-B for soil boring locations. The
boring logs on this sheet represent the subsurface
conditions encountered at the boring locations shown.
ft
5�15mig Subsurface conditions may vary between these
2.The series of numbers on the log shows the number
4780 4780 or blows from a 140 lb hammer with a 30-Inch drop
required to drive a split barrel sampler 18-Inches.
The test Is measured In three 6-Inch Intervals. If
Z 7- the split barrel did not penetrate 18-Inches after
50 blows,the log shows the measured penetration
11-20622
GM within that particular Interval. Thesymbolnextto
the blow count Indicates the size of split barrel
I GM sampler that was used for each test depth.
3.For boring logs and other geotechnical information
see Geotechnical Report No.14-3246G,prepared
U.S.D PARTMENT OF TRANSPORTATION
4770 ESMRN FEDERAL LANDS HIGHWAY DIVISION
GALLATIN COUNTY,MT
BRIDGER CREEK BRIDGE
SUBSURFACE INFORMATION
a NO.! DAM 1 aY REVISIONS I NO.I DATE I BY I REVISIONS I DESIGNED BY I DRAWN BY I CHECKED By I SCAUE PROJECT�M UEADER BRIDGE SHEET I DATE I
!
!
�
L---------- ................................................................................................... ............... ....................................................--....................................................... ---'-.-
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------*---------------------------------------11-------- .........*-----------------------
7 SHEET 7 7AT7 'Ro"CT NUMBER
3" 26 spa.@ 9"=18'-6" 3- 1 MT I DOT 86(1) GA_
14'-10" #7AE5
Bridge
7.4"
BEGIN BRIDGE E Bridge
END BRIDGE T
#5AE4 to
#7AE2 I I it I I 1 11 11 11 11 1 1 1 11 1 1 1 1
i-#4AE3 If (2 ea.end) �-�-1� 4-4- .4 -4-4 4
----FL. . . . . .. . . . . .
Ilb
S' I 1 1 411: 10,
#5AE4(4 total) #4AE1 #7AE2 b.f.
(typ-)
Left sfde at top Right side typical
ABUTMENT WALL PLAN,(TYA)
SCALE-4z'=1'.0" 19 spa.@ 9 14'-4"
#7AE2 M.
ABUTMENT FOUNDATION PLAN,(TYA)
SCALE:W=1,0"
14'-10"
3- 19 spa.@ 9"-14'-4" 3"
Shear block not #4AE1AE2 b.f. 2�0"
shown. See sheet
El.4,800.25 RG3036-Ffor detalls. ¢Bridge
#4AE1(YP.)2% - I/800.40 A----1 t Bearing
V-El.4, #5AE4(4 at top)
L-
El.4,800.25
#4AE3
(typ-) 0 #4AE1
'0.
2'-5" Geocomposite sheet drafn F
2W foundation wall to top offooting. See also #7AE2 b.f.
II w --———————— Section A-A on RG3036-E.
Reinforcement I,/
0
symmetrical
--———————— - about
centerline 3"0 weep holes(6 total) #5AE4 b.f.
#5AE4(typ.)
E
#7AE2(typ #7AE5 Provide end
sc
reens at
Ef.4,792.50
0 #15AS6 0"tlet(typ.)
Abbreviations:
LL Abutment I&2 . . . . .
Abutment I&2 f.A=rill face
0 f. other face
both faces
.0 'e:f' each face
L/ Y-O :7. .0 4,790.50 El.4,790.50
60 0�6
tion- ?0-*-� U.S.DEPARTMENT OF TRANSPORTATION
e�
0 Geogrfd,stabilization(biaxial)over separa
stabilization geotextile,class 1,type A(nonwoven) FEDERAL HIGHWAY ADMINISTRATION
3" 10 spa.@ 9"-7-6- WESTERN FEDERAL LANDS HIGHWAY DIVISION
A--J #6AE6
ABUTMENT WALL ELEVATION,(TYP.) 8"0" GALLATIN COUNTY,MT
SCALE.,i6l'=I'-O"
ABUTMENT SECTION A-A BRIDGER CREEK BRIDGE
SCALE.,d3"=I'0'
8' ABUTMENT WALL
N0. DATE BY I DESIGNED BY I DRAWN BY CHECKED BY SCALE BRIDGE SHEET DATE SHEET NO.
REVISIONS I NO.I DATE REVISIONS I PROJECT TEAM LEADER
J.S61.901.11dh I S.M.1k—dt N.8.11 As Shown J.S.hkqd kh 4 0 15 MAY 2016 RG3036-D
.................................... ........................................................................................................................................... ......................................................................................
�
' ' '- ---' ------'---------------------' --------''
EAT, SHEET
PRO) NUMBER
DOTS G.5
Reinforcement symmetrical about J
9 Bridge #SWE1 Bearing
5� 3 spa CED 8" V-3" 1�-3" 3 spa.@ 9" 3' 06"
BEGIN BRIDGE 2�0" 2-4" Spacing for
#4JE1 Stirrups
searing
joint filler(typ.)
2"flexiblec;1lularl —4 El.4,799.04
filler between "A. .7
L earblock,see wall and cap
Type 2,Grade 3. Sheet RG3036-F A draln.Attach to wall
per manufacturer Instructions
ABUTMENT PLAN(TYA)
2"flexible cellular
n1ht h sh win #4BE'stirrups t 3"0 weep hole with
y m drain grate connection
3'-8"x 7-6"pre-stressed t Bridge eal',, 7 Wa . Ace FDne recommended TL,.,—
bulb-tee deck beams(typ.) Grooved finish � 1,0" 1,0"
Slockout girder flange� #5BE4 between #5BE2 dowels bridge surface by the manufacturer
(typ.at ends) girders at girders(typ.)
(11 total)
Shear block.See
U.S.DEPARTMENT or TRANSPORTATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
hole spacing
GALLATIN COUNTY,MT
2�0"foundatlon wall J Abbreviations: BRIDGER CREEK BRIDGE
NOTE. f.A fill face
of. other face
1.Adjust location oF3"0 weep ABUTMENT ELEVA77ON(TYP.) b:F. both faces
hal es to avoid reinforcing. SCALE:-Y4"=I�O" ABUTMENT END WALL DETAILS
NO. DATE REVISIONS I NO.I DATE BY REVISIONS I DESIGNED BY I DRAWN BY I CHECKED BY SCALE IROIECTT TEAM EAGER DATE DRAWING NO.
.................... ........................................................... ............... ----------------- .......................................................... ----------------------------- --------- ........................ ................................
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
SHEET
6`0" 3�0" 3`X 6'-0" NUMBER
STATE
To.,�E,7,7, G.6
3" 13 spa.@ 8'-6" 3" 3" 13 spa.@ 8"=8'-6" 3"
#5WE2
El 4 804 05 El.4,804.05 r—
#5WE2
Irv)
— ro
rTyl I !I I
Extend top&bottom transverse
11.4,798,0 El.4,798.05 girder flanges reinforcement
Z between
we"""Er and wing wall
chamfer at interior r t interior Field end 90-10"
wing wall/end wall connection wing wall/end�e H connection hook at exterior girders.
#5WE3(typ.)(5 tal) epoxy
2'-0" #5WE3(typ.)(5 total) Repair coatingafter
to
field bending with ASTM
WING WALL ELEVATION AT ABUTMENT 1,(TYP.) WING WALL ELEVA77ON AT ABUTMENT 2,(TYP.) A775 repair material.(typ.)
SCALE:Y,'=V-0" SCALE:314"=1'-O"
#6GE6
�"expansion joint ¢Bridge
filler between girder 2"flexible
cellularjoint 11 t Girder
and shear block(typ #4GE11
9. 9 Wing wall AV— X4"roughen surface
1,
between girder and
r ,,, .. @ exterZr
Bearing girder(typ.)
14-g
SECTION A-A
molded securely to WAII around PITS
age steel shims
pad,(3 per pad)
2 layer @
.5 spa.@ 12" (top and bottom)
4 #,Aa.
3 sESp
#5AE7(6 total) and 2 inner layers @-Y8"
(4 total)
7'-4" BEARING PAD DETAILBEARING NOTES:
1 (4 Re wired
1.Provide steel reinforced elastomerlc bearing pad
PLAN B NTS conforming to AASHTO M251 with 60 Durometer
expansion joint F- I /,,— t Girder hardness,elastomer Grade 4 or higher.
filler between Cast concrete shear block Girder
girder 2.For Information only:
after setting the girders(typ.)
0
and shear block(typ Abutment design service loads per bearing:
Bridge Dead Load=70 kips
#5AE8 Bearing elevation Live Load=29 kips
1:1(typ.)"
Level Level longitudinal 3.Method A design.
surface after girder
has been erected
U.S.DEPARTMENT OF TRANSPORTATION
FEDE L HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
N Chamfer Bearing pad recess Elastomeric
omeric e Ic(full width of flange) bearing pad (ai 11�
B
GALLATIN COUNTY,NIT
#5AE7 ELEVATION
ELEVATION SECTION B-B Abbreviations: BRIDGER CREEK BRIDGE
ABUTMENT SHEAR BLOCK DETAILS BEARING RECESS DETAIL f.f.=571 face
o,f.=other face
NTS NTS b.f.=both faces ABUTMENT WING WALLS
oN0. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY i DRAWN BY CHECKED BY S CALE PR11EITE A LEADER BRIDGE SHEET DATE SHEET NO.
1.-N I;d-kh I S.M.Ik—dt N.Bell As
J.Schlegd kh IS RG3036-F
L
---------------------------------------------------------- .................................. ------------------------------------------------ --------------------- --------------- ----------—-------------------------------------------------------------------------
.------.------ -.-.--- -------.--.---------------------------------------------------------------
Welded connection spacing:17 Spa. 5�O" 85'-0" 6�0"
See Sheet RG3036-J for welded connection details
P.for diaphragm placement)
Turn back
wing wall(typ.)
Diaphragm Diaphragm
DECK PLAN
14'-0"Clear
48"high welded wire t4" C Dlaphram DIAPHRAGM ANCHOR BOLT
mesh guardrail(typ.)
with concrete diaphragms
Grooved AnIsh
bridge surface
Anchor bolts
rorguardrall
��z 4DE3 Stirrup
bulb-tee derk beams
Diaphragm anchor bolt(typ.) f f, fill face
016DE27 o.f. other face
STATE PROJE
b.f. both faces
�
1 8 spa.@ 9"-5�10 FEDERAL HIGHWAY ADMINISTRATION
#4DE3 SECTION A-A GIRDER PAR77AL ELEVATION WESrERN FEDERAL LANDS HIGHWAY DIVISION
GALLATIN COUNTY,NIT
TYPICAL SECTION
SCALE. BRIDGER CREEK BRIDGE
DECK PLAN DETAILS
NO.! DATE R ISIONS INO.1 DATE JBYJ REMIONS DESIGNE DRAWN BY 1-CPFC-K-ED BY I SCALE IRIIECT TIN UEA1E1 BRIDGE SHEET I D�TE I 1"El 11*
!
-------------------------------'--------------------------------------------------------------
.............................................................. ............................................ ......................................................................... ...............................................................................................
STATE PROJECT SHEET
7'-6"
MT
DOT e6 NUMBER
1 G.9
3'-9" 6"0 blockout
(Interior flange only). :
See RG3036-G GIRDER NOTE
I'/"dr. £Girder for locations.
1.Cast girders V'longer than shown to allow for shortening due to
(typ•) 5 E5 (e toga/) prestressing.
2.See RG3036-1 for clearances of rebar.
to D
3.Adjust reinf.steel as required for the 6"0 blockout through
6" #4GE8 top flange.
(7 total)
#4GE3 rID 12" 21" 1'-7" 1'-9" (tYP•) ry 4.After erection,cutoff lifting loops 1 Inch below top of the flange and
III/with an approved non-shrink grout.
-X"drip groove o
(typ.at outside ^+ 5.See RG3036-G for welded connector spacing and placement.
edge)
#3GE4
#4GE1 #4GE10(2 tot.)_ `o
1"chamfer(typ.)
AT MIDSPAN
NOTE: Straight line m
See RG3036-H for spacing between£bearings.
OF#4GE1GE4. u
£Girder
1Y"dr. ="`
u
#5GE7 N yai L12
#6GE6� (tyP•) #6GE5 6" (8 to[.)
7 I Longitudinal flange key A=estimated camber at erection
#4GE11 J ry` #4GE8 clr. (Interior Aange only). 8 decimated dead k and barrieroad deflection due to
7 total) See RG3036-1.
C=net final camber
Extend transverse #4GE3 12" (typ.)
bars along wing wall
Interface. See #4GE2 'f #4GE9 CAMBER DIAGRAM
i Section A-A on PITS Sheet RG3036-F. #3GE2(typ.)
Repair epoxy coating #3GE4
after field bending with
ASTMA775repair I #4GE10(2 tot.)
TABLE(in.)
material.
1"chamfer(typ.) �. A B C
T, Midspan 2.37 0.32 2.05
AT ENDS
GIRDER A
(GIRDER B MIRRORED) PRESTRESSED GIRDER ESTIMATE
ITEM UNIT GIRDER A&B U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
Concrete CUyd 24.9 WESTERN FEDERAL LANDS HIGHWAY DIVISION
Reinforcing Steel lbs 4712
0.60"0 Strands feet 1887 GALLATIN COUNTY,MT
Abbreviations: BRIDGER CREEK BRIDGE
Note:Quantities shown are for one girder and for Information only.
See RG3036-0 for prestressed girder bar list. f f.=fld face
of.=other face
b.f=both faces p/S GIRDER SECTIONS
NO. DATE BY REVISIONS 1.0.1 DATE By REVISIONS I DESIGNED BY I DRAWN BY I CHECKED By I SCALE I PROJECT TEAM LEADER BRIDGE SHEET DATE SHEET NO.
J.Schicgdl h I S.M.0—dt N.Ed 1^-1-0• J.S<hkgdc kh 9 0 15 111v 2016 RG3036-I
...........................................................----------------.--------.----------.................................................-.-----------------------------------------------------............................----------------------.............................J
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------
SLATE PRO]ECT SHEET
NUMBER
MT DOT 66 1 G.10
Fill l4ng, a
gitudinal Flange keys with high strength non-shrink grout.
eyways moist for 24 hours prior to placing grout.
ghly clean prior to grouting.Water cure keyway grout for
rs or until grout reaches design strength,whichever is greater.
Girder Maast keyways prior to transporting.
0o ocell bacerro 3'a"chamfer '
NOTES:
FLANGE KEY BETWEEN CONNECTIONS FLANGE KEY DETAIL 1. use this detail for reinforcing steel clearances to face
of concrete and fit with prestressing strands.
2. See sheets RG3036-H and RG3036-I for
Reinforcing steel(typ.) all other mild reinforcing and strand information.
Y2" 5" Y2. Y2" 5" ✓ Fill with high strength
non-shrink grout.
1 2%"(typ,) Fill with non-shrin high grout.strength 2-Ye"(typ.) o 0
k
34"x 23'a"x 4"pl. Yi"x 2% x 4"pl. 0 0
I Prestressing strands(typ.)
r
• ry N
_ 2-#4 bars continuous
• across top Flange
(length-6'-23e") o 0 0 0 0 0
2-Y"p L2"x2"x38"
x 3' a x 6"(tyP•J L 2"x 2"x 3e" a tYP•
x 8"welded x 6"(typ,) Y" 1Yz" "
studs(typ.).
ALTERNATE#1 -SECTION A-A ALTERNATE#2-SECTION B-B PIS GIRDER STRAND AND REINFORCING
LAYOUT AND CLEARANCES
Note:Interrupt longitudinal flange key where Scale.,2"-I'0"
welded connections are required.
R
¢#4 bars(typ.)
L 2"x z"x V x 6" " L z"x 2"x Ys"x 6" REINFORCEMENT LAP LENGTHS
i� 0 x 8"welded
$'<'X 2�"X 4"Pl Stud(typ.). BAR SIZE MIN.LAP LENGTH
�"x23'i'x4"ph
#3 15"
A A B • B #4 18"
#5 24"
1T Abbreviations:
L #6 30" f.f.=fl/i face
o.f.=other face
M..=both faces
U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
typ. (typ•) typ' y„ (typ.)
