HomeMy WebLinkAbout07- State Maintained Route Main St & Citywide Signals Federal Aid Projects STPP 50-2(43)89 & CM-STPP1299(14)
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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.
WIT N E SSE T H T HAT:
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
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Q:CPSTD:120.DOC
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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 961-8-354, 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.
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Q:CPSTD:120.DOC
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(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)
(9)
project.
All signs required to enforce City ordinances shall be maintained by the City.
The City shall maintain or cause to be maintained the sidewalks bordering the
(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 Reaulations: 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
Eauipment: 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)
City complies, and/or
withholding payments to the City under the Agreement until the
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Q:CPSTD:120.DOC
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(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, 949-3-207, 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.
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Q:CPSTD:120.DOC
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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.
DATEDthis ~~aYOf .J~
,2007.
STATE OF MONTANA, DEPARTMENT OF TRANSPORTATION
Jim Lynch
Director of Transportation
By
~
A ministrator - Engineering Division Ap
CITY OF Bozeman
\
ATTEST:
I, 1Y, -\- ~ ~-r , Clerk of the City of Bozeman hereby certify t~t the
above a reement was regularly adopted by the City Council at a meeting held on the ZAf day
of AI'< , 2007; and that the Council authorized the M~~ to sign this
agreement on be If of the Council. <::11' y /II\...I'lA....f"f!:...
~~
(Signature)
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RE~OkU!!ON
Q:CPSTD: 120.DOC
Rev. 11/18/05
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
ATTEST:
day of
(City Clerk)
,2007.
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
(Councilman)
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4
II EXHIBIT A"
*
.0
N
MID-BLOCK CROSSWALK
*INDICATES NO PARKING
STOPPING. OR STANDI~ .
ZONES.
* 20'ON THE APPROACH
TO A CROSSWALK.
* 30' ON THE APPROACH TO
A STOP SIGN OR SIGNALIZED
INTERSECTIO N.
SIDEWALK
~
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;
1&.1
Q
(I)
cJ-.
FIRE HYDRANT
.*
It)
NO PARKING ZONES
As Defined by
MONTANA VEHICLE CODE
Prepared by Department of Transporta tion
./
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.
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./
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 signal 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 BW94 7Y -2 Antenna.
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 for a 2 kV/ns surge. Provide an arrester with an operating temperature
range of -45 DC to 50 DC. One manufacturer meeting this specification is Polyphaser
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. All 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 for a 2 kV/ns surge. Provide an arrester with an operating temperature
range of -45 oC to 50 oC. 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
anyone time. Have a new traffic signal turned on and operational before moving on to work on
the next traffic signal. Provide f1aggers 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.
-9-
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 $10,000 to complete the work. Not a bid item.
4555ELSPC001
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Bid Prices
Jan06-Ju106
Montana Department of Transportation
Preliminary Estimate
Page 1 of 2
Project Title:
Project Number:
Project Length:
Des. Super. Approval:
Project Cont. Number:
CitywideSignals -13_~z~man_
CM-STPP 1299(1~L_
Prepared by:
Date:
Location:
_n Type of Work:
n__n___n___n~_ ______ _ D.A. Approval.:
awl
\'\~~~tr, o ., Wi';. ,,~~m.,~UlP"F"';," , ;' -'djij$ijKf,'roj~~Ilit.P,fi~
CW.ntltles Unit ',';"U;nll'riC,iy" :;,2 .... Arit~ntt Unit Pneei ,. "Af'm)urit.:
, ..',i,fe' ,j/"", i\.' tfOftilj. / D()IIati:r' . D<>tliii,' , oC)uars' ,
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 $2,502.00
202241000 94.3 REMOVE SIDEWALK M2 $12.58 $1,186.00 $40.00 $3,772.00
608150000 94.3 SIDEWALK-CONCRETE 150 MM M2 $59.75 $5,634.00 $80.00 $7,544.00
608290100 8.76 TRUNCATED DOMES M2 $437.56 $3,833.00 $500.00 $4,380.00
609000000 52.2 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 $15,577.00
616500000 15 PULL BOX-CONCRETE TYPE 3 EACH SO.OO $570.00 $8,550.00
617000940 325 CABLE-COPPER 9AWG14-600V M $0.00 $4.40 $1,430.00
617001240 1530 CABLE-COPPER 12AWG14-600V M $0.00 $5.50 $8,415.00
617001640 495 CABLE-COPPER 16AWG14-600V M $0.00 $7.70 $3,812.00
617004619 2917 CABLE-COPPER 6 PAIR AWG19-COMM M $0.00 $6.60 $19,252.00
617006010 1325 CABLE-COPPER COAXIAL-VIDEO M $39.37 $52,165.00 $52,165.00
617006050 110 CABLE-COPPER COAXIAL 50 OHM 10 MM M $0.00 $9.90 $1,089.00
617010060 3175 CONDUCTOR-COPPER AWG6-600V M $4.56 $14,478.00 $14,478.00
617010080 2035 CONDUCTOR-COPPER AWG8-600V M $4.57 $9,300.00 $9,300.00
617010100 2740 CONDUCTOR-COPPER AWG10-600V M $2.50 $6,850.00 $6,850.00
617130200 15 LUMINAIRE ASSEMBL Y-200W SV EACH $338.00 $5,070.00 $5,070.00
617130400 4 LUMINAIRE ASSEMBL Y-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 $18,175.00
617159970 2 SIG STANDARD TYPE 2-A-900-7 EACH $0.00 $3,825.00 $7,650.00
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 BUTTON/PEDESTRIAN EACH $0.00 $275.00 $14,300.00
617231330 164 SIG-TRAF 3 COL-1 WAY 30-30-30 EACH $0.00 $1,100.00 $180,400.00
617251330 12 SIG-TRAF 5 COL-l 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-ACTUA T TYPE 4A EACH $0.00 $660.00 $9,900.00
617405800 3 CONTLRlTRAF-ACTUA T TYPE 8A EACH $740.00 $2,220.00 $2,220.00
617409400 12 CONTLRlTRAF-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 51 100.00 $3,300.00
617500090 33 DETECTOR - VIDEO EACH $10,100.00 $333,300.00 $333,300.00
617510000 33 DETECTOR/LOOP SHLD CABLE M 54.65 $153.00 $153.00
617610500 8 SERV ASSEMBLY-50 AMP EACH $1,125.50 $9,004.00 $9004.00
617610600 3 SERV ASSEMBL Y-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 YAGIANTENNA 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
CM~STPP 129~(14r .. ..
Prepared by:
Date:
Location:
Type of Work:
... D.A. Approval.:
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l.~' Quantities YU...lt;~~y Xi( VOnlttrl.i,;:
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618010000 250000 TRAFFIC CONTROL-DEVICES CB $0.92 $230,000.00 $230,000.00
619034000 33.62 SIGNS-SHEET ALUM REFL SHT III 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 Flaamen 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% Continaencv $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 Enaineerina $232,152.62 $429,876.35
Total $1,521,889.41 $2,818,078.30
Proiect Lenath km 1.00
Averaae Proiect Finish Too Width m 1.00
Cost per Kilometer (Uses Construction Total) $2,388,201.95
Cost per Sq. Meter (Uses Construction Total) $2,388.20
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ASS 0 CIA T E 0 pRO J E C T
AGREEMENT NUMBERS
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CIol-stPP 1299(14)
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MONTANA DEPARTMENT OF TRANSPORTATION
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FEDERAL AID PROJECT NO. CM.-STPP 1299(14)
TRAFFIC SIGNALS
CITYWIDE SIGNALS - BOZEMAN
GALLATIN coUNTY
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MONTANA
D E PAR t 111 E N T 0 F T RAN S P 0 R TAT \0 N
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JIM ~ 'INCH
DIRECTOR of 'f1WlSPORTATION
'\"WNGSTON
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TRAfFIC AND SAfETY
ENGINEER
U.S. OEPAfIlMWT of Tl\AI'IspoRTATION
FEOERAL HlGHWAV ADMINISTfIA"TlON
APPROVEO
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OIVISION ADMINISTllATOII
TABLE
OF
CONTENTS
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PLANS
TITLE SHEET
TABLE OF CONTENTS
NOTES
LINEAR DATA
CONTROL TRAVERSE DIAGRAM
SUMMAR IE S
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SIDEWALK AND CURB
CENTERLINE COORDINATE TABLE
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SIGN ING PLANS
ELECTRICAL PLANS
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SHEET NO.
UTILITIES
LOCATE ALL UTILITIES AND NOTifY ALL UTILITY COII'ANIES PRIOR TO CONSTRUCTION.
ONE CALL UTILITY LOCATING SERVICE IS AVAILABLE BY CALLING 1-800-424-5555.
2
2
2
3
TRAFFIC SIGNAL CONDUIT
MAIN STREET FROM 19TH AVENUE TO GRAND AVENUE WITH BE EXCAVATED TO A DEPTH Of
630 mm ON THE MAIN STREET RECONSTRUCTION PROJEC1. IlS1All NEll CONDUIT ACROSS
OR ALONG MAIN STREET FROII 19TH AVENUE TO GRAND AVENUE AT A DEPTH OF 900 mm.
S l-S 12
EI-E44
PROJECT NUMBER SHEET NO.
lAONT ANA CM-STPP 1299(14) 2
CITYWIDE SIGNAlS - BOZEMAN
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PROJECT NUMBER SHEET NO.
CM-STPP 1299(4) 3
c.s.r. . 0.999428671
CONTROL TRAVERSE ABSTRACT
POINT NORTHING EASTING STATION GROUND LOCATION DESCRIPTION
NUIIlER ELEVATION ELEVATION
4555-1 160714.7189 479718.1033 1460.797 51 mm ALUMINUM CAP. CAP IS LOCATED E. or 7TH AVE. AT THE NORTHERLY
EDGE OF SIDEWALK AND 6.096 m S. OF TOP OF BACK OF CUR8. 0.914 m
W. OF 'SURVEY MARKER" WITNESS POST AND NO PARKING/SNOW ROUTE SIGN.
4555-2 160733.3977 479570.2572 1461.907 51 mm ALUMINUM CAP. CAP IS LOCATED 6.706 m N. OF CENTERLINE OF DURSTON'
RD. AND 21. 336 m W. OF CENTERL INE OF 7TH AVE. 14.630 m S.E. OF S. E.
CORNER OF SINCLAIR GAS STATION AND 3.962 m W. OF TRAFFIC SIGNAL POLE.
4555-3 160485.5198 479605.1880 1463.604 51 mm ALUMINUM CAP. CAP IS LOCATED O. 152 m E. OF E. EDGE OF SIDEWALK
AND 0.152 m S. OF CURB FOR DRIVEWAY TO PAPA JOHNS OFF OF 7TH AVE.
13. 716 E. OF CENTERL INE OF 7TH AVE. AND 1. 2 19m N. OF MAILBOX.
4555-4 160141.7212 479573.5374 1469.846 51 mm ALUMINUM CAP. CAP IS LOCATED IN S. W. CORNER OF MENDENHALL AND
7TH AVE. IN GRASS AT S. CORNER OF ORANGE SIDEWALK. O. 91 4 m N. OF
TRAFFIC SIGNAL POLE.
4555-5 160053.2914 479591.9312 1469.914 51 mm ALUMINUM CAP. CAP IS LOCATED ON S. W. EDGE OF PAVEMENT OF CONOCO
GAS STATION AT N. E. CORNER OF 7TH AVE. AND MAIN ST. AT N. W. CORNER OF
PLANTER. 2.438 N. W. OF TRAFFIC SIGNAL POLE.
4555-6 160147.0567 480176.3344 1464.879 51 mm ALUMINUM CAP. CAP IS LOCATED IN SIDEWALK CORNER IN N. E. CORNER OF
. WILLSON AVE. AND MENDENHALL ST. 2. 743 W. OF TRAFF IC SIGNAL POLE AND
1 . 34 I m S. W. OF PARKING LOT SIGN.
4555-7 160145.8818 480279.6082 1465.438 51 mm ALUMINUM CAP. CAP IS LOCATED 0.396 m N. OF N. EDGE OF SIDEWALK
AND 0.122 m W. OF W. EDGE OF N. W. CORNER OF TRACY AVE. AND MENDENHALL
ST. 2. 133 m S. W. OF F IRE HYDRANT AND 3. 962 m S. E. OF E t.IP IRE BANK SIGN.
4555-8 160036.8469 480160.5982 1466. 788 51 mm ALUMINUM CAP. CAP IS LOCATED IN SIDEWALK CRACK ON N. W. CORNER
OF MAIN ST. AND WILLSON AVE. 4.724 m N. E. OF TRAFFIC SIGNAL POLE.
1. 280 m W. OF CURB. 2. 591 m S. E. OF BUILDING CORNER.
4555-9 159898.9687 480172.7906 1467.927 51 mm ALUMINUM CAP. CAP IS LOCATED 0.457 m E. OF CURB IN S. E. CORNER
OF WILLSON AVE. AND BABCOCK ST. o. 061 m S. OF S. EDGE OF SIDEWALK.
2.286 m S. W. OF TRAFFIC SIGNAL POLE AND 1.585 m N. OF LIGHT POLE.
4555-10 159923.3823 480048.4765 1467.460 51 mm ALUMINUM CAP. CAP IS LOCATED O. 091 m W. OF W. EDGE OF SIDEWALK
AND 2.591 m N. OF N. EDGE OF SIDEWALK ON N. W. CORNER OF GRAND AVE. AND
BABCOCK ST. 2.134 m W. OF STOP SIGN. 0.914mE. OF WITNESS POST.
4555- 11 160246. 1144 480686. 1568 1462.736 51 mm ALUMINUM CAP. CAP IS LOCATED AT N. AND W. EDGE OF SIDEWALK CORNER
ON S. W. CORNER OF LAt.9.lE ST. AND ROUSE AVE. 3.048 S. E. OF STOP SIGN.
4555-12 160148.6116 480701.7878 1464.265 51 mm ALUMINUM CAP. CAP IS LOCATED 1.067 m N. E. OF F IRE HYDRANT IN N. E.
CORNER OF MENDENHALL ST. AND ROUSE AVE. 3. 810m S. E. OF TRAFF IC SIGNAL
POLE. O. 914 m N. E. OF . SURVEY MARKER" WITNESS POST.
4555-13 160127.0773 480834. 3023 1465.154 51 mm ALUMINUM CAP. CAP IS LOCATED 0.122 m E. OF THE E. EDGE OF
SIDEWALK AND 1.280 m S. OF S. EDGE OF SIDEWALK ON S. E. CORNER OF
MENDENHALL ST. AND CHURCH AVE. 3. 8 10m S. W. OF POWER POLE.
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TRAFF Ie SIGNAL UPGRADE
BOZEMAN
GALLATIN COUNTY
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PROJECT NO. CM-STPP 1299(14)
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PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) 4
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ME TERS SOUARE ME TERS
S TAT ION NEW CONCRETE REIIlVE CONCRETE NEW 150mm CONCRETE REIIlVE TRUNCA TED REMARKS
CURB AND GUTTER CURB AND GUTTER SIDEWALK CONCRETE SIDEWALK DOMES
FROII TO LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT
0+5B.ll 0+65. 02 9. I 9. I 16.5 16.5 I. ~6 NW CORNER. TTH AVE. & OURS TON RD.
