HomeMy WebLinkAbout07- City Construction Agreement and Special ProvisionsMontana Department of Transportation Jim Lynch, Director
~~~~~ Brian Schweitzer, Governor
Butte District Office
3751 Wynne Avenue
PO Box 4106
Butte, MT 59702-3068
January 8, 2007
City of Bozeman
P.O. Box 640
Bozeman, MT 59715
Subject: STPP 50-2(43)89 MAIN ST. - BOZEMAN [4312]
CM-STPP 1299(14) CITYWIDE SIGNALS - BOZEMAN [4555]
Enclosed, please find two copies of a City Construction Agreement which we are
requesting you sign at your earliest convenience but no later than February 23, 2007. We
ask that the City Clerk subscribes his name to the recitation and resolution, and places the
seal thereon for each agreement.
Please return the two signed copies of the agreement to this office so they can be signed
by the proper MDT officials, after which we will return one copy.
We are also sending two sets of plans and request that one set be signed by the Mayor on
the title sheet and returned to this office. The second set is for your records.
~ ~~
.~w'-Jeffrey Ebert, P.E.
Butte District Administrator
Attachments
cc: District File
An Equal Opportunity Employer
Phone: (406) 588-9562 TTY.' (800J 335-7592
Fax.' (406)586-5202 Web Page: www.mdt.state.mtus
Q:CPSTD:120.DOC
Rev. 11 /18/05
CITY
CONSTRUCTION AGREEMENT
STATE-MAINTAINED ROUTE
THIS AGREEMENT is made and entered into by and between the State of Montana, acting by
and through its Department of Transportation, hereinafter called the State, and the City of
Bozeman, a Montana municipal corporation, hereinafter called the City.
WITNESSETH THAT:
I. WHEREAS, the State proposes to construct and/or reconstruct a certain highway in and
through the City, the construction being known as Federal Aid Project Nos. STPP 50-2(43)89
and CM-STPP1299(14), and
WHEREAS, the construction will be over and upon MAIN ST. - BOZEMAN and
CITYWIDE SIGNALS - BOZEMAN, and
WHEREAS, the State desires to receive Federal funds to construct the highway, and
WHEREAS, the Federal Highway Administration (FHWA) of the U. S. Department of
Transportation will not participate in the construction until and unless the City agrees to certain
conditions, hereinafter set forth, and
WHEREAS, this document must be duly executed and on record with the State and
FHWA before the work contemplated can be awarded to contract, and
WHEREAS, the City, hereby concurs in the designation of the highway which was
designated under Section 60-2-110, MCA, and
WHEREAS, the City desires to have the construction done, the City deeming it to be a
valuable and beneficial consideration,
II. NOW, THEREFORE, for and in consideration of the premises and of the agreement
herein contained, the parties agree as follows:
(1) The City agrees to conform in all manner and respects to Chapter 8 of Title 61,
MCA, and will not take any action, by enacting an ordinance or otherwise, in contradiction of the
traffic laws in Chapter 8 of Title 61, MCA, with specific reference, but not limited to, the following
matters:
(a) Installing any signs, signals, or markings not in conformance with the
Standards approved by the FHWA pursuant to 23 USC 109(d).
(b) Establishing a speed limit less than twenty-five (25) miles per hour in any
urban district, as defined in Section 61-1-410, MCA, on the highway.
(c) Establishing a speed limit of less than thirty-five (35) miles per hour
outside an urban district as defined in Section 61-1-410, MCA, on the highway. The City will
1
Q:CPSTD:120.DOC
Rev. 11 /18/05
modify or alter such established speed limits on the highway after a traffic and engineering
investigation is made at the request of the State.
(d) Erecting any markings, sign, signal or traffic control device that will give
preference to local routes which intersect with the highway and no sign, signal or traffic control
device will be erected or constructed, nor shall the establishment or modification of any speed
zone, parking regulation or traffic marking which will affect traffic on the highway be made
without express written permission of the State, and then only after proper traffic and
engineering study indicates that such markings, sign, signal or traffic control device is required.
(e) Erecting any lighting on the highway without express written permission of
the State, and then only after proper traffic and engineering study indicates that such lighting
devices are required. The plans for such lighting installation shall be approved by the State
before erection.
(f) Not requiring the stopping of all traffic at all intersecting streets, alleys and
driveways before entering the highway. Where the City considers that such traffic control
creates a hazardous situation, it will request a traffic and engineering study by the State. The
State, after the study, may authorize express written modifications in the traffic control devices
as may be in the public interest from a safety and convenience standpoint.
(g) Prohibiting parallel parking on the highway; and
(h) Allowing stopping, standing or parking of a vehicle in a place prohibited
by §61-8-354, MCA.
(i) For lighting projects inside of incorporated municipalities, the cost of
operation and maintenance of the lighting shall be paid by the State; however, where an existing
lighting district, which is paid for by a city, town or special improvement district, is replaced or
upgraded, the city, town or special improvement district shall continue paying the amount of the
previous payments toward the cost of operation and maintenance of the new or revised lighting
system. If and when the cost of energy or maintenance is raised by the utility company, the city,
town or special improvement district shall pay their proportionate share of the rate increase.
(2) The State, after a traffic and engineering investigation of any speed zone,
parking regulation or traffic control device, may require the City to modify or remove such
existing speed zone, parking regulation or traffic control device upon the highway.
(3) In addition to the specific signs, signals and traffic control devices which may be
shown on the plans, further restrictions as to parking, stopping and speed limits are set forth in
the attached drawing labeled "Exhibit A," said exhibit being part of this agreement.
(4) The State will retain the authority and responsibility for issuing approach and
encroachment permits onto, upon or over right-of--way of the highway by anyone.
(5) Should the City incorporate beyond the present city limits, and such newly
annexed area include portions of this Federal Aid Project not now within the city limits, then this
agreement, by reference herein, will also apply to the newly annexed area.
(6) The City has reviewed and approved the plans.
2
Q:CPSTD:120.DOC
Rev. 11 /18/05
(7) The City will continue to enforce the ordinances, laws and/or regulations
necessary and essential for the operation of the improvements as planned.
(8) All signs required to enforce City ordinances shall be maintained by the City.
(9) The City shall maintain or cause to be maintained the sidewalks bordering the
project.
(10) The City will continue adequate engineering capabilities to ensure that a
continuing traffic engineering function is carried out on said project.
III. During the performance of this Agreement, the City, for itself, its assignees and
successors in interest, agrees as follows:
A) COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 FOR
FEDERAL-AID CONTRACTS
(1) Compliance with Regulations: The City shall comply with all Regulations
relative to nondiscrimination in Federally-assisted programs of the Department of
Transportation, 49 Code of Federal Regulations, Part 21, as they may be amended (hereafter
referred to as the Regulations), which are incorporated by reference and made a part of this
Agreement, even if only state funding is here involved.
(2) Nondiscrimination: The City, with regard to the work performed by it
during the Agreement, shall not discriminate on the grounds of sex, race, color, or national
origin in the selection and retention of subcontractors, including procurement of materials and
leases of equipment. The City shall not participate either directly or indirectly in the
discrimination prohibited by 49 CFR 21.5.
(3) Solicitations for Subcontracts Includina Procurements of Materials and
Equipment: In all solicitations, whether by competitive bidding or negotiation by the City for
work to be performed under a subcontract, including procurements of materials or leases of
equipment, any potential subcontractor or supplier shall be notified by the City of the City's
obligations under this Agreement and the Regulations relative to nondiscrimination.
(4) Information and Reports: City will provide all reports and information
required by the Regulations, or directives issued pursuant thereto, and permit access to its
books, records, accounts, other sources of information and its facilities as may be determined
by Department or the Federal Highway Administration (FHWA) to be pertinent to ascertain
compliance with Regulations or directives. Where any information required of the City is in the
exclusive possession of another who fails or refuses to furnish this information, the City shall so
certify to the Department or the FHWA as requested, setting forth what efforts it has made to
obtain the information.
(5) Sanctions for Noncompliance: In the event of the City's noncompliance
with the nondiscrimination provisions of this Agreement, Department may impose sanctions as it
or the FHWA determines appropriate, including, but not limited to,
(a) withholding payments to the City under the Agreement until the
City complies, and/or
3
Q:CPSTD:120.DOC
Rev. 11 /18/05
(b) cancellation, termination or suspension of the Agreement, in
whole or in part.
(6) Incorporation of Provisions: City will include the provisions of paragraphs
(1) through (6) in every subcontract, including procurement of materials and leases of
equipment, unless exempt by the Regulations or directives issued pursuant thereto. City will
take such action with respect to any subcontract or procurement as the Department or the
FHWA may direct to enforce such provisions including sanctions for noncompliance: Provided,
however, that in the event City is sued or is threatened with litigation by a subcontractor or
supplier as a result of such direction, the City may request the Department to enter into the
litigation to protect the interests of the State, and, in addition, the City or the State may request
the United States to enter into such litigation to protect the interests of the United States.