ALTERNATE#1-PLAN ALTERNATE#2-PLAN GALLATIN COUNTY,PIT
BRIDGER CREEK BRIDGE
WELDED CONNECTION DETAIL
GIRDER DETAILS
gNO. DATE 1 BY 1 REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER BRIDGE SHEET DATE SHEET NO.
7.Schk9d.11ch S.M.11 w at N.Bcll Not to Salo 7.S<hlegelmllch 10 o/is MAY 2016 RG3036-3
:.....................------------------------------......................................................................................----------------------------.................................................................................................................
............. ------------*------------------------------------------------------------- -------------------------------------------------------------- ............... ---------------------------------------------------------------------------------------------
!LA- PROJECT
NUMBER
Mi DOT
.E'I, SHEET
G.11
HSS 4"x 3"x post(typ.)
B--j
F'1
3'-6" Edge of
approach slab
HSS4'x3'x-Yd posts
Y2"dla.gaiv.anchor Low-Modulus
bolts with jamb leveling Silicon Joint Sealer
nut and heavy hex nuts,
6"min.embedment.(4 total)
Edg
e
3W
Non-shrink grout 8-
#3REI bars(2 regd.) W Preformed
expansion �4 V Baker rod
joint material
Edge of
wing wall
mSee Detail A DETAIL A
SCALE:NTS
AD Preformed
0.6 -0 .-CI.6
.'..-.: .. expansion
00 joint material
6"roadway aggregate,method 2 Wingwall
-—-—-—-—-—-—-—-—-— ---
Bridge 0 SCALE.,2' 1�0"
SECTION B B
II
Rdwy. Approach slab BEGIN BRIDGE
END
BRIDGE
BEGIN BRIDGE
ni
0 Qj
5 y y4"
rn End wall
610"
#45E2 See Detail B 2'deep hot poured
elastomericjolnt
#4SE3
2 (14 total) #SSE1 Preformed sealant conforming
expansion to AASHTO M282
i 7 joint material
DETAIL B
W2 sealant
A SCALE.,NTS
A
•
X-6" 10 ylen 3 Clr.
6"roadway aggregate, polyethylene
_j I —30 lb double layer
method 2 sheeting felt roofing paper
B
SECTIONA-A —#4BE8 11"spa.
SCALE.,I"=1'-0"
0 B U.S.DEPARTMENT OF TRANSPORTATION
ki FEDERAL HIGHWAY ADMINISTRATION
3" 6 spa. I 1"=5'-6" 3" WESTERN FEDERAL LANDS HIGHWAY DIVISION
#4SE3 top&bottom slab
6,0" GALLATIN COUNTY,MT
95 BRIDGER CREEK BRIDGE
APPROACH SLAB PLAN, TYP.
SCALE:I"-1'-0"
APPROACH SLAB
NO. DATE BY REVISIONS I NO.I DATE I BY I REVISIONS DESIGNED BY I DRAWN BY ICHECKED BY SCALE I PROM TEAM LEADER BRIDGE SHEET DATE I SHEET NO,
S,hlegd kh S.Muk—dt N.B.11 Schlegolmlich 11 a is AY2016 RG3036-K
� I
----------------- .............. ...... ------------------------------- ----------------- ------- ................... ------------------------------------------------------------ ............. .................. ......................
............ -------------------------------*--------------------------------------- -----------------------------------------------------------------------------------------------*-------------------------------------------------------------------------------------------------
EAT, PROJECT SHEET
NUMBER
BEGIN BRIDGE END BRIDGE
Edge of
approach Slab Edge of approach slab
17 spa.CED 6'-0"=102'-0"
Begin radius- Begin radius
A 3
F
See Detail D
I W Wing wall(typ.) A --j Wing wall(typ.) I�0"
6,_011
HSS 4'x 3"x-6"Post
typ.)
2 @ I8'-0",2 @ 2 18'-0
See Detail E Rub Rail Splice Spacing
RAILING PLAN
SCALE. V-0-
4.-,, -2" 7-0"to centerilne of bridge
HSS4"x3"x 6'posts
See Detail A HSS 3"x 2'x Y8'
3- 2"
Edge of base plate "Non-shrink
-0 0
grout n *ITI
See Detail B #3REI bars
N
(2 regd.)
0 0 0.
Edge of
bulb tee- Pipe sleeve assembly
Oversized Flat washers Edge of-/
See Detail C rs bulb tee DETAIL B
61, 1 t j SCALE:2 1 0.
Y2"d1a.bolts with jamb leveling DETAIL A BRIDGE RAILING NOTES:
Edge of bulb tee �e t a e ex nuts
SCALE:2' 1�O"
nut and heavy hex nuts(4 total). 1.Provide structural tubing conforming to ASTM A500
grade B or ASOI. Provide all other structural steel
SECTION A-A railing elements which Includes steel bars,plates,
SCALE:2"=1'-0" and shapes conforming to ASTM A36.
6. 2.Furnish bolts conforming to ASTM 307 Type 1,
5 Via"bottom plate
furnish anchor bolts conforming to ASTM A307.
Furnish nuts conforming to ASTM A563 Grade A.
Furnish washers conforming to ASTM F844.
Y2"schedule 40 #4RE3 bars,(6 regd.)
gaiv.pipe sleeves I-Y, long slotted hole
O Y2"dia.gaiv.anchor bolts 3.Fabricate railing to the horizontal and vertical
with jamb leveling nut and alignment of the structure. Install posts normal to
heavy hex nuts,6"min. IV."long slotted hole grade,
embedment.(4 total)
4.Furnish B.5 gauge(0.155"wire diameter)welded
-0 0 #3RE2 ties 8"o.c., wire mesh fence fabric conforming to ASTM F2453
(6 reqd.) Type 1,with 2"x 2"square mesh spacing.
0 typ.
y 2"dia
with Jamb
_be
Edge of eo 5.Powder coat all rail components after fabrication.
See Section 556.
bulb tee Y2"schedule 40 • O\ G
gaiv.pipe sleeves End pi
OF TRANS
Tack weld(tyD.) U.S.FEDE LDEPARTMENT HIGHWAY ADMINISTRATIONORTATION
14"d1a.x 4'-0"conc.pier WESTERN FEDERAL LANDS HIGHWAY OMSION
(4 regd.)
�� \
DETAIL D 7 GALLATIN COUNTY,MT
SCALE:2"-V-0" DETAIL E
5- dia.holes SCALE:4"-1W
-NOTE: BRIDGER CREEK BRIDGE
DETAIL C This detail similar to bridge railing details
SCALE:2"-1'-0" on Sheet RG3036-M except as noted. BRIDGE RAILING
NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY I DRAWN BY I CHECKED BY SCALE I PROJECT TEAM LEADER BRIDGE SHEET DATE SHEET NO.
S01.gd kh I S.M.rk..rdt N.5.11 A.Shown J.SCN.plmkh 12 d 15 MAY 2016 RG3036-L
------------------------------------------------------------- ................ ----------------------------------------------------------------------------- ---------------------- ...................................................................................
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------- -----------------------------------------------
STATE PROJECt SHEET
NUMBER
j" MT DOT Bfi I) G.13 4"
lul Sy,"tr.r",
H55 post Grind all edges to '
ails 53h" 4" assure proper fit.
)'a"d/a.bolt, Tab flat bars-6"x 1Y."x It/4,
lock washers
HSS 4"x 3"x�6"posts 1 both ends(typ.) welded to H55 post or rail typ. BRIDGE RAILING NOTES:
to bh n d d ille W dge panel1.Provide structural tubing conforming to ASTM A506
1 %6"x fi short tab and drilled'/"dia.holes. Oyu y grade B or A501. Provide all other structural steel
slotted holes fn pl. .bolt flat N railing elements which includes steel bars,plates,
IY, 13/a"and lock washers and shapes conforming to ASTM A36.
both ends(typ.) IT
Pl. 6'x 1.5"x 1.75" n Make splice be 2.Fumish bolts conforming to ASTM 307 Type 1,
top&bottom,locate *NOTE., from Ye"ph furnish anchor bolts conforming to ASTM A307.
to fit Inside H55 calls M W'dia.bolt flat I"gap unless noted otherwise on detail plans. Furnish nuts conforming to ASTM A563 Grade A.
II,I and lock washers Furnish washers conforming to ASTM F844.
welded
gauge,2"square III both ends See railing plan on sheet RG3036-L for splice spacing.
I I I welded wire mesh I (typ') 3.Fabricate railing to the horizontal and vertical
I I I I� RUB RAIL SPLICE DETAILS alignment of the structure, Install posts normal to
6"
III SCALE:2"=1'-0" grade.
4.Furnish 8.5 gauge(0.155"wire diameter)welded
wire mesh fence fabric conforming to ASTM F2453
DETAIL A 4s"d1a.cartage bolt with Type 1,with 2"x 2"square mesh spacing.
SCALE:2"-I'O" flat and lock washers on bottom
S.Powder coat all rail components alter fabrication.
Cont.11 gauge bent I'Y4" r 1 (2)-s'x 2"x 1%"connection plates See Section 556.
plate formed into n edge Ae"x %6"long slotted welded to post
and clamped to mesh panel holes In both connection plates HSS 6"x 2"x S's"rub rail
--- -- --_
HSS 2"x 2"x ye" • ___ ———
DETAIL C 3
v SCALE:4"=1'-0" $
h
g g Slot rub rail With HSS 3"x 2"x'/a"rail
6'-11"to centerline of bridge �/4"x 3"slot opening HSS 4"x 3"x6"post
for connection plates
HSS'3"x 2"x�/e" Cut slot in rub call with
HSS 6"x 2"x Y8" SECTION B-B I Cu x 3"slot opening
cortt,steel rub rail SCALE:4"=1'-0" HSS 4"x 3"x�6"posts I for connection plates
See Detail B
I I G
HSS 4"x 3"x&"posts I
o HSS 4"x3"x-6"posts I w
c 4„ Rub rail on opposite A I '
8.5 gauge,2"square ' side.Not shown for clarity. I
welded wire mesh N
HSS 2"x2"xY" G
HSS 3"x 2"x'/" I
h HSS 3"x 2"x i" I
4" 2" 7'-0"to centerline of brid e I I HSS cont.
6"e l r x�/ra
9 coot.steel rub tall
'� See Detail C
I HSS 3" • _._ __ _ _ ___...._ _ o
Edge of base plate - DETAIL 8
Non-shrink u o = _ _ RUB RAIL ATTACHMENT DETAIL
I grout • :r _ ..._ _...._ -_ _ _ SCALE:4"=1'-0"
P
#3RE7 bars(2 regd.) N
ALI
ry M a - - -- See Detail A
ry
HSS3"x2"X ' U.S.DEPARTMENT HIGHWAY
TRANSPORTATION
N FEDERAL HIGHWAY ADMINISTRATION
#"schedule 40 WESTERN FEDERAL LANDS HIGHWAY DIVISION
gaiv.pipe sleeves Oversized flat washers io
Edge of bulb tee 6" 3/2"dia.bolts with jamb leveling' 2'-0" 2'-0" 2'-0" A GALLATIN COUNTY,MT
-- nut and heavy hex nuts(4 total). 6"nominal
" bulb-tee flange 6'-0"
SECTION A-A RAILING EXTERIOR EL BRIDGER CREEK BRIDGE
EVATION
SCALE.,2"=V-0" SCALE:1 1'-0„
{ BRIDGE RAILING DETAILS
eN0.1 GATE BY REVISIONS N0. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE PRO3ECf TEAM LEADER BRIDGE SHEET DATE SHEET NO.
J.S&119 lmllch S.M61kwar6t N.Bell n�Bnown J.khlegdl fth 13 of 15 MAY 2016 RG3036-M
............................---------------------------------------------------------------------------------------------------------------------------------------------------------------------......................................................................._...._-__•__•__
------------------------------------------------------------------------------------------------------------------------------------------•------------------------------------------------------------------------------------------------------------------------------------------,
REINFORCING STEEL SCHEDULE DIMENSION TABLE STA E PROJECT NUMBER
MT DOT 861) UMB
ABUTMENT FIG&STEM 1&2 TntRl 2
57A
F TYPE. PIN SZ TOCATION' OTT T.F.WITI WF.TORT A A C D F. F G H 7 K 0 R V or N R-
17 Stam Vert Ties D'-SD" 1'•8" 0'-10"
17 Stem Vert 1'-2" 91•3" 0'-0"
17 Stem Horiz Tles STR Stem Horiz STR Fb2 Transv 7'-7" B
STR Ftg Long 18'•7' p STR
5 17 Shear Block Trans 2'-6" 1'•7" 2'S 17 Shear Block Inn 21-6" 4111" 2'•6" TYPE T3
S(lB'1'O'1'AL LBS OPTIONAL LEG
F.NOR'A7.i.S 1&2 TRmI 2
BAR Iv1K SIZE TYPE PIN SZ LOCATION TY LENGTH WFSGHT A B C D E F G H i K O R VorN W B� B 0 H
D A
#4BE1 4 17 Wall Stirrups3'-3" 0'-6" 3'-3" I_
0#5BE2 5 STR Girder dowels 5'•0" 0
#5ea 5 17 Hord,o.f. D'-10" 6'•4" 01•0" TYPE 16
#SBE4 S STR Fbriz TYPE 17 o.f. 6'-6"
#48E5 4 16 Corbel stirrups 0'•6' 110" 0'-9" 1"., O'•SO+h" 0'•30+h" V-7Vz"
#5BE6 S 17 Transwrse 0'-10' 1'-0" O'•0"
#58E7 5 17 Tnmswrze
#48E8 4 52 Slab Anrhor 1'•0" 1'-0" 0'•SO" 0'-8" A D
SUBTOTAL LBS
8 0 D E D B
RTN(.WATJ S 1&2 Tota14 TYPE 52
RAR MK SIZE TYPE. PTN S7. LOCATION TY LENGTH WRIGHT A R C I) F. F C H I K O R V or N W TYPE 6T
#SWES 5 STR Horiz CH
#SWE2 5 STR Vertical Ctrd 5'•7"
#5WE3 5 67 Fillets 01•8" 018" 21•0" 0'•6" 01•8"
SUBTOTAL LBS
3 DIAPHRAGMS Tofid 2
S
BAR MK S177 TYPE. PTN SZ LOCATION T1' T,FNGTH VfF.IGHT A A C O F. F C H i K 0 R V OrN W
#SDES 5 STR Horiz upper
#6DE2 6 STR Horiz Dot 615"
#4DE3 4 17 Stirrups 2'•3' 0'•5" 2'-3'
SUBTOT:'LL. LUS
APPROACH STARS I&2 Tntal 2
BAR V. k S17.R TYPF PIN S7. LOCATION OTY r.FNCTH R'F.TCHT A B C D F. F G H J K O R V OrN W
#SSEI 5 STR Bott slab long 51-7"
#4SE2 4 STR Top slab,long 517"
#4SE3 4 STR Slab T&B,twx 141•6"
#3RE1 3 17 Anchor Bolt Tles V-6" 0'-10" 111" U.S.DEPARTMENT OF TRANSPORTATION
#3RE2 3 T3 Pler Tles 1'•0" 0111^ FEDERAL HIGHWAY ADMINISTRATION
WE
FEDERAL LANDS HIGHWAY DIVISION
#4RE3 4 STR Pier Vert V-6"
GALLATIN COUNTY,MT
SVB'1'O'FAL LBS
BRIDGER CREEK BRIDGE
t
� REBAR LIST 1 OF 2
3 NO. DATE BY REVISIONS NO. DATE 1 BY REVISIONS DESIGNED BY 1 DRAWN BY CHECKED BY SCALE I PROJECTTEAM LEADER 1 BRIDGE SHEET I DATE I SHEET NO,
J.Schlegelmllch I S.Markwardt N.Bell As Shown J.Schlegelmllch 14 of 15 MAY 2016 1 RG3036-N
......................................................................................................................................................................................................................................................................................