0+55.80 0+60. 52 8. I 8. I 13.5 13.5 I. ~6 NE CORNER. TTH AVE. & OURS TON RD.
0+39.51 O+~~. ~~ 8. I 8. I 12.6 12.6 I. ~6 SE CORNER. TTH AVE. & DURSTON RD.
0+39.51 OH~. 39 7.7 7.7 15.0 15.0 I. ~6 SW CORNER. TTH AVE. & DURSTON RD.
0+35. ~5 0+ 39. 06 8.7 8.7 1~. 9 I~. 9 I. ~6 NW CORNER. WILLSON AVE. & 8ABCOCK ST.
0+37.26 0+~3. ~2 10.5 10.5 21.8 21.8 I. ~6 SW CORNER. ROUSE AVE. & MENDENHALL ST.
SUBTOTAL 36.0 16.2 36.0 16.2 68.2 26. I 68.2 26. I
TOTAL 52.2 52.2 9~. 3 9~. 3 8.76
CENTERL INE COORD INA TE TABLE
STATION DESCRIPTION N OR Y E OR X REMARK S
COORD INA TE COORDINATE
0+00.00 P.O. T. 160099.T667 H9 582.6528 TTH AVENUE & MENDENHALL S TREE T
1+00.00 P.O. T. 160 I 99. 7~27 H9 58~. 8410
0+00.00 P.O. T. 160 673.6280 H9 593. 18~8 TTH AVENUE & DURSTON ROAD
1+00. 00 P. O. T. 160 773.6057 ~ 79 595. 2960
0+00. 00 P. O. T. 160 138.7109 ~80 118.9075 WILLSON AVENUE & MENDENHAll STREET
1+00. 00 P. O. T. 160 137.2607 ~80 218.8969
0+00. 00 P.O. T. 159 910.5085 ~80 11~. 2893 WILLSON AVENUE & BABCOCK STREET
1+00. 00 P. O. T. 159 908. 5317 ~BO 21~.2698
0+00.00 P.O. T. 160 088. 7 43~ ~80 688. 70~ I ROUSE AVENUE & MENDENHAll STREET
1+00. 00 P. O. T. 160 188.6731 ~80 692. ~5~5
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. INCLUDES ALL EXCAVATION. Fill. AND DISPOSAL OF MATERIALS TO CONPLETE WORK
NOTE: FOR ALL CURB & GUTTER AND SIDEWALK CONSTRUCTION SEE DETAILED DRAWINGS
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PROJECT NUMBER SHEET NO.
CM-STPP 1299(141 S-1
lRF 03/06
JTA 06/06
MA TER IAL eM STPP TOTAL UNIT
SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETlNG(I) SQ. METERS
SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETlNGIIII/IV) 4.84 28. 78 33.62 SQ. METERS
SIGNS-ALUMINUM SHEET INCREMENT SHEETING III SQ. METERS
SIGNS-ALUMINUM SHEET INCREMENT SHEETING IIII/IV) SQ. METERS
OVERLAY-SHEET ALUMINUM SQ. METERS
POSTS-STEEL "U" KILOGRAMS
POLES-TREATED TIMBER-BARN-IOOmm TOP DIA. ME TERS
POLES- TREATED TIMBER-BARN-130mm TOP DIA. - ME TERS
POLES-TREATED TIMBER-CLASS 4 METERS
POLES-TREATED TIMBER-CLASS 3 METERS
POSTS-TUBULAR STEEL (ROUND) KILOGRAMS
POSTS-TUBULAR STEEL (SQUARE PERFORATED) KILOGRAMS
POSTS-STRUCTURAL STEEL KILOGRAMS
OVERHEAD STRUCTURE -MET AL - CANT ILEVER EACH
OVERHEAD STRUCTURE -MET AL -BRIDGE EACH
HIGHWAY TRAFFIC STRIPING-WHITE LITERS
HIGHWAY TRAFFIC STRIPING-YELLOW LITERS
WORDS & SYMBOLS LITERS
DELINEATOR-DESIGN A EACH
DELINEATOR-DESIGN B EACH
DELINEATOR-DESIGN C EACH
DELlNEA TOR- DESIGN D EACH
DELlNEA TOR- DES IGN E EACH
DELINEATOR-DESIGN F EACH
DELINEATOR-DESIGN G EACH
DELINEATOR-DESIGN H EACH
REMOVE SIGNS 7 45 52 EACH
REMOVE SIGNS-GUIDE EACH
RESET SIGNS EACH
RESET SIGNS-GUIDE EACH
FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH
FRANGIBLE SIGN POST BREAKAWAY DEVICE- EACH
SQUARE TUBULAR SLlPBASE BREAKAWAY DEVICE - 76 mm EACH
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I MONTANAI CM-STPP 1299 (14) I S-2
eM: 7TH AVE
7TH AVE / PEACH ST AND DURSTON RD
0+62.0 OHD3 = N 7TH AVE
LT OHD3 1650x300 IV IV MOUNT ON MASTARM 0.50 (IV) I SEE DETAIL SHEET S-5
0+39.8 OHD3 = DURSTON RD/PEACH ST
RT OHD3 1800x600 IV IV MOUNT ON MASTARM 1.08 (IV) I SEE DETAIL SHEET S-5
0+59. 3 OHD3 = DURSTON RD/PEACH ST
LT OHD3 1800x600 IV IV MOUNT ON MAST ARM 1.08 (IV) I SEE DETAIL SHEET S-5
0+40.5 OHD3 = N 7TH AVE
RT OHD3 1650x300 IV IV MOUNT ON MAST ARM 0.50 (IV) I SEE DETAIL SHEET S-5
7TH AVE / MENDENHALL ST
0+58.9 OHD3 = N 7TH AVE
LT OHD3 1650x300 IV IV MOUNT ON MASTARM 0.50 (IV) 1 SEE DETAIL SHEET S-5
0+41.8 OHD3 = W MENDENHALL ST
RT OHD3 1950x300 IV IV MOUNT ON MASTARM 0.59 (IV) 1 SEE DETAIL SHEET S-5
CD OHD3 = W MENDENHALL ST
LT OHD3 1950x300 IV IV MOUNT ON MASTARM 0.59 (IV) 1 SEE DETAIL SHEET S-5
S U B T 0 T A L S 14.84 (IV) I I lID I I ITGIIIIJ
STPP: MAIN ST
MAIN ST / 11TH AVE
61+62 OHD3 = W MAIN ST
RT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) 1 SEE DETAIL SHEET S-5
61+64 OHD3 = N 11TH AVE
LT OHD3 1350x300 IV IV MOUNT ON MASTARM 0.41 (IV) 1 SEE DETAIL SHEET S-5
61+67 OHR3-8b REMOVE
RT OHR3-5R 750x900 IV - MOUNT ON MASTARM 0.68 (IV) 1
61+71
RT OHR3-5L 750x900 IV - MOUNT ON MAST ARM 0.68 (IV)
61+78 OHR3-8c REMOVE
LT OHR3-5L 750x900 IV - MOUNT ON MAST ARM 0.68 (IV) I
61+86 OHD3 = S 11TH AVE
RT OHD3 1350x300 IV IV MOUNT ON MAST ARM 0.41 (IV) I SEE DETAIL SHEET S-5
61+89 OHD3 = W MAIN ST
LT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) I SEE DETAIL SHEET S-5
MA IN S T / 8TH AVE
64+46 OHD3 = S 8TH AVE
LT OHD3 1500x300 IV IV MOUNT ON MASTARM 0.45 (IV) 1 SEE DETAIL SHEET S-5
64+46 OHR3-8a REMOVE
LT OHR3-5L 750x900 IV - MOUNT ON MASTARM 0.68 (IV) I
64+64 OHR3-8a REMOVE
LT OHR3-5L 750x900 IV - MOUNT ON MAST ARM 0.68 (IV) 1
64+68
LT OHR3-5R 750x900 IV - MOUNT ON MASTARM 0.68 (IV)
64+72 OHD3 = W MAIN ST
LT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) SEE DETAIL SHEET S-5
64+74 OHD3 = S 8TH AVE TRAFF IC SECT ION
OHD3 1500x300 IV IV MOUNT ON MASTARM 0.45 (IV) 1 SEE DETAIL SHEET S-5 DESIGNEDI LRF I 03/06
CHECKED I JTA I 06/06
PROJECT NUMBER
CM-STPP 1299 (14)
SHEET NO.
S-3
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65+72 OHD3 , N 7TH AVE
LT OHD3 1650x300 IV IV MOUNT ON MASTARM 0.50 (IV) SEE DETAIL SHEET S-5
65+72 R9-3o 450x450 IV 0.20 (IV)
LT R9-3b 450x300 IV MOUNT ON SIGNAL POLE 1.5 O. 14 (IV) NEW INSTALLATION
65+72
LT OHR3-2 900x900 IV MOUNT ON MASTARM 0.81 (IV)
65+82 OHD3 = W MAIN ST
RT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) SEE DETAIL SHEET S-5
65+82 R9-3o 450x450 IV 0.20 (IV)
RT R9-3b 450x300 IV MOUNT ON SIGNAL POLE 1.5 O. 14 (IV) NEW INSTALLATION
66+05 OHD3 = W MAIN ST
LT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) SEE DETAIL SHEET S-5
66+06 OHD3 = N 7TH AVE
RT OHD3 1650x300 IV IV MOUNT ON MASTARM 0.50 (IV) SEE DETAIL SHEET S-5
66+06 OHR3-8o REMOVE
RT OHR3-5L 750x900 IV MOUNT ON MASTARM 0.68 (IV)
66+06 RT I
OHR3-6L 750x900 IV MOUNT ON MASTARM 0.68 (IV)
MAIN ST / 5TH AVE
67+67 OHD3 = W MAIN ST
RT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) SEE DETAIL SHEET S-5
67+71 OHD3 = N 5TH AVE
LT OHD3 1350x300 IV IV MOUNT ON MASTARM 0.41 (IV) SEE DETAIL SHEET S-5
67+88 OHD3 = S 5TH AVE
RT OHD3 1350x300 IV IV MOUNT ON MASTARM 0.41 (IV) SEE DETAIL SHEET S-5
67+91 I OHD3 = W MAIN ST
LT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) SEE DETAIL SHEET S-5
MAIN ST / GRAND AVE
70+60 OHD3 = W MAIN ST
RT OHD3 1200x300 IV IV MOUNT ON MAST ARM 0.36 (IV) SEE DETAIL SHEET S-5
70+65 OHD3 = N GRAND AVE
LT OHD3 1500x300 IV IV MOUNT ON MAST ARM 0.45 (IV) SEE DETAIL SHEET S-5
70+82 OHD3 = S GRAND AVE
RT OHD3 1500x300 IV IV MOUNT ON MASTARM 0.45 (IV) SEE DETAIL SHEET S-5
70+851 OHD3 = W MAIN ST
LT OHD3 1200x300 IV IV MOUNT ON MASTARM 0.36 (IV) SEE DETAIL SHEET S-5
MIAN ST / WILSON AVE
~~~ 71+63 OHD3 = W MAIN ST
ClClCl RT OHD3 1200x300 IV IV MOUNT ON MAST ARM 0.36 (IV) SEE DETAIL SHEET S-5
...,...,...,
"'~"" 71+68 OHD3 = N WILLSON AVE
l,2!!,!<.>
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0::<.> 71+88 OHD3 = W MAIN ST
" .., LT OHD3 1200x300 IV IV MOUNT ON MAST ARM O. 36 (IV ) SEE DETAIL SHEET S- 5
..,
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0 .... 71+89
~ '" RT OHD3 1650x300 IV IV MOUNT ON MASTARM O. 50 (IV ) SEE DETAILSHEET S-5
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I STATE I PROJECT NUMBER ISHEET NO.
SIGN LOCATION AND SPEC IF ICA T IONS I MONTANAI CM STPP 1299 (14) I S-4
I ~ .~ '" ~ JREFL I "ETERS I ~I "'TERS , SIGN PANEL (m'> ITC"BER POLf! STEEL POST"O> / hG'sl>U'Dj
. ~ i~ f~J~!.v 0" ~ "" ~ <:> ~ ~ ~,,~ / (METERS)/ ~" ;:-
/ J ~ /0 .F/ lilll/ $~fI~.:fl!f~~i/;'llhYiJl/!f'!ll~~~!;!~/I$~o/;$'i1Jjji/ REMARKS
MAIN ST / TRACY AVE
72+81 OHD3 = W MAIN ST
RT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) 1 SEE DETAIL SHEET S-5
72+84 OHD3 = N TRACY AVE
LT OHD3 1500x300 IV IV MOU~T ON MAS ARM 0.45 (IV) 1 SEE DETAIL SHEET S-5
73+02 OHD3 S TRACY AVE
RT OHD3 1500x300 IV IV MOU~T ON MAS ARM O. 45 (IV ) 1 SEE DETAIL SHEET S-5
73+05 OHD3 = E MAIN ST
LT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) 1 SEE DETAIL SHEET S-5
MAIN ST / BLACK AVE
74+00 OHD3 = E MAIN ST
RT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) 1 SEE DETAIL SHEET S-5
74+00 OHD3 = N BLACK AVE
LT OHD3 1500x300 IV IV MOU~T ON MAS ARM 0.45 (IV) 1 SEE DETAIL SHEET S- 5
74+20 OHD3 = E MAIN ST
LT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) 1 SEE DETAIL SHEET S-5
74+22 OHD3 = S BLACK AVE
RT OHD3 1500x300 IV IV MOU~T ON MAS ARM 0.45 (IV) 1 SEE DETAIL SHEET S-5
MAIN ST / BOZEMAN AVE
75+09 OHD3 = E MAIN ST
RT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) 1 SEE DETAIL SHEET S-5
75+10 OHD3 = N BOZEMAN AVE
LT OHD3 1650x300 IV IV MOU~T ON MAS ARM 0.50 (IV) 1 SEE DETAIL SHEET S-5
75+30 OHD3 = E MAIN ST
LT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) 1 SEE DETAIL SHEET S-5
75+31 OHD3 = S BOZEMAN AVE
RT OHD3 1650x300 IV IV MOU~T ON MAS ARM 0.50 (IV) I SEE DETAIL SHEET S-5
MAIN ST / ROUSE AVE
76+85 OHD3 = N ROUSE AVE
LT OHD3 1500x300 IV IV MOU~T ON MAS ARM 0.45 (IV) I SEE DETAIL SHEET S-5
76+85
LT OHR3 2 900x900 IV MOU~T ON MAS ARM 0.81 (IV) 1
76+86 OHD3 = E MAIN ST
RT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) 1 SEE DETAIL SHEET S- 5
76+88 MOU~T
RT OHR5-1 900x900 IV - ON MAS ARM 0.81 (IV)
7 H08 OHD3 = S ROUSE AVE
RT OHD3 1500x300 IV IV MOU~T ON MAS ARM 0.45 (IV) 1 SEE DETAIL SHEET S- 5
77 +08 MOU~T
RT OHR3-1 900x900 IV - ON MAS ARM 0.81 (IV)
77+09 OHD3 = E MAIN ST
LT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) I SEE DETAIL SHEET S-5
MAIN ST / CHURCH AVE
78+25 OHD3 - E MAIN ST
RT OHD3 1200x300 IV IV MOU~T ON MAS TARM 0.36 (IV) SEE DETAIL SHEET S-5
78+25 OHD3 - N CHURCH AVE
LT OHD3 1650x300 IV IV MOU~T ON MAS ARM 0.50 (IV) SEE DETAIL SHEET S-5
78+45 OHD3 - S CHURCH AVE
RT OHD3 1650x300 IV IV MOU~T ON MAS TARM 0.50 (IV) SEE DETAIL SHEET S-5
78+45 OHD3 - E MAIN ST TRAFF IC SECTION
LT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0,36 (IV) SEE DE TAIL SHEET S- 5 DES IGNED I LRF I 03/06
CHECKED I JTA 106/06
I STATE I PROJECT NUMBER I SHEET NO.