B) COMPLIANCE WITH THE MONTANA GOVERNMENTAL CODE OF FAIR
PRACTICES, §49-3-207, MCA
In accordance with Section 49-3-207, MCA, City agrees that for this Agreement all hiring will be
made on the basis of merit and qualifications and that there will be no discrimination on the
basis of race, color, religion, creed, political ideas, sex, age, marital status, physical or mental
disability, or national origin by the persons performing the Agreement.
C) COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (ADA)
(1) City will comply with all regulations relative to implementation of -the
AMERICANS WITH DISABILITIES ACT.
(2) City will incorporate or communicate the intent of the following statement
in all publications, announcements, video recordings, course offerings or other program outputs:
"City will provide reasonable accommodations for any known disability that may interfere with a
person in participating in any service, program or activity offered by the City. In the case of
documents, recordings or verbal presentations, alternative accessible formats will be provided.
For further information call the City."
(3) All video recordings produced and created under contract and/or
agreement will be closed-captioned.
D) COMPLIANCE WITH PARTICIPATION BY DISADVANTAGED
BUSINESS ENTERPRISES IN DEPARTMENT OF TRANSPORTATION FINANCIAL
ASSISTANCE PROGRAMS, 49 CFR PART26
Each Agreement the Department signs with a City (and each subcontract the prime contractor
signs with a subcontractor) must include the following assurance:
"The City, subrecipient or subcontractor shall not discriminate on the basis of race, color,
national origin, or sex in the performance of this contract. The City shall carry out
applicable requirements of 49 CFR PART 26 in the award and administration of DOT-
assisted contracts. Failure by the City 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.
4
Q:CPSTD:120.DOC
Rev. 11/18/05
IN WITNESS WHEREOF, the Director of Transportation or his authorized representative has
signed on behalf of the State of Montana and the Mayor of the City of Bozeman on behalf of the
City, has signed and affixed hereto the seal of the City.
DATED this day of , 2007.
STATE OF MONTANA, DEPARTMENT OF TRANSPORTATION
Jim Lynch
Director of Transportation
By
Administrator -Engineering Division Approved for Legal Content
ATTEST:
City Clerk
CITY OF Bozeman
C ~ ,rv~ a. ~acJef 'i~y~o~
I, ,Clerk of the City of Bozeman hereby certify that the
above agreement was regularly adopted by the City Council at a meeting held on the day
of 2007; and that the Council authorized the Mayor to sign this
agreement on behalf of the Council.
(Signature)
5
By
Q:CPSTD:120.DOC
Rev. 11 /18/05
RESOLUTION
It is hereby resolved the Council of Bozeman that the City Agreement of Federal Aid Project
Nos. STPP 50-2(43)8 and CM-STPP 1299(14) with the State of Montana, acting by and
through the Departmen of Transportation, is adopted by this Council; and the Mayor of
Bozeman is hereby emp ered and authorized to execute said Agreement on behalf of the
Council.
DATED this day of , 2007.
ATTEST:
(Councilman)
uncilman)
(City Clerk)
(Counci
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
6
"EXHIBIT A"
0
N
> ...............;, ... ,~,. -q MIO-BLOCK CROSSWALK
` ` 'N' INDICATES NO PARKING:
E~~.
~ STOPPING, OR STANDING
s ~ * ZONES.
N * 20' ON THE APPROACH
?~+' , ;
~:.
TO A CROSSWALK.
`
,
'J~~~ Y
0 ~ 30'ON THE APPROACH TO
Z
a
W
* ED
A STOP SIGN OR SIGNALI
INTERSECTION.
~ o
~y~3i~a ~E ~ ° ~~ ~ ~', N N CROSSWALK
j~ ~ i 5g~'`:'~q `~ I`'
~~ t~9{E~@~ t&~E~F ~}~~~f ~~ (MARKED OR UNMARKED)
1 SIDEWALK
2j _ O ItE _
I ~
~ 20
I
30' * 1 I
~
SIDEWALK ~
"
i<.
'O
'
,
J~V
0 W
.~
::Y"~n"'..3~ .
'~ y
~e~,.s ~, .:r=«. <g.. ~~:..
d.
FIRE HYDRANT
w
NO PARKING ZO NES
As Defined by
MONTANA VEHICLE CODE
Prepared by Department of Transportation
Q:CPSTD:120.DOC
Rev. 11 /18/05
CITY
CONSTRUCTION AGREEMENT
STATE-MAINTAINED ROUTE
THIS AGREEMENT is made and entered into by and between the State of Montana, acting by
and through its Department of Transportation, hereinafter called the State, and the City of
Bozeman, a Montana municipal corporation, hereinafter called the City.
WITNESSETH THAT:
I. WHEREAS, the State proposes to construct and/or reconstruct a certain highway in and
through the City, the construction being known as Federal Aid Project Nos. STPP 50-2(43)89
and CM-STPP1299(14), and
WHEREAS, the construction will be over and upon MAIN ST. - BOZEMAN and
CITYWIDE SIGNALS - BOZEMAN, and
WHEREAS, the State desires to receive Federal funds to construct the highway, and
WHEREAS, the Federal Highway Administration (FHWA) of the U. S. Department of
Transportation will not participate in the construction until and unless the City agrees to certain
conditions, hereinafter set forth, and
WHEREAS, this document must be duly executed and on record with the State and
FHWA before the work contemplated can be awarded to contract, and
WHEREAS, the City, hereby concurs in the designation of the highway which was
designated under Section 60-2-110, MCA, and
WHEREAS, the City desires to have the construction done, the City deeming it to be a
valuable and beneficial consideration,
II. NOW, THEREFORE, for and in consideration of the premises and of the agreement
herein contained, the parties agree as follows:
(1) The City agrees to conform in all manner and respects to Chapter 8 of Title 61,
MCA, and will not take any action, by enacting an ordinance or otherwise, in contradiction of the
traffic laws in Chapter 8 of Title 61, MCA, with specific reference, but not limited to, the following
matters:
(a) Installing any signs, signals, or markings not in conformance with the
Standards approved by the FHWA pursuant to 23 USC 109(d).
(b) Establishing a speed limit less than twenty-five (25) miles per hour in any
urban district, as defined in Section 61-1-410, MCA, on the highway.
(c) Establishing a speed limit of less than thirty-five (35) miles per hour
outside an urban district as defined in Section 61-1-410, MCA, on the highway. The City will
1
Q:CPSTD:120.DOC
Rev. 11 /18/05
modify or alter such established speed limits on the highway after a traffic and engineering
investigation is made at the request of the State.
(d) Erecting any markings, sign, signal or traffic control device that will give
preference to local routes which intersect with the highway and no sign, signal or traffic control
device will be erected or constructed, nor shall the establishment or modification of any speed
zone, parking regulation or traffic marking which will affect traffic on the highway be made
without express written permission of the State, and then only after proper traffic and
engineering study indicates that such markings, sign, signal or traffic control device is required.
(e) Erecting any lighting on the highway without express written permission of
the State, and then only after proper traffic and engineering study indicates that such lighting
devices are required. The plans for such lighting installation shall be approved by the State
before erection.
(f) Not requiring the stopping of all traffic at all intersecting streets, alleys and
driveways before entering the highway. Where the City considers that such traffic control
creates a hazardous situation, it will request a traffic and engineering study by the State. The
State, after the study, may authorize express written modifications in the traffic control devices
as may be in the public interest from a safety and convenience standpoint.
(g) Prohibiting parallel parking on the highway; and
(h) Allowing stopping, standing or parking of a vehicle in a place prohibited
by §61-8-354, MCA.
(i) For lighting projects inside of incorporated municipalities, the cost of
operation and maintenance of the lighting shall be paid by the State; however, where an existing
lighting district, which is paid for by a city, town or special improvement district, is replaced or
upgraded, the city, town or special improvement district shall continue paying the amount of the
previous payments toward the cost of operation and maintenance of the new or revised lighting
system. If and when the cost of energy or maintenance is raised by the utility company, the city,
town or special improvement district shall pay their proportionate share of the rate increase.
(2) The State, after a traffic and engineering investigation of any speed zone,
parking regulation or traffic control device, may require the City to modify or remove such
existing speed zone, parking regulation or traffic control device upon the highway.
(3) In addition to the specific signs, signals and traffic control devices which may be
shown on the plans, further restrictions as to parking, stopping and speed limits are set forth in
the attached drawing labeled "Exhibit A," said exhibit being part of this agreement.
(4) The State will retain the authority and responsibility for issuing approach and
encroachment permits onto, upon or over right-of-way of the highway by anyone.
(5) Should the City incorporate beyond the present city limits, and such newly
annexed area include portions of this Federal Aid Project not now within the city limits, then this
agreement, by reference herein, will also apply to the newly annexed area.
(6) The City has reviewed and approved the plans.
2
Q:CPSTD:120.DOC
Rev. 11 /18/05
(7) The City will continue to enforce the ordinances, laws and/or regulations
necessary and essential for the operation of the improvements as planned.
(8) All signs required to enforce City ordinances shall be maintained by the City.