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------- --------------------------------"
REINFORCING STEEL SCHEDULE DTMENSTON TABLE STATE PROJECT SHEET
MT DOT 86 1 G.15
(;HLi)ERS(hflm ration Only) Total 2
5*3GE4
SI7T TYPE PIN S7. LOCATION TY LEN(M NF.IOHT A 132'-0'
C D F. F O H J K O R vorN W
4 50 Web Stirrups 0'-6" 1'•1" 0'-4" 0'-0" SO"
3 T9 Web Standees 0'4" 0'4" C
4 4 To Rglwrtransv 0'.0" 2'•OYo" 0'-0- 2'-Oh" 1'-7" 0'-0" 0'-4w 61-4" Y A G
3 14 BotO u tranty 0'•4 0'-0" O'•Slh" 0'•4" O'•3VI' 1-10 B D6 STR Top fig upr transv B
6 STR Ta fl ww mnn A E
5 STR Topfl u r l0
#4GE8 4 STR To fig Iwr Ion TYPE T9
#4GE9 4 SLR Web end l0 12•0" TYPE 50
#4GE10 4 STR 5.t 99 cunt long 32'4"
#4GE11 4 4 But flg ww corm 010" 3'-3" 2'•Oh" 0'-0" 2'-Wh' 1'-7" 01•0. 0'4'/a" 0'•0'
#3RE1 3 17 Anchor Bolt Ties 1'-6" 0'•10" 1'•6" D
A E
SI.'DTOTAL LBS
B
H B C j
H
STR TYPE 14
D OPTIONAL LEG ,
B C D E F B D
A H G
C
TYPE 4 TYPE 17
3
U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WE
FEDERAL LANDS HIGHWAY OMSION
GALLATIN COUNTY,MT.
BRIDGER CREEK BRIDGE
G
3
REBAR LIST 2 OF 2
N0. DATE BY REVISIONS I NO.I DATE I BY I REVISIONS I DESIGNED BY I DRAWN BY I CHECKED BY I SCALE I PROJECT TEAM LEADER BRIDGE SHEET DATE SHEET N0.
J.Schlegelmllch I S.Markwardt N.Bell As Shown J.Schlageimllch IS of I5 MAY 1016 RG3036.0
...............----------------------------...........................................................................................................................................................................................................................................
Note:The quantities shown STATE PRDJECr NUH B a
hereonare ofield oximatents. TABULATION OF DRAINAGE QUANTITIES
hereontr approximate
Mr DOT86l1i R.1
subject
PAY ITEM NUMBER 25101 60201 60 60 60201 60201 60220 60403
-0200 -0400'--0600201 -0800201:-0900=-1000 -4150 -0000
z
W � w
i Oo oa
Station X a(D U U U U U x f^a' Q
QJQ 2 1 6 6 6 6 Q W d y(D a s [
a n REMARKS
? W O O ,v, W c c See below for
{� F �d N °D 1, � N 6'O z_ Y ��i�
w Vf a u numbered notes
FEET CUYD CUYD LNFT LNFr = LNFT i LNFT = LNFT LNFT EACH Lt Rt
1509+25 30
1512+25 0.5 3 28 [ [ [ X/P [
1517+00 0.5 3 € 28 € X/P
m 1528+74 - - LT,Do not disturb
u 1541+50 0.7 1 30 € X/P
1541+96 0.9 4 € € 22 2°RT GS
1545+16 Do not disturb
r 1558+18 RT,Do not disturb
1558+25 0.9 2 € 30 € € X/P
a 1564+82 _ _ RT,Do not disturb
A 1565+25 0.6 1 € 30 X/P
1566+79 T RT Do not disturb
1570+75 0.6 1 € 28 € X/P _
1576+00 0.7 1 6 16 [ i € _ X/P fs7
4- 1579+60 RT,_Do not disturb
4 1579+66 3.1 1 3 32 '. 16°RT X/P [s)
y 1582+25 1.4 1 4 22 X/P_
S - -- --- -----
fs)
s 1588+45 9.3 1 : 14 21 LT GS
1588+50 _LT,Do not disturb
1588+54 LT,Do not disturb
3 1590+03 1.0 14 44 [ X/P
y 1590+45 0.4 5 _ _ --�--, 34--° ` -- -- 35°LT X/P
1592+50 3.4 3 36 X/P
(s1
a 1592+53 14.4 1 26 2°RT GS f21
` 1600+98 2.8 79 102 € _ X/P 11J
1602+97 14.0 3 ` 40 4°RT .GS 1 fz1
F,1603+00 6.8 1 2 - 50 X/P
1610+80 1.8 23 38 i X/P fit
1612+70 21.0 2044 268 2 3°LT C f�1
1612+92 7.6 1655 108 C 2 S 2 p1
1613+07 2.4 34 1 C .-lsl fvl
1619+34 ^RT,Do not disturb
1620+39 0.7 9 € 38 € 34°RT X/P
F
PROJECT TOTAL 3854 18 18 € 602 80 268 : 54 1 108 1 3
Allowable Pioe Material
NOTE: FOOTNOTES: A Aluminum
1.Steel pipe,aluminum pipe and aluminized steel pipe culvert minimum wall thickness f�)Approach road culvert fsf Energy dissipator at outlet. AS Aluminized steel
Is the thickness required by the Std.602-1 fill height table. f�1 Pipe culvert extension. fsf Reuse existing end section. C Concrete
2.See Std.602-7 for acceptable concrete cell class. p1 Construct Inlets.See sheets H.3,H.5, f71 Structural excavation Included in GS Galvanized steel
3.Maintain cover per manufacturers recommendations on all culverts under and E.2. 1612+92 box culvert. P Plastic
III a loading during construction, f'1 Pedestrian underpass.See sheets 11.3-11.4. (blank) Any appropriate material
x/_ Any appropriate material
except_
STATE PRO= SHEET
NUMBER
MT DOT 86(1) M.2
ITEM 20303-3200
REMOVAL OF SIDEWALK, CONCRETE
Station to Station Side Quantity
S YD
1563+42 to 1564+02 RT 42
Total 42
ITEM 20802-0000
FOUNDATION FILL I�1
Station to Station Side Quantity
CUYD
1563+06 to 1564+02 LT&RT 12
Total 12
2
u
ITEM 25101-0400
PLACED RIPRAP, METHOD A,CLASS 4
Station Side I Quantity
CUYD
1562+91 LT&RT 345
Total 34S
ITEM 55901-0000
MEMBRANE WATERPROOFING
fi Station Side Quantity
S YD
1612+92 RT 1 436
Total 436
8
tg`
a
FOOTNOTE:
z ITEM 60501-0000 r»
See sheet H.4.
STANDARD UNDERDRAIN SYSTEM t't "'see sheet H.7.
"g Station Side Quantity
8 LNFT
1612+92 1 RT 1 108
Total 108 TABULATION OF DRAINAGE
QUANTITIES
�O I li I I 1 STATE PROTECT SHEET
NUMBER
I+ MT DOT Bfi I H.3
Inlet '
Existing edge edge Existing I�r1 0 v, I
/ of roadway of roadway "JI
r
W I 18 pipe culvert f New culvert Exfstln9 1
Ir
centerline guardrail
I
.. 1 12+91.94, hI'
a I 7.00 RT I 1612+91.94
$ --------- -----------�-------------- --------- 114.87 RT
.
12'span x 10'Nse �7 ` 1
a I - I I I Exi 'ng edge of
I o precast reinforced
m`
concrete box culvert I } parking lot'
x I y
Inlet
O E
H � _
0
,
I
I I 30"pipe culvert I I I I
o I Existing 24"pipe
culvert
30,pipe culvert I I I SCALE IN FEET
II Ii
� S 0 5 20 25
935 493
g I - ExlstirT roa
..._..__.._ -._........
...._ �....,..1 __.. - L ..... ... ...
930._-_ -.._.-. _ _, _ - ��. -- - .__ ---- - ----- _„ __-._ ...._.._ -'-_ _ - --- ----... .:493
92s—_ ____._._ ___
25
_. _ __ __ \ Sloped erid 49
section(typ.)
4921
c ..._..... Proposed \_
4915
910i ..... - _-�._,...._ ___ ..__�._ .- __ ...491
s 18" .._ _ _:..
\
--- -�-. - - Ivert _ _.-- - -- � .__.... ........ .._. _.-
-- T � St nda u derdrai '- -
905 ..__.. - .... PlPe cu- sse...__. _. _.___ ...._.__.L...._ _. _..._......_... ......... _ _._ L.. . _.. �.._.._._..._..�,.. 490
1— un a fn s [em measu m<n[11 Its I -
900-.__._..._ -._. _ ._..___ ...._.L._J ----.... --__1. L_ I _._.._. ..__ _...._...._. 1.....490
15 0 15 30 45 60 75 90 105 120
NOTE:
PIPE INLET OUTLET
— 1.See sheet H.4 for details. 16 1 2+9 9 2
TYPE,RCInforced Concrete Box SPAN:12ft RISE:TOR N/E/EL:535373.6/1590442.3/4915.26 N/E/EL:535272.1/1590478.8/4909.87 FOOTNOTE: PEDESTRIAN UNDERPASS
8 LENGTH:108 ft WALL THICKNESS:8 In END SECTION: 1-.2 END SECTION: 1:2
2' PIPE SLOPE:0.05 k f TOP/BOTTOM THICKNESS:9 In I�1 see sheet 1.7, DETAIL
.......................................................................................................................................................................... ........... ............................................................................................
EA- IR0.1!-,
Subgrade Mr oor
Install membra
Underpass t Pedestrian underpass waterproofing
,,,Select borrow,"'
In.,,tl,,Il .rf GENERAL NOTES:
w 'r m' ,z
Install membra ro.fin
waterproofing CONSTRUCTION:
ti Detail is for general Information only.
Federal Highway Administration Standard Specifications for
5 Construction of Roads and Bridges on Federal Highway
Standard underdrain Projects,FP-14(U.S.Customary).
system Provide precast concrete box culvert and sloped end sections
conforming to ASTM-CIS77 and to the dimensions,lines,and
grades shown on the plans. Provide shop drawings for review
by the CO. See Section 104.
P.21
DEAD LOAD.
4 (tyo. .. .. .. .....
Concrete:150 lb per cubic foot.
n
24" LIVE LOAD;
4 (typ.) HL-93.
-T
CONCRETE.,
17-4"min. Provide structural concrete,class A(AE)with a minimum
Granular backfill 28-day design compressive strength I'C-4000 psi. Chamfer
all exposed edges i-Inch.
Geotextfle filter,class 1 6"periorated polyethylene
type C(nonwoven)(t,�.) drainage tubing(typ.) REINFORCING STEEL:
Provide reinforcing steel conforming to AASHTO M31,deformed
Geogrid,stabilization(blexial)— (ASTMA615)grade 60. Provide a minimum of2 Inches
concrete cover to the face of any bar.
ELEVATION
SOIL:
Unit weight:135 lb per cubic foot.
6x6'Elbow Factored bearing resistance:1 ton per square foot.
ff
6"nonperforated
polyethylene drainage
6"perforated polyethylene
drainage tubing(typ.) tubing
6`x6x6'Tee
(typ-)
NOTE.
1. See sheet H.2 for underdraln system and waterproofing
UNDERDRAZN SYSTEM 6"perforated p th I e quantities.
drainage tnlngofg;,�en
INFORMATIONAL QUANTITIES
Description Unit Total FOOTNOTE.'
Granular backfill CUYD 139 Provide 12"overlap on seams.
Geotextile filter, Do not Install membrane on exposed surfaces.
class 1,type C SQYD 472 661,
F (nonwoven) Outlet underdraln system In new Inlet located at Station 1612+82.
9 Geogrid,biaxial SQYD 208 1
6
6"perforated polyethylene 'perforated polyethylene
drainage tubing LNFT 287 drainage tubing(typ.)
6"non-perforated 1612+92
LNFr 95
polyethylene drainage
tubing STANDARD UNDERDRAIN SYSTEM PEDESTRIAN UNDERPASS
ISOMETRIC LAYOUT DETAIL NO SCALE DETAIL
N
.................... .............. ....................................................... ................................................ ----------------------- ------ ---------------- ------------------------------ ---------- -------------------...... ...................
......-'----------------------------------------------------------------------- -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
N STATE PROJECT SHEET
NUMBER
Mi DOT 861 H.5
B
3" 3"
W valves; 2 _ — _
Duch S1�e INFORMATIONAL QUANTZTXES
Station 1613+06.94 1612+70.27 1612+81.61
Offset 6.7'RT 7.4'RT 188.6'RT
Pipe size 18" 30" 30"
A ----- - .� A '::,- :... Width(W) 3,_0„ 4,_0" 4,_0"
Depth(H) 2"-5" 4'-Ml," 3'-SW
• '� �'�" Grate Dimensions 3'-4"x 2'-11Y," 4'-4"x 3'-11-Y4" 4'-4"x 3'-11Y4"
N 3 Inlet Concrete,CUYD 1.339 2.786 Z.41Z
o^
a
y'*
B
r
PLAN SECTION B-B
u
T See Detail A 5\/pe,
Dad�a`L pP
1 F Open areas at end of pipes
to be sealed by welding 15$"OD double-extra strong steel pipe
at 6.41 ibslft(ASTM A 53)
Concrete m 2"d/a.solid steel bar at 20.68lbs/ft
m L 23�"x 2'/2"x i§" maybe substituted.
(2 at W required)
•• N
� y
n
' � x
n
............. .
"x 4"stud
shear connector L 2"x 2"x'rb"
holes to be drilled (2 at W required)
6 W varies -, %" Weld NOTE.-
in L 2"x of
Jich pipe y"at
each end of each 1. See Informational quantities for outside dimensions ofgrate.
2. All reinforcing bars are#5 placed a minimum 1$1 Inch clear
from face of concrete.In floors,place bars on 6Inch centers
each way.In walls,place horizontal bars on 6Inch centers
SECTION A-A DETAIL A and vertical bars on 121nch centers.
3. Galvanize grate after fabrication/n accordance with
AASHTO M 111.
4. Alternate methods of anchoring angle Iron will be acceptable
ifapproved.
INLET, FLH TYPE 7B
INLET DETAILS
s
� NO SCALE
.......................................................................................................................................................................................................................................................................................
--------------------------------------------------------------------------------------------------------------------- ------------- --------------------------------------------------------------------------------------------------------------------------------------------------
b STATE A0.0CT SMEET
NUMBER
Mi DOTJE 86 1 M.6
Placed Nprap,method A,
class 2,energy dissipater
Fill slope
catch
B A
Flowline D12 D or 24"(min.)
mFlowl/ne
x �D 6I I
o/z I 18° I I
48" min. Variable rill slo 12"(min.)
eng Placed riprap,method A,
class 2,energy dissipator
Geotextile filter,class I,
PLAN type c(nonwoven) SECTION A-A
(typ-)
D
Placed riprap,method A
P
, ¢
class 2,energy dss/pator �o
Fill slope G\BEd 5 I e Ditch Invert Existing ground
catch �ar`a —— v rr Varia I ti
11"(min.) I
18„ i crmet Geotextile filter,Gass 1, `_' R/pray ditch,method A,
/ eft\\S�oP¢1Bn9 Gass 2,energy dssh�rot type C(nonw(tyP) 3, class 1
I Se^
48"(min.)
———————— RIPRAP DITCH
g I Geotextile filter,Gass 1, 2D or 48"min.