SIGN LOCATION AND SPEC IF ICA T IONS IUONTANAI CM STPP 1299(14'1 S-5
I ~ .;:; '" ~ IREFL I ,,:TERS I ~I METERS , SIGN PANEL (m'l I"NBER poL<! STEEL POST"gl I hIGN"'U~/
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79+63 MOU~T OHD3 = N WALLACE AVE
LT OHD3 1650x300 IV IV ON MAS ARM 0.50 (IV) SEE DETAIL SHEET 5-5
79+64 OHD3 = E MAIN ST
RT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) SEE DETAIL SHEET 5-5
79+83 MOU~T OHD3 = 5 WALLACE AVE ,
<("1 RT OHD3 1650x300 IV IV ON MAS ARM 0.50 (IV) SEE DETAIL SHEET 5-5
""Q 79+84 OHD3 = E MAIN ST
~Q LT OHD3 1200x300 IV IV MOU~T ON MAS ARM 0.36 (IV) SEE DETAIL SHEET 5-5
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V)
ELECTRICAL
SUMMARY
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-l
CITYWIDE SIGNAlS - BOZEMAN
QUANTITY
P-50 P-50 P-50 P-50 P-50 P-50 P-50 _ U-1207 U-1207 U- 1207 P-50 P-50 P-50
17EII NO. 1110 TERIAL HJFFINE LN. & HUF FINE LN. & MAIN ST. & IIAIN ST. & MAIN ST. & MAIN ST. & IIAIN ST. & 7TH AVE. 7TH AVE. 7TH AVE. IIAIN ST. & IIAIN ST. & IIAIN ST. & UNIT
COTTONWOOO RO. FERGUSON RO. 15TH AVE. HIGH SCHOOL 11TH AVE. 8TH AVE. 7TH AVE. & IIENDENHALL ST. & OURS TON RD. & GRIFF IN DR. 5TH AVE. GRAND AVE. WILLSON AVE.
616 010 000 FDUNDA T ION- CONCRE TE 5. T 3.6 3.3 1.1 ~. 5 ~. 5 ~. 5 ~. 5 CU.IIETERS
616 2~1 000 CONDUIT-PLASTIC ~ I mm 123 289 277 221 100 2~ 163 223 271 lIE TERS
616 253 000 CONDUIT - PLAST IC 53 mm 150 12~ 150 2~ 65 91 125 100 IIETERS
616 263 000 CONDUIT-PLASTIC 63 mm 65 28 35 lIE TERS
616 ~80 000 PULL BOX-CONCRETE TYPE I 2 I 3 2 I I I EACH
616 ~90 000 PULL BOX-CONCRETE TYPE 2 3 1 2 I 3 2 2 3 EACH
616 500 000 PULL BOX-CONCRETE TYPE 3 I I I I I I I EACH
617 000 9~0 CABLE-COPPER 9 Awe 1~-600 V 35 15 60 lIE TERS
617 001 2~0 CABLE-COPPER 12 Awe 1~-600 V 100 70 70 85 135 65 120 lIE TERS
617 001 6~0 CABLE-COPPER 16 Awe 1~-600 V 160 90 80 60 15 1IE7ER5
617 OO~ 619 CABLE-COPPER 6 PAIR Awe 19-COIIII 126 355 266 219 125 65 160 220 262 IlETER5
617 006 010 CABLE-COPPER COAXIAL-VIDEO 90 170 100 125 165 70 80 75 IlETERS
617 006 050 CABLE-COPPER COAX 50 OHII 10 nun 15 15 15 IlETERS
617 010 060 CONDUCTOR-COPPER AWC 6-600 V 180 280 180 ~5 195 270 225 IIETERS
617 010 080 CONDUCTOR-COPPER AWC 8-600 V 200 75 100 250 lIE TERS
617 010 100 CONDUCTOR-COPPER AWC 10-600 V UO 125 225 120 165 130 185 135 lIE TERS
617 130200 LUIIINAIRE ASSEII8L Y-200 W SV 1 2 2 EACH
617 I 30 ~OO LUIIINAIRE ASSEII8L Y-~OO W SV 2 2 EACH
617 I~O 120 SIGNAL STANDARD TYPE 1-120 1 EACH
617 155 520 SIGNAL STANDARD TYPE 2-10-500-2 2 EACH
617 155 530 SIGNAL STANDARD TYPE 2- 10-500- 3 1 1 I I EACH
617 155 5~0 SIGNAL STANDARD TYPE 2-A-500-~ I 1 2 I I EACH
617 155 950 SIGNAL STANDARD TYPE 2-10-900-5 2 1 1 1 EACH
617 155 970 SIGNAL STANDARD TYPE 2-10-900-7 2 EACH
617 165 530 SIGNAL STANDARD TYPE 3-10-500-3 1 EACH
617 165 5~0 SIGNAL STANDARD TYPE 3-A-500-~ 2 2 EACH
617 I 65 960 SIGNAL STANDARD TYPE 3-10-900-6 1 I EACH
617 I 65 980 SIGNAL STANDARD TYPE 3-10-900-8 1 EACH
617 175 000 SIGNAL STANDARD-IIODFY I EACH
617 192 000 PUSH BUTTON/PEDESTRIAN ~ ~ ~ ~ ~ ~ ~ EACH
617 231 330 SIGNAL-TRAFFIC 3 COLOR-I WAY 30- 30- 30 7 11 11 8 6 10 10 12 12 EACH
617 251 330 SIGNAL-TRAFFIC 5 COLOR-I WAY 30- 30- 30- 30 3 I ~ 3 EACH
617 280 020 SIGNAL-PEDESTRIAN ~ 8 6 6 6 8 8 8 8 EACH
617 ~05 ~OO CONTROLLER/TRAFF IC- ACTUATED TYPE ~A I I I I I I 1 EACH
617 ~05 800 CONTROLLER/TRAFF IC- ACTUATED TYPE 810 1 I EACH
617 ~ 10 200 CONTROLLER-CABINET PEDESTAL TYPE II I 1 I 1 1 EACH
617 ~ 10 ~OO CONTROLLER-CABINET PEDESTAL TYPE P 1 I EACH
617 500 090 DETECTOR-VIDEO 3 ~ 2 2 ~ 2 2 2 EACH
617510000 DETECTOR/LOOP SHIELDED CABLE 1IE7ERS
617 610 500 SERVICE ASSEII8L Y-50 loti' I I 1 EACH
617 610 600 SERVICE ASSEII8L Y-60 loti' I I EACH
617 800 100 REIIOVE AND SALVAGE O. O~ 0.02 0.065 0.065 0.065 O. O~ 0.065 0.065 0.065 0.065 LUtI' SUII
617 801 030 REIIOVE AND RESET EXISTING POLE EACH
617 900 030 YAGI ANTENNA 1 I I EACH
619 21~ 000 POLES-TREATED TIII8ER CLASS ~ 9 9 9 9 lIE TERS
.'\\ ~
..- \'\' j )Y
~
~
~~~
~\.";'
* - INDICATES STATE FURNISHED MATERIAL
ELECTRICAL
DETAIL DRAWING
QUANT ITY SUMMARY
NO SCALE
i~
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V)
ELECTRICAL
QUANTITY
SUMMARY
PROJECT NUMBER SHEET NO;
CM-STPP 1299(14) E-2
CITYWIDE SIGNAlS - BOZEMAN
U-1209 U-1209 P-50 P-50 P-50 P-50 P-86 P-50 P-50 P-50 U-1201 U-1201 U-1201 CIl CIl-5TPP
ITEIl NO. MATERIAL WILLSON AVE. , WILLSON AVE. , MAIN ST. , MAIN ST. , MAIN ST. , MAIN ST. , ROUSE AVE. , MAIN ST. , MAIN ST. , MAIN ST. , 19TH AVE. , 19TH AVE. , 19TH AVE. , CURBAN J CPRIIlARYJ TOTAL UNIT
~NDENHALL ST. BABCOCK ST. TRACY AVE. BLACK AVE. BOZEMAN AVE. ROUSE AVE. ~NDENHALL ST. CHURCH AVE. WALLACE AVE. HIGHLAND BLVD. OURS TON RD. OAK ST. BAXTER LN.
616 010 000 FOUNDATION-CONCRETE 4.5 4.5 4.5 4.5 1.1 4.5 4.5 5.6 54.2 59. B CU. ~TERS
616241 000 CONDUIT-PLASTIC 41 mm 171 183 216 320 73 239 146 24 3015 3039 ~TERS
616 253 000 CONDUIT-PLASTIC 53 mm 30 BO 200 90 125 33 130 140 119 1538 1651 ~TERS
616 263 000 CONDUIT-PLASTIC 63 mm 28 2B 65 119 184 ~TERS
616 480 000 PULL 80X - CONCRE TE TYPE I 2 2 2 3 I I 22 22 EACH
616 490 000 PULL 80X-CDNCRETE TYPE 2 2 2 2 2 2 2 4 25 29 EACH
616 500 000 PULL 80X-CDNCRETE TYPE 3 1 I I I I I I I 2 13 15 EACH
611 000 940 CA8LE-CDPPER 9 AWG 14-600 V 15 200 75 250 325 ~TERS
611 001 240 CABLE-COPPER 12 AWG 14-600 V 60 10 145 130 120 90 130 140 215 1315 1530 ~TERS
611 001 640 CABLE-COPPER 16 AWG 14-600 V 15 15 80 415 495 ~TERS
611 004 619 CA8LE-COPPER 6 PAIR AWG 19-CO.... 91 64 112 124 151 258 10 161 16 220 2691 2911 ~TERS
611 006 010 CABLE-COPPER COAXIAL-VIDEO 10 BO 15 70 15 80 165 1160 1325 ~TERS
611 006 050 CA8LE-COPPER COAX 50 OHIl 10 mm 15 15 20 15 65 45 110 ~TERS
611 010 060 CONDUCTOR- COPPER AWG 6- 600 V 180 265 225 225 220 25 315 345 225 2950 3115 ~TERS
611 010 080 CONDUCTOR-COPPER AWG 8-600 V 240 250 250 230 220 220 15 1960 2035 ~TERS
611 010 100 CONDUCTOR-COPPER AWG 10-600 V 60 210 200 150 160 115 130 200 345 2395 2140 ~TERS
611 130 200 LUIlINAIRE ASSEloIlL Y-200 W SV 2 2 2 2 I I I 14 15 EACH
611 130 400 LUIlINAIRE ASSEWL Y-400 W SV 4 4 EACH
611 140 120 SIGNAL STANDARD TYPE 1-120 I I I 2 EACH
611 155 520 SIGNAL STANDARD TYPE 2-A-500-2 2 2 6 6 EACH
611 155 530 SIGNAL STANDARD TYPE 2-A-500-3 2 I 1 1 EACH
611 155 540 SIGNAL STANDARD TYPE 2-A-500-4 2 2 I 2 I 12 13 EACH
611 155 950 SIGNAL STANDARD TYPE 2-A-900-5 I 4 5 EACH
611 155 910 SIGNAL STANDARD TYPE 2-A-900-1 2 2 EACH
611 165 530 SIGNAL STANDARD TYPE 3-A-500-3 I I EACH
611 165 540 SIGNAL STANDARD TYPE 3- A-500- 4 2 2 2 2 I I 14 14 EACH
611 165 960 SIGNAL STANDARD TYPE 3-A-900-6 2 2 EACH
611 165 980 SIGNAL STANDARD TYPE 3-A-900-B I I EACH
611 115 000 SIGNAL STANDARD-IlllIlIFY I I EACH
611 192 000 PUSH 8UTTON/PEDESTRIAN 4 4 4 4 4 4 4 48 52 EACH
611 231 330 SIGNAL-TRAFFIC 3 COLOR-I WAY 30-30-30 B 10 10 10 10 8 10 11 24 140 164 EACH
611 251 330 SIGNAL - TRAFF IC 5 COLOR-I WAY 30- 30- 30- 30 I 3 9 12 EACH
611 280 020 SIGNAL-PEDESTRIAN 8 B 8 B B 8 8 8 22 104 126 EACH
611 405 400 CONTROLLER/TRAFF IC- ACTUA TED TYPE 4A I I I I I 1 I I 2 13 15 EACH
611 405 800 CONTROLLERITRAFF IC- ACTUA TED TYPE SA I I 2 3 EACH
611 410 200 CONTROLLER-CABINET PEDESTAL TYPE II I I I I I I I I II 12 EACH
611 410 400 CONTROLLER-CA8INET PEDESTAL TYPE P I I 2 3 EACH
611 500 090 DETECTOR- VIDEO 2 2 2 2 2 2 4 29 33 EACH
611 510 000 DETECTOR/LOOP SHIELDED CA8LE 33 33 33 ~TERS
611 610 500 SERVICE ASSEWL Y-50 A.... I I I I I B 8 EACH
611 610 600 SERVICE ASSEWL Y-60 A.... I I 2 3 EACH
611 800 100 REIoIlVE AND SAL V AGE 0.04 0.04 0.065 0.065 0.065 0.065 0.04 0.065 0.IB5 0.815 I LU.... SUIl
611 801 030 REIoIlVE AND RESET EXISTING POLE I I I I EACH
611 900 030 YAGI ANTENNA I I I I 4 3 1 EACH
619 214 000 POLES-TREATED TIIlIlER CLASS 4 9 9 9 9 9 9 9 81 90 ~TERS
4J.
"\..4... l'
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* - INDICATES STATE FURNISHED MATERIAL
ELECTRICAL
DETAIL DRAWING
DESIGNED
DRAWN AWL 2ChJUL-05
CHECKED
REVISED AWL 7-M
REVISED AWL 29-SEP-Q6
REVISED
QUANT ITY SUMMARY
NO SCALE
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I
305 mm
NOTE - COLD MIXED ASPHALT MAY BE USED FOR A TEMPORARY PATCH
IF HOT MIX ASP HAL T IS NOT AVAilABLE. USE 100 mm OF
HOT ASPHALT FOR THE PERMANENT PATCH. CUT EXISTING
ASPHALT 25 mm BEYOND TRENCH AND APPLY A TACK COAT
PRIOR TO INSTAlliNG THE PERMANENT PATCH.
VIDEO DETECTION CAMERA
"'0 mm PIPE
AB-3006-L ASTRO BRACKET
CLAMP KIT "'0 mm PIPE-T
OR VIDEO CAMERA MANUF ACTURER
SUPPLIED BRACKET
SIGNAL STANDARD MASTARM
VIDEO CAMERA MOUNTING DETAIL
2S non -1 f-- -1 f-- 2S mm
FLOWABLE FILL
FLOWABLE F ILL FOR TRENCHES
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-3
YAGIANTENNA
NOTE - LOCATE THE CAMERA APPROXIMATELY
ONE METER FROU THE END OF THE
SIGNAL MAST ARU.