(9) The City shall maintain or cause to be maintained the sidewalks bordering the
project.
(10) The City will continue adequate engineering capabilities to ensure that a
continuing traffic engineering function is carried out on said project.
III. During the performance of this Agreement, the City, for itself, its assignees and
successors in interest, agrees as follows:
A) COMPLIANCE WITH TITLE VI OF THE CIVIL RIGHTS ACT OF 1964 FOR
FEDERAL-AID CONTRACTS
(1) Compliance with Regulations: The City shall comply with all Regulations
relative to nondiscrimination in Federally-assisted programs of the Department of
Transportation, 49 Code of Federal Regulations, Part 21, as they may be amended (hereafter
referred to as the Regulations), which are incorporated by reference and made a part of this
Agreement, even if only state funding is here involved.
(2) Nondiscrimination: The City, with regard to the work performed by it
during the Agreement, shall not discriminate on the grounds of sex, race, color, or national
origin in the selection and retention of subcontractors, including procurement of materials and
leases of equipment. The City shall not participate either directly or indirectly in the
discrimination prohibited by 49 CFR 21.5.
(3) Solicitations for Subcontracts, Including Procurements of Materials and
Equipment: In all solicitations, whether by competitive bidding or negotiation by the City for
work to be performed under a subcontract, including procurements of materials or leases of
equipment, any potential subcontractor or supplier shall be notified by the City of the City's
obligations under this Agreement and the Regulations relative to nondiscrimination.
(4) Information and Reports: City will provide all reports and information
required by the Regulations, or directives issued pursuant thereto, and permit access to its
books, records, accounts, other sources of information and its facilities as may be determined
by Department or the Federal Highway Administration (FHWA) to be pertinent to ascertain
compliance with Regulations or directives. Where any information required of the City is in the
exclusive possession of another who fails or refuses to furnish this information, the City shall so
certify to the Department or the FHWA as requested, setting forth what efforts it has made to
obtain the information.
(5) Sanctions for Noncompliance: In the event of the City's noncompliance
with the nondiscrimination provisions of this Agreement, Department may impose sanctions as it
or the FHWA determines appropriate, including, but not limited to,
City complies, and/or
(a) withholding payments to the City under the Agreement until the
3
Q:CPSTD:120.DOC
Rev. 11 /18/05
whole or in part.
(b) cancellation, termination or suspension of the Agreement, in
(6) Incorporation of Provisions: City will include the provisions of paragraphs
(1) through (6) in every subcontract, including procurement of materials and leases of
equipment, unless exempt by the Regulations or directives issued pursuant thereto. City will
take such action with respect to any subcontract or procurement as the Department or the
FHWA may direct to enforce such provisions including sanctions for noncompliance: Provided,
however, that in the event City is sued or is threatened with litigation by a subcontractor or
supplier as a result of such direction, the City may request the Department to enter into the
litigation to protect the interests of the State, and, in addition, the City or the State may request
the United States to enter into such litigation to protect the interests of the United States.
B) COMPLIANCE WITH THE MONTANA GOVERNMENTAL CODE OF FAIR
PRACTICES, §49-3-207, MCA
In accordance with Section 49-3-207, MCA, City agrees that for this Agreement all hiring will be
made on the basis of merit and qualifications and that there will be no discrimination on the
basis of race, color, religion, creed, political ideas, sex, age, marital status, physical or mental
disability, or national origin by the persons performing the Agreement.
C) COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT (ADA)
(1) City will comply with all regulations relative to implementation of the
AMERICANS WITH DISABILITIES ACT.
(2) City will incorporate or communicate the intent of the following statement
in all publications, announcements, video recordings, course offerings or other program outputs:
"City will provide reasonable accommodations for any known disability that may interfere with a
person in participating in any service, program or activity offered by the City. In the case of
documents, recordings or verbal presentations, alternative accessible formats will be provided.
For further information call the City."
(3) All video recordings produced and created under contract and/or
agreement will be closed-captioned.
D) COMPLIANCE WITH PARTICIPATION BY DISADVANTAGED
BUSINESS ENTERPRISES IN DEPARTMENT OF TRANSPORTATION FINANCIAL
ASSISTANCE PROGRAMS, 49 CFR PART26
Each Agreement the Department signs with a City (and each subcontract the prime contractor
signs with a subcontractor) must include the following assurance:
"The City, subrecipient or subcontractor shall not discriminate on the basis of race, color,
national origin, or sex in the performance of this contract. The City shall carry out
applicable requirements of 49 CFR PART 26 in the award and administration of DOT-
assisted contracts. Failure by the City 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.
4
Q:CPSTD:120.DOC
Rev. 11/18/05
IN WITNESS WHEREOF, the Director of Transportation or his authorized representative has
signed on behalf of the State of Montana and the Mayor of the City of Bozeman on behalf of the
City, has signed and affixed hereto the seal of the City.
DATED this day of , 2007.
STATE OF MONTANA, DEPARTMENT OF TRANSPORTATION
Jim Lynch
Director of Transportation
By
Administrator -Engineering Division Approved for Legal Content
ATTEST:
City Clerk
CITY OF Bozeman
By
C~~~ M~~a..~ -b4age~
I, ,Clerk of the City of Bozeman hereby certify that the
above agreement was regularly adopted by the City Council at a meeting held on the day
of 2007; and that the Council authorized the Mayor to sign this
agreement on behalf of the Council.
(Signature)
5
Q:CPSTD:120.DOC
Rev. 11 /18/05
RESOLUTION
It is hereby resolved by the Council of Bozeman that the City Agreement of Federal Aid Project
Nos. STPP 50-2(43)89 and CM-STPP 1299(14) with the State of Montana, acting by and
through the Department of Transportation, is adopted by this Council; and the Mayor of
Bozeman is hereby empowered and authorized to execute said Agreement on behalf of the
Council.
DATED this day of , 2007.
ATTEST:
(City Clerk)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
6
w f
"EXHIBIT A"
0
N
0
N
Y
J
Q
3
W _
~ O
to N
MID-BLOCK CROSSWALK
*INDICATES NO PARKINCt
STOPPING, OR STANDING
ZONES.
* 20' ON THE APPROACH
TO A CROSSWALK.
~ 30'ON THE APPROACH TO
A STOP SIGN OR SIGNALIZED
INTERSECTION.
CROSSWALK
(MARKED OR UNMARKED)
Si DE WA LK
2~~'1 I
I I
I I
30' * ~i I
I
SIDEWALK
.,, ..~ , d .. Y
"' . O`~1 J
0J`v ~ ~:.- ~ W
D
~<~ ' * H
Ifl
~ FIRE HYDRANT
w
NO PARKING ZONES
As Defined by
MONTANA VEHICLE CODE
Prepared by Department of Transportation
r
" V SPECIAL PROVISIONS STPP50-2(43)89
1. TRAFFIC CONTROL PLAN AND SEQUENCE OF OPERATIONS
A. Traffic Control:
Provide traffic control in accordance with Section 618, Detailed Drawings, and MUTCD.
Submit a written traffic control plan and sequence of operations a minimum of two weeks prior
to any anticipated work. Proceed only after obtaining the engineer's approval. Adhere to the
following stipulations.
B. Sequence of Operations. In addition to the requirements of Subsection 104.05,
Maintenance of Work, and Subsection 108.04, Limitation of Operations, schedule operations in
the sequences outlined below.
1) General:
a) Maintain access to and from the premises of the adjacent property owners at all
times.
b) Make provisions, meeting the approval of the City of Bozeman, to adequately provide
for the travel of emergency and fire vehicles.
c) Keep intersections open to general traffic at the end of each working day and on
days when not working.
d) Keep one traffic lane open in each direction on Main Street at all times.
e) Provide as much on-street parking as possible in areas affected by lane closures.
f) Coordinate construction activities with city officials to eliminate on-street parking
during milling and paving operations. Provide city officials at least 10 days notice prior to
beginning milling operations.
g) Provide ADA compliant facilities to route pedestrian traffic around curb and gutter
and sidewalk construction at all times until the new ADA ramps are completed and can be
opened to foot traffic.
2) Milling and Paving:
a) From Grand to Cypress, restrict milling and paving operations to nighttime from
10:00 PM to 6:00 AM.
b) From Cypress to the end of the project, milling and paving can be accomplished
during daytime working hours.
c) Do not begin milling in any area until new curb and gutter planned for that area has
been installed.
d) Do not leave milled areas for more than 2 days before paving.
e) Maintain at least one lane of traffic in each direction at all times and return the
roadway to normal traffic at the close of each work shift.
f) Keep intersecting streets, alleys, public and private drives, and entrances open at all
times.
3) Concrete Cross Walk Installation:
a) Keep one traffic lane open in each direction on Main Street at all times.
b) Allow one-lane, one-way traffic through the side street intersections while installing
the crosswalks on the other half of the streets.
2. COORDINATION OF WORK:
A. Coordinate construction operations with those of Project CM-STPP 1299(14) to
insure the most efficient sequencing of the work involved on both projects. In general, adhere to
the following.