Geotext/le Niter,class 1,J type C(nonwoven)
type C(nonwoven) (h"pJ
(typ•)
ELEVATION SECTION B-B
ENERGY DISSIPA TOR
PIPE OUTLET
NOTE:
1. Place.Nprap/n ditches at 0.12 CUYD/fT.
2. Place geotextile in ditches at 0.56 SQYD/Fr.
3. See sheetD.1 for location and quantities.
4. Grade ditch to define well established flowline.
NOTE; FOOTNOTE:
1. Place riprap/n energy dlssipators at the following rates. (J1 See cross sections.
Outlet Diameter Section Placed Riorao.Method A.Class 2 Geotextile Fi/ter,Class 1.Noe C(nonwoven)
' 12,18",&24" A-A 0.26cuyd/R 0.89sgyd1R - ENERGY DISSIPATOR
12,18",&24" B-B 0.22 cuyd/R 0.78 sgyd/R
AND RIPRAP DITCH
a 2. See sheet H.1 for location and quantity. DETAILS
NO SCALE NO SCALE
.................................................................................................................................................................—-------'---------------------—-------------------------------------------------------------—--------------------=
----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------1-11,11,..........
SHEET
STATE IR01 NUMBER
B2 T 6.T
Al \A2 a4 63
Placed riprap,
method A,class 4
J-.2.
New pedestrian bridge CONTROL POINTS
A3 of A4 NAME NORTHING EASTING ELEVATION DESCRIPTION
86
Var Al 534571.7 1585642.0 479Z6 Top of slope
A2 534585.9 1585654.5 47.91.6 Toe orslope
A
88 65 A3 534572.6 3585656.0 4797.5 Top of slope
A4 534586.8 1585668.5 4791.8 Toe of slope
AS 534568.2 1585695.6 4801.7 Top of slope,tie to existing riprap
Path centerline J
AS 534582.0 1585712.7 4793.3 Toe ofslope,be to existing riprap
al 534638.� Top of slope
1585696.7 4796.6
2 B2 S3462941 1585688.8 4794.1 roe or slope,eage or wildfire path
Placed riprap,method A,class 4
...... 59 w B3 534625.5 1585685.5 4794.2 Top of slope,edge of wildlife path
6 ildlife path 84 534616.2 158S679.4 4791.5 Toe of slope
New
as 534634.2 1585710.1 4796.9 Top of slope
F undatlon fili,o B6 534625.2 1585702.2 4794.2 Toe of slope,edge of wildlife path
4 inch depth
87 534621.6 1585699.0 4794.2 Top of slope,edge of wildlife path
AS B8 534615.9 1585694.0 4791.6 Toe of slope
A6A B9 534627.9 1585727.8 4797.2 Too of slope
510 534623.4 1585764.4 Top of slope,tie Into existing riprap
B11 534618.5 1585758.3 Toe ofstope,edge of wildlife path,
tie into existing riprap
B12 534615.0 I585753.9 Top of slope,edge of wildlife path,
U tie into existing riprap
..........
B13 534609.5 1585747.1 I Toe of slope,tie into existing riprap
V, BI
R1
B1
INFORMATIONAL QUANTITIES
Geotextile filter,
Station class 1,type C(nonwoven)
(SQYD)
293
Existing highway bridge %
Remove existing sidewalk. Replace with
foundation fill,4 Inch depth.
Existing ivjldl/fe"path Existing highway bridge
---4810 -------
New pedestrian bridge
NOTE:
4
Low beam Foundation fill, 1.Extend riprap to existing bridge riprap.
Q1007 -4 Inch depth
4795 OHWV 2.Wrap new riprap embankment slopes to
Q.omeet field conditions as approved.
F 4790 4!
-----------
4785
Q_Scour El.4,788.23 1562+91
0 Geotextile filter, Placed riprap, 100 PEDESTRIAN BRIDGE
class 1,type C(nonwoven) SECTION A-A method A, SCALE rN FEET
RIPRAP LAYOUT DETAIL
(,ryp.) class 4(Typ.) 15 7.5 0 is 30
............................................................ ----------------------------------------- ...... ------------------------------------------------- -------------------------------------- -------------------------------- .........................
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STATE PRO)ECT SHEET
NUMBER
METAL ROUND PIPE CULVERT MT DOTH6t1> H.H
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
STEEL ALUMINUM NOTE:
PIPE 2313"x z/z"CORRUGATIONS 3"x 1"CORRUGATIONS 5"x I"CORRUGATIONS PIPE 2113"x Y2"CORRUGATIONS 3"x 1"CORRUGATIONS 1. When directed,camber pipe culverts upward
SIZE MINIMUM METAL THICKNESS(INCH/GAGE) SIZE MINIMUM METAL THICKNESS(INCH/GAGE from a chord through the Inlet and outlet
DIAMETER COVER 0.0641160.079/140.1091130.138/10 0.168/8 0.064/160.079/140.1091120.l3H/10 0.16818 0.064/160.0791140.109/120.138/10 O,I68/8 DIAMETER COVER 0.060/160.075/140.105/120.135/10 0.164/H 0.060/160.0751140.105/11.135/10 0.16418 Inverts an ordinate amount equal to 1%ofthe
INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE(FEET) INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE(FEET) pipe length.Develop camber on a parabolic
12 12 100 100 100 100 100 12 12 100 100 1 100 1 I00 100 curve.If the midpoint elevation on the
15 12 100 100 100 100 100 15 12 100 100 100 100 100
parabolic curve as designed exceeds the
18 12 100 100 100 100 100 18 12 100 100 100 100 100 elevation of the Inlet Invert,reduce the amount
21 12 100 100 100 100 100 21 12 88 100 100 100 100 of camber or Increase the pipe culvert gradient.
24 12 100 100 100 100 100 24 12 77 97 100 100 100
30 12 1 85 100 100 100 100 30 1 11 1 62 77 100 100 100 71 89 100 100 Z00 2. Fill heights exceeding 100 feet require
36 12 71 89 100 100 100 81 100 100 100 100 36 12 52 64 90 100 100 59 74 100 100 100 special analysis by the CO.
42 12 61 76 100 100 100 70 87 100 100 100 42 12 44 55 77 99 100 51 64 89 100 100 3. The fill heights!n the table are for helical
48 12 53 66 93 100 100 61 76 100 100 100 54 68 95 100 100 48 12 67 87 100 44 56 78 100 100 lockseam and welded seam pipe only.
54 12 T 59 83 100 M75
54 68 95 100 100 48 60 85 100 100 54 18 54 71 88 39 50 69 93 100 Fill heights for culvert pipe with annular
60 12 74 97 49 61 86 100 100 43 54 76 98 100 60 18 57 72 35 45 62 83 98 corrugations are more restrictive than those
66 12 87 44 55 78 100r
39 49 69 89 10o 66 18 58 32 40 56 76 89 of helical lockseam and welded seam pipe.
72 12 80 40 51 71 92 36 45 63 82 100 72 18 45 30 37 55 70 82 Obtain approval before furnishing annular
78 12 37 47 66 85 33 42 58 75 92 78 24 34 48 64 75 corrugation pipe.
84 12 35 43 61 78 31 39 54 70 86 84 24 44 59 70
90 12 32 40 57 73 29 36 51 65 80 90 24 41 62 65 4. Measure minimum cover from the top of the
96 12 38 53 69 34 48 61 75 96 24 38 51 61 pipe culvert to the subgrade for flexible
102 18 36 50 65 32 45 57 71 10224 46 55 pavements,and to the top of the pavement for
108 18 47 61 42 54 67 108 24 42 50 rigid pavements.Measure maximum fill height
114 18 45 58 40 52 63 114 4 45 from the top of the pipe to the top of the
120 18 43 55 67 38 49 60 120 24 40 pavement for both flexible and rigid pavement.
126 18 52 64 47 57
132 18 50 61 44 54
138 18 48 58 42 52
144 1 56 50
METAL PIPE ARCH CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
STEEL ALUMINUM
PIPE ARCH 21/3"x%"CORRUGATIONS 3"x 1"CORRUGATIONS 5"x 1"CORRUGATIONS PIPE ARCH 21/3"x lit"CORRUGATIONS 3"x 1"CORRUGATIONS
EQU!• MINIMUM EQUI- MINIMUM
SIZE ygLENT CORNER MINIMUM METAL THICKNESS INCH/GAGE SIZE VALEN! CORNER MINIMUM METAL THICKNESS INCH/GAGE
SPAN x RISE. DIAMETER RADIUS COVER 0.064 160.079 140.109 110.13H 1D 0.16B B 0.079/I40.109 t70.13H 10 0.16H 8 0.079 t40.109 170.138 10 0.16B H SPAN x RISE DIAMETER RADIUS COVER 0.060 160.075 140.105 13.1351 0.060 160.075140.105 I30.13510
CINCHES INCHES INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE FEET INCHES INCHES INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE(FEET)
0 17x 13 15 3 12 13 17x 13 15 3 11 13
21 x15 18 3 12 12 21 x15 18 3 12 12
g" 24x 18 21 3 12 13 24x 18 21 3 12 13
28 x 20 24 3 12 13 28 x 20 24 3 12 13
T 35 x 24 30 3 12 12 35 X 24 30 3 12 12
E 42 x 29 36 3.5 12 12 42 x 29 36 3.5 15 12
49 X 33 42 4 11 12 49 x 33 42 4 15 12
Si 57 x 36 48 5 12 12 57 x 38 48 5 15 12
60 x 46 54 8 I5 21 21 60 x 46 54 8 15 21
64 x 43 54 6 12 12 64 x 43 54 6 18 12
66 x 51 60 9 25 21 21 66 x 51 60 9 18 21
71 x 47 60 7 12 ��12
73 x 55 66 12 18 20
73 x 55 66 12 18 20 20 81 x 59 72 14 21 17
77 x 52 66 8 12 87 x 63 78 14 21 17
81 x 59 72 14 18 17 F17
95 x 67 84 16 24 17
83 x 57 72 9 12 103 x 71 90 16 24 17
LL 87 x 63 78 14 18 17 95 x 67 84 16 18 17 103 X 71 90 16 18 17 U.S.DEPARTMENT OF TRANSPORTATION
HIGHWAY AOMINISTRA
112 x75 96 18 21 16 Z6 FEDERAL FEDERAL LANDS HIGHWAY TSON
117 x 79 102 18 21 16 16
12 x 63 10 1 24 I6 16 U.S.CUSTOMARY STANDARD
137 x 87 114 18 24 I6 16
142x91 120 18 24 16 16 METAL PIPE CULVERT
s NO SCALE 6TA"DAADAPPW—FORuse11/199t STANDARD
AevtseD:An99a 6/zoos 602-i
............................................................................................................................................................................................................................................---.......................---------------=
---------------------------------- ------------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------------------------------•--------------------------,
STATE PROJEcr SHEET
NUMBER
MT DOT 86(1) M.9
COUPLING BANDS FOR METAL PIPE CULVERT 111
ROUND PIPE PIPE ARCH MINIMUM BAND WIDTH(INCHES)
CORRUGATION ANNULAR HELICALLY SEMI- NOTE:
SIZE 121 DIAMETER SPAN x RISE CORRUGATED CORRUGATED CORRUGATED Band Band 1. Watertight pipe joints are not required unless
INCHES INCHES INCHES BANDS 131 BANDS 141 BANDS 151 specified in the Special Contract Requirements.
11/z x Y1 underdrain(6) 10.5 7 10.5 2. Other es of coupling bands or fastening
" �•.��;• types P 9 9
12 to 36 17 x 13 to 42 x 29 7 11 devices that comply with the joint performance
2�x 42 to 72 49 x 33 to 83 x 57 10.5 12 criteria ofAASHTO Standard specifications for
78 to 84 10.5 12 10.5 Highway Bridges,Division II Section 26 may
36 to 72 60 x 46 to 81 x 59 12 14 10.5 — — — — — — -—-— •- be used.
3x1 78to144 87x64to142x91 12 14 10.5
36 to 72 60 x 46 to 81 x 59 20 22
Sxl 78 to 144 87 x 64 to 142 x 91 20 12 '
f11 Fabricate annular,helical and semi-corrugated type coupling bands from the same metal as SLEEVE JOINT I W
the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses F�"•I
thinner than the thickness of the pipe to be connected,and no thinner than 0.052 inch for Smoother sleeve with center stop.
steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter orbolt: Stab type joint
fie"for 18"round culvert(21"x 15"pipe arch)or less
V2"for 21"round culvert(24"x 18"pipe arch)or more SMOOTH SLEEVE BAND FLAT BAND
121 For helically corrugated pipe with rerolled ends,the nominal corrugations size refers to the
dimension of the end corrugation In the pipe.
131 Use annular corrugated bands with pipes having annular corrugations or with helical pipe Continuous corrugation
having rerolled end to form annular corrugations. A 10.5Inch band is acceptable on around band meshes
pipe ends rerolled with 2313"x'/"corrugations. A 12 inch band is acceptable on pipe ends with second annular
rerolled with 3"x I"pipe corrugations. Band Bolts Band Bolts Band corrugation in pipe end
141 Use helical corrugated bands with pipes having helically corrugated ends.
is] The minimum band widths shown for 3"x 1"and 5"x 1"corrugated sizes apply to 2213"x J/z" III 7
corrugations on rerolled pipe ends.
let Smooth sleeve-type couplers and flat bands maybe used for pipe diameters of 12"or less.
Use a matching metal having a nominal thickness of not less than 0.040 Inch for steel,
or 0.036 inch for aluminum,or a plastic with an equivalent strength to metal.
E
SIDE VIEW SIDE VIEW SIDE VIEW
s Rivet,spot weld,or fillet weld at crest Bolt bar and
of corrugation at heel and toe of angle
� strap connector
E Band Angle Rivet spot weld,or Bolts
fillet weld at crest Bolts
of corrugation at Pipe
' heel and toe of angle
Oval Lug
Pipe Pipe - Band
Bar&Strap END VIEW
Angle Band SEMI-CORRUGATED BAND
Angle Band
Wedge
'�� END VIEW END VIEW U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
Second angle connection optional to 42" Second angle connection optional to 42" FEDERAL LANDS HIGHWAY
Integral Flange Wedge and Strap diameter,required above 42"diameter diameter,required above 42"diameter U.S.CUSTOMARY STANDARD
METAL PIPE CULVERT
z STANDARD BAND CONNECTIONS ANNULAR BAND HELICAL BAND COUPLING BAND
STANDARD PP0.0VlD FOR STANDARD
NO SCALE RevcseD:.n99. At—
U6!33/l99] 602-2
----- ----------------_ . . . . --- . ---- . . . ---------------..................................--•---•-•-------------------........................................................------------------------------------------------------............................ =
-------------------------------------------------------------------------------------------------------------------------------------------------------------- ----- -------------------- ------ .... -----------------------..
— Finished subgrade—IN — — — — — Finished subgrade--�- — — — sTATE PRDJEa -FER
MT DOT 86pl n.io
Roadway embankment Roadway embankment
2H or 12'(max.) 2H or 12'(max.) 2H or 12'(max.) — 2H or 12'(max.)
N
_-- -� BEDDING DEPTH NOTE:
"' •' --/ SIZE(H DEPTH 1 When directed,camber let culverts upward from o chord
through the Inlet and outlet inverts an ordinate amount equal
PIPE 5 ) D H
........ 12"to 54" 4" to 1%of the pipe length.Develop camber on a parabolic
H D: H H = H >54" 6" curve. If the midpoint elevation on the parabolic curve as
...• ... ••••-- —•—••• •• designed exceeds the elevation of the Inlet Invert,reduce the
....—...... ......-- —.—.... .....-- amount of camber or Increase the pipe culvert gradient.
6" 6" 2.H equals the diameter of all round pipe culverts or the rise
Natural min. - (min. ground dimension of all pipe arch culverts.pp
* *
Bedding Natural ground 1//foot of cover, Remove unyielding material H H 3.See Section 704 for bedding and backfrll requirements.
12"(min.),24"(max.) and replace with selected fine S
ABOVE NATURAL GROUND compressible material.Lightly
compact In layers not over
6"In uncompacted depth.
Finished subgrade ON UNYIELDING MATERIAL MINIMUM SPACING
— .—— DIAMETER SPACING
Finished subgrade *Reduce to 18"for See beddin or SPAN
Roadway embankment —� _ 9
Roadway embankment trenchexcavations able 24"
t! depth t UP to 48"
2H or 12'(max.) N 2H or 12'(max.) ry y PIPE BEDDING Half diameter or
'•� .r 2H or 12'(max.)