TYPE "N" CONNECTOR
10mm (50 OHM)
COAXIAL CABLE
U-BOLT
FURNISH ALL IAOUNTlNG HARDWARE
AS PART OF UNIT BID PRICE FOR
EACH VIDEO DETECTOR.
91 "'mm X 28mm O. D. TUBE,
EXTRUDED ALUMINUU WITH
TUBE SEAL FOAM AND
CAPPED ON BOTTOU
YAGIANTENNA
U-BOLT
ARU BAND
BUCKLE
SKY BRACKET OR
EQUIVALENT
ARM BANO AND
BUCKLE
SIGNAL POLE
LUMINAIRE EXTENSION
ROUTE CABLE TO
CONTROLLER CABINET
CABLE GRIP (PROVIDE
J-HOOK IF REQUIRED)
TYPE "N" CONNECTOR
19mm DIAMETER HOLE, BREAK
SHARP EDGES. INSTALL RUBBER
GASKET AND SEAL WITH
WATERPROOF SEALANT.
PROVIDE STRAIN RELIEF FOR
THE CABLE USING A STAINLESS
STEEL WIRE MESH GRIP.
91 "'mm x 28mm O. D. TUBE,
EXTRUDED ALUMINUM WITH
TUBE SEAL FOAM AND
CAPPED ON BOTTOM
U-BOLT
10mm (50 OHM)
COAXIAL CABLE
INTERCONNECT ANTENNA MOUNT ING
TYPE 3-A SIGNAL POLE
ARM BAND AND
BUCKLE
SKY BRACKET OR
EQUIVALENT
U- BOL T
1/
~
~~~
'\+~
~~'i;y
19mm DIAMETER HOLE, BREAK
SHARP EDGES. INSTALL RUBBER
GASKET AND SEAL WITH
WATERPROOF SEALANT.
PROVIDE STRAIN REL IEF FOR
THE CABLE USING A STAINLESS
STEEL WIRE MESH GRIP.
ROUTE CABLE TO
CONTROLLER CABINET
ELECTRICAL
DETAIL DRAWING
INTERCONNECT ANTENNA MOUNT ING
TYPE 2-A POLE
CAMERA MOUNT ING
ANTENNA MOUNT ING
NO SCALE
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ANCHOR BOLT PATl'ERN
(VERIFY BEFORE PLACING ANCHOR BOLTS I
I 1030 mm
8 a
r
E
E TYPE "P" CABINET
0
....
...
La a
1
E
~
....
...
1
613 mm
TYPE "M"
CABINET
~
"7~."~ ~
NO. B CRIMPED HIGH CARBON STEEL
WIRE SPACED AS SHOWN. 6 ONE WAY.!
5 THE OTHER WAY. \
\
01--+--+-+-+
-+-+-+-+-+
=tmt:t=:mt
-+-+-+-+-+
-+-+-+-+--f1-
I STATE I PROJECT NUMBER I SHEET NO.
I MONTANAI CM-STPP 1299(14) I E-4
CITYWIDE SIGNAlS - BOZEMAN
~~..-~.
I
CjW
C L
NOTE:
LOCA TE CONDUITS NEAR THE CENTER OF THE
PEDESTAL - BETWEEN 152 mm AND 254 mm FROM
THE FRONT OF THE CAB INET.
EXTEND CONDUIT 50 mm TO 100 mm ABOVE THE
CONCRETE PEDESTAL.
NOTE:
LOCATE CONDUITS NEAR THE CENTER OF THE
PEDESTAL - BETWEEN 100 mm AND 200 mm FROM
THE FRONT OF THE CABINET.
EXTEND CONDUIT 50 mm TO 100 mm ABOVE THE
CONCRETE PEDESTAL.
PROVIDE PULL BOXES CONSTRUCTED OF CLASS .. DO" CONCRETE OR EOUAL
l
[
~ 0
A
[
- /I,ll
,/I" II
'1/ II
:1/ _ II
-1/ II
11'1 II
If II
ORAIN~.II '~:J
. II
i
E
o
,II -1111, ,",~""
'1 II 1111 - 1111-' Lr-COMPLETELY SEAL THE BASE
II 1111 ,'OF THE CABINET BY PLACING
111111 II
11'1111 ' II ' SILICONE SEALANT BETWEEN
II '1, - THE CONCRETE PEDESTAL
II 1111 AND THE BOTTOM OF THE
II I11I II CABINET
'1 II 11\1:::::!-'
II 1111 1--1200 mm-- -
II 1111 tlI\WA\\9J. -1-1 - , ,-
11'1111 ",.",,,,,11 T '1', '1' ,
II 1111 '1 '\ L ~j
II 1111' 100 mm
11-1111 ,"
II III1 ,I "----CONCRETE PAD
II IIII
11,1111
1111\\
=========:-.!/ ~ '\.'":.=== =
'1
'1
'1
'"
u. 1
L
I.
'1
'1
'1
'1
B
rl
CONTROLLER CABINET MOUNTING
CONCRETE PEDESTAL DIMENSIONS
A
TYPE M 864
TYPE P 1220
DIMENSION Imm}
BCD E
965 483 610 610
1320 711 838 610
TYPICAL CABINET DIMENSIONS
DIMENSION Imm} t
WIDTH HEIGHr DEPTH
TY PE M 762 1285 432
TYPE P 1118 1372 661
n
',-1111 II ", ' II, ,
, 1111 II, II'
'111111 11'1'r21 mm SCHEDULE 80
, 1111'111 II PLASTIC CONDUIT
, IIII II II I BARE AWG NO.6
1111.11 '1 '111
- 1111 II
\-jll II' I
1111
'1 11,11
II I
1111
11,11
II II
II II
II II '1
'111,11
II \I
~ '\.'":.===
~
o--C-----<
'1
'1
~
D ---j
F
914
914
10 mm BRASS J BOL T WITH
25 mm OIAloETER BEND /
~w/ 1 ~51
~..."1T.. ~1'.'"'
I L~bLl~~"~W
o I: ~.I REINFORCED CAGE'
L'~~' .:' -NO. 16 GALVANIZED
~ : 19 mm loESH
-11- 10 mm BRASS HOLD DOWN 80L T
25 WITH HEXAGONAL BRASS NUT
511
~L I
rrn 1 r51
: It. "'f: . ~:. "'11:": \ '1
f; ~ ~ J.',
. IDL .
Y ~
-11- 25
CLASS "0" CONCRETE
FOUND A liON
PULL BOX - CONCRETE
MINIMUM DIMENSIONS
TYPE 1 TYPE 2 TYPE 3
r~LECTRICAL BOND. AWG NO.6
COPPER OR EOUAL
/CONCRETE SIDEWALK OR ASPHALT
I
~7~
,-610 mm MINIMUM
I I~~ACE OF CURB
L = 489 mm L = 641 mm L = 830 mm
W = 337 mm W = 413 mm W = 500 mm
0 = 300 mm 0 = 300 mm 0 = 430 mm
10 L = 362 mm 10 L = 514 mm 10 L = 710 mm
10 W = 210 mm 10 W = 286 mm lOW = 380 mm
C L = 381 mm C L = 533 mm C L = 730 mm
C W = 229 mm C W = 300 mm C W = 400 mm
NOTE: WHEN RE PL AC ING AN EXISTING
PULL BOX, ADJUST CONDU IT
STUB HE IGHT ACCORD INGL Y..
SCb ~
'"' ~~
I e:~ :p
L~ 000
'1
-16 mm x 2438 mm
COPPERWELO
GROUND ROO
::i \ 00
I 9. STUB CONDUIT 100mm TO 152mm
;:r.. r ABOVE BOTTOM OF PULL BOX
~I / ~ONOUIT IN PLACE
~';1 """'""
o "'--25 mm CLEAN STONE
DRAINAGE NO HIGHER
THAN 50 mm INS IDE
BOTTOM OF PULL BOX
PULL BOX INSTALLED IN A SIDEWALK OR ASPHAL T
/ ~75 mm MINIMUM
-7~
r:ELECTRICAL BOND.
COPPER OR EOUAL
130
I
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ALL DIM~~S ARE MILLIMETERS
(mm) uN"iXss OTHERWISE NOTED
AWG NO.6
I
t
1 ":' '"
1
585
i\
"
. ____CLASS "0" CONCRETE PAD
..: IE
~~
~ fP
:-.0 qY)
STUB CONDUIT 100 mm TO
152 mm ABOVE BOTTOM
OF PULL 80X
\ c9 \ ~ CONDUIT IN PLACE
~ AS REOUIRED
~~" .. "'.. "'"
DRAINAGE NO HIGHER
THAN 50 mm INSIDE
BOTTOM OF PULL BOX
ELECTRICAL
DETAIL DRAWING
PEDESTAL MOUNTINGS FOR
TYPE "M" AND TYPE "p"
CONTROLLER CABINETS
PULL BOX CONCRETE TYPE 1,2 & 3
PULL BOX INSTALLED IN DIRT
NO SCAlE
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BUlC11lICAL
IDENT ITY
NO.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
WATERTIGHT CONNECTORS
TYPES 1,6,11 & 16 TYPES 2,7,12 & 17
~II DO II ~ --: )]J==r~: urn :1lIllIi-
-----
NON-FUSED BREAKAWAY FUSED BREAKAWAY
DESCRIPTIVE
SYMBOL &
WIRE SIZES
~---L
~
~
=J: TYPES 3,8,13 & 18
~ ~~::=
~ ----L 1lIllIi-
~ FUSED BREAKAWAY
~
=S 6
~ 6
~ 4
TYPES 4,9,14 & 19
~ ~'3"::=
4 1lIllIi-
~
4 NON-FUSED BREAKAWAY
~ 4
4
=:J
~~
~
~ TYPES 5,10, 15 & 20
~
~ 10 1lIllIi-
~ 10
NON-FUSED NON-BREAKAWAY
PROVIOE A PLUG AND RECEPTACLE HOUSED IN WATER-
RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL
IN THE GROUND OR INSTALLATION IN SUNLIGHT.
THE HOUSING. CONSISTING OF 2 SECTIONS, PROVIDES
A WATERTIGHT SEAL AROUND THE CABLE AND A
WATERTIGHT SEAL BETWEEN THE TWO SECTIONS AT
THE POINT OF DISCONNECTION. SUPPL Y EACH K IT WITH
SUFFICIENT SILICONE COMPOUND TO LUBRICATE t.E:TAL
PARTS AND THE RUBBER HOUSINGS FOR EASY ASSE!.tiL Y.
WHERE INDICATED, CRIMP A COPPER PIN AND A COPPER
RECEPTACLE TO THE CABLE. THE RECEPTACLE IS TO
ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH
THE USE OF A COPPER BERYLL IUIA SPRING AND BE
EOUIPPED WITH A DISPOSABLE IAOUNTlNG PIN. THE PIN
IS TO BE CONSTRUCTED OF AT LEAST HALF-HARD
IAATERIAL. THE CRIIof'ING PORTION IS TO BE FULLY
ANNEALED WHILE THE REST OF THE PIN IS IAAINTAINED
IN ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE
IS TO BE FULLY ANNEALED. THE PIN AND RECEPTACLE
ARE TO LOCK TOGETHER SO THE CONNECTION IS
IAAINTAINED WHEN A IAINIIAUM FORCE OF 89 NEWTONS
TENSION IS APPLIED TO THE ATTACHED CABLES.
PROVIDE FUSED CONNECTOR KITS CONTAINING A PAIR
OF SPRING LOADED 90:1. CONDUCTIVITY CONTACTS FOR
GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE.
THE CONTACTS MUST BE FULLY ANNEALED AND
ADAPTED TO BE CRIMPED TO THE CABLE.
HANDHOL E
& COVER
E
E
oil
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o
TYPE 1-100
TERMINAL
COMPARTMENT
M
115 mm 0.0.
STANDARD
STEEL PIPE
115 mm SLlPF ITTER
PEDESTRIAN
PUSH BUTTON
PEDESTRIAN
PUSH BUTTON
TYPE 1-120
ANCHOR BOl T
(4 TYPICAL I
CAST BASE
PROJECT NUMBER SHEET NO.
CIA-STPP 1299(141 E-5
CITYWIDE SIGNALS - BOZEIAAN
ARROW TO BE LEFT OR RIGHT.
OR BOTH AS REOUIRED.
11-:.:
127 mm x 197 mm ALUMINUM
SIGN. BLACK LETTERS
ON WHITE BACKGROUND.
BACK OF CASTING SHAPED TO
FIT CURVATURE OF POST. FOR
MOUNTING ON PEDESTRIAN PUSH
BUTTON POST, FORM CASTING
TO FIT TOP OF POST.
PEDESTRIAN PUSH BUTTON
USE GRADE 400 REINFORCING STEEL
19. Imm DIA. REBAR 1787mm LONGl
18 TYPICAL I
12.7mm DIA. REBAR HOOPS AT
305mm CENTERS
ANCHOR BOl T
CIRCLE
SECT ION B- B
PROTRUDE CONDUIT FROM
FOUNDATION AT LEAST 75 mm
somm~..
oil .
e2s ...
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~610mm~~ mm
NO.6 AWG BARE GROUND WIRE
OR PIGTA.. EXTENSION SECURED
UNDER ANCHOR BOL T NUT.
COPPER GROUNDING STRAP BETWEEN
ANCHOR BOl T. CONDUIT & AWG NO. 6
BARE GROUND WIRE OR PIGTAIL
EXTENSION.
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CONDUIT AND WIRING DIAGRAM
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----.
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8
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PWR -------------
'\
I
I EXISTING SIGNAL POLES
,-
I
NEW MODEL 721 DETECTOR
M
EXISTING SERVICE
WITH METER, S-2
CONDUIT AND WIRE SCHEDULE
o
o
+
o
1.0
W W
~
EXISTING TYPE 3 PULL BOX
NEW TYPE 4A CONTROLLER
ON EXISTING CONCRETE PEDESTAL
SUBWAY
~ EXISTING 53 mm PLASTIC CONDUIT
~ EXISTING 2 OF 5 AWG NO. 14 SIGNAL CABLE
EXISTING 1 OF AWG NO. 10 CONDUCTOR (GROUND)
~ EXISTING 53 mm PLASTIC CONDUIT
~ EXISTING 1 OF 5 AWG NO. 14 SIGNAL CABLE
EXISTING 1 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING 53 mm PLASTIC CONDUIT
~E EXISTING 1 OF 5 AWG NO. 14 SIGNAL CABLE
~ NEW I OF EMERGENCY PREEMPTION CABLE
EXISTING 1 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING 3 OF AWG NO.6 CONDUCTOR (SERVICE)
EXISTING 2 OF 53 mm PLASTIC CONDUIT
EXISTING 4 OF 5 AWG NO. 14 SIGNAL CABLE
l' NEW 1 OF EMERGENCY PREEMPTION CABLE
~ NEW 2 OF 6 PAIR INTERCONNECT CABLE
EXISTING 3 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING 3 OF AWG NO. 6 CONOUCTOR (SERVICE)
^ NEW 41 mm PLASTIC CONDUIT
~ NEW I OF 6 PAIR INTERCONNECT CABLE
DESIGNED
DRAWN AWl 2O-JUl--05
CHECKED
REVISED AWl
REVISED AWl
REVISED
INSTALL NEW CONDUIT A MINIMUM 900 mm DEEP
BOZEMAN HIGH SCHOOL
~~
~f
l/
PROJECT NUUBER SHEET NO.