1) Before pouring new sidewalk, allow time for installation of new signal bases,
pullboxes, and conduits that will be under the new sidewalk.
2) Allow rime for trenching and installing conduits in the paved roadway before paving
that area.
3. PROPERTY SURVEY
Prior to using vibratory equipment, conduct a survey with the project manager to
document the condition of buildings, foundations, and other property adjacent to the project.
The cost to perform this work is incidental to the project and is not to be paid for separately.
-1-
~-
SPECIAL PROVISIONS STPP50-2(43)89
4. NEW CROSSWALKS
Install concrete crosswalks after paving is complete. Saw cut the pavement on either
side of the planned location of the decorative concrete crosswalk and remove the surfacing to
allow for 8 inch sidewalk. Install the crosswalks with the top flush and conforming to the cross
slope of the adjacent pavement. Cover the new crosswalks during chip seal operations to
prevent tracking.
5. DISPOSAL OF COLD MILLINGS
Approximately 2246 cubic meters of cold millings will be produced. Dispose of millings
in the following manner.
Haul and stockpile 765 cubic meters in the MDT Maintenance yard located at 907 north
Rouse approximately 0.8 miles north of the intersection of Rouse and Main Street. Contact
Ross Gammon, MDT Maintenance Chief, Bozeman, phone 556-4700 at least two weeks prior to
beginning milling operations to coordinate the work.
Haul and stockpile the remaining millings (1481 cubic meters) to the former City of
Bozeman landfill at 2127 North Rouse approximately 1.7 miles north of the intersection of
Rouse and Main Street. Contact John Vandelinder, Street Superintendent, City of Bozeman,
phone 582-3200 at least two weeks prior to beginning milling operations to coordinate the work
6. COMPACTION EQUIPMENT
The contractor is responsible for all damage caused to the work or adjacent property
through the use of vibratory compaction equipment.
7. PROTECTION OF WETLAND AREAS AND OTHER DRAINAGES
Impacts to any and all wetland areas and other drainages including spring, perennial,
ephemeral or intermittent drainages, streams and rivers, located adjacent to the project are not
anticipated in association with this project. MDT has NOT acquired any water quality permits,
including a Clean Water Act Section 404 permit (COE), a Stream Protection Act 124 notification
(MFWP), or a 318 Authorization (DEQ). Therefore, impacts to any and all wetland areas and
other drainages located adjacent to the project are not permitted. Avoid all equipment traffic, fill
material, staging activities and other disturbances to the wetland areas and other drainages. If
situations are observed during construction that may potentially impact water quality, including
wetland areas, utilize Best Management Practices (BMP) and/or Temporary Erosion Control
measures as necessary to protect the resource.
Install Temporary Erosion Control measures as deemed necessary by the Engineer.
Payment to be determined using the Erosion and Sediment Control rate schedule and paid
under Miscellaneous Work.
If complete avoidance of all impacts to these areas is not possible, contact the Butte
District Biologist at 444-0461 or the Construction Permit Coordinator at 444-7648, so that the
proper permits can be secured prior to working in these areas. Any impacts to these areas and
associated consequences, without the proper permitting, are the responsibility of the Contractor.
-2-
SPECIAL PROVISIONS
1. CONTRACT TIME
The work begins on the effective date stated in the "Notice to Proceed" and is to be
completed in 100 Working Days.
Perform no work on Main Street during the sweet pea festival, July 30th through August
6th, 2007.
2. ELECTRICAL
A. Description of Work. This project includes electrical at the following
intersections:
Huffine Land & Cottonwood Road. Cable and an antenna for radio interconnect.
Huffine Lane & Ferguson Road. Cable and an antenna for radio interconnect.
Main Street & 15th Avenue. Replace signal indications, the signal controller, wiring, and
vehicle detection.
Main Street (High School). Replace the signal controller.
Main Street & 11th Avenue. Replace signal poles, signal indications, the signal
controller, wiring, and vehicle detection.
Main Street & 8th Avenue. Replace signal poles, signal indications, the signal controller,
wiring, and vehicle detection.
Main Street & 7th Avenue. Replace signal poles, signal indications, the signal controller,
wiring, and vehicle detection.
Mendenhall Street & 7th Avenue. Replace one signal pole, signal indications, the signal
controller, and wiring.
7th Avenue & Durston Road. Replace signal poles, signal indications, the signal
controller, wiring, and vehicle detection.
7th Avenue & Griffin Drive. Install interconnect cable to the signal controller.
Main Street & 5th Avenue. Replace signal poles, signal indications, the signal controller,
and wiring.
Main Street & Grand Avenue. Replace signal poles, signal indications, the signal
controller, and wiring.
Main Street & Willson Avenue. Replace signal poles, signal indications, the signal
controller, and wiring.
Mendenhall & Willson Avenue. Replace the signal controller.
Babcock & Willson Avenue. Replace signal indications, the signal controller, and wiring.
Main Street & Tracy Avenue. Replace signal poles, signal indications, the signal
controller, and wiring.
Main Street & Black Avenue. Replace signal poles, signal indications, the signal
controller, and wiring.
Main Street & Bozeman Avenue. Replace signal poles, signal indications, the signal
controller, and wiring.
Main Street & Rouse Avenue. Replace signal poles, signal indications, the signal
controller, and wiring.
Mendenhall & Rouse Avenue. Reset a signal pole and replace signal indications, the
signal controller, and wiring.
Main Street & Church Avenue. New traffic signal installation.
Main Street & Wallace Avenue. Replace signal poles, signal indications, the signal
controller, and wiring.
Main Street & Highland Boulevard. Cable and an antenna for radio interconnect.
Main Street. Interconnect cable for the Main Street signal systems.
B. Equipment List and Drawings. Carry out submittals in accordance with
Subsection 617.03.2 of the Standard Specifications.
C. General. Consult with the Project Manager and affected utility companies about
the work prior to commencement of work.
-1-
SPECIAL PROVISIONS
D. Description of Materials and Installation. Confgrm to the Standard Specifications
for Road and Bridge Construction.
Additions, exceptions, or modifications to the Standard Specifications follow:
1) Conduit -Plastic
Install plastic conduit as shown on the plans without rigid steel terminations at pull
boxes, foundations, and services.
Open cutting across the existing roadway will be allowed only after three unsuccessful
attempts at conduit installation using either a fluid assisted directional boring system with a
minimum push and pull back force of 22 kN, or a directional rod pusher with a minimum push
and pull back force of 170 kN.
Install new conduit on Main Street west of Grand Avenue and on Rouse Avenue north of
Main Street a minimum of 900 mm deep to allow for future reconstruction of Main Street and
Rouse Avenue.
a) Description. Fill open cuts across roadways with flowable fill per the detail on the
plans. Furnish and place flowable fill (also known as controlled low-strength material, controlled
density fill, flowable mortar and slung cement backfill) as an alternative to compacted soil to the
lines and grades shown on the plans. Applications for this material include beddings,
encasements and general backfill for trenches.
b) Materials. Furnish flowable fill material meeting the following requirements:
(1) Fine Aggregate -Furnish fine aggregate meeting the requirements of Standard
Specifications Section 701.01.1.
(2) Portland Cement -Use Type 1 cement meeting the requirements of Standard
Specifications Section 551.02.1.
(3) Fly Ash -Use fly ash meeting the requirements of Standard Specifications
Section 551.02.10.
(4) Air Entraining Admixtures -Use air entraining admixtures meeting the
requirements of Standard_Specifications Section 551.02.3. High air generators or foaming
agents may be used in lieu of conventional air entraining admixtures and may be added at the
jobsite and mixed in accordance with the manufacturer's recommendation.
c) Mix Design. Plowable fill is a mixture of Portland cement, fly ash, fine aggregate,
air entraining admixture, and water. Plowable fill contains a low cementitious content for
reduced strength development. Submit two (2) copies of a mix design to the Project Manager
for approval fourteen (14) calendar days before start of production.
The following are suggested mix guides for excavatable and non-excavatable flowable
fill:
MATERIALS EXCAVATABLE NON-EXCAVATABLE
Cement, T e I or II 45-60 k /m3 45-90 k m3
Fl Ash None 90-355 k m3
Water Mix designs must produce a
consistency that will result in a
flowable, self-leveling product at
time of placement Mix designs must produce a
consistency that will result in a
flowable, self-leveling product at
time of placement
Air 5-35% 5-15%
28-Day
Compressive Strength Maximum 690 kPa Minimum 860 kPa
Unit Wei ht Wet 1440-1760 k m3 1600-2000 k m3
-2-
SPECIAL PROVISIONS
The requirements for percent air, compressive strength, and unit weight are for
laboratory designs only and are not intended for jobsite acceptance requirements. Proportion
fine aggregate to yield 1 m3.
d) Construction Requirements. Sample, handle, batch, mix, and transport flowable
fill per the requirements of Standard Specifications Sections 551.03.3 and 551.03.4. Place
flowable fill by chute or pumping and use a tremie when placing through water. Place flowable
fill to the designated fill line without vibration or other compaction methods. Place flowable fill
when the ambient temperature is 1.7°C or higher. Protect flowable fill from freezing for a
minimum of 36 hours after placement.