........... •• 18"(min.) —— 48 and UP span or 36';
trench n ix _Is whichever is less
excavatio....... _ .:y.. xH.—.... .....-- .. H or 36"(max.)for embankment Installations
Minimum spacing
(see table)
Natural ground Metal end section Metal end
Beddln Natural ground section
g 7�'/ Diameter `�\ I'-0" 7�/ Diameter \�\
u Remove unstable material to or Span minimum or Span
ON NATURAL GROUND firm bearing soft and replace f
I with approved granular foundation
$' fl!l material properly compacted ^ —_Toe plate ——R R ——Toe plate
t Finished subgrade —
ON UNSTABLE MATERIAL
Roadwayembankment Original natural ground surface
ELEVA
TION
ON I
0 2H or 12'(max.) ry 2H or 12'(max.) nAmtmc>rAorm nAtvrrmt»gvmnc ngvngR >mvnmc MULTIPLE PIPE INSTALLATION
f •••-•-•• ••- Roadway excavation
•••• H ......•••—• ---•- H � �Flnished subgrade or
e —...... -- embankmtheight A
�� —• •••— befo en
re trench excavation Ir-i Width
E Natural 18"f = ...- ground •—•—•••••• •—
Si Bedding _ •• E
mbankment slope
fABOVE AND BELOWNATURAL GROUND • � lpe culvert
LEGEND: Bedding Culvert end
a, '- treatment —Bedding material(uncompacted) BELOW NATURAL GROUND OR SECTION A-A U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
®Embankment material placed In layers TRENCH EXCAVATION IN EMBANKMENT plug
FEDERAL LANDS HIGHWAY
Piping
not exceeding 6"compacted depth. p g p g U.S.CUSTOMARY STANDARD
g Construct piping plug of impermeable backfrll
Compacted backfrll material placed In layers not A material at the pipe culvert Inlet where METAL AND PLASTIC
exceeding 6"compacted depth.Or lean concrete granular material is used for backfrll.Width may
backflllln accordance with Section 614. be adjusted to tie into impervious material. PIPE CULVERT BEDDING
®Impermeable baCkf!l1 material. PIPING PLUG STANDARD APP0.0VlD FO0.115!SL199J STANDARD
NO SCALE RlVIDM 4/16W 6/]005
oRArT: l6/161" 602-3
%................................................--------------------------------------------------------------------------------'-'-------------------------------'----------...----------------------.................................................... . .....................
STATE PRO]E0T SHEET
NUMBER
CONCRETE ROUND PIPE CULVERT LEGEND: MT DOT 86(1) H.n
FILL HEIGHT AND PIPE CLASS TABLE
PIPE EMBANKMENT TRENCH Bedding material(uncompacted). NOTE:
SIZE
MINIMUM CLASS II CLASS ttt CLASS N CLASS V CLASS II CLASS III CGASS N CLASS V
DIAMETER COVER 1. When directed,camber pipe culverts upwards from
INCHES INCHES MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE IN FEET ® Embankment material placed in layers a chord through the Inlet and outlet Inverts an
12 12 10 10 15 23 18 IS 26 13 not exceeding 6"compacted depth. ordinate amount equal to I%of the pipe length.
Develop camber on a parabolic curve.If the midpoint
18 12 1 10 10 25 39 13 13 31 45 Compacted backrill material placed In layers elevation on the parabolic curve as designed exceeds
24 12 10 10 15 30 15 15 22 40 not exceeding 6"compacted depth,or the elevation of the inlet Invert,reduce the amount
30 12 9 13 15 35 13 16 20 46 lean concrete backfill in accordance with Sect/on 614 of camber or Increase the pipe culvert gradient.
36 12 9 9 20 41 10 13 26 56 Elts,2. Measure minimum cover from the top of the pipe
Impermeable backllll material. culvert to the subgrade for flexible pavemen and
48 12 12 13 26 44 15 16 30 49 to the top of the pavement for rigid pavements.
60 12 15 17 28 44 15 20 32 49 Measure maximum rill height from the tap of the
72 12 13 17 30 1 41 15 20 35 49 pipe to the top of the pavement for both flexible
84 12 13 19 30 15 23 37 and r1g1d pavements.
96 12 13 20 15 24 3. Pipe compaction limits shown are for pipe installation
108 14 15 20 181 26 In an embankment.For pipe Installation in a trench,
A the compaction limits shall be the walls of the trench.
4. Where unyielding or unstable material Is encountered,
Install the pipe culvert according to the limits of pipe
BEDDING DEPTH EmbAelevadon
compaction shown on Standard 602-3.
PIPE SIZE(H) DEPTH
12"TO 54" 4" High w Width S.Maximum rill heights for pipe culvert Installations
may be Increased on approval of site-specific
>54" 6" structural pipe designs meeting the crfterla of
AASHTO Standard Specifications for Highway Bridges.
Finished subgrade or culvert 6. Use Supplemental Concrete Pipe Tie when specified
embankment height Culvert in the contract documents.
Finished subgrade before trench excavation end treatment _
Roadway embankment
Z Limits of pipe compaction Piping plug I SEC770N A-A
$ 2H 2H L.W-
A
$ Construct a piping plug of Impermeable backfill
material at the pipe inlet where granular
•.. _ .......� Compacted material Is used for backfill.Width may be
... .. .. backfill
to springline adjusted to tie Into Impervious material.
H .. x H
.. = PIPING PLUG bo° 60°
E Bedding(See table) Bedding(See table)
Si Concrete pipe tie
g 1'-5"max. holes([yp.)
$ EMBANKMENT INSTALLATION TRENCH INSTALLATION 1'-3"min. Do not Install fastener
over pipe Joint
Tapered holes permitted
1%"dia.hole for when precast
Minimum spacing 1"dia.Joint tie
(See table) _ rA .-.
MINIMUM SPACING_
DIAMETER EMBANKMENT TRENCH ••r .' •r ' U.S.DEPARTMENT OF TRANSPORTATION
1'-0"(min.) 12"-36" 15" 2H FEDERAL HIGHWAY ADMINISTRATION
d 36"-96 0.5H 72" O Ring If required FEDERAL LANDS HIGHWAY
2'-9i'2"max. k U.S.CUSTOMARY STANDARD
OVER 96" 48" 72" .Im
z-6Y2 min. E ° CONCRETE PIPE
N
z MULTIPLE ROUND PIPE INSTALLATION SUPPLEMENTAL CONCRETE PIPE TIE CULVERT INSTALLATION
STANDARD APP0.OVCD FO0.US!13/l99] STANDARD
NO SCALE eemseD:Ansv+ a�°os 602-7
DRAPT• V20,
SiA7E PROJECT NUMBER
MT I DOT 86(5 1.1
ITEM 55601-0900
BRIDGE RAILING,STEEL n1fs,
Station to Station Side Quantity
LNFT
1583+00 to 1587+25 1 RT 420
Total 420
ITEM 61509-0000
DETECTABLE WARNING PANELS fa
Station Qua ti y
1544+54 2.2
1544+98 2.2
Total 5
0
ITEM 61901-0000
FENCE (PEDESTRIAN RAIL)ul
Station to Station Side Quantity
LNFT
1573+50 to 1583+00 1 RT 953-
1587+25 to 1587+50 1 RT 28
Total 981
ITEM 63601-2000
SYSTEM INSTALLATION, LIGHTING
(CROSSWALK) fz,
Station Side Quantity
LPSM
1544+46 RT 1
Total 1
E
>i
G
ITEM 63601-2000 FOOTNOTE:
SYSTEM INSTALLATION, LIGHTING n1 See sheet 1.2.
UNDERPASS n1 f�l See sheets 1.3 and 1.4.
Station Side Quantity f11 See sheets 1.5 and L6.
LPSM f°I See sheet 1,8.
1612+92 1 RT I I fs1 See sheet G.13.
g Total 1
8
TABULATION OF
MISCELLANEOUS QUANTITIES
5
STATE PROJECT SHEET
NUM9ER
MT D0T B61) 1.2
„ Grind
Edge of pathway 6"x 6"
1'
Begin rail station 21 �-� - End rail station Vz"x 8"Bolt,hex nut,
and/ockwasher
PLAN PL W'x 6"x 6"
1.5'min. Rail splice 6'(typ.) 2'-6"
Rail cap See detail
See detail 6"R(typ.)
Concrete foundation
E 2"dia.steel pipe
(typ.) 1.5"dia.steel pipe
Rail anchor
See detail 1'-0"
ELEVATION EARTH INSTALLATION
FENCE, PEDESTRIAN RAIL RAIL ANCHOR DETAIL
Railing post 1 V2"0 Steel pipe railing,
centered on post
-� PL 1W cap plate
(center of pipe)
�- 1.5"dia.steel pipe 6„
g o „i� 1.5"dia.steel pipe
Slip fit(typ.)
I 1 1 _ „ (typ.) 1.5"x 6"bar
1 h"0 x 6"bar(typ•) o slip fit
2'dia.steel pipe
One side only
RAIL CAP DETAIL RAIL SPLICE DETAIL
Bar to
Class A(AE)precast .._._...,. ] i 1 1 1.._.. / Post(typ.)
s concrete retaining `O
wall block(typ.)
�
Non-shrink grout
1
' 4h„ II II FOOTNOTE:
Vi"0 threaded anchor rod ul
with jamb leveling nut and Provide a minimum edge distance of 6 h"each way
heavy hex nut(4 total) from edge of retaining wall block to the center of
the nearest anchor rod.
Bridge railing,steel.See Sheet RG3036-M..I Fence,pedestrian rail
FENCE, PEDESTRIAN RAIL
RAILING TRANSITION DETAIL DETAILS
3 NO SCALE
STATE P0.0]ECT '+MEET
NUM9E0.
Mt OOt 861) 1.3
O
O
LA
I I
—— — J II 111
d I
III i III I / —
_r_._1L_.--
� T \
E r 1545+00 —T -
MT 86 _..._. ... -
I
T
o 2544+46,12'RT
0
+ 1 Install new luminaire l I
m o
__ —_— +
T I-
T-�1
- 2"plastic conduit
I
� I
New under ro nd l]l FOOTNOTE:
se ce ass�m�ly
!1J See sheet 1.4.
SYSTEM INSTALLATION,
LIGHTING (CROSSWALK)
NO SCALE PLAN
STATE VRO]ECT SHEET
NUMBER
MT DOT.1 1i 11.
1201240 Volt service
A WG No.2 V___
Main disconnect
200 amp
Circuit2 Service rated---�� 20am breaker,
12'Mastarm maiamp meter20 amp,2 pole,
Luminaire Twistlock type main single throw
photoelectric Li htninPhotoelectric controlcontrol a resto g !� ,
Photo-electric
Conduit outlet ' control lightpolejounton
body AWG No.14
Field dN ___ _
N tap hole In pole Bare AWG No.6
for 1/2"pipe Light pole Ground rod---_ I
iAuto-off-manual switch
N.E.M.A.Type 3R--I cabinet
INSTALLATION DETAIL FOR 20 amp contactor,
AWG No.6 2 pole,singlethrow
PHOTO-ELECTRIC CONTROL ——— — AWGNo.B
}To luminalre
AWG No.10
To ground lug of
luminalre pole
n #6 bars(8 typ.) 6"x 6"x 10'pressure SERVICE WIRING DIAGRAM
Light pole I ti treated wood post
a
40'Mounting height #4 hoops at Z'centers
Anchor bolt(4 typ.)
Anchor boll circle Service rated
200 amp meter N.E.M.A.Type 3R
2.5"clearance main cabinet
I SECTION A-A 2"conduit body
¢ I 2"Steel conduit
8 5;min. 2"steel conduit,
i 6 max. wiring as required
Grounding lug
"schedule 80 2"Nonmetallic
I plastic conduit with conduit and wiring
No.6 AWG bare ground wire bare AWG No.6 as required
� I �
$$$ 4"x 6"Reinforced Anchor bolts
I handhole and rover Copper grounding strap between �(
anchor bolt con ult(lfinetal), 1201240 volt `3"min.
and No.6 UG bare ground wire underground 18"min.
E service 3.
2. L
6Min.--- coppe
.,:..;.,.;: o ��• copper weld
ground rod
..I'••% Existing ground a w
N
A ':A
FRONT SIDE
UNDERGROUND SERVICE ASSEMBLY DETAIL
1
LUMINAIRE AND LIGHT POLE SYSTEM INSTALLATION,
LIGHT POLE DETAIL CONCRETEDETAIL FOUNDATION NOTE. LIGHTING (CROSSWALK)
1.See Section 636. NO SCALE DETAILS
STATE ROTR0IECT66 SHEET
NUMBER
- Mi D 1 1.5
I
>rI
O / O
a O + � +
i O M
2 R
� l0 4...,-%•-__.—M—-•-%—_.._.%._-—x—_M..,-._...M...-—%—...._X_.......-ram.—x_-.._.Y—_-%.._
1 _L
� 1
18'(typ.) - 1
i
1
� 1 I
c I
I 1
I I
- - ----- --� - - -- - --- - -- - - MT -}' - 9-i -
} I
I j I
150 watt under ass
a �- -o- ->-'-,=` — _...�. �umina/reltyp „--ff- -,,- -a--•,--,�-- -a- -� -rr- ,- _ �,� � _ -rs- _
= I
rr--.-rri--.
g I 1"steel conduit
S
l
E I Reid drill hole In underpass I '
wall for conduit Installation
New underground �I
- service assembly t'l
2"plastic conduit
v r.
€ r
4 —„
FOOTNOTE:
\ r�
«�See sheet 1.6.
I
_ SYSTEM INSTALLATION,
LIGHTING (UNDERPASS)
NO SCALE PLAN
STATE PROJECTNUMB A
MT60T86(j) SHEET
1.6
1201240 Volt serviceMain disconnect
AWG N0.2 200 amp
Circuit breaker,
Service rated 20 amp,2 pole,
200 amp meter single throw
main Lightning
..to,
Bare AWG No.6
Ground rod On-off switch
N.E.M.A.Type 31? To underground
cabinet 1 service assembly
20 amp contactor,
AWG No.6 I 2 pole,single throw
1 steel conduit 01
AWG No.8
AWGNo.j0 �112020 To luminaires
� Underpass luminaie frf
6
SERVICE WIRING DIAGRAM
x 6"x 1 O'pressure
treated wood post
Service rated
200 amp meter N.E.M.A.Type 31?
s main cabinet
9 2"conduit body
2 Steel conduit
5:min. 2"steel conduit,
6 max. wiring as required ELEVATION
-W'schedule 60 2"Nonmetallic
plastic conduit with conduit and wiring
bare A WG No.6 as required
1201240 volt 7—3"min.
underground 18 min.
service 3' 6'Mln.
-y"'x S' 4-1 NOTE:
L coppe—eld 1.See Section 636.
r. ground rod
FOOTNOTE:
FRONT SIDE f'l Place conduit and luminalre directly below bevel.
UNDERGROUND SERVICE ASSEMBLY DETAIL
SYSTEM INSTALLATION,
LIGHTING (UNDERPASS)
NO SCALE DETAILS
STATE FROJER SHEET
NUMBER
Metal chain-link fence post, F Chain link fence MT oor es(il �.i
4 each side,evenly spaced
z
"O x 9"galy.anchor bolts Chain-link fencing post
at approx.18"O.C.around entire
periphery of pipe embedded in concrete.
0
16
E
. Concrete edge
f protection
Box culvert side
h
4"x 4"x W 2.9 wire mesh Concrete edge protection
throughout concrete in
edge protection b o
� II .O.
PLAN VIEW CONCRETE EDGE 1.0'O post
PROTECTION/FENCE L I hole
1.0'
Box culvert
t� TOP
Fill slope—
$ Chain link fence FRONT
a
22
Four metal chain link posts, TYPICAL FENCE POST
evenly spaced each side MOUNTING DETAIL
T
x
II
� I b
_ I
I
III Concrete edge
g. III protection NOTE:
s 1.Install fence at inlet and outlet of pedestrian underpass.