CM-STPP 1299(14) E-9
CITYWIDE SIGNAlS - BOZEMAN
j
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--------~---~
REMOVE EXISTING PULL BOX
INSTALL NEW TYPE I PULL BOX
~
~~~
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REFERENCE: ~~~
PROJECT N~~-50-2(28)88
PROJECT NO. STPP 50-2(55)88
PROJECT NO. CM-STPP 1299(14)
BOZEMAN HIGH SCHOOL
MAIN STREET
BOZEMAN
GALLATIN COUNTY
o
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-
7.5
SCALE : 10 250
2.5
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2
3
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POLE SCHEDULE
OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTD SIGNAL LUMINA IRE LUMINAIRE LUMINAIRE
ITEM NO. TYPE LINE STATION (~ POLE) BASE DIA. X DEPTH --- ---
LEFT ARROW RIGHT ARROW MAST ARM MAST ARM HE IGHT TYPE
611 165 980 3-A-900-8 MAIN STREET 6 I +61. 3 16.2 m LT. ANCHOR 915 mm X 3660 mm I 15.0 m 4.5 m 10.1 m 400 WATT
611 155 950 2-A-900-5 61+89.0 13.8 m LT. ANCHOR 160 mm X 2440 mm I 10.5 m
611 165 960 3-A-900-6 61 +83.9 12.1 m RT. ANCHOR 160 mm X 2440 mm 12.0 m 4.5 m 12.2 m 400 WATT
611 155 950 2-A-900-5 61 +63. I 12. I m RT. ANCHOR 160 mm X 2440 mm 10.5 m
SIGNAL IND ICA T IONS
@ 300 mm LED ~ 300 mm LED
('0 300 mm ('0 300 mm
@ 300 mm LED @ 300 mm LED
(f) 300 mm
Y & G @@@@
@@ @(D@@
@@@
300 mm LED
300 mm Ml
300 mm LED
300 mm
Y&GQn
LED
WITHOUT COUNTDOWN
@ 8 REQUIRED
CONDUIT AND WIRING DIAGRAM
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/,&
DESIGNED
DRAWN AWL 2o-JUl...(J5
CHECKED
REVISED AWL 7-MA
REVISED AWL 29-SEP-ll6
REVISED
REFERENCE:
PROJECT NO. US 449(2)
PROJECT NO. F 50-2(23)88
PROJECT NO. STPP 50-2(55)88
BOZEMAN !
HIGH SCHOOL
0 -0 3=
::E
"I" :0 j 0
+ WENDY' S N
NEW TYPE 2 +
U) N
1.0
REMOVE OVERHEAD WIRING
8
~
I
PWR PWR PWR ~ 8
w w - w
EW TYPE 2 PULL BOX
P~
VIDEO CAMERA
-
MAIN
~
MODEL 722 DETECTOR
VIDEO CAMERA
REMOvtWhlSTING PULL BOXWR
INSTALL NEW TYPE 1 PULL BOX
BA CONTROLLER (MASTER)
P PEDESTAL
PULL BOX
FIRE flY DRANT
I
REMOVE AND SALVAGE EXISTING
TRAFFIC SIGNAL. SEE SHEET E-42
FOR EXISTING TRAFFIC SIGNAL PLANS.
-0
::E
:0
.;;1/ / /
v;
REMOVE EXISTING SERVICE ASSEMBLY
INSTALL NEW 60 AMP SERVICE ASSEMBLY, S-3
@ "
::E
:0
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-l0
CITYWIDE SIGNALS - BOZEMAN
CONDUIT AND WIRE SCHEDULE
NEW 53 mm PLASTIC CONDUIT
^ NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW I OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 10 CONDUCTOR (liGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 2 OF S3 mm PLASTIC CONDUIT
8. NEW 2 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW 2 OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 10 CONDUCTOR (LIGHTING)
NEW 2 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
^ NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW 1 OF VIDEO COAXIAL CABLE
NEW I OF EMERGENCY PREEMPTION CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
'I} NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW I OF VIDEO COAXIAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
^ NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
ill NEW 1 OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 10 CONDUCTOR (liGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
8. NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW 1 OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 10 CONDUCTOR (liGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
^ NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
ill NEW 1 OF VIDEO COAXIAL CABLE
NEW 1 OF EMERGENCY PREEMPTION CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUNO)
NEW 4 OF 53 mm PLASTIC CONDUIT
NEW 4 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW 2 OF EMERGENCY PREEMPTION CABLE
~ NEW 4 OF VIDEO COAXIAL CABLE
NEW 3 OF AWG NO.6 CONDUCTOR (SIGNAL)
NEW 4 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING 27 mm STEEL CONDUIT
^ REMOVE EXISTING WIRING
~ NEW 2 OF AWG NO. 10 CONDUCTOR (liGHTING)
NEW 3 OF AWG NO.6 CONDUCTOR (SIGNAL)
^ NEW 41 mm PLASTIC CONDUIT
~ NEW 1 OF 6 PAIR INTERCONNECT CABLE
^ EXISTING 27 mm STEEL CONDUIT
L!:!.:::,. EXISTING 2 OF AWG NO. 6 CONDUCTOR (L H
8. NEW 53 mm PLASTIC CONDUIT
~ NEW 2 OF 6 PAIR INTERCONNECT
INSTALL NEW CONDUIT A ~900 mm DEEP
~~
PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
MAIN STREET & 11 TH AVENUE
BOZEMAN
GALLATIN COUNTY
SCALE . 1: 250
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REVISED
SERVICE WIRING DIAGRAM S- 3
120/2~0 VOLT
SERVICE
AWC NO.2
BARE AWC NO. Ii
llGHTlIlKG ARRESTOR
C~CUlT BREAKER
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II. E. II. A. TYPE 3R
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PHASE DIAGRAM
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PHOTO-ELECTRIC
COIITROl
EXISTI/IG AWC NO.l~
CIRCUIT BREAKER
50 AIIi'.2 POLE.
SIIIGLE THROW
AUTO-QFF-WAllUAL
SWITCH
20 Alii' RELAY
2 POL E. S INGLE THROW
EXISTI/IG AWC NO.6
TO EXISTING LUtAIIIAIRES
EXISTING AWC 110. Ii
TO EXISTIIlG LUMINAIRES
IIEW AWC 110. 10
TO IIEW L\lIIIINAIRES
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EXISTING
LUIAINAIRE POLE
152mm lAIN.
NEW METER MAIN
NEW CABINET
'S24mm MIN.
1829mm MAX.
lD
0..
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1.83m
Min.
,. ,,.
14-
14-
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..'
...
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0..
0..
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NEW BARE AWG NO. 6
. .'
NEW 16 mm X 2440 mm COPPERWELD
GROUND ROD
\
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14-
14-
SERVICE ASSEMBLY DETAIL
L 7S mm Min.
AWG NO. 10
INSIOE POLE
PROJECT NUMBER
1299(14)
E-ll
CONNECT GROUNO WIRE TO
GROUNDING LUG IN POLE BASE
AWG NO. 10
PULL BOX
AWG NO. 10 lGROUND)
TO CONTROLLER CABINET
SERVICE
~ INDICATES WATERTIGHT CONNECTORS.
SEE DETAIL DRAWING ON SHEET NO. E-5.
FURNISH MIDGET FERRULE TYPE FUSES
RA TED AT 10 AMPS FOR 400 WATT LUMINAIRES
~
~ 'f>-~
\,+~
~~~\J
PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
MAIN STREET & 11 TH AVENUE
BOZEMAN
GALLATIN COUNTY
NO SCALE
SIGN~L INDIC~iIONS
CONDUn ~ND 'HIRING D\~GR~M
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CONOU \i ~ND 'H\RE SCHEDULE
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NEll 2 01" S3 11I11I f'L~SlIC eOl-IOUl1
Ntll 2 Of 12 ~llG NO. 14 SIGNt.L Ct.BLt
&,. "'. , Of ,,"R".C' .."",,,oR c,BCE
B NEll I 01" G f'~IR INTtRCONNtCl C~BLE
NEll 2 01" 'JIOEO CO~XI~L c~BLE
"'. 2 Of ,.. NO. ,0 CCOOUC'OR IGR"'"
Ntll S3 mill f'Lt.SlIC CONDUI1
jJ;), "'. , Of , "G .0. "S1""C C,BC'
"'. , Of ,.. .0. '0 CoROu01"" I GROI>'O ,
NE'/l '53 11I11I pL~STIC CONDUI1
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D NEll I Of 'JIOEO COt.Xlt.L C~BLE
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NE'll S3 mill f'L~SI IC CONDUIT
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E NEll I 01" 'J\OEO CO~XI~L C~BLE
"" \ Of ,..,~ \0 CoROUC''" 'GRooNO\
NEll S3 mill f'L~SIIC CONDU\1
&, .EW ' Of ,2 ,.. NO. ",~..c "BC'
I" NEll I 01" EMERGENCV pREEt.f'110N C~BLE
"" , Of ,...~ ,0 C,"OUC''''' IGRoo",'
NEll 4 01" 153 11I11I f'L~S11e CONau\1
NEll I 01" '3 t.llG NO. \ 4 SIGN~L C~BLE
NE.ll "3 Of 12 ~llG NO. 14 SIGN~L c~BLE
b "'. 2 Of ",;RGE.'" ,,,,,,.,"0' "BcE
\'\ NEll 2 Of G f't.IR IN1ERCONNECT Ct.BLE
NEll 2 Of 'JIDEO CO~X\~L C~BLE
"'. , Of ,.. .0. . cCOOUC''''' ",,,"E>
.c. . Of ,.. .0. \0 cONooC'OR 'GROO'O'
EXISTING 41 11Im SIEEL CONaul1
&. REt.AO'JE EXIS11NG lllRING
"'. , Of ,.. '0. . cONOUC''" "E.v"E'
b "'. .. "'" ,,-"'" cCOOUn
loA NEll I Of G f'~IR INTERCONNECl Ct.BLE
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INST~LL NE'fI CONDUIT ON M~\N SIREET
~ MINIMUM 900 11I11I OEEf'
1300 m({l LEO
'{ 300 ({1m
G 300 m({l LEO
@fJJ0@
@@@
\@
LEO
'fll'n-IQU1 CQUN10Q'fl\ll
G REQUIREO
CONDUI1 10 ELECTRIC~L SER\lICE.
SEE s\'\EEl E-"31 FOR SER'JICE LOCt.1ION.
REFERE.NCE: ~:v
PROJECl 1'1 IIG)
PROJECl N~ 1206(2) UN\l I
PROJECl NO. I" 50-2(23)88
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REt.AO\lE t.ND S~L\lt.GE EXISTING
TRt.Ff IC SIGN~L. SEE S\'\EE 1 E - 42
FOR EXISlING lRt.fflC SIGNt.L PL~NS.
'20/2<0 vO\.l
SERVICE
~1IG 110.2
CIICUll llRE~f.R
,00 A....2 pO\.E.
slMGLf. It<1l0W
POLE SCHEOULE LUloA\N~\RE LUloA\NMRE
PEOES1Rlt.N pus\'\~ S ION "'L LUloAIN",\RE
offSE1 lVpE POLE I" ouNO ",liON ~.---: ~ w..S1",RloA t.I"'SI",Rt.I I-IE\O\'\i i'lpE
POLE liEt.I NO. npE LINE SI ",i \01'1 1ft POLE) B",SE 0\"'. y.. OEpll-1 LEn "'RRO'll RIGl-li ",RRO'll :::::::::-::::: ~ ~
NO. 160 mm y.. 2440 mm I ::::::::::--::: \0.5 m ~ ~
t.I",IN SiREEi 64+46.0 11.0 m Li. ~NCI-IOR :::::=--:::::: 9.0 m ::::::=--:::::.
\S4 950 2_,,-900-5 160 mm y.. 2440 mm I ~ ~
\ 1>11 64+12. \ \1.1 m Li. "NCI-IOR ~ \--- 1.5 m ::::::=--:::::.
152 540 2- ",_500-4 160 mm y.. 2440 mm I :::::=--::::::-
2 1>11 64+15. \ 12.0 m Ri. "NeI-lOR ::::::::-:::::: 1 ::::::::-:::::: ::::::::-:::::: ::::::=--::::::
3 1>\1 152 530 2_,,-500-3 11.4 m Ri. eRUI<."''ll''''1 610 mm y.. 915 mm
140 120 1-120 1 64+44.2
4 1>11
8~Rf. ~1IG 110. &
GR(lUIIIlRoo---------
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PROJ(C1 NO. C~-S1PP \299\\'
1R~n: IC SIGN~L \JPGR~Dt.
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7.5 m
12.0 m 4.5 m 12.2 m 400 WATT .
7.5 m
. LUMINA IRE INCLUDING PHOTOELECTRIC CONTROL
CONDUIT AND WIRE SCHEDULE
POLE SCHEDULE
NEW 53 mm PLASTIC CONDUIT
~ NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW I VIDEO COAXIAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 2 OF 53 mm PLASTIC CONDUIT
NEW 2 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW 1 OF EMERGENCY PREEMPTION CABLE
~ NEW I VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW 2 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
^c NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW I VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
'I} NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW I VIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
^ NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW I OF 6 PAIR INTERCONNECT CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
^ NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW I OF EMERGENCY PREEMPTION CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
o NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW 1 VIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 4 OF 53 mm PLASTIC CONDUIT
NEW I OF 9 AWG NO. 14 SIGNAL CABLE
NEW 2 OF 12 AWG NO. 14 SIGNAL CABLE
^ NEW 2 OF 16 AWG NO. 14 SIGNAL CABLE
~ NEW 2 OF EMERGENCY PREEMPTION CABLE
NEW 2 OF 6 PAIR INTERCONNECT CABLE
NEW 2 VIDEO COAXIAL CABLE
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
NEW 4 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING 53 mm STEEL CONDUIT
^ REMOVE EXISTING WIRING
~ NEW 1 OF 9 AWG NO. 14 SIGNAL CABLE
NEW 1 OF 6 PAIR INTERCONNECT CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
^ NEW 41 mm PLASTIC CONDUIT
~ NEW I OF 6 PAIR INTERCONNECT CABLE
^R EXISTING 41 mm STEEL CONDUIT
~ REMOVE EXISTING WIRING
NEW I OF 6 PAIR INTERCONNECT CABLE
^ NEW 41 mm PLASTIC CONDUIT
~ NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
PEDESTRIAN PUSH BUTTO
-- --
LEFT ARROW RIGHT ARRO
POLE ITEM NO. TYPE LINE STATION
NO.
I 61 7 175 000 2-A-500-3 MAIN STREET EXISTING
2 EXISTING 1-100 EXISTING
3 617 155 530 2-A-500-3 66+06.0
4 617 165 960 3-A-900-6 66+05.3
5 617 155 530 2-A-500-3 65+81.8
OFFSET
(It. POLE)
EXISTING
EXISTING
12.6mLT.