Use straps, soil anchors, or other approved means of restraint when flowable fill is used
for pipe backfill and other uses that may result in flotation, uplift, or misalignment. Confine the
flowable fill material within the designated placement area. Prevent intrusion damage to
adjacent work areas and facilities from lateral hydraulic pressure of the fill during placement and
prior to hardening. After placement, leave the flowable fill undisturbed until the material has set.
The Project Manager will determine when flowable fill may be covered based on the following:
(1) Supports the weight of a person weighing at least 70 kg without deforming the
surface, when placed beyond the traveled way; or
(2) After 24 hours or obtains 240 kPa compressive strength as measured by a
pocket penetrometer, when placed within the traveled way.
e) Basis of Payment. Payment for all costs associated with furnishing and placing
flowable fill is included as part of this bid item.
2) Pull Box. Provide type 3 pull boxes that are a minimum of 430 mm deep.
Include excavation, gravel base, placement of the pull box, the concrete pad around the
pull box, backfill, and repair of the surface and surrounding area in the unit price for the pull box.
3) Cable -Copper Coaxial -Video
Supply video detection cable as specified by the manufacturer of the video detection
equipment. Utilize minimum Belden 8281 coaxial cable and AWG16 conductor.
4) Cable -Copper Coaxial 50 Ohm 10 mm.
a) Materials. Furnish 10-mm, super flexible, low loss, foam filled, watertight, coaxial
cable between the yagi antenna and the local radio located inside the traffic signal controller
cabinet. Furnish coaxial cable with the following characteristics:
(1) Impedance of 50 ohms, t1 ohm.
(2) Maximum attenuation of 13.0 dB/100 m at 900 MHz.
(3) Outer conductor of bonded aluminum tape and an overall braid of tinned copper
with an inner conductor of copper-clad aluminum.
(4} Foam polyethylene dielectric.
(5) UV protected black polyethylene jacket.
(6) Minimum bending radius of 50 mm.
One coaxial cable meeting this specification is Times Microwave Systems LMR-400-DB
Flexible Communications Cable.
Use coaxial cable that is integrally attached to the antenna by the manufacturer or that
uses a type "N" connector. Use a standard type "N" male connector with silver plated bodies
and pins at the end of the cable. Use type "N" connectors manufactured by the coaxial cable
manufacturer.
Provide a jumper cable to connect the lightning arrestor to the local radio that meets all
of the same specifications as the coaxial cable and type "N" connectors listed above. Provide a
jumper cable that is approximately 1.4 m in length. Apre-manufactured, super flexible, jumper
cable may be used in place of coaxial cable.
b) Construction Requirements. Install the coaxial cable. Route the cable from the
yagi antenna through the traffic signal pole as shown in the details. Field drill a hole in the traffic
signal pole approximately 19 mm in diameter for cable entrance. Break sharp edges and treat
the hole with cold galvanizing compound. Furnish and install acable-protecting
weatherproofing grommet to insure the installation is weather tight. Furnish and install a
stainless steel wire mesh grip to provide strain relief for the cable.
-3-
SPECIAL PROVISIONS
Provide approximately 300 mm to 600 mm of extra cable in the lower right side of the
controller cabinet prior to making the connection to the lightning arrester.
Install coaxial cable in one continuous run from the antenna to the controller cabinet. Do
not splice the cable. Do not place stress on the cable during installation such that the cable is
twisted or stretched.
5) Cable -Copper Coaxial 50 Ohm 13 mm.
a) Materials. Furnish 13-mm, super flexible, low loss, foam filled, watertight, coaxial
cable between the omnidirectional master antenna and the master radio. Furnish coaxial cable
with the following characteristics:
(1) Impedance of 50 ohms, t1 ohm.
(2) Maximum attenuation of 10.5 d6/100 m at 900 MHz.
(3) Outer conductor of bonded aluminum tape and an overall braid of tinned copper
with an inner conductor of copper-clad aluminum.
(4) Foam polyethylene dielectric.
(5) UV protected black polyethylene jacket.
(6) Minimum bending radius of 50 mm.
One coaxial cable meeting this specification is Times Microwave Systems LMR-500-DB
Flexible Communications Cable.
Use standard type "N" connectors with silver plated bodies and pins at both ends of the
cable. Use type "N" connectors manufactured by the coaxial cable manufacturer.
Provide a jumper cable to connect the lightning arrester to the master radio that meets
all of the same specifications as the coaxial cable and type "N" connectors listed above.
Provide a jumper cable that is approximately 1.4 m in length. Apre-manufactured, super
flexible, jumper cable may be used in place of coaxial cable.
b) Construction Requirements. Install the coaxial cable. Route the cable from the
omnidirectional master antenna through the traffic signal pole as shown in the details. Field drill
a hole in the traffic signal pole approximately 19 mm in diameter for cable entrance. Break
sharp edges and treat the hole with cold galvanizing compound. Furnish and install acable-
protecting weatherproofing grommet to insure the installation is weather tight. Furnish and
install a stainless steel wire mesh grip to provide strain relief for the cable.
Provide approximately 300 mm to 600 mm of extra cable in the vicinity of the lightning
arrester prior to making the connection to the lightning arrester.
Install coaxial cable in one continuous run from the master antenna to the lightning
arrester. Do not splice the cable. Do not place stress on the cable during installation such that
the cable is twisted or stretched.
6) Cable-Copper 6 Pair AWG 19 Comm. Do not place stress on the cable during
installation such that the cable is twisted or stretched. Lubricate the cable when installing it in
conduit. Avoid accumulation of dirt or other debris on the lubricated cable.
Provide approximately 1.2 m of extra cable in each controller cabinet. Prepare
interconnect cable for connection in the controller cabinet by removing 300 mm of the cable
sheath. Coil extra cable neatly inside the controller cabinet. Provide spade type connectors for
all of the conductors in the cable. MDT personnel will make final connections.
7) Luminaire Assembly. Use ANSI/IES full-cutoff (flat lens), medium, type III
distribution.
Include photo-electric controls mounted on the luminaires at the locations specified on
the plans.
8) Signal Standards.
a) Description. This work is installing State furnished 2-A and 3-A signal standards.
State furnished signal standards are noted on the electrical plans.
b) Construction Requirements. Transport State furnished signal standards from
Helena to the construction site and install them. Give five working days advance notice to the
Traffic Electrical Section before arriving to load the standards. Seal unused pipe couplings on
the mast arms and pole shafts with metal caps.
-4-
SPECIAL PROVISIONS
Powder coat State furnished signal standards installed at the eight intersections on Main
Street from Grand Avenue to Wallace Avenue as noted on the plans. Powder coat the signal
standards and associated hardware with a black finish. Prepare the surface as directed by the
coating manufacturer before application of the powder coat. Protect the finish during transport
and installation. Repair any damage to the finish.
9) Signal Standard-Modify
a) Description. This work is installing a State furnished luminaire extension on an
existing signal standard at Main Street & 7th Avenue.
b) Construction Requirements. Transport State furnished luminaire extension from
Helena to the construction site and install it. Give five working days advance notice to the
Traffic Engineering Section before arriving to load the extension.
10) Push Button/Pedestrian. Supply pedestrian push buttons meeting the
requirements of Standard Specifications Section 703.12 and the following specifications.
Use'/4' coarse (20 threads/inch) stainless steel bolts to mount pedestrian push buttons
to the side of signal poles.
Supply educational signs (R10-3b) for pedestrian push buttons as shown on the plans.
Supply push buttons that use a piezo switch and have a momentary red LED display and
an audible tone to confirm actuation. Supply push buttons with a stainless steel button. Two
manufacturers that meet this spec are Campbell Company and Polara Engineering Inc.
11) Signal -Traffic. Use'/2" coarse (13 threads/inch) stainless steel bolts to mount
traffic signals to the side of signal poles.
Supply each traffic signal in accordance with the provisions of Subsection 703.10.1,
except for the "RED" and "GREEN° signal indications. Supply "RED" and "GREEN" signal
indications which utilize light-emitting-diodes (LEDs) in accordance with the latest issue of the
I.T.E. Vehicle Traffic Control Signal Heads specification. Supply circular signal indications and
GREEN arrow signal indications that have colored polycarbonate lens that match the
wavelength of the LEDs.
GREEN/YELLOW bi-modal arrow signal indications that use LEDs can be supplied in
place of fiber-optic bi-modal arrow indications.
Furnish indications that are compatible with the traffic signal housing.
Seal the lens for the LED traffic signals to the housing making the unit watertight.
Provide aone-piece neoprene or EPDM (Ethylene, Propylene, Diene Monomers) gasket around
the lens and housing.
Furnish LED indications that work with a conflict monitor utilizing NEMA-plus functions,
specifically DUAL INDICATION.
Provide LED indications from a manufacturer that guarantees replacement or repair of
LED signal indications that fall below minimum I.T.E. intensity levels during the first 60 months
of operation.