2.All work and materials to construct fencing as shown
are Incidental to item 60220-4150.
PROFILE VIEW CONCRETE EDGE PEDESTRIAN UNDERPASS
s PROTECTION/FENCE NO SCALE FENCING DETAILS
SLATE PR70
Mt
2' Edge of asphalt
2.35"cc 0.4"
SECTION
TRUNCATED DOME
Edge ofasphalt
Truncated dome
2.35"cc DETECTABLE WARNING PANEL PLACEMENT
................... PLAN
...................
Variable Path surface
Detectable waming panel
PLAN Sawcut for smooth,clean joint See typical section
DETECTABLE WARNING PANEL ... ....
WITH TRUNCATED DOMES 6"concrete stab 2'-6" 3"bedding material
DETECTABLE WARNING PANEL PLACEMENT
ESTIMATED DETECTABLE PROFILE
WARNING PANEL QUANTITIES
FOR INFO MA TZON ONLY
ITEM UNIT QUANTITY
Concrete CUYD 1 0.9
Be din material CUYD 0.5
DETECTABLE WARNING PANEL
DETAILS
NO SCALE
NUMBER
STATE PROIEC- SHEET
M( DOT 96 1 1.9
2
E
Profile grade
Proposed surfacing
9 Orlgfnal ground r
6 s .. :•: js
Backfill material �, o =p.0 1.5,(q,P.) Variable
Geogrid,stabilization(typ.) 12'(p.)
Original ground
REINFORCED SOIL SLOPE, TYPE 1 f1j
a
s £ Profile grade
Original ground
Proposed surfacing
9 ^i•caQ�O;. 2'(tyP.)
Variable
n Back fill material �1:'•_o .;,p .. r•
Geogrid,stabilization
o O•.:Q�".-off.
30'(typ.) I Original ground
$ NOTE:
1.See Section C for proposed surfacing.
REINFORCED SOIL SLOPE, TYPE 2!2) 2.See section o for locations and quantities.
f FOOTNOTE:
frl Place three layers of stablization geogrid as shown.
r:l Place stablizat/on geogrld at two foot centers for the
full embankment height.
REINFORCED SOIL
SLOPE DETAILS
NO SCALE
STATE P0.0 ( SHEET
NUMBER
Mr DOT]EG e6 1 1.10
Notch jack legs to a depth
of approximately one-half the
dia.of the log.Provide 6"
min.dia.log for jack leg.
12"
tia ack notch and ensure
6"min. width Is apew eachproximately equal to log dia.
a 24" Assemble as shown.
5 �� 8„ 3 4" 6"min. ed nail
Into each side orive one 6" f the lack through
i notched joint.Clinch protruding
3'-4" � ` a. nail ends as needed. -
16'-6"
JACK AND POLE ASSEMBLY JACK LEG NOTCHING LINE JACK SPACING
8
m
B' Nail end of pole to
E outside of far jack leg. Nall end of pole to
outside of near jack leg.
At points of contact with jacks,notch poles
to a depth providing 3"min.penetration
of the 6"ringed nail into Jack.See detail'A"
5 18'unlrorm length(3"dia,small end)
_ poles.Strip of bark on top and bottom of poles.
$ POLE NOTCHING 16'-6"
Nall end of pole[o Nail end of pole to
Inside of far Jack leg. Inside of near jack leg.
BRACED PANEL
Construct brace every ten pole lengths(180')
NOTE:
1.See Section D for locations and quantities.
3"min.
Mud sills,use on Typical pole notching at jack
swampy ground only FENCE, JACK LEG
fi MUD SZLL DETAIL "A" DETAILS
NO SCALE
STATE PRTO]ECT NUM6ER
MT DO 86(1 ].1
id
2
PRECAST CONCRETE BLOCK RETAINING WALL QUANTITIES
Item 25403-0000 4-inch 8-inch
Bedding Granular 8-inch solid
Precast concrete Structural Geotextile filter, perforated perforated
material backfill outlet
Location Side block retaining excavation (CUYD) (CUYD) class 2,type C drain drain
wall (CUYD)[A 111 [il (SQYD)t 1 Pipe Pipe pipe
(SQFT) (LNFT)[11 (LNFT)[°7 (LNFT)[A
1575+00 to 1575+75 LT 189 40 4
a 1576+50 to 1578+00 LT 301 56 7
>i 1580+50 to 1581+00 LT 242 66 2 1 28 50
1583+00 to 1587+25 RT 5 619 1,957 40 10 236 425 40
1586+25 to 1587+00 1 LT 401 63 7 1 2 42 75
Total 6 752 2,182 60 13 306 125 425 40
8
z
3
F
FOOTNOTE:
en]Quantities for Information only. Actual quantities will vary
depending on the final approved wall design.
c
88
8
TABULATION OF PRECAST
CONCRETE BLOCK RETAINING
5 WALL QUANTITIES
.......... ............. ........ --------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------
SHEEP
STATE I 1- NUMBER
.T .Rol Db 3.2
Class A(AE)
precast concrete
retaining wall
block(typ.)
?
Select granular backfill
(as required by wall design) • •• .7
4 M
Original ground
A A A
'.A
Cr
Wall underdr,Din system,
(where specified)[1.1
E Gotxtfle filter,class 2,V/�e C.
Provide minimum of
l'overtap ot'geotextile
NOTE:
1. See Section 254.
2. See sheet J.I for locations and quantitles.
6. '
:P
3. Baseof wall will be as shown on the wall layout drawing. No steps
12" • I'min. I will be allowed.
4. Base the exact retaining wall heights,top step dimensions,
12" 6"min. Proposed pavement top elevations,and all other necessary final details on
Bedding material structure 14J current cross sections taken In the field by the Contractor and
(leveling course) Include this Information In the final shop plans submitted to the CO.
Granular backrill
5. Cover the outlet of the wag underdrain system pipe with screen
4"perrorated corrugated according to Subsection 605.03. Hold the screen securely In
polyethvIene drainage place with standard coupling bands or by other approved means.
tubingr 7
CUT SIDE PRECAST CONCRETE FOOTNOTE:
BLOCK RETAINING WALL TYPICAL SECTION f1J See sheet J.I for locations and quantitles.
121 Daylight underdrain to ditch line at end of wall.
131 Wall batters steeper than 4V.'IH are acceptable.
141 See Section C.
CUT SIDE PRECAST CONCRETE
BLOCK RETAINING WALL
DETAILS
-------------------------------- ..................................... --------------------------------------------------------------- ----------------------------- ----- -- - - ------- ----------------------------------- ------------------------------- ------- ------
---------------- ......................................................... .........................-------------------------------------- ---------- ................................................................................................ ................
Edge ofpavement
Proposed pavement
Structure 111
\4
Class A(AE)
precast concrete
block(typ)
Select granular backfill
00
(as required by wall design) 0 "A "A
�
Original ground
1. See Section 254.
2. See sheet J.1 for locations and quantities.
Wall underdrain system 3. Top of wall will be as shown on the wall layout drawing. No steps
Geotextile filter,class Z type C.
Provide minimum 0 4. Base the exact retaining wall heighM footIng step dimensions,
looting elevations,and all other necessary final details on
current cross sections taken In the field by the Contractor and
A Include this Information In the final shop plans submitted to the CO.
S. Cover the end of the wall underdraln system outlet pipes with screen
2'Em�'e&i�ent according to Subsection 605.03. Hold the screen securely in place
tgerforated corrugated
polyet y/ene drainage ubing with standard coupling bands or by other approved means.
outlet pipe
t Place outlet pipes at all low spots along wall and
2%min— at a maximum spacing of 100'
Bedding material
(leveling course) 12J Wall batters steeper than 4V.,IH am acceptable.
Granular backfill
131 See Section C.
8"perforated corrugated
polyethylene drainage (41 See sheets G.13 and 1.2.
tubing
FYI L SIDE PRECAST CONCRETE
FILL SIDE PRECAST CONCRETE
BLOCK RETAINING WALL TYPICAL SECTION
BLOCK RETAINING WALL
DETAILS
�-----------------------------------------------------------------------------------------.--'..-
STATE RROJECi NUMBE SMEET
R
MT DOT 86(1) 3.4
iv
Lw
M,a -
_
TOP face ofre[alning..wall _..._...,�,._. -
BEGIN PRECAST CONCRETE - _ ——--—
m BLOCK RETAINING WALL —
END PRECAST CONCRETE,
1575+00,6.1'-LT BLOCK RETAINING WALL
El =4844.23 — 1575+75 6:1 IT
vr...:- (Top 6f Wall) _.._
(Top of
G
17 4880 ; ; ' 4080
4870 ---- ......................... --- ---- ---- ..._ ...- .--- ....... .................. --- ... ............ F,vcMe.grade aC E-, --- ---- -^. ....................... a870
E I Top of rbtalning 0•all profile
� �
a860 n$ Ex!stinO ground
Exlgtin e t�
,
4860gy S
.... ... .... .... .... I .... .... -.-. ._.. _ ._-- Of talrtin�wall-.. .... .... .... .. -.-. .... .......... .......... ------- .......I t ; ; ---- ---- ---- ---- - .... ........... ——
+4.6400%
I
4850 I i 4850
48000% _.-... - . . ...... ............... .... ..... .... .... -... .-._ .-.. ................. .......................... .... ..
4840
J �
}
Base Of retalniAg wall pfpBle
4830
�.-. -.-. ..-. -._. .._. _._. ._-. _._.
4820 ; ; ( ; ; ; ; ; I a820
PRECAST CONCRETE BLOCK
48>a ivorE:' -- --- --- --- --- --- --- --- --- --- --- -- --- --- --- --- --- --- --- --- RETAINING WALL PLAN AND 48 0
1.See 5ectionA4 PROFILE 1575+00 TO 1575+75
n 4800 4800
CUYD
EMB
CUYO
1574+00 1574+50 1575+00 1575+50 1576+00 1576+50 1577+00
A STATE PRO)EC, 'ELT
NUMBEF
MT DOT 86(1) ].5
n
ull
-
.` - 860 ---
� ' — - - -
-- ---- Tap face of retaining wall �
----i----- -----__ 4845_.
BEGIN PRECAST CONCRETE q;qp_ l' -———————_
m BLOCK RETAINING WALL - -
777
1576+50;..6.1'6T_
- _. _
_._
77
(Top of Wall)
END PRECAST CONCRETE
- �- -- -
_,-. ��� BLOCK RETAINING WALL
_....
\ � -El. =4853.75
(Top of Wall)
.........................
,
I ,
aeao
e Top of retaining Eta/l profilq o Profile grade at E;
as7oI ... .... .... .... -•-• 9- -a fac' ...._ -. ^ .. .... . .... -...
•ExlsMn ground h e- •Nar•• stln gra nd;at'�-'-i-'- ae7o
of retaining waN v
.£4860 I r ;................. ... .... .... .... .... .... - --.- ____ --_-. .._- .... .-. .... .... .... ... 4860
z
t
,
+a.6aoo� -o.�aoov
4850
,
, I ; 4650
I ,
4840� ....... I I
Iae$e d � I p� 4840"'-'-'''-""''"""-.•_.__._..__"-"i-"""`"""-'"' "'� ......... of Yet M! wal e' --_"_;-•'-^'1_.._.59�.yG--._.�.._._...,"._-"y"""'....""„""-""-'-'.-.�......-.,.-._...."'_"'
+0 r I I ;
,
48
4830
.-I P
5.
• , , , I i , , ,......................... ---- ----- ---- ---- ----- ---- ---- ........................
aeao '
aeao
PRECAST CONCRETE BLOCK
1 1 ; ; 4111
NorE:; RETAINING WALL PLAN AND
1.See Sectlon 254 PROFILE 1576+50 TO 1578+00
a 4800 4800
n
tle'Uc'
Ma
AAA Yn
1575+50 1516+00 1576+50 1577+00 1577+50 1578+00 1578+50
STATE VR01EC7 SMEEf
NUMBER
0
MT DOT BE(i) ].E
......... _..............
1
00
RAW
4865 _—B11CL-----'— —
—
Top,face of retaining wall ----" - - -.
m —.---- ---_
_ BEGIN PRECAST CONCRETE _——————-
-BLDCIRETAIlVING WALL _
1580+50;7.2'LT '-`— END PRECAST CONCRETE
El. =4863.01 BLOCK RETAINING WALL
` (Top of Wall) / 1581+00,6.5',LT
El. =4864.24'
(Top of Wall)'
r
r ;
4890 ' ' ' '
_... .... .... ...
r
4890
' Top:ofretalning wall profile
g; Profile glade at E:
r r r r r r r r r r
r r
aeeo IExisting------ Around at face _ .__ +M - _-__ ---- _ --- _•_- .........
--- s o _•--_ --- 4880
� r r r r r r r of,rBfa7hm§"wall r r - - ..`- tin4•gro ['�---i-...--...`....---t-......F'
•Exl nd'a
p
r i r r r • r r r
4870 r r r r r .... ..... . ._._ ..... .... .... ... .... ---. _ .... ... .... .... ...... ..... ... ...
• r � r r r r r r r r
r r r r r r r r r r
r r
r r 4870
r r r r
r r r r r r r
_ + a
r
aeeo Ioo;vc
o.000�h aeeo
.... ..................'---..........r........•............_._...._...............+4 - '----. -
c ' '
r
• r r
r r
r r r i _ 485
�4850 r r r _. _... ...r... . .... . ....
.... .... .... ...... .... . .... .... .... ..... . .... ... ....
.... .�.�.�...___�...��.._..----�.......g .. .... .... . .... .... ..... .. .....
R -- — oN. .. .1001 VC 0
m m Base of retal ing wall',profile
r r r r r r r r r
S r r r e r r
4840 ' '
r r r r r
r r r r r r r � r
4
4830
4830 r r r r r r r r r r r r r r r r
r r r r r r r r r r r r r r r
PRECAST CONCRETE BLOCK
-••� NOTE:; RETAINING WALL PLAN AND .---
g 1.See Section 254 PROFILE 1580+50 TO 1581+00
„4810 4810
e CUYD
EMS.
3 CU/D
1579+50 1580+00 1580+50 I581+00 1581+50 1582+00 1582+50
sraTe vaolea sNeET
NUMBER
MT DOT 06(1) J.]
UT
8 ------- R/ —_ — -- -- — —
— --
$ Top face of retaining wall
m BEGIN PRECAST CONCRETE —- _..
r
END PRECAST CONCRETE
BLOCK RETAINING WALL
BLOCK RETAINING WALL
1583+00,6.1' 1587+2756.1'RT
El. =4865.24 -- —_ _
(Top of Wall) _ `� (Top 4875.86
8We)
o ,
,
4960 i i -' ' ' 4960
F
e
4940 i I ' I ........................ 4910
b
4920 .__._ .... _ _._. ... ._. 4920
i
Profl/Agrade at ;Top ofrgtaining t all profile
a9oo a9oo
, ._. _. __.. .__. .._. •---- ............ ..._ .... .-- --- --- _._. _._. ....
Existing grol/nd at E ;
I ,
50'VC
4880
t 4 1 __—___ __ —— 4860
_-_ VC -.-_ -_._ __-. ___........... ____ _._.. ...... -.__
-260''
aea0 .... ... .... .... .... ................................ ............ ....... --._ .._. .. ........ In ground at face........
--- 4840
ofrePain/ng well-
Base ofretafningwaf/po/l/e PRECAST CONCRETE BLOCK
aszo i4OTE:: RETAINING WALL PLAN AND aezo
1.See Sectlon2s4 PROFILE 1583+00 TO 1587+25
a 4800 14800
e
CCUUYD
4 EMS.
$CUYD
1582+00 1583+00 1584+00 1585+00 1586+00 1587+00 1s89+o0
n STATE VROJECT SHEET
NUMBER
MT DOT 86(1) ].8
Co
— RYIN
VI————————— — /
,
———
n ——————---———
---------------
———
ubS ----
- Top face of retaining all
�---- ——————— --.