1I.4mRT.
11.7 m RT.
TYPE POLE
BASE
EXISTING
EXISTING
ANCHOR
ANCHOR
ANCHOR
FOUNDATION
DIA. X DEPTH
EXISTING
EXISTING
760 mm X 2440 mm
760 mm X 2440 mm
760 mm X 2440 mm
SIGNAL
MAST ARM
7.5 m
LUMINAIRE
MAST ARM
4.5 m
....
REMOVE EXISTING SERVICE ASSEMBLY
EXISTING PULL BOX
EXISTING POLE, USE IN PLACE.
REPLACE PEDESTRIAN SIGNAL INDICATION.
EXISTING POLE, USE IN PLACE.
REPLACE SIGNAL INDICATIONS.
REMOVE EXISTING CONTROLLER
CABINET. INSTALL LUMINAIRE
EXTENSION. 0
l.O
+
L()
l.O
NEW TYPE 4A CONTROLLER
NEW TYPE M PEDESTAL
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it GAS +
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PWR
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IRE HY DRANT
- w - - - - 'N -- - IV
MAIN' STREET-
VIDEO CAMERA
....s..I..Il.1 - --- --s-fM-- --=-- - ')"";li;r- _ =-=
2 PULL BOX
R/W
8)
r
I
NEW TYPE 2 PULL BOX
OTHERS
1 PULL BOX
REMOVE AND SALVAGE EXISTING
TRAFFIC SIGNAL. SEE SHEET E-42
FOR EXISTING TRAFFIC SIGNAL PLANS.
INSTALL NEW CONDUIT ON MAIN STREET
A MINIMUM 900 mm DEEP
PHASE DIAGRAM
<xl
<xl
o
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.- - - - -. ~
DVERL:P I+- .... I+--- I+---
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.- - - - -.
o 1 f o 2 f o 3 o 4 f
LUMINA IRE
HE IGHT
12.2 m
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-13
CITYWIDE SIGNAlS - BOZEMAN
LUMINA IRE
TYPE
400 WATT .
SIGNAL INDICATIONS
300 mm LED ~ 300 mm lED
300 mm 6J 300 mm
300 mm LED G 300 mm LED
300 mm
Y & G 0000
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@ 300 mm LED [M]
6J 300 mm
@ 300 mm LED
~ 300 mm
Y & G 01 LED
WITHOUT COUNTDOWN
@ @ 6 REQUIRED
CONDUIT AND WIRING DIAGRAM
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PROJECT NO. CM-STPP 1299(14)
DESIGNED
DRAWN AWl. 2O-JUL-05
CHECKED
REVISED AWl. 7-MAR
REVISED AWl. 29-SEP-05
REVISED
REFERENCE:
PROJECT NO. U 222(16)
PROJECT NO. M 1206 (2) UNIT I
PROJECT NO. HES 50-2(12)89
PROJECT NO. F 50-2(23)88
TRAFF IC SIGNAL UPGRADE
MAIN STREET & 7TH AVENUE
BOZEMAN
GAL L AT IN COUNTY
SCALE . I: 250
o 5 10
-
2.5 7.5
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CIRCUIT BREAKER
100 A"'. 2 POLE.
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BARE AIIG NO.6
CIRCUIT BREAKER
20 A....2 POLE.
SINGLE THROW
LIGHTNING ARRESTOR
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SINGLE THROW
AIIG NO.6
TO CONTROLLER CABINET
AWG NO. 10 (GROUND)
AIIG NO.6
AIIG NO. B
TO LUIIINAIRES
1120 VQ.T$l- TO SIGNAL
,IIEUTAM. ,- CONTROLLER
cGROUNDJ-
PULL BOX
DESIGNED
DRAWN AWl 29-SEP-OO
CHECKED
REVISED
REVISED
REVISED
PROJECT NUMBER
CM-STPP 1299(14)
CITYWIDE SIGNALS - BOZEMAN
SERVICE
AWG NO. 8
INSIDE POLE
AWG NO. 10
GROUNDING LUG IN POLE BASE
CONNECT GROUND WIRE TO
~ INDICATES WATERTIGHT CONNECTORS.
SEE DETAIL DRAWING ON SHEET NO. E-5.
FURNISH MIDGET FERRULE TYPE FUSES
RATED AT 6 AMPS FOR 200 WATT LUMINAIRES
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PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
MAIN STREET & 7TH AVENUE
BOZEMAN
GALLATIN COUNTY
NO SCALE
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NO. ITEM NO. TYPE LINE ST A TlON (~ POLE) BASE DIA. X DEPTH -- MASTARM MASTARM HE IGHT TYPE COORD INA TE COORDINATE
LEFT ARROW RIGHT ARRO
1 EXISTING 2-A-900-5 7TH AVENUE EXISTING EXISTING ANCHOR EXIS TlNG 10.5 m
2 EXISTING 2-A-500-4 EXISTING EXISTING ANCHOR EXISTING 9.0 m
3 EXISTING 1-120 EXISTING EXISTING BREAKAWAY EXISTING
4 617 155 950 2-A-900-5 0+4 I. 8 11.9 m LT. ANCHOR 760 mm X 2440 mm 10.5 m 160 141. 80 479 571.67
CONDUIT AND WIRE SCHEDULE
EXISTING 53 mm STEEL CONDUIT
REMOVE EXISTING 1 OF 12 AWG NO. 14 SIGNAL
^ NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW 1 OF EMERGENCY PREEMPTION CABLE
REMOVE EXISTING INTERCONNECT CABLE
NEW I OF 6 PAIR INTERCONNECT CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING 53 mm STEEL CONDUIT
/). REMOVE EXISTING I OF 12 AWG NO. 14 SIGNAL
~ NEW I OF 9 AWG NO. 14 SIGNAL CABLE
NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
NEW 2 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING 53 mm STEEL CONDUIT
1'- REMOVE EXISTING I OF 12 AWG NO. 14 SIGNAL
~ NEW 1 OF 9 AWG NO. 14 SIGNAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING CONDUIT
/). EXISTING SIGNAL CABLE
~ NEW I OF EMERGENCY PREEMPTION CABLE
EXISTING CONDUCTORS (SERVICE)
NEW 53 mm PLASTIC CONDUIT
/). NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW 1 OF EMERGENCY PREEMPTION CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
EXISTING CONDUIT
EXISTING SIGNAL CABLE (POLE NO. I)
NEW 1 OF 9 AWG NO. 14 SIGNAL CABLE
^ NEW 2 OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW 2 OF EMERGENCY PREEMPTION CABLE
REMOVE EXISTING INTERCONNECT CABLE
NEW I OF 6 PAIR INTERCONNECT CABLE
EXISTING CONDUCTORS (SERVICE)
NEW 3 OF AWG NO. 10 CONDUCTOR (GROUND)
^ EXISTING 41 mm STEEL CONDUIT
~ REMOVE EXISTING INTERCONNECT CABLE
NEW I OF 6 PA~ ~TERCONNECT CABLE
DESIGNED
DRAWN AWL 2lhJUl-05
CHECKED
REVISED AWl 7-MAR
REVISED AWl 29-SEP-OS
REVISED
CABLE
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CONTROLLERS.
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NEW SIGN L INDICATIONS
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WITHOUT COUNTDOWN
6 REQUIRED
6 REQUIRED
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-15
CITYWIDE SIGNALS - BOZEMAN
CONDU IT AND WIR ING DIAGRAM
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REFERENCE: :O.....~ '\J
PROJECT N~J'"I206(2) UNIT J
PROJECT NO. HES 50-2(12)89
PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
7TH AVE. & MENDENHALL ST.
BOZEMAN
GAL L AT IN COUNTY
SCALE . 1: 250
o 5 10
- -
2.5 7.5
POLE SCHEDULE
POLE OFFSET TYPE POLE FOUND~TION PEDESTRI~N PUSH BUTTO~ SIGN~L LUMINAIRE LUMIN~\RE LUMIN~IRE N OR Y E OR )(
NO. ITEM NO. TYPE LINE STATION 1'- POLE I BASE DI~.)( OEPTH ~ =- MAST ARM w.STARM HE IGHT TYPE COORDIN~ TE
LEFT ARROW RIGHT ARROW COORD INA TE
I 611 \65 530 3_A-500-3 7TH A'iENUE 0+62.0 \ 8. 6 m LT. ANCHOR 160 mm )( 2440 mm :::.---:: \ 1.5 m 4.5 m 10.1 m 200 W~TT · 160 136.03 419 515.81
2 611 155 910 2-A-900-1 , 0+59.3 14.9mRT. ~NCHOR 160 mm )( 2440 mm I :...-- 13.5 m =----= =--- =----= 160 132.59 419 609.31
3 611 \55 950 2-A-900-5 T 0+40.5 15. 0 m RT. ANCHOR 160 mm )( 2440 mm =----= \ 10.5 m =----= =--- =----= 160 113.86 419 609.01
4 611 155 910 2_A-900-1 0+39.8 14.9 m LT. ANCHOR 160 mm )( 2440 mm I =----= \3.5 m =----= =---= =----= 160 113.14 419 519.09
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NEW TYPE 3 PULL BOX
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TRAFFIC SIGNAL. SEE SHEE"T E-42
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DRAWN AWL 2(l-JUl-llS
CHECKED
REII\SED AWL
AWL
300 mm LEO
300 mm
300 mm LEO
300 mm
y &. G 03
@
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y 300 mm
G 300 mm LED
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REFERENCE~ ~
PROJECT NO. F 999913B1 UN~ I
PROJECT NO. CM-STPP \299(\41
TRAFF IC SIGNAL UPGRADE
lTH AVE. & DURS10N RO, /PEACH S'
BOlE MAN
GALLAilN COUNiY
SCA\.E = \: 2S0
O~~O
2.5 7.5
PHASE DIAGRAM
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120/240 VOl T
SERVICE
AWG NO.2
CIRCUIT BREAKER
100 AIII'.2 POlE.
SINGLE THROII
BARE AWG NO.6
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CABINET.
AIlG NO.6
CURB RAMPS
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1.5 m
~LANDING
1.5 m
2.0 m
PULL BOX
1.2 m
FURNISH MIDGET FERRULE TYPE FUSES
RATED AT 6 AMPS FOR 200 WATT LUMINAIRES
1.0 m
AWG NO. 8
1.5 m
1.0 m
~ INDICATES WATERTIGHT CONNECTORS.
SEE DETAIL DRAWING ON SHEET NO. E-5.
1.2
0.8 m
TRUNCATED DOMES
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AWL
AWL
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-17
CITYWIDE SIGNALS - BOZEMAN
CONDUIT AND WIRE SCHEDULE
&
NEW 63 mm PLASTIC CONDUIT
NEW I OF 12 AWG NO. 14 SIGNAL CABLE
NEW I OF EMERGENCY PREEMPTION CABLE
NEW I OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (L IGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 63 mm PLASTIC CONDUIT
NEW I OF 12 AWG NO. 14 SIGNAL CABLE
NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
NEW 2 OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
NEW 1 OF VIDEO COAXIAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
NEW I OF 16 AWG NO. 14 SIGNAL CABLE
NEW I OF VIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
NEW I OF EMERGENCY PREEMPTION CABLE
NEW I OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
NEW 1 OF EMERGENCY PREEMPTION CABLE
NEW 1 OF VIDEO COAXIAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
NEW I OF 12 AWG NO. 14 SIGNAL CABLE
NEW 1 OF VIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 4 OF 53 mm PLASTIC CONDUIT
NEW 2 OF 12 AWG NO. 14 SIGNAL CABLE
NEW 2 OF 16 AWG NO. 14 SIGNAL CABLE
NEW 2 OF EMERGENCY PREEMPTION CABLE
NEW 4 OF VIDEO COAXIAL CABLE
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
NEW 4 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 41 mm PLASTIC CONDUIT
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
NEW OF 41 mm PLASTIC CONDUIT
NEW OF 10 mm COAXIAL CABLE
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PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
7TH AVE, & DURSTON RD,/PEACH ST.
BOZEMAN
GALLATIN COUNTY
NO SCALE
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CHECKED
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REVISED
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PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-18
CITYWIDE SIGNAlS - BOZEMAN
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REFERENCE: :O......~ \.J
PROJECT N~Cb-1201(2)
PROJECT NO. 1M 90-6(61)301
PROJECT NO. CM-STPP 1299{14l
TRAFF IC SIGNAL UPGRADE
7TH AVENUE & GRIFFIN DRIVE
BOZEMAN
GALLATIN COUNTY
SCALE . I: 250
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10
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CONDUIT AND WIRE SCHEDULE
^ NEW 53 mm PLASTIC CONDUIT
~ NEW I OF 12 AWG NO. 14 SIGNAL CABLE
NEW I OF AWG NO. 10 CONOUCTOR (GROUND)
NEW 63 mm PLASTIC CONDUIT
~ NEW 2 OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW I OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 10 CONDUCTOR 1 GROUND)
NEW 53 mm PLASTIC CONDUIT
^ NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW I OF EMERGENCY PREEMPTION CABLE
NEW I OF VIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
;;} NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW I OF VIDEO COAXIAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
^ NEW 53 mm PLASTIC CONDUIT
~ NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
^ NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW 1 OF EMERGENCY PREEMPTION CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 4 OF 53 mm PLASTIC CONDUIT
NEW 4 OF 12 AWG NO. 14 SIGNAL CABLE
^ NEW 2 OF EMERGENCY PREEt.f>TlON CABLE
~ NEW I OF 6 PAIR INTERCONNECT CABLE
NEW 2 OF VIDEO COAXIAL CABLE
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
NEW 4 OF AWG NO. 10 CONDUCTOR (GROUND)
^ EXISTING 27 mm STEEL CONDUIT
~ REMOVE EXISTING WIRING
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
^ NEW 41 mm PLASTIC CONDUIT
~ NEW I OF 6 PAIR INTERCONNECT CABLE
POLE SCHEDULE
OFFSET
lit POLE)
11.4 m LT.
12.7 m LT.
11.0 m RT.
11. 5 m RT.
FOUNDATION PEDESTRIAN PUSH BUTTO
DIA. X DEPTH LEFTARROW RIGH'T"tRRO
760 mm X 2440 mm I
760 mm X 2440 mm
760 mm X 2440 mm
760 mm X 2440 mm
POLE ITEM NO. TYPE LINE STATION
NO.
I 617 155 540 2-A-500-4 MAIN STREET 67+71.2
2 617 155 530 2-A-500-3 67+89.6
3 617 155 540 2-A-500-4 67+88. 2
4 617 155 530 2-A-500-3 67+68.5
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PWR
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INSTALL NEW CONDUIT ON MAIN STREET
A MINIWM 900 mm DEEP
5pN
SIGNAL
MASTARM
9.0 m
7.5 m
9.0 m
7.5 m
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-19
CITYWIDE SIGNAlS - BOZEMAN
LUMINA IRE
MASTARM
LUM~A~E LUM~A~E
HE IGHT TYPE
j SIGNAL IND ICA T IONS
lMJ ~ 300 mm LED
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+ LED
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l 10 REQUIRED
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BOX
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721 DETECTOR
CONDUIT TO EXISTING ELECTRICAL SERVICE
SEE SHEET E-38 FOR SERVICE LOCATION
REMOVE AND SALVAGE EXISTING
TRAFF.fC SIGNAL. SEE SHEET E-42
FOR EXISTING TRAFF IC SIGNAL PLANS.