Affix a permanent label, indicating the date of installation, to the back of each "RED" and
"GREEN" signal indication. The Project Manager must approve the label and method of
attachment.
Supply LED indications as specified above. Three manufacturers that meet this spec
are Dialight Corporation, GELcore, and Leotek.
Use 7 conductor signal cable from the pole shaft mounted terminal block to the end of
mast arm signal indication.
12) Signal -Pedestrian. Use'/2" coarse (13 threads/inch) stainless steel bolts to
mount pedestrian signals to the side of signal poles.
Supply pedestrian indications that utilize light-emitting diodes (LEDs) for both the
UPRAISED HAND symbol and the WALKING PERSON symbol in accordance with the latest
issue of the I.T.E. Pedestrian Traffic Control Signal Indications specification. Supply indications
that have filled in symbols to give a uniform appearance. Supply pedestrian signal indications
that conform to the MUTCD. Supply indications that are compatible with the pedestrian signal
housing.
-5-
SPECIAL PROVISIONS
Supply LED indications that have a guarantee to be replaced or repaired if a signal
indication fails to function as intended due to workmanship or material defects within the first 60
months of operation.
Supply LED indications that work with a conflict monitor utilizing NEMA-plus functions,
specifically DUAL INDICATION.
Affix a permanent label, indicating the date of installation, to the back of each LED signal
indication. The Project Manager must approve the label and method of attachment.
Supply pedestrian indications either with countdown displays or without countdown
displays as specified on the plans at each intersection.
Pedestrian indications with countdown displays: Supply indications the utilize light-
emitting diodes (LEDs) for the countdown display. Supply indications that have the countdown
display and pedestrian displays in the same hosing. Supply indications with countdown displays
that are at least 225 mm in height. Supply countdown displays that operate in conformance with
the MUTCD.
Pedestrian indications without countdown displays: Supply indications that have the
UPRAISED HAND and WALKING PERSON symbols side by side.
13) Controller.
a) Description. This work is installing a State furnished traffic signal controller
cabinet, anchor bolts, emergency preemption detector cable, and emergency preemption
detector heads.
b) Materials. Supply a bare solid copper AWG No. 6 ground wire, ground rod
clamp, and 16 mm x 2400 mm copperweld ground rod for the controller as part of this item.
c) Construction Requirements. Transport the controller cabinet and emergency
preemption equipment from Helena to the construction site and install it. Install the ground rod,
ground clamp, and ground wire. Give five working days advance notice to the Traffic Electrical
Section before arriving to pick up the controller cabinet. Coordinate construction activities to
insure that temporary or permanent pavement markings and all associated signs are in place
prior to the signal turn-on.
Inform the Project Manager of the desired turn-on date prior to the time the signals are to
become operational. The Project Manager will inform the Electrical Section of the Traffic &
Safety Bureau of the desired turn-on date at least two weeks prior to the desired turn-on.
The Electrical Section will arrange for a factory representative of the controller
manufacturer to be present at the turn-on to give technical assistance in setting up, checking
out, and demonstrating that the system meets functional and operational requirements. The
date arranged for the signal turn-on will be mutually agreed to, and be as close as possible to
the contractor's desired turn-on date.
14) Detector -Video
a) Description. Provide a video detection system to detect vehicles for traffic signal
operation.
b) Materials. Provide a complete detection system including a video camera and rack-
mount vehicle detection video processor to detect vehicles.
Provide a detection system that holds a call for presence while a vehicle remains in the
detection zone. Provide a video camera that is shielded against sun and inclement weather.
Provide all necessary mounting hardware. Provide athree-conductor AWG No. 14 signal cable
to supply electrical power from the terminal block on the side of pole to the video camera.
Include lightning protection between the video camera and the video processor. Provide
any additional coaxial cable, jumpers, connectors, and any miscellaneous equipment required to
make this a complete, functional system as part of this item.
Insure that a factory representative of the video detection system manufacturer is
present at the traffic signal turn-on to give technical assistance in setting up, checking out, and
demonstrating that the system meets functional and operational requirements.
Two video detection systems that meet these requirements are Iteris Vantage series,
and Traficon VIP series.
-s-
SPECIAL PROVISIONS
c) Construction Requirements. Mount the video camera on the signal standard as
shown on the plans. Seal any wire entrance holes drilled in the signal standard as approved by
the project manager. Terminate spare conductors from the cable installed for traffic signals at
the terminal block on the side of the signal pole to provide electrical power to the three-
conductor AWG No. 14 cable coming from the video camera. Deliver the video processor to the
construction site at the time of the signal turn on for installation in the cabinet
d) Basis of Payment. Payment will be for each camera and rack-mount video
processor, in place and operational, which includes furnishing and installing the equipment.
Coaxial cable to transmit the video image from the camera to the processor is paid for
separately.
15) Service Assembly. Furnish and install a service assembly as specified in
Subsection 703.07. Include the conduit on the service pole, service conductors, meter base,
cabinet, ground conductor, ground rods, fittings and mounting hardware as a part of this bid
item.
16) Remove and Salvage. Remove and salvage traffic signal equipment as shown
on the plans and as described below.
Main Street & 15th Avenue. Remove and salvage the existing traffic signal heads,
pedestrian signal heads, pedestrian push buttons, and signal controller cabinet.
High School. Remove and salvage the existing signal controller cabinet.
Main Street & 11th Avenue. Remove and salvage the existing traffic signal installation
including four signal poles, traffic signal heads, pedestrian signal heads, electrical service, and
the signal controller cabinet and concrete pedestal.
Main Street & 8th Avenue. Remove and salvage the existing traffic signal installation
including traffic signal heads, pedestrian signal heads, electrical service, and the signal
controller cabinet. Dispose of four signal poles.
Main Street & 7th Avenue. Remove and salvage the existing traffic signal installation
including traffic signal heads, pedestrian signal heads, and the signal controller cabinet. Use
the signal pole on the northwest corner in place. Dispose of three signal poles.
Mendenhall Street & 7th Avenue. Remove and salvage one signal pole, the traffic signal
heads, pedestrian signal heads, and signal controller cabinet.
Durston Road/Peach Street & 7th Avenue. Remove and salvage the existing traffic
signal installation including four signal poles, traffic signal heads, pedestrian signal heads,
electrical service, and the signal controller cabinet.
Main Street & 5th Avenue. Remove and salvage the existing traffic signal installation
including four signal poles, traffic signal heads, pedestrian signal heads, and the signal
controller cabinet.
Main Street & Grand Avenue. Remove and salvage the existing traffic signal installation
including traffic signal heads, pedestrian signal heads, and the signal controller cabinet.
Dispose of four signal poles.
Main Street & Willson Avenue. Remove and salvage the existing traffic signal
installation including traffic signal heads, pedestrian signal heads, electrical service, and the
signal controller cabinet. Dispose of four signal poles.
Mendenhall Street & Willson Avenue. Remove and salvage the existing traffic signal
controller.
Babcock Street & Willson Avenue. Remove and salvage one signal pole, the traffic
signal heads, pedestrian signal heads, and signal controller cabinet.
Main Street & Tracy Avenue. Remove and salvage the existing traffic signal installation
including traffic signal heads, pedestrian signal heads, electrical service, and the signal
controller cabinet. Dispose of four signal poles.
Main Street & Black Avenue. Remove and salvage the existing traffic signal installation
including traffic signal heads, pedestrian signal heads, electrical service, and the signal
controller cabinet. Dispose of four signal poles.
-~-
SPECIAL PROVISIONS
Main Street & Bozeman Avenue. Remove and salvage the existing traffic signal
installation including traffic signal heads, pedestrian signal heads, electrical service, and the
signal controller cabinet. Dispose of four signal poles.
Main Street & Rouse Avenue. Remove and salvage the existing traffic signal installation
including traffic signal heads, pedestrian signal heads, electrical service, and the signal
controller cabinet. Dispose of four signal poles.
Mendenhall Street & Rouse Avenue. Remove and salvage the traffic signal heads,
pedestrian signal heads, and the signal controller cabinet.
Main Street & Wallace Avenue. Remove and salvage the existing span wire traffic
signal installation including four poles, traffic signal heads, pedestrian signa! heads, electrical
service, and signal controller cabinet.
Take care not to damage equipment. Securely attach all miscellaneous parts associated
with salvaged equipment (e.g., nuts, bolts, washers, caps, hand-hole covers) to the equipment
to prevent loss or damage. Tie cables in controller cabinets to prevent damage during
transport. Dispose of removed wiring. Remove the top 300 mm of foundations.
Give two working days advance notice to the Maintenance Chief before delivery of
salvaged equipment. Deliver removed equipment to the Belgrade MDT yard at milepost 22.1 on
Secondary S-205 and unload as directed by MDT personnel. Neatly stack poles at a
prearranged location. Deliver removed pedestrian push buttons to the City of Bozeman, sign
department.
Payment will be lump sum, which includes removing and salvaging equipment and
delivering it to the MDT yard.