BEGIN PRECAST CONCRETE"
BLOCK RETAINING WALL END PRECAST CONCRETE
1586+25,6.7'LT
El. =4882.64 BLOCK RETAINING WALL
_ (Top of Wall) 1587+00,8.0'LT
El.=4885.14
— (Top of Wall) �.
a9zo I ; .... _._. _....
.... .......:....... .......:....... ......:..........••--........_..................;..--•--.................................;.................i. .ti. ._.. .... 4920
4910 .... ..... ----. .... ... .... ... ... ____ ____ ____ _•-- ..._ .... .... .... .... ................ .._
4910
E Top of retalnlno wall profile
EJiisting rb
a9oo rofile gkade at
.... ...........m m..:....... ...............:............... .......1.......J-...o�4talning Wall...
;
tf ; ; ; ; ;P '
4900
v .................. •--- -Existlnp grouno;at� ... .-•- --.. .................................
................ .... ...
4890 4890
so,VC
——
4880 _ — __.._._ _ _ _ ____ ........................ .... ... ...
; 4880
--5,23�386_ •- •
__ +2.0800%
—
4870 j
•�_- -�.- _ 4870
s :250'VC -_�m_ •-•-
4860
--•- ----•..:.......:.......:.......:........:........�..._...:---.Basd ofretaiding waN;brofile .......,.......;.........................•--•-•--�-•--...............................
- -... .......
4860
PRECAST CONCRETE BLOCK
; ; ; ; ; 4850
NorE:; RETAINING WALLPLAN AND
1.See Section154 PROFILE 1586+25 TO 1587+00
a 4840 4840
CUYD
9 EMB
S CUYD
3585+So 1586+00 1586+50 1587+00 1587+50 1588+00 1588+50
STATE PROJECT SHEET
NUMBER
MT DOT 66(1) K.1
SUMMARY OF TEMPORARY TRAFFIC CONTROL QUANTITIES
Item Number Description Unit Total
63502-0600 Temporary traffic control barricade type 3 EACH 6
63502-1000 Temporary traffic control cone a 36-Inch EACH 50
63502-1300 Temporary traffic control drum EACH 50
63503-0400 Tem ra traffic control concrete barrier LN FT 200
63509-1000 Temporarytraffic control flagger FXHR 3000
5
N
ITEM 63504-1000
TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN
Sign MUTCD Description Sign size Number Quantity
o Number Number in x in of signs S FT
1 G20-1 ROAD WORK NEXT 2 MILES 36 x 18 2 9
2 G20-2 END ROAD WORK 36 x 18 2 9
3 WI-6 ONE DIRECTION LARGE ARROW 48 x 24 2 16
4 W20-1 ROAD WORK AHEAD 36 x 36 8 72
5 W20-3 ROAD CLOSED 500 FT 36 x 36 2 18
6 W20-3 ROAD CLOSED 1000 FT 36 x 36 2 18
7 W20-4 ONE LANE ROAD AHEAD 36 x 36 4 36
8 W13-1P XX MPH ADVISORY SPEED 24 x 24 4 16
9 1 W20-7 IFLAGGER SYMBOL 36 x 36 4 36
y, 10 1 W3-4 BE PREPARED TO STOP 36 x 36 4 36
11 RI1-2 ROAD CLOSED 48 x 30 2 20
a 12 1 M4-91- IDETOUR LEFT 30 x 24 1 5
13 1 M4-9R IDETOUR RIGHT 30 x 24 1 5
Total 296
S
x
k
x
TABULATION OF TEMPORARY
TRAFFIC CONTROL
5 QUANTITIES
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------- ----------------- -----,
STATE VRO]EGT SHEET
NUMBER
MT UOT B6(I) K.
N
Y
-� �i� ,
� I
"M"Trallhead
°1 Parking Area
---------------
--------------------------
m -----------
------------
�_.
."
(3)Temporary traffic contra;
barricade type 3117
(3)Temporary traffic control - —
.._—
g barricade type3!/L-.... _I .._ �2/W_.._...—...
__ I
—R/W I Drinking Horse Mountain —' \
Trai/head Parking Area \
M4-9L M4-9R
w
� O \
FOOTNOTE:
fil See sheet K.3 for temporary traffic control,barricade type 3
27 and road closure details.
PEDESTRIAN UNDERPASS
ROAD CLOSURE
s DETAIL
NO SALE
..........................------------------------------------------------------...---------------------------------------..........----------------..........................-----------.......----------------------................---------------------...........................:
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------..
�p STATE 7R01ER NUMBER
MT DOT e6 3 K.J
Temporary traffic control,
barricade type 3,
see detail this sheet
N �
a
Mount sign over
R11-2 center barricade
ROAD
CLOSED
s
m tW,0-3
J-
�I ti
g TEMPORARY TRAFFIC CONTROL,
BARRICADE TYPE 3 y
8 ft
o NOTE:
N
1. Signs are shown for one direction of travel only.
Place devices similar to those depicted for the
opposite direction of travel.
2. Adjust location and spacing to meet field conditions as
approved.
3. Conform with the current M.U.T.C.D.edition on all
signing.
4. Mount signs on wood posts.See Standard 635.14.
ROAD S.
Sign colors are as follows.
J-
t00D FT W20-3 Orange background w/black legend
and border.
CLOSED
W20-3 RII-2 white background w/black legend
and border.
z
TEMPORARY TRAFFIC
s CONTROL ROAD CLOSURE
$� NO SCALE DETAIL
......................................................................................................................................................................................................................................................................................
STATE PROJECT SHBTEE
NUMER
MT DOT 86(1) K.4
NOTE:
SIGN SPACING TABLE G20-1 1.Erect all project advance warning signs before starting construction work.
W20-1 W20-1 See Note 21
DISTANCE BETWEEN See Note SO See Note 10 2.Not all details shown on the temporary traffic control sheets may be applicable
ROAD WORK
ROAD TYPE SIGNS IN FEET to this protect.The Contractor may add or delete Information and details In this
NEXT n MILES traffic control plan as necessary to accommodate actual operations.
M5O
ROAD ROAD P rY P
Urban and Rural 30 MPH and less WORK WORK 3. Where advance warning signs,placed as shown,Interfere with permanent signs,
Urban and Rural 35 MPH to 50 MPH XXX)000C )000000( locate the warning signs as determined by the CO for best rsults. Vary
Rural greater than 50 MPH mssags as required.
xpressway/Freeway
R� G 4.Additional or different message signs maybe required to fit the actual
(ptPaN1�G�ab�e1 �,, construction conditions.
G20-2 GE's a�09 5.Install advisory speed plates under the W20 series warning signs as needed to
PD�Peg�9(% Indicate a maximum recommended speed through the construction area.
W16 8F ve END r ROAD woRK �5e 6.Ensure all sign supports exposed to Impact by traffic meet the requirements of
See Note 9 ROAD NCHRP-350 or MASH for crashworthiness.
P
7. Maintain two-way traffic during all non-work hours except as approved by the CO.
AHEAD y 8. Do not store tratTic control devices along the roadway when not/n use. Cover
o post-mounted signs when not applicable.
ROAD NAME
9. If W20-1/s placed on a roadway other than that on which the actual
construction work occurs,Include a supplementary plaque Indicating the name
B of the road on which the construction does occur(applies to major roads only).
Of lw�JeGO P RoaDNwoRK 10 the distance to the work areage on the W20-1 /gns In feet may
mil s�Install AHEAD"or may an additional W20-1 specify
(ee bV th sign when approach speeds exceed 50 MPH. When used place the two W20-1
ROAD 4 0�e P`n� G20-2 signs"B"feet apart according to the Sign Spacing Table.
WORK �o oIKZ ta<R
AHEAD de 11.For work zones that are 2 mils or more/n length,Install G20-1 signs at
5
°a a each end of the project. Show the distance on the G20-1 sign to the nearest
W20-1
whole mile.
v
J��<s y ROAD 12.Ifslgnfng on a roadway under a jurisdiction other than the client agency,verify
e G20-2 C�¢ct WORK that an encroachment permit has been obtained.
END P t �L AHEAD 13. State standards may be used as an alternative/f approved by the CO.
8 ROAD WORK P END W20-1 over
ROAD WORK See Note 9 14. Refer to the Section 635 of the Special Contract Requirements for allowable
ROAD NAME See retrorefiective sheeting types.
a \1 G20-2
a
'e
oe
a
S µ0ad P
aBP W20-1
See Note 10
3 ��PaaG1n9�z ROAD
G Pp�ee 5V9�50 W
l5 W20-1
3 See Nate 10
ROAD W13-IP
WORK (optional) DEDERALRIGWAY ADMINISTRATIONTMENT OF N
XXXXXXX MPH
FEDERAL LANDS HIGHWAY
i ROAD WORK U.S.CUSTOMARY STANDARD
NEXT xx MILES TEMPORARY TRAFFIC CONTROL
See Note 11 ADVANCE SIGNING
STANDARD A11111D FOR US!6/30p5 STANOARD
s NO SCALE ReviseD: 635-1
DMrf: 6/3nla
STATE PROJECT SHEET
NUMRE0.
MT DOT 86(1) K.5
LENGTH AND SPACING TABLE SIGN SPACING TABLE
APPROACH BUFFER SPACE CHANNELIZING DEVICE DISTANCE BETWEEN NOTE:
SPEED' LENGTH TAPER I BUFFER WORK ROAD TYPE SIGNS IN FEET 1. Signs are shown for one direction of travel only. Place devices similar to
AREA SPACE SPACE A B C those depicted for the opposite direction of travel.
MPH FEET SPACING IN FEET Urban and Rural 30 MPH and less 100 100 100
20 115 20 40 40 Urban and Rural 35 MPH to 50 MPH 350 350 350 2. If the area approaching diversion!s not already signed and marked Remove
a
no passing zone,add signing and/or marking as appropriate. Remove
25 155 20-25 50 50 Rural greater than 50 MPH Soo Soo Soo conflicting pavement markings.
30 200 20-30 60 60 Expressway/Freeway 1000 1500 2640
35 250 20-35 70 70 3.If the tangent distance along the temporary diversion Is more than 600',
40 305 20-40 80 80 use an appropriate"Reverse Curve"sign(WI-4)Instead of the"Double
Reverse Curve"sign(W24-1). Install a Second,appropriate"Reverse
45 360 20-45 90 90 Curve"sign(WI-4)In advance of the second reverse curve back to the
50 425 20-50 100 100 original alignment. Use"Reverse Tum"signs(WI-3)Instead when the
55 495 20-55 110 110 diversion has sharp curves with recommended speeds of 30 mph or less.
60 570 20-60 1 120 120 4.If the diversion Is completely within the project limits,eliminate the
65 645 20-65 130 130 "ROAD WORK AHEAD"(W20-1)and"END ROAD WORK"(G20-2)signs.
70 730 20-70 140 1 140
' Approach speed based on the regulatory posted speed, 5. Place channel/z/ng devices outside temporary roadway.
not the advisory speed. - 6. Do not allow equipment,materials,or vehicles to be parked or stored in
the buffer space.
W1-6 Rt.or Lt.
Channellzing devices(drums, See Length and Spacing Table
~ unless otherwise directed by the CO) Mounted on
TAPER AREA BUFFER SPACE Type 3 barricades BUFFER SPACE TAPER AREA
b
� Show markings as no passing
iE
Traffic flow 9�
8
E Traffic Now Bi-
L L L
X r r r
2 C B A A
a ADVANCE WARNING AREA(See Sign Spacing Table)
$ eNo
Dellneators or Use at least the minimum ROAD wORrc
channelizing devices radius for the signed speed
ROAD ROAD along diversion as fora!!diversion curves See N
3 WORK WORK directed by the CO See ore a
W20-1 W20-1 W24-1
g See Note 4 See Note 4 See Note 3
MPH
W13-IP
U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
FEDERAL LANDS HIGHWAY
U.S.CUSTOMARY STANDARD
TEMPORARY TRAFFIC CONTROL
FOR DIVERSION
NO SCALE STANDARD AFPR—FOR—On— STANDARD
Rev DRDAR! V-1 635-4
STATE PRO)ECT SHEET
NUMBER
MT DOT 86(1) K.6
LENGTH AND SPACING TABLE SIGN SPACING TABLE
APPROACH BUFFER SPACE DISTANCE BETWEEN NOTE:
SPEED* LENGTH ROAD TYPE SIGNS IN FEET 1.Signs are shown for one direction of travel only. Place devices similar to
A B C those depicted for the opposite direction of travel.
MPH FEET Urban and Rural 30 MPH and less 100 100 100
20 115 Urban and Rural 35 MPH to 50 MPH 350 350 350 2. Final location and spacing the
and devices may be changed to fit field
conditions as approved by the CO.
25 155 Rural greater than 50 MPH 500 Soo Soo
30 200 Expressway/Freeway 1000 1500 2640 3. For pilot car operation,mount the"PILOT CAR FOLLOW ME"(G20-4)sign
35 250 at a conspicuous location on the rear of vehicle.Prominently display the
40 305 name of the Contractor on the pilot car.
45 360 4.If closure Is completely within the project limits,eliminate the"ROAD
50 425 WORK AHEAD"(W20-1)and"END ROAD WORK"(G20-2)signs.
55 495 5. For night time nagging operation,provide floodlighting at Bagger stations.
60 570
65 645 6. Do not allow equipment materials,or vehicles to be parked or stored in
70 730 the buffer space.
" Approach speed based on the regulatory
posted speed,not the advisory speed.
BUFFER SPACE
(optional)
(See Length and
Spacing Table) Flagger location
Gi
Traffic flow<
g
e Traffic flow 1
r
E -
11 Flagger location
g A
'e
C 8 A BUFFER SPACE VARIABLE TERMINATION AREA
v (See Length and WORK SPACE
2Si ADVANCE WARNING AREA(See Sign Spacing Table) Spacing Table) END
a ROAD WORK
G20-2
a ROAD EE See Note 4
WORK PREPARED
AHEAD TO STOP
5 W20-I W3-4 W20-7
See Note 4
7p()( W16-2P U.S.DEPARTMENT OF TRANSPORTATION
LL FEET (Optional) FEDERAALERAL LAY ADM
HIGHWAY INISTR TION
�a
U.S.CUSTOMARY STANDARD
TEMPORARY TRAFFIC CONTROL
ROAD CLOSURE LAYOUT
z (WITH FLAGGERS)
STANDARD APPROVlD FOR 115E b/3005 STANDARD
NO SCALE Revaeoo 635-5
DAA,T: a,_I
STATE PROJECT SHEET
NUMBER
MT DOT 86(1) K.7
LENGTH AND SPACING TABLE SIGN SPACING TABLE
APPROACH BUFFER SPACE CHANNELIZING DEVICE DISTANCE BETWEEN NOTE:
SPEED- LENGTH TAPER I BUFFER I WORK ROAD TYPE SIGNS IN FEET 1. Signs are shown for one direction of travel only, Place devices similar to
AREA SPACE SPACE A B C those depicted for the opposite direction of travel,
MPH FEET SPACING IN FEET Urban and Rural 30 MPH and less 100 100 100
20 SSS 10 40 40 Urban and Rural MPH to 50 MPH 350 350 350 2. Final location and spacing of signs and devices may be changed to fit field
conditions as approved by the CO.
25 155 20 50 50 Rural greater than 50 MPH 500 500 500
30 200 20 60 60 Expressway/Freeway 100o 1500 2640 3. For pilot car operation,mount the PILOT CAR FOLLOW ME(G20-4)sign at
35 250 20 70 70 a conspicuous location on the rear of vehicle. Prominently display the
40 305 1 20 80 80 name of the contractor on the pilot car.
45 360 20 90 90 4.If closure is completely within the project limits,eliminate the"ROAD
50 425 20 100 100 WORK AHEAD"(W20-1)and"END ROAD WORK"(G20-2)signs.
55 495 20 110 110
60 570 20 120 120 S. For night time flagging operation,provide floodlighting at dagger stations.