PHASE DIAGRAM
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DRAWN AWL 2lhlUL-05 .- - - - -.
aJ aJ
CHECKED i "- "-
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REVISED AWL 7-MAR III 2 III 4
REVISED AWL 29-SEP-06
REVISED
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REFERENCE: :0....:
PROJECT N~~50-2(1 )88
PROJECT NO. STPP 50-2(55)88
PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
MAIN STREET & 5TH AVENUE
BOZEMAN
GALLA T IN COUNTY
SCALE . 11250
o 5 10
~5 7.5
NEW 53 mm PLASTIC CONDUIT
& NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
~a NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
1!... NEW 2 OF 53 mm PLASTIC CONDUIT
~~
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g ffi NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
NEW 1 OF VIDEO COAXIAL CABLE
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ill; NEW 2 OF AWG NO. 8 CONDUCTOR (L IGHTING)
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
NEW 2 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
ffi NEW 1 OF EMERGENCY PREE~TION CABLE
NEW 1 OF VIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (L IGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
ffi NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
NEW 1 OF VIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
ill. NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
I!!b!I NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
~ In NEW 1 OF 16 AWG NO. 14 SIGNAL CABLE
C= NEW 1 OF EMERGENCY PREEMPTION CABLE
. NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
<W>
@ NEW 53 mm PLASTIC CONDUIT
NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
d ffi NEW 1 OF EMERGENCY PREE~TION CABLE
@, NEW 1 OF VIDEO COAXIAL CABLE
l!@ NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
l!@ NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 4 OF 53 mm PLASTIC CONDUIT
l!@ NEW 2 OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW 2 OF 16 AWG NO. 14 SIGNAL CABLE
& NEW 2 OF EMERGENCY PREE~TION CABLE
NEW 2 OF 6 PAIR INTERCONNECT CABLE
NEW 2 OF VIDEO COAXIAL CABLE
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
NEW 4 OF AWG NO. 10 CONDUCTOR (GROUND)
ffi NEW 41 mm PLASTIC CONDUIT
NEW 2 OF AWG NO. 8 CONDUCTOR (LIGHTING)
NEW 3 OF AWG NO. 6 CONDUCTOR (SERVICE)
& NEW 41 mm PLASTIC CONDUIT
NEW 1 OF 6 PAIR INTERCONNECT CABLE
INSTALL NEW CONDUIT WEST OF GRAND AVENUE ON
MAIN STREET A MINIMUM 900 mm DEEP
CONDUIT AND WIRE SCHEDULE
POLE SCHEDULE
POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTO
NO. ITEM NO. TYPE LINE STATION lit POLE) BASE DIA. X DEPTH ---- ---
LEFT ARROW RIGHT ARRO
1 617 165 540 3-A-500-4 MAIN STREET 70+65.0 11.0 m LT. ANCHOR 760 mm X 2440 mm 1
2 617 155 530 2-A-500-3 70+85.5 11.9 m LT. ANCHOR 760 mm X 2440 mm
3 617 155 540 2-A-500-4 70+82.2 10. 9 m RT. ANCHOR 760 mm X 2440 mm
4 617 165 540 3-A-500-4 70+59.9 10.6 m RT. ANCHOR 760 mm X 2440 mm
POWDER COAT SIGNAL STANDARDS WITH A BLACK FINISH (SEE SPECIAL PROVISIONS I
SIGNAL
MASTARM
9.0 m
7.5 m
9.0 m
9.0 m
. LUMINA IRE
LUMINA IRE
MASTARM
4.5 m
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-20
CITYWIDE SIGNALS - BOZEMAN
LUMINA IRE
HE IGHT
10.7 m
LUMINA IRE
TYPE
200 WATT .
4.5 m 10.7 m 200 WATT .
INCLUDING PHOTOELECTRIC CONTROL
~ ' ~ W g
..... '" ::J
a: Z !
"
w '" SIGNAL IND IC A T IONS
> '"
CONDUIT TO ELECTRICAL SERVICE <(
SEE SHEET E-38 FOR SERVICE LOCATION I Cl ~
I z ~ 300 mm LED
0 I <( CD
v a:: 300 mm
+ ~O j 0
N G
0 '" + 300 mm LED
l"- I LED
1 I"- WITH COUNTDOWN
8 REQUIRED
~ I 12 REQUIRED
2 PULL BOX
-'"Of
IV -==---
~
-m..- _..::@;MAIN EREET
-,-
IV
IV ~--
SAN
SAN
SAN
-~----------------------------
"
/
~
NEW TYPE
NEW TYPE 3 PULL BOX
POWER POLE
REMOVE AND SALVAGE EXISTING
TRAFFIC SIGNAL. SEE SHEET E-42
FOR EXISTING TRAFFIC SIGNAL PLANS.
.,
"
PHASE DIAGRAM
~
.....
a:
~
.....
a:
1 lD lD
"- "-
"" "- "-
"" <l- - - - -. ~ ~
0
~ .... ~
::::, 4 .... ~ :.... I+--
..; 4 /........ :.... \ I+--
\2 /, ----+l \ .:
, ... ----+l ..:
DESIGNED . .... ....
<l- - - - -.
DRAWN AWl 2lhJUL-05 lD lD
CHECKED i "- "-
"- "-
REVISED AWl 7-MAR 0 2 0 4
REVISED AWl 29-SEP-06
REVISED
CONDU IT AND WIR ING DIAGRAM
~
I
&",,0:::................
a" :as................ - M
.... ",;r-
I
I
I
&/
I
I
I
I
I
.& I
M _--__ I
- ---.:-----="'=-- ,-0.
If- ill---~~~
\.~~
REFERENCE: ~
PROJECT N~~222(16)
PROJECT NO. STPP 50-2(43)89
PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
MAIN STREET & GRAND AVENUE
BOZEMAN
GALLATIN COUNTY
SCALE . I' 250
o
"-"2\
10
7.5
~~
w..
~~
l!1~
....
~~
i
~
""Q
":Q
......:
""0
~
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d
@,
d
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[!@
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[!@
~
IX:>
IX:>
o
....
::::,
DESIGNED
DRAWN
CHECKED
REVISED
REVISED
REVISED
AWL
29-SEP-ll6
SERVICE WIRING DIAGRAM 5-9
'20/240 VOl. T I
SERVICE -t-
Awe NO.2---1 r --l
I h=Lr~~~U~;"~~E~~f~'
SERVICE RATED--.J ~l\~ / I SINGLE THROW
200 AtI' WE TER -I '"
MAIN L - -- -.
BARE Awe NO.6__ I '
GROUND ROO----= :
LIGHTNING ARRESTOR-= ~~ [ .g-
CIRCUIT BREAKER---
50 AtI'. 1 POlE
SINGLE THROW /'
Awe NO. 6""""""'-
N. E.1l. A. TYPE 3R _ ==-
CABINET
I
J
CIRCUIT BREAKER
20 AtI'.2 POlE.
SINGLE THROW
JAIC NO.8
TO LUMINAIRES
AWC NO.6/-#
(120 VCl.TSI- TO SIGNAL
'=,'== CONTROlLER
[>< /SER""
CONNECT GROUND WIRE TO
GROUNDING LUG IN POLE BASE..=\
___ AWG NO. B
~
\
2, )
AWG NO. 10 -------.. r-
INSIOE POLE "t::i/
1
~
4
/~
-
......
2 \
}
,
-
"""'J
\
2, }
A WG NO. 1 0 -------.. --1
INS IDE POLE \ :j
1
/PULL BOX
AWG NO. 10 (GROUND)
TO CONTROLLER CABINET
;
x
J
MAIN STREET & GRAND AVENUE
I STATE I PROJECT NUMBER I SHEET NO.
I MONTANA I CM-STPP 1299(14) I E-21
CITYWIDE SIGNALS - BOZEMAN
SERVICE WIRING DIAGRAM S- 10
120/240 VOl T ~
SERVICE -t-
Awe NO. 2 ---1 r
I
--l
h=LrCIRCUIT BREAKER
100 AIoF.2 POlE.
S INGL E THROW
~-I
SERVICE RATED~
200 AtI' WE TER
MAIN
I
BARE Awe NO. 6__
GROUND ROD----=
I ~:>-
V'J~
. L~
LIGHTNING ARRESTOR
CIRCUIT BREAKER---
50 AtI'. 1 POlE
SINGLE THROW ~
Awe NO. 6""""""'-
N.E.Il.A. TYPE 3R- ~
CABINET
AWG NO.6/
CONNECT GROUND WIRE TO
GROUNDING LUG IN POLE BASE
AWG NO.
/
B~
3
/~
2
\
}
~CIRCUIT BREAKER
20 AtI'.2 POlE.
SINGLE THROW
}.. I
J
"'"
t120 Vfl.TSI- TO StGNAL
'=.',== CONTROLLER
/PULL BOX
AWG NO. 10 (GROUND)
TO CONTROLLER CABINET
5
J
x
~
~~~
INDICATES WATERTIGHT C(l~~S.
SEE DETAIL DRAWING~ '\..~Er NO. E-5.
FURNISH M~ULE TYPE FUSES
RATED AT ~!PS FOR 200 WATT LUMINAIRES
~
X/SERVICE
MAIN STREET & WILLSON AVENUE
PROJECT NO, CM-STPP 1299(14)
TRAFF IC SIGNAL UPGRADE
MAIN STREET
BOZEMAN
GALLATIN COUNTY
..~
'lI...
1~
~i
..
.~
h
~
.~
@:!l
~
U=
.
~
@
d
@b
ll@
ll@
{!@
~
CONDUI1 AND WIRE SCHEDULE
NEW 53 mm PLASTIC CONDUIT
^ NEW I OF 12 AWG NO. \4 SIGNAL CABLE
~ NEW 2 OF AWG NO. 8 CONDUCTOR (LlGHTING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW &3 mm PLASTIC CONDUIT
f:o... NEW 2 OF 12 AWG NO. 14 SIGNAL CABLE
ID NEW I \lIDEO COAXIAL CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LlGHTING)
NEW 2 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 2 OF 53 mm PLASlIC CONDUIT
NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW 1 OF EMERGENCY PREEMPTION CABLE
~ NEW 2 OF & PAIR INTERCONNECT CABLE
NEW I \lIDEO COAXIAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
% NEW I OF 12 AWG NO. 14 SIGNAL CABLE
~ NEW I \lIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
/).. NEW I OF 12 AWG NO. 14 SIGNAL CABLE
!b NEW 2 OF AWG NO. 8 CONDUCTOR (LlGHTING)
NEW 1 OF AWG NO. )0 CONDUCTOR (GROUND)
NEW 53 mm PLASTIC CONDUIT
f:o... NEW I OF 1& AWG NO. 14 SIGNAL CABLE
f.!..::;. NEW 1 OF EMERGENCY PREEMPlION CABLE
NEW 2 OF AWG NO. 8 CONDUCTOR (LlGHTING)
NEW I OF AWG NO. 10 CONDUCTOR <GROUND)
NEW 53 mm PLASlIC CONDUIT
^ NEW 1 OF 12 AWG NO. 14 SIGNAL CABLE
ID NEW I OF EMERGENCY PREEMPTION CABLE
NEW I \lIDEO COAXIAL CABLE
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 3 OF &3 mm PLASTIC CONDUIT
NEW 3 OF 12 AWG NO. 14 SIGNAL CABLE
NEW I OF 1& AWG NO. 14 SIGNAL CABLE
~ NEW 2 OF EMERGENCY PREEMPTION CABLE
~ NEW 4 OF & PAIR INTERCONNECT CABLE
NEW 2 \lIDEO COAXIAL CABLE
NEW 3 OF AWG NO. & CONDUCTOR (SER\lICE)
NEW 4 OF AWG NO. 10 CONDUCTOR (GROUND)
^ NEW 41 mm PLASTIC CONDUIT
o NEW 2 OF AWG NO. 8 CONDUCTOR (LlGHTING)
NEW 3 OF AWG NO.6 CONDUCTOR (SER\lICE)
NEW 2 OF 53 mm PLASTIC CONDUIT
NEW I OF 12 AWG NO. 14 SIGNAL CABLE
NEW I OF EMERGENCY PREEMPTION CABLE
'i- NEW 2 OF & PAIR INTERCONNECT CABLE
~ NEW I \lIDEO COAXIAL CABLE
NEW 3 OF AWG NO. & CONDUCTOR (SER\lICE)
NEW 2 OF AWG NO. 8 CONDUCTOR (LlGHlING)
NEW 1 OF AWG NO. 10 CONDUCTOR (GROUND)
^ NEW 41 mm PLASTIC CONDUIT
~ NEW 1 OF & PAIR INTERCONNECT CABLE
f:o... EXISTING 35 mm PLASlIC CONDUIT
!b REt.IO\lE E)(ISlING WIRING
NEW I OF & PAIR INTERCONNECT CABLE
^ EXISTING 41 mm STEEL CONDUIT
/.5!..). REt.IO\lE EXISTING WIRING
NEW I OF & PAIR INTERCONNECT CABLE
~
""
""
o
...
::::>
DESIGNED
DRAWN AWL :zo...,lUL-05
CHECKED
REVISED AWL 7-MA
REVISED AWl 2&-SEP-06
POLE SCHEDULE CM-STPP 129904'
POLE OffSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTO SIGNAL LUMINAIRE LUMINAIRE LUMINA IRE
NO. ITEM NO. TYPE LINE STATION {It POLE I BASE DIA. X OEPTH .........- =- MAST ARM MAS T ARM HE IGHT TYPE
LEFT ARROW RIGHT ARROW
I 611 165 540 3-A-SOO-4 WlIN STREET 71+66.8 \1.0 m LT. ANCHOR 760 mm X 2440 mm I - 9.0 m 4.5 m 10.7 m 200 WATT ..
2 611 155 530 2-A-500-3 11+815.4 12.0 m LT. ANCHOR 160 mm X 2440 mm I - 1.5 m - - -
3 611 165 540 3_A-500-4 71+89.2 10.8 m RT. ANCHOR 760 mm )( 2440 mm I - 9.0 m 4.5 m 10.1 m 200 WATT ..
4 6\1 155 540 2-A-SOO-4 11+63.6 1\.2 m RT. ANCHOR 760 mm )( 2440 mm 1 - 9.0 m - - -
POWDER COAT SIGNAL STANDARDS WITH A BLACK FINISH (SEE SPECIAL PROVISIONS) .. LUMINAIRE INCLUDING PHOTOELECTRIC CONTROL
EXISTING CONDUIT TO WILLSON a. MENDENHALL SIGNAL.
REt.IO\lE EXISlING INTERCONNECT CABLE.
INSTALL NEW INTERCONNECT CABLE BETWEEN
CONTROLLERS.