17) Remove and Reset Existing Pole.
a) Materials. Furnish and install four new 44.4 mm x 2134 mm x 152 mm anchor bolts
meeting F1554 requirements for the pole at Rouse Avenue. Furnish two nuts and two washers
for each anchor bolt.
b) Construction Requirements. Install anchor bolts in the new foundations. Remove
and reset existing poles. Make all electrical connections. Remove concrete foundations,
backfill and compact the hole, and dispose of the old foundation.
c) Basis of Payment. Payment will be for each pole in place and operational. Payment
for the new foundation is covered under the Foundation-Concrete item.
18) Yagi Antenna.
a) Description. This item covers the antenna and the design, fabrication, and
installation of antenna structures and brackets. This specification, instructions on the plans, and
the drawings constitute the only acceptable design for the assemblies.
b) Materials. Provide a yagi antenna for mounting on traffic signal poles as shown
in the detail drawings. Provide an antenna with a frequency range of 896 MHz to 960 MHz, a
front to back ratio of 20 dB, a nominal gain of 10 dBd, and a bandwidth of 90 MHz. Provide an
antenna that will withstand wind speeds of 160 km/h, plus a 1.3 gust factor. Provide an antenna
constructed of rust resistant, corrosive free materials. Provide associated hardware; plate
mounts, washers,. nuts, and bolts made of anodized aluminum, galvanized steel, or stainless
steel. Round or chamfer all sheared or cut edges to approximately 1.6 mm and paint or
galvanize all exposed edges. Provide an antenna that has coaxial cable integrally attached by
the manufacturer or has a termination with a type "N" female connector.
One yagi antenna that meets these specifications is the Bluewave BW947Y-2 Antenna.
Provide a broadband (125 MHz to 1,000 MHz) flange-mounted lightning arrester utilizing
a UL4976 listed gas tube. Provide an arrester that is multi-strike capable and has a maximum
turn on time of 2.5 ns fora 2 kV/ns surge. Provide an arrester with an operating temperature
range of -45 °C to 50 °C. One manufacturer meeting this specification is Pofyphaser
Corporation -part number IS-50NX-C2.
Provide suitable brackets for installing the antenna on the signal pole. Use Sky Brackets
or Astro Brackets as illustrated on the plans or an approved equal. Ail associated hardware,
brackets, washers, nuts and bolts are included as part of this item.
_8_
SPECIAL PROVISIONS
The use of the detailed drawings does not relieve the supplier of the responsibility for
providing proper fit of the antenna and associated assembly components.
c) Construction Requirements. Install the antenna on the signal pole. Install the
lightning arrester in the lower right hand side of the controller cabinet below the incoming power
panel or as directed by the Project Manager.
d) Basis of Payment. Payment will be for each yagi antenna, which includes
furnishing and installing the antenna, lightning arrester, and all hardware as described above.
19) Master Antenna. This item covers the antenna and the design, fabrication, and
installation of antenna structures and brackets. This specification, instructions on the plans, and
the drawings constitute the only acceptable design for the assemblies.
Provide an omnidirectional antenna with the following specifications:
a) Frequency range of 890 MHz to 960 MHz.
b) Gain of 6 dBd.
c) Impedance of 50 ohms.
d) Termination with a type "N" connector.
e) Wind survival rating of 200 km/h.
Two omnidirectional antennas that meet these specifications are the Scala OGB6-900
Omnidirectional Antenna, and the Decibel Products 586-Y Omnidirectional Antenna.
All associated hardware, brackets, washers, nuts and bolts are included as part of this
item.
Provide a broadband (125 MHz to 1,000 MHz) flange-mounted lightning arrester utilizing
a UL497B listed gas tube. Provide an arrester that is multi-strike capable and has a maximum
turn on time of 2.5 ns fora 2 kV/ns surge. Provide an arrester with an operating temperature
range of -45 °C to 50 °C. One manufacturer meeting this specification is Polyphaser
Corporation -part number IS-50NX-C2. Install the lightning arrester in the lower right hand side
of the controller cabinet below the incoming power panel or as directed by the Project Manager.
Furnish suitable brackets for installing the antenna on the signal pole. Use Sky Brackets
or Astro Brackets as illustrated on the plans or an approved equal.
The use of the detailed drawings does not relieve the supplier of the responsibility for
providing proper fit of the antenna and associated assembly components.
Payment will be for each master antenna, which includes furnishing and installing the
antenna, lightning arrester, and all hardware as described above.
3. TRAFFIC CONTROL PLAN & SEQUENCE OF OPERATIONS
A. Traffic Control. Perform traffic control in accordance with Section 618 of the
Standard Specifications, the detailed drawings, and the Manual on Uniform Traffic Control
Devices (MUTCD).
Submit the proposed traffic control plan to the Engineer for approval. Prepare submittals
based on plans, standard specifications, this provision, detailed drawings, and the Manual on
Uniform Traffic Control Devices.
Maintain traffic control devices at all times during the project. Provide the engineer with
the name and phone numbers of the contractor's representative in charge of maintenance of
traffic control devices.
Maintain at least one lane of traffic in each direction at each intersection at all times. Do
not trench for new conduit installation from 7:30 am to 9:00 am, 11:30 am to 1:30 pm, and 4:30
pm to 6:00 pm. Repair any damaged surface and maintain a satisfactory riding surface for the
traveling public. Maintain pedestrian access to business entrances at all times. Keep open
intersecting streets and public and private drives. Work on no more than two traffic signals at
any one time. Have a new traffic signal turned on and operational before moving on to work on
the next traffic signal. Provide flaggers and traffic control devices to control traffic during signal
changeover or whenever signals cannot be operational.
B. Method of Measurement and Basis of Payment. Flagging, traffic control signing
and other traffic control measures will be paid according to Section 618 of the Standard
Specifications and the "Traffic Control Rate Schedule" found elsewhere in this package.
-s-
SPECIAL PROVISIONS
Consider all costs associated with meeting the conditions of this provision to be
necessary and incidental to the completion of the work and include these costs in the cost of
traffic control items.
4. CONTAMINATED SOIL
Petroleum hydrocarbon contaminated soils may be encountered on this project in the
following locations:
Main Street & 11th
• Main Street & 7th
• Main Street & Grand
Contaminated soils are recognized by a petroleum odor and/or gray or black staining of
the native material or fill.
If more than 3 cubic yards of contaminated soils are excavated and require disposal,
suspend work and call MDT's Hazardous Waste Section at 406-444-7228 and notify the
Engineering Project Manager. State and Federal laws require that the discovery of previously
unknown contamination be reported within 24 hours of discovery. If you are unable to report the
contamination to anyone at MDT's Hazardous Waste Bureau, report the release to the Montana
Department of Environmental Quality, 1-800-457-0568.
Once reported, the Contractor may be advised by MDT to sample the soil to determine
the best disposal or re-use options. Disposal of the soil must be at a licensed soil disposal
facility, or alternatively, the contractor may wish to permit his own facility with MDEQ (contact
Pat Crowley, MDEQ Solid Waste Program, 444-5294). Analytical testing of the soil at an
accredited laboratory will be necessary prior to disposal (check with soil disposal facility for
requirements. Obtain and pay for all analytical testing. Testing and disposal of the
contaminated soil is measured by the unit of Contaminated Soil for the work performed as
directed in writing by the Engineer. Payment for Contaminated Soil is at agreed prices or on a
force account basis.
Estimate $10,000 to complete the work. Not a bid item.
4555ELSP0001
-10-
Bid Prices
Jan06-Ju106
Project Title:
Project Number:
Project Length:
Des. Super. Approval:
Project Cont. Number:
Montana Department of Transportation
Preliminary Estimate
Citywide Signals -Bozeman Prepared by: awl
CM-STPP 1299(14) Date:
Location:
Type of Work: ____
D.A. Approval.: __ _
Page 1 of 2
Average Bid Prices. Adjusted Prof ect Unit. Prices
Item. ~~~~~ Description Unit- Unit Pr{ces Amount Unit Prices Amount
Number - Dogars Dollars Dollars DoNars
104100000 20000 MISCELLANEOUS WORK UNIT $1.00 $20,000.00 $20,000.00
202230000 52.2 REMOVE CURB & GUTTER M $47.93 $2,502.00
86
00
$40
00 $2,502.00
00
772
$3
202241000 94.3 REMOVE SIDEWALK M2
M2 $12.58
75
$59 $1,1
.
634
00
$5 .
$80.00 .
,
$7,544.00
608150000 94.3 SIDEWALK-CONCRETE 150 MM M2 .
56
$437 .
,
833
00
$3 $500.00 $4,380.00
608290100
609000000 8.76
52
2 TRUNCATED DOMES
CURB &GUTTER-CONCRETE M .
$47.89 .
,
$2,500.00 $55.00 $2,871.00
616010000 .