65 645 20 130 130 6. For project specific minimum width,refer to the Special Contract
70 730 20 140 1 140 Requirements,Section 156.
" Approach speed based on the regulatory posted speed, Z Do not allow equipment materials,or vehicles to be parked or stored in
not the advisory speed. the buffer space.
m BUFFER SPACE
v (optional)
Device spacing
(See Length and •
o Spacing Table) Channelizing devices
sFlagger location
E
g 10,min,
Traffic flow E- See Note 6
Traffic flow
8
r L L L
L F r
$ Flagger location
C S A TAPER AREA BUFFER SPACE VARIABLE BUFFER SPACE TAPER AREA A
E 50-100 (optional) WORK SPACE (optional) 50'-100'(optlonal)
ADVANCE WARNING AREA(See Sign Spacing Table) (see Length and Spacing Table) TERMINATION AREA
END
o ROAD WORK
ROAD ONE LANE See S N
�
WORK ROAD •�
_ AHEAD AHEAD See Note 4
W20-1 W20-4 W20-7
See Note 4
W13-1P )p()( W16-2P U.S.DEPARTMENT OF TRANSPORTATION
LL R. (optional) FE� (Optional) FEDERAL HIGHWAY ADMINISTRATION
f FEDERAL LANDS HIGHWAY
U.S.CUSTOMARY STANDARD
TEMPORARY TRAFFIC CONTROL
SINGLE LANE CLOSURE LAYOUT
z (WITH FLAGGERS)
STANOARDAPP-0 FOR USF 1/2D05 STANDARD
NO SCALE —11.1D: 635-6
DRAFT: A/201J
STATE PROJECT SHEET
NUM6ER
MT DOT 86(I) K.a
0.75X
X NOTE:
o.2x o.2x
1.Attach sign panels with a minimum oft-Y4"dia.bolts
l; per post.
2. H1 and H2=Overall post length.
Select post lengths to fit field conditions.
6'-12' : }: T.
> 3. D=Post embedment depth for average soil conditions.
w
v See Note 4 4.In areas where lateral distance Is limited,a minimum
lateral offset of 2'may be used. In areas with curbs,
a minimum lateral distance of 1'behind the face of
> a the curb may be used.
5. In pedestrian locations,or in areas with obstructed views,
w use 7'minimum mounting height for main sign
o u E 2 L L = and 6'minimum mounting height for secondary sign.
W W v 2 = N x = 6. Use 7'minimum spacing between posts for sign posts
w = 6"x 6"or larger.
h
7. State standards may be used as an alternative If approved
by the CO.
Break-away holes.
See post detail(typ.)
� O p
SINGLE POST SIGN TWO POST SIGN
g
e
Long side of post 7Local
EWOOD POST SELECTION TABLE tangent
g WIDTH AREA NUMBER POST SIZEr36
HOLE SIZE 93
r "X" (SQFF) OF POSTS (INCH) (INCH)
Diamonds 36" <10 1 4 x 4 0 On tangent alignment 931 200'
E Other Shapes 5 46" 1 4 x 6 1.5 Bottom of sign panel
Diamond 5 48" 10-20 1 6 x 6 2
Diamond 5 48" 10-20 2 4 x 4 0 SIGN INSTALLATION ANGLE
OtherShapes s 12' 20-50 2 4x6 1.5
50-65 2 6 x6 2Post
IT-16' S0-65 3 4x6 1.5
>17' 1 65-95 4 4 x 6 48 2
>30' 1 65-95 3 6 x 6 48 2 , Fleld drill to holes
fhrough post
parallelSee table for hole size
5 �
U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
£ FEDERAL LANDS HIGHWAY
< T U.S.CUSTOMARY STANDARD
u TEMPORARY TRAFFIC CONTROL
SIGN INSTALLATION
z POST DETAIL WOOD POSTS
STANDARD APPROVED FOR USf 6/30P5 STANDARD
No SCALE Rf sfD: 635-14
O,<
STATE 11,T01 SHEET
NUMBER
MT DOT 86 1 L.1
ITEM 63302-0000 SIGN SYSTEM ITEM 1-1 0
Sign MUTCD Location sign size Number Quantity SYSTEM INSTALLATION,TRAFFIC
Number Number Station side Description in x In of signs S FT SIGNAL PEDESTRIAN �1
1 R5-3 1506+35 RT No Motor Vehicles 24 x 24 1 4.00 Quantity
2 W2-1 1513+04 RT Cross Road 18 x 18 1 2.25 Station Side LPSM
3 WSS-15 1513+70 LT Bike Ped Symbol 30 x 30 1 6.25 1544+76 LT&RT 1
W16-7P Arrow 24x 12 1 2.00 Total 1
4 W11-15 1513+99 RT Bike/Ped Symbol 30 x 30 1 6.25
W16-7P Arrow 24 x 12 1 2.00
5 W2-1 1514+67 LT Cross Road 18 x 18 1 2.25
6 W2-1 1527+95 RT Cross Road 18 x 18 1 2.25
7 W11-15 1528+56 LT Bike Ped Symbol 30 x 30 1 6.25
W16-7P Arrow 24x 12 1 2.00
8 Wll-15 1528+89 RT Bike Ped Symbol 30 x 30 1 6.25
W16-7P Arrow 24x 12 1 2.00
9 W2-1 1529+52 LT Cross Road 18 x 18 1 2.25
10 Wll-15 1541+98 LT Bike Ped Symbol 30 x 30 1 6.25
W16-9P lAhead 24x 12 1 2.00
it R1-5 1543+78 LT Yield Here to Peds 36 x 36 1 9.00
12 Wll-15 1544+49 LT Bike Ped Symbol 30 x 30 2 '
W16-7P Arrow 24 x 12 2 '
13 Wll-15 1545+02 RT Bike Ped Symbol 30 x 30 2 '
W 16-7P Arrow 24 x 12 2 '
0 14 D11-1 1545+20 RT Bike Route 24 x 18 1 3.00
M6-1 Arrow 12 x 9 1 0.75
15 DI1-1 1546+00 LT Bike Route 24 x 18 1 3.00
M6-1 Arrow 12 x 9 1 0.75
16 R1-5 1546+07 RT Yield Here to Peds 36 x 36 1 9.00
17 Wll-15 1547+74 RT Bike Ped Symbol 30 x 30 1 6.25
W16-9P Ahead 24 x 12 1 2.00
18 0/2-1 1599+76 RT Cross Road 18 x 18 1 2.25
19 WSS-15 1600+47 LT Bike Ped Symbol 30 x 30 1 6.25
W16-7P Arrow 24x 12 1 2.00
20 Wll-15 1601+58 RT Bike Ped Symbol 30 x 30 1 6.25
W36-7P Arrow 24x 12 1 2.00
21 W2-1 1602+15 LT Cross Road 18 x 18 1 2.25
22 W2-2 1611+42 RT Side Road Symbol I8 x 18 1 2.25
23 1 W2-2 1 1614+42 LT ISide Road Symbol 1 18 x 18 1 1 2.25
24 1 R5-3 1 1620+43 1 LT I No Motor Vehicles 24 x 24 1 1 4.00
Total 118
€ PAVEMENT MARKING QUANTITIES
Item Unit Description Total
Number
E
63403-0400 S FT Pavement markings, e D white i 184
g 63403-0800 5 FT Pavement markings, e H white 688 FOOTNOTE:
fil See sheet L.7.
f2l See sheet L.6.
f31 For information only. Included in Item 63601-1000,
8 system installation,traffic signal(pedestrian).
8
8 TABULATION OF
4 PERMANENT TRAFFIC
5 CONTROL QUANTITIES
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STI- IR011- Z'M'VE R
N T 5.7 6
O
1514+67 LT
W2-1
1513+70 LT
OW11-15
W16-7P
In Y
'p
o zz-"T�`,js
1506+35 RT@ O /1l
R5-3 Crosswalk
1513
BEGIN PROJECT +04 RT
i MT DOT 86C 1Z Q W2-1
BOZEMAN TO BRIDGER
MOUNTAINS TRAIL
1506+35,24
1513+99 RT FOOTNOTE:
Wll-15 W16-7p 11l See sheet L.7.
RI See sheet L.5.
N
_ N /\ O
kA +
1529 52 LT
1528+56 LT W2-1 W11-15 @ MT 86 Crosswalk f21 W1 6-7P
OCrosswalk
1527+95 RT
@W2-1
1541+98 LT 1543+78 LT 1544+49 LT
( W11-15 0 R1-5 @(2 -15 W16-9P (2))WW 1116 7P
1528+89 RT PERMANENT TRAFFIC
@Wil-15
W16-7P CONTROL PLAN
1506+35.24 TO 1545+00
.......................................... -------------------- ------------- ------ -------- .............................. ............. ...................------------------------------------------------------------------------------ .......
--- __ - --- _ ---' _ --- _ _ _ _ ---- ---- _ ------'------------_ '' ------' '' ---_'------'--' ------
1614+42 LT
END PROJECT MT DOT 86(l
MOUNTAINS TRAIL
41,
1620+39.01
1620+43 LT
PERMANENT TRAFFIC
CONTROLPLAN
.................... --------------------------------- -------- ------- ------ ------ ------------- --------------- ----------------- ----------- ------------------- ----------------------------------------------------------------------------- -------- ..................
STATE PROJER 5MEET
NUMBER
MT DOt 661) L.5
+Ln
Q
1 f (ii
m 1545+02,8'RT
T \ Install trafflc sign!
� I �(pedestrian)assembly Ol _
i
1545+00
1544+97.9 --
1
T
MT86
. ---. .....___.__ Crosswalk r2l
Detectable warning panel(tYPJ PI
1544+53.9
x o I
rh
0
_ _ 1544+49 8'LT
Install trafflc signal
(pedestrian)a mb/y l' —
Ln
r"__'--.vim-_..
x
FOOTNOTE:
See sheet L.6.
111 See sheet L.7.
_x—...�_-_ �v.r..—,.—�x��x——x——._"-..____;..__ !3l See sheet I.B.
MT 86 CROSSWALK
DETAILS
NO SCALE
STATE RRO]ECi ET
NUM6SHEER
MT DOT e61) L.6
2
Solar panel energy source
a #6 bars(8 typ.)
Pole-mount radio network ti
controller #4 hoops at 1'centers
/ R10-25 Pedestrian\ \
/ push button sign \ Anchor bolt(4 typ.)
9" \\ Anchor bolt circle
(2)W11-15 Warning signs N 2.5"clearance
E I SECTION A-A
I 12" 9UITON 10 I
i1RN ON
WARM i (2)Rectangular rapid Flashing
beacons with clear lenses and
amber LED's
\ / rV
o \ / Ae N No.6 AWG bare ground wire
�<
\ (2)W16-7P Supplemental plaques
Anchor bolts
J Copper grounding9 strap between
anchor bolt and No.6 A WG bare
ground wire
e �
a � �
g 7 \\ Pedestrian pushbutton and
R10-25 instruction sign 7' n
4.5"OD Standard steel pipe(t p.) \ g
V V M
3'-6" v
Cast aluminum base(typ.) Landing
Landing A A
6"concrete slab
e 3"bedding material �,,,r:.+..ire:.x..,...vf` ,.,:..:....,:.vr:.:.:r:[' F 2�=-"-I
CONCRETE FOUNDATION
DETAIL
s FRONT SIDE
TRAFFIC SIGNAL (PEDESTRIAN)ASSEMBLY
s NOTE:
ESTIMATED LANDING 1.See Section 636.
QUANTITIES
FOR rNFORMATION ONLY
ITEM UNIT QUANTITY SYSTEM INSTALLATION,
oncreteCuY TRAFFIC SIGNAL
�, Bedding material Ny NO SCALE (PEDESTRIAN) DETAILS
SPATE PROTECT SHEET
NUMBER
Mi DOT B61) L.)
2
50,
Yield line markings
See detail
E
Pavement markings,
type► type D,white(public white M T t)�86 only)
N ►
- Crosswalk markings
E 50, I See detail
CROSSWALK MARKING DETAIL
MT 86 CROSSWALK DETAIL
Ll s
r -IrL
3' 1TV1,,_
Pavement markings,
type D,white(typ.)
E
g
2 Crosswalk markings 2 See detail YIELD LINE MARKING DETAIL
PUBLIC STREET CROSSWALK DETAIL
g PAVEMENT MARKING
DETAILS
NO SCALE
STATE PR07ECT ET
W NSHEUMBER
W X=4 ft(min.) MT DOT 86(1) L.8
Saw cut notch full width Long side of post X=5 R to 12 ft(max.)
of post. Omit notch for { 0.2X 0.6X 0.2X
single post Installations �I maximum NOTE:
' 1. TraHlc barter protection Is required for all posts larger than
G�i m 6"x 8"when located within the clear zone or If the post
�- Bottom of sign 3 a 3 ;I; ;; !s vulnerable to being struck when placed outride the clear zone.
Notch depth(where required) _� w o v a ,
(See Post Selection table) i a 2 c d 2. H,thru H.indicate overall post length. Select post lengths to
N N
fit field conditions.
> 3. D Is the minimum post embedment depth for average soil
y w m m Same post size
conditions. See Wood Post Selection Table below.
W W W W
post Elevation at edge N S Elevation at edge = N 4. Z/s the height from ground line to mid-height of sign at the
of traveled way of traveled way T longest post.
S.For the purpose of post selection X and Y are as follows:
Field drill hales through -Single sign,or back to back signs: X and Y are the overall
9 dimensions of the signs.
'v post,parallel to sign face. -Multiple sign installations: X and Y are the dimensions of a
iSee table for hole size ^ rectangle enclosing all the signs.
Finish ground line Backfll/material 0 y Backffll material
°v 3"minimum .�. 3"minimum
all around(typ.) all around(typ.)
lock nut �6"oversized washer
L SINGLE POST SIGNS TWO POST SIGNS -,6"nonmetallic
oversized washer
POST DETAIL (1'1"outsidedia.) __ _� �6"bolt
Direction of traffic flow MINIMUM DISTANCE TO SIGN
Lateral Mounting
o a Location Offset W Height V
Rural Districts Eft 5 R
Business or 2 ft 7 ft I
SIGN INSTALLATION ANGLE Residence Districts from curb
°s For all retroflectorized signs V may be reduced by 1 foot in rural districts for
ns where W>25'
9 a secondary sign mounted below another sign.
"bolt[hru the post
W
X=10 IT(min.)to
18 R(max.) TYPICAL MOUNTING FOR
21LX I 0.35x 0.35x 0.15x x-141T(min.)to SIGNS WITHOUT ANGLES
€ 22 ft(max.)
>, 0.125X 0.25X 0.25X 0.25X 0.125X
WOOD POST SELECTION TABLE
POST NUMBER OF POSTS Notch
w SIZE 1 1 2 1 3 1 4 p depth
hol
(inch) Product of X-Y-Z In CUFT diameter
E � 4 x 4 80 155 235 310 3'-0" -
;; ;�; 1�; ;�;
> Same post size 3 4 x 6 180 385 545 725 4'-0" 1.Y
w W c 6 x 6 235 475 710 950 4'-0" 134"
Elevation at edge S '0 6 x 8 300 850 1280 1700 4'-0" 21/z"
of traveled way = N yL° h 6 x 10 385 1180 1170 2360 5'-0"
= c = = 8 x 10 575 1610 2410 3215
> 5'-0"
c m = N x 8 x 12 775 2310 3465 4620
Same post size
r w w Values sho are the maximum permitted. If the product of XYZ
- Elevation at edge exceeds the wn limit for the largest post use steel post Installation.
Backfill material of traveled way U.S.DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
WESTERN FEDERAL LANDS HIGHWAY DIVISION
Backfl/l material U.S.CUSTOMARY DETAIL
o a 3"minimum PERMANENT SIGN
3"minimum '� all around(typ.) INSTALLATION
all around(typ.) WOOD POSTS
THREE POST SIGNS FOUR POST SIGNS DEMILAPP-D MR USE I0/2DD9 DETAIL
- NO SCALE Revc9ED: W633-7