59.8 FOUNDATION-CONCRETE M3 $1,485.71 $88,845.00 $88,845.00
616241000 3039 CONDUIT-PLASTIC 41 MM M $28.73 $87,310.00 $87,310.00
616253000 1657 CONDUIT-PLASTIC 53 MM M $87.60 $145,153.00 $145,153.00
616263000 184 CONDUIT-PLASTIC 63 MM M $0.00 $90.00 $16560.00
616480000 22 PULL BOX-CONCRETE TYPE 1 EACH $479.95 $10,559.00 $10,559.00
616490000 29 PULL BOX-CONCRETE TYPE 2 EACH $537.14 $15,577.00
0
00 $15,577.00
00
550
$8
616500000 15 PULL BOX-CONCRETE TYPE 3 EACH 0.00
0
00 .
$57
$4
40 .
,
00
$1
430
617000940 325 CABLE-COPPER9AWG14-600V M .
$
$0
00 .
$5
50 ,
.
$8,415.00
617001240 1530 CABLE-COPPER 12AWG14-600V M .
00
$0 .
$7
70 $3,812.00
617001640 495 CABLE-COPPER 16AWG14-600V M .
00
$0 .
$6
60 252.00
$19
617004619 2917 CABLE-COPPER 6 PAIR AWG19-COMM M . . ,
00
165
$52
617006010 1325 CABLE-COPPER COAXIAL-VIDEO M $39.37 $52,165.00
00
$0 90
$9 .
,
089.00
$1
617006050 110 CABLE-COPPER COAXIAL 50 OHM 10 MM M . . ,
478
00
$14
617010060 3175 CONDUCTOR-COPPER AWG6-600V M $4.56 $14,478.00 .
,
617010080 2035 CONDUCTOR-COPPER AWGB-600V M $4.57 $9,300.00 $9,300.00
00
850
$6
617010100 2740 CONDUCTOR-COPPER AWG10-600V M $2.50 $6,850.00 .
,
617130200 15 LUMINAIRE ASSEMBLY-200W SV EACH $338.00 $5,070.00 $5,070.00
617130400 4 LUMINAIRE ASSEMBLY-400W SV EACH $368.00 $1,472.00 $1,472.00
617140120 2 SIG STANDARD TYPE 1-120 EACH $0.00 $660.00 $1,320.00
617155520 6 SIG STANDARD TYPE 2-A-500-2 EACH $0.00 $1,200.00 $7,200.00
617155530 7 SIG STANDARD TYPE 2-A-500-3 EACH $0.00 $1,200.00 $8,400.00
617155540 13 SIG STANDARD TYPE 2-A-500-4 EACH $0.00 $1,200.00 $15,600.00
617155950 5 SIG STANDARD TYPE 2-A-900-5 EACH $1,715.00 $8,575.00 $8,575.00
617155970 2 SIG STANDARD TYPE 2-A-900-7 EACH $0.00 $1,100.00 $2,200.00
617159520 6 SIG STANDARD TYPE 2-A-500-2 EACH $0.00 $2,980.00 $17,880.00
617159530 7 SIG STANDARD TYPE 2-A-500-3 EACH $0.00 $3,075.00 $21,525.00
617159540 13 SIG STANDARD TYPE 2-A-500-4 EACH $0.00 $3,290.00 $42,770.00
617159950 5 SIG STANDARD TYPE 2-A-900-5 EACH $0.00 $3,635.00
2
00 $18,175.00
650
00
$7
617159970 2 SIG STANDARD TYPE 2-A-900-7 EACH $0.00 $3,8
5. .
,
617165530 1 SIG STANDARD TYPE 3-A-500-3 EACH $0.00 $1,200.00 $1,200.00
617165540 14 SIG STANDARD TYPE 3-A-500-4 EACH $0.00 $1,400.00 $19,600.00
617165960 2 SIG STANDARD TYPE 3-A-900-6 EACH $0.00 $1,200.00 $2,400.00
617165980 1 SIG STANDARD TYPE 3-A-900-8 EACH $0.00 $1,200.00 $1,200.00
617169530 1 SIG STANDARD TYPE 3-A-500-3 EACH $0.00 $5 400.00 $5,400.00
617169540 14 SIG STANDARD TYPE 3-A-500-4 EACH $0.00 $5,500.00 $77,000.00
617169960 2 SIG STANDARD TYPE 3-A-900-6 EACH $0.00 $5,865.00 $11,730.00
617169980 1 SIG STANDARD TYPE 3-A-900-8 EACH $0.00 $5,900.00 $5,900.00
617175000 1 SIGNAL STANDARD-MODIFY EACH $500.00 $500.00
617179000 1 SIGNAL STANDARD-MODIFY EACH $955.00 $955.00
617192000 52 PUSH BUTTONlPEDESTRIAN EACH $0.00 $275.00 $14,300.00
617231330 164 SIG-TRAP 3 COL-1 WAY 30-30-30 EACH $0.00 $1,100.00 $180,400.00
617251330 12 SIG-TRAP 5 COL-1 W 30-30-30-30 EACH $0.00 $1 430.00 $17 160.00
617280020 126 SIG-PEDESTRIAN TYPE 2 EACH $0.00 $800.00 $100,800.00
617405400 15 CONTLRlTRAF-ACTUAT TYPE 4A EACH $0.00 $660.00 $9,900.00
617405800 3 CONTLR/TRAF-ACTUAT TYPE 8A EACH $740.00 $2,220.00 $2,220.00
617409400 12 CONTLRlrRAF-ACTUAT TYPE 4A EACH $0.00 $11,500.00 $138,000.00
617409800 3 CONTLRlTRAF-ACTUAT TYPE 8A EACH $0.00 $14,000.00 $42,000.00
617410200 12 CONTROLLER-CAB PEDESTAL TYPE M EACH $0.00 $935.00 $11,220.00
617410400 3 CONTROLLER-CAB PEDESTAL TYPE P EACH $0.00 $1 100.00 $3,300.00
617500090 33 DETECTOR -VIDEO EACH $10,100.00 $333,300.00 $333,300.00
617510000 33 DETECTOR/LOOP SHLD CABLE M .65 153.00 153.00
617610500 8 SERV ASSEMBLY-50 AMP EACH $1,125.50 $9,004.00 $9004.00
617610600 3 SERV ASSEMBLY-60 AMP EACH $0.00 $1,400.00 $4,200.00
617800100 1 REMOVE AND SALVAGE LS $1,273.75 $1,274.00 $1,274.00
617801030 1 REMOVE & RESET EXIST POLE EACH $595.00 $595.00 $595.00
617900030 7 YAGI ANTENNA EACH $0.00 $935.00 $6,545.00
617900035 2 MASTER ANTENNA EACH $0.00 $1,000.00 $2,000.00
617909040 2 RADIO-DATA MASTER EACH $0.00 $6,000.00 $12,000.00
617909060 15 RADIO-DATA LOCAL EACH $0.00 $1,500.00 $22 500.00
617909100 1 SERVICE CONNECT EACH $0.00 $1,000.00 $1,000.00
Bid Prices
Jan06-Ju106
Montana Department of Transportation
Preliminary Estimate
Page 2 of 2
Project Title:
Project Number:
Project Length:
Des. Super. Approval:
Project Cont. Number:
Citywide Signals -Bozeman _ Prepared by: awt
_ . __ __ - _
CM-STPP 1299(14) Date:
- - --
Location: - -- -
- - -
- __ - -- ,--- -- -- - -- - -- - TYPe of Work:
D.A. Approval.:
It
m
~ Average Bid Prices _ Ad usted Project Unit Ptices
e
Nu
r
b Quarrtides . 'Description Unit Unit Prices Amount Unit Prices Amount
m
e ,' " Dollars _ Eloitars Dollars` Dollars
618010000 250000 TRAFFIC CONTROL-DEVICES CB UNIT $0.92 $230,000.00 $230,000.00
619034000 33.62 SIGNS-SHEET ALUM REFL SHT ill M2 $238.96 $8,034.00 $8,034.00
619214000 90 POLES-TREATED TIMBER CLASS 4 M $0.00 $125.00 $11,250.00
619700000 52 REMOVE SIGNS EACH 48.39 2,516.00 2,516.00
Subtotal $1,068,105.00 $1,977,807.00
0% Traffic Control $0.00 $0.00
0 Traffic Control Devices Units 0.00 $0.00 $0.00
0 Fta men Hours 0.00 $0.00 $0.00
0 Pilot Car Hours 0.00 $0.00 $0.00
Subtotal $1,068,105.00 $1,977,807.00
15% Mobilization $160,215.75 $296,671.05
0% Subtotal $1,228,320.75 $2,274,478.05
5% Contin enc $61,416.04 $113,723.90
Subtotal $1,289,736.79 $2,388,201.95
0% Inflation Years 1.00 $0.00 $0.00
Construction Total $1,289,736.79 $2,388,201.95
18% Construction En ineerin $232,152.62 $429,876.35
Total $1,521,889.41 $2,818,078.30
Pro'ect Len th km 1.00
Avera a Pro ect Finish To Width m 1.00
Cost er Kilometer Uses Construction Total $2,388,201.95
Cost er S .Meter (Uses Construction Total) $2,388.20