3::
"-
0::
(", uJ I
::J
Z'
u.l
:>
<(
~
~
SIGNAL INDICATIONS
(@ I 300 mm LEO
300 mm
300 mm LED
LEO
WITH COUNTDOWN
8 REQUIRED
12 REQUIRED
3::
"-
0::
THE CANNERY
LOUNGE
o
N
+
N
r-
o
<:T
+
\lIDEO CAt.E:RA
UOUNT TRAFFIC SIGNAL INDICATION
AS REQUIRED TO A\lOID AwNING
r-
BAXTER
HOTEL
2 PULL BOX
NEW TYPE I
~
'li.....:~-ft:=--
'II-- ~~ ~
SA.N
~
COUNTRY
BOOK SHEL F
BOX
TYPE 2 PULL BOX
CONDUIT TO ELECTRICAL SERVICE
REUO\lE AND SAL \I AGE EXISTING
TRAFFIC SIGNAL. SEE SHEET E-43
FOR EXISTING TRAFF IC SIGNAL PLANS.
EXISTING CONDUIT TO WILLSON a. BABCOCK SIGNAL.
REMO\lE EX 1ST ING IN1ERCONNECT CABLE.
INS1ALL NEW IN1ERCONNECT CABLE BETWEEN
CONTROL L ERS.
I
I
I
I
I
I
I
l co
0..
0..
-t. - - . - - .~ ~
"
ot- .. :..
-4- :,.. :.. ,
/, ....... --+I '\'
'" ....... --+I \
,
,.. ...
-t.. - - - --~
ii co
0..
0..
o 2 o 4
PHASE DIAGRAM
3::
"-
0::
':I:
"-
a:
CONDUIT AND WIRING DIAGRAM
I
I
I
~ \ ~
'-1---&----- /
I I
I {
ft:d \
, \,ffi
, \
I \
I \
& I \
-- :~-r-----------~&
"';-----&----iE &. ~
~ & ~~
I I ~~~y
REFERENCEI ~y
PROJECT N (16)
PROJEC1 N~ 1206(2) UN\1 1
PROJECT NO. STPP 50-2(43)B9
co
0..
0..
A
PROJECt NO. CM-STPP 1299l14}
14--
14--
TRAFF IC SIGNAL UPGRADE
MAIN STREET &. WILLSON AVENUE
BOZEMAN
GALL AT IN COUNtY
.:
...
co
0..
0..
o 5 to
~~-=
2.5 1.5
SCA\.E ' I' 250
ia
~..
~~
l!l~
U
j~
I!!!:!l
@'S
I}=
.
C1@l
@
d
@"
I!@
I!@
I!@
~
~
CONDUIT AND WIRE SCHEDULE
EXISTING 53 mm STEEL CONDUIT
^ EXISTING I OF 3 AWG NO. 14 SIGNAL CABLE
~ EXISTING I OF 12 AWG NO. 14 SIGNAL CABLE
EXISTING I OF DETECTOR LOOP CABLE
EXISTING 2 OF 53 mm STEEL CONDUIT
;:... EXISTING 2 OF 3 AWG NO. 14 SIGNAL CABLE
~ EXISTING 2 OF 12 AWG NO. 14 SIGNAL CABLE
EXISTING 1 OF DETECTOR LOOP CABLE
EXISTING 2 OF AWG NO. 10 CONDUCTOR (LIGHTING)
EXISTING 2 OF 53 mm STEEL CONDUIT
EXISTING I OF 3 AWG NO. 14 SIGNAL CABLE
EXISTING 1 OF 7 AWG NO. 14 SIGNAL CABLE
EXISTING 1 OF 12 AWG NO. 14 SIGNAL CABLE
^ EXISTING 2 OF AWG NO. 6 CONDUCTOR (SERVICE)
~ EXISTING 2 OF AWG NO. 6 CONDUCTOR (LIGHTING)
EXISTING 2 OF AWG NO. 10 CONDUCTOR (LIGHTING)
EXISTING I OF AWG NO. 10 CONDUCTOR (GROUND)
REMOVE EXISTING INTERCONNECT CABLE
NEW I OF 6 PAIR INTERCONNECT CABLE
;:... EXISTING 53 mm STEEL CONDUIT
~ EXISTING I OF 3 AWG NO. 14 SIGNAL CABLE
EXISTING I OF 12 AWG NO. 14 SIGNAL CABLE
EXISTING 53 mm STEEL CONDUIT
1'- EXISTING 1 OF 3 AWG NO. 14 SIGNAL CABLE
~ EXISTING 1 OF 12 AWG NO. 14 SIGNAL CABLE
EXISTING 2 OF AWG NO. 10 CONDUCTOR (LIGHTING)
EXISTING 53 mm STEEL CONDUIT
1- EXISTING 1 OF 3 AWG NO. 14 SIGNAL CABLE
~ EXISTING 1 OF 7 AWG NO. 14 SIGNAL CABLE
EXISTING 2 OF AWG NO. 10 CONDUCTOR (LIGHTING)
EXISTING 53 mm STEEL CONDUIT
^ EXISTING 1 OF 3 AWG NO. 14 SIGNAL CABLE
~ EXISTING 1 OF 7 AWG NO. 14 SIGNAL CABLE
EXISTING 1 OF 12 AWG NO. 14 SIGNAL CABLE
EXISTING 2 OF AWG NO. 10 CONDUCTOR (LIGHTING)
EXISTING 2 OF 53 mm STEEL CONDUIT
EXISTING I OF 3 AWG NO. 14 SIGNAL CABLE
EXISTING 1 OF 7 AWG NO. 14 SIGNAL CABLE
EXISTING I OF 12 AWG NO. 14 SIGNAL CABLE
^ EXISTING 1 OF DETECTOR LOOP CABLE
L':0.. EXISTING 2 OF AWG NO. 6 CONDUCTOR (SERVICE)
EXISTING 2 OF AWG NO.6 CONDUCTOR (LIGHTING)
EXISTING 2 OF AWG NO. 10 CONDUCTOR (LIGHTING)
EX IS T ING I OF AWG NO. 10 CONDUCTOR (GROUND)
REMOVE EXISTING INTERCONNECT CABLE
NEW I OF 6 PAIR INTERCONNECT CABLE
EXISTING 53 mm PLASTIC CONDUIT
^ EXISTING 2 OF AWG NO. 6 CONDUCTOR (SERVICE)
~ EXISTING 2 OF AWG NO. 6 CONDUCTOR (LIGHTING)
EXISTING I OF AWG NO. 10 CONDUCTOR (GROUND)
;:... EXISTING 35 mm PLASTIC CONDUIT
~ REMOVE EXISTING INTERCONNECT CABLE
NEW I OF 6 PAIR INTERCONNECT CABLE
co
co
o
...
::::>
DESIGNED
DRAWN AWl 2lhJUL~5
CHECKED
REVISED AWL 7-MA
REVISED AWl 29-SEP-O&
REVISED
z
" I
POLE SCHEDULE
POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTO SIGNAL LUMINAIRE LUMINAIRE LUMINA IRE
NO. ITEM NO. TYPE LINE STATION (ft. POLE) BASE DIA. X DEPTH --- --- MAST ARM MASTARM HEIGHT TYPE
LEFT ARROW RIGHT ARRO
I EXISTING 2-A-500-4 WILLSON AVE. EXISTING EXISTING ANCHOR EXISTING EXISTING EXISTING 9.0 m
2 EXISTING 3-A-500-3 EXISTING EX IS TlNG ANCHOR EXISTING EXISTING EXISTING 7.5 m 3.6 m 10.7 m EXISTING
3 EXISTING IO-A-500-5 EXISTING EXISTING ANCHOR EXISTING EXISTING EXISTING 3.6 m 10.7 m EXISTING
4 EXISTING 3-A-500-2 EXISTING EXISTING ANCHOR EXISTING EXISTING EXISTING 6.0 m 3.6 m 10.7 m EXISTING
PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-23
CITYWIDE SIGNALS - BOZEMAN
o
o
+
o
PROJECT NO. CM-STPP 1299(14)
BUMPER TO BUMPER
AUTO PARTS
! PHASE DIAGRAM
1
~ ~ ~
0 <II.. - - -.
0 .0\
+ 4 ..... I+--
4 /' :.... I+--
<11-.(.. . \
. T T
T
III 2 III 4
EXISTING SIGNAL POLE
CD
EXISTING SIGNAL POLE
~
PWR
w
w
--w--~
ME NDE N~A'[ L
I J
ST.
CONDU IT AND WIR ING DIAGRAM
-<>'
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p
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ill ~,
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d' ~i~-<{
~A ~~
II ~~ '\
II <l..,.Y
II I~__
EXISTING SIGNAL POLE
@
I
I
I
I
~~
0;::
w i
@
NEW TYPE 4A CONTROLLER
ON EXISTING CONCRETE PEDESTAL
EXISTING SIGNAL POLE
RM PHARMACY
HAIR OESIGNS
MAX BAUCUS OFFICE
CONDUIT TO ELECTRICAL SERVICE
(j)
~
0;::
EXISTING CONDUIT TO WILLSON & MAIN SIGNAL.
REMOVE EXISTING INTERCONNECT CABLE.
INSTALL NEW INTERCONNECT CABLE BETWEEN
CONTROLLERS.
TRAFF IC SIGNAL UPGRADE
WILLSON AVE. & MENDENHALL ST.
BOZEMAN
GALL AT IN COUNTY
SCALE . "250
o 5 10
-
2.5 7.5
POI-E .'tPE UI-IE
I.Et.\ 1-10.
1-10. 1_ 120 'fIII-I-SOI-I ~I/E.
1 &11 I~O 120 3_~-SOO-2
OIS.II-IG
2 E1.IS.\I-IG 2_~_900-S
3 3.~-SOO-2
~ E1.IS.\I-IG
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@
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@:.
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~
~
~
~ -'^c.~~~
'" ~ __ ____ ~ bl""-
vf:..';, --
E1.ISTING SIGN"L POLE
tllLLSON &. OU'IE SIGN"L.
E)(IS"IING CONOU~ ~~ERCONNEC"I C"aLE.
REwD'IE E.)(IS"II~I"{E.RCONNE.C"I C"aLE. aE."I'flE.E.N
INS' "L L NE. tI I"
CON"IROLLE.RS.
Ol'l'st"l
SH..\OI-l (~POI-E)
0+38.0 10.011\1-"
t1.IS.\NG E1.IS\\tlG
E1.IS.II-IG E)(\S.ltlG
t)(IS.II-IG t1.IS\\tlG
.'tPE POl-t
BASt
BRE~\(~'fI~ 't
~I-ICI40R
~I-ICI40R
AI-ICI4OR
POLt. SCr\t.OULt.
PEOES.RI~I-I pusl4 BU"o
1'0UtlO~i10tl ~ ~RO
Ol~. '/0. OEP.14 I-E~ RI~
&10ll\11\)(9IS11\11\ ~ ~
E)(\S\\I-IG ~ ~
E'/o.IS\\I-IG ~ ~
E'/o.ISi\I-IG
CO>lOUI1 ~>I0 ~IRt SC>,tOULt
S"ItE.L CONouli
E.)(IS.ING '53 11I1lI C~aLE
RE.lAOl/E. t)(IS"I \NG SIGN~L 1 C~8LE
RElAO'lE E.)(\SIING IN.E.RCO~~E;O 8 COI-IOUC.OR
f':... RElAO'lE E'/o.\S1\NG 2 N~ ~4 S,GN"L CABLE
~ NE... I Of 12 A"fIG . ONNE.C' CABLE
NEtI I Of & pA\R \N':~;NOUC.OR lSE.R'lICE. I
NE... 3 Of A...G NO. 0 CONOUC.OR lGROUNO)
NEtI I Of ~...G NO. I
S.EEL CONOUIi
E)(ISIING '53 1lI1l1 ...G NO 10 CONOUC"IOR lLlGI4.ING)
E.1.IS\\NG 2 01' A . E
RE.lAO'lE E)(ISIING SIGNAL ~~B~O 8 CONOUCiOR
~ RtlAO'lE E)(ISI\NG 2 N~ ~4 SIGNAL CABLE
NEtI I 01' 12 A...G ~ CONOUC10R lSER'l\CE)
Nt"fl 3 01' A...G NO. 10 CONOUC10R lGROUNOI
Nt... I 01' AtlG NO.
SIEEL CONOUlI G)
E1.ISIING '53 111111 "fiG NO 10 CONOUC10R lLlGI4.IN
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3 617 165 540 3-A-500-4 73+03.2 11.2mRT. ANCHOR 760 mm X 2440 mm I
4 617 155 530 2-A-500-3 72+82.6 11.6 m RT. ANCHOR 760 mm X 2440 mm 1
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E-25
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PROJECT NO. CM-STPP 1299(14)
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PROJECT NUMBER SHEET NO.
CM-STPP 1299(14) E-27
CITYWIDE SIGNALS - BOZEMAN
POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTO
NO. ITEM NO. TYPE LINE ST A TlON (It. POLE) BASE DIA. X DEPTH --- ----
LEFT ARROW RIGHT ARRO
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2 617 155 540 2-A-500-4 74+22.3 10.9 m LT. ANCHOR 760 mm X 2440 mm
3 617 165 540 3-A-500-4 74+21.6 10.7 m RT. ANCHOR 760 mm X 2440 mm
4 617 155 540 2-A-500-4 74+00. 3 10.9 m RT. ANCHOR 760 mm X 2440 mm
POWDER COAT SIGNAL STANDARDS WITH A BLACK FINISH (SEE SPECIAL PROVISIONS)
SIGNAL
MASTARM
9.0 m
9.0 m
9.0 m
9.0 m
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LUMINA IRE
HE IGHT
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POLE OFFSET TYPE POLE FOUNDATION PEDESTRIAN PUSH BUTTO
NO. ITEM NO. TYPE LINE STATION (Ii POLE) BASE DIA. X DEPTH --- --
LEFT ARROW RIGHT ARRO
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2 617 155 520 2-A-500-2 75 +29. 2 11.2 m LT. ANCHOR 760 mm X 2440 mm 1
:3 617 165 540 3-A-500-4 75+31. 6 II. 0 m RT. ANCHOR 760 mm X 2440 mm I
4 617 155 520 2-A-500-2 75+12.2 12.0mRT. ANCHOR 760 mm X 2440 mm I
POWDER COAT SIGNAL STANDARDS WITH A BLACK FINISH (SEE SPECIAL PROVISIONS)
SIGNAL LUMINA IRE LUMINAIRE LUMINA IRE
MAST ARM MAST ARM HE IGHT TYPE
9.0 m 4.5 m 10.7 m 200 WATT .
6.0 m
9.0 m 4.5 m 10.7 m 200 WATT .
6.0 m
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10 REQUIRED
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VIDEO CAMERA
NEW TYPE 2
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SEE SHEET E-40 FOR SERVICE LOCATION
MODEL
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CITYWIDE SIGNAlS - BOZEMAN
SERVICE WIRING DIAGRAM S-1 G
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PROJECT NO. CM-STPP 1299(14)
TRAFF IC SIGNAL
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NEW I OF VIDEO COAXIAL CABLE
NEW I OF AWG NO. 10 CONDUCTOR (GROUND)
NEW 2 OF 53 mm PLASTIC CONDUIT
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2 617 155 540 2-A-500-4 77+10.1 I O. B m LT. ANCHOR 760 mm X 2440 mm
3 617 165 540 3-A-500-4 77+10.5 11.3 m RT. ANCHOR 760 mm X 2440 mm
4 617 155 540 2-A-500-4 76+88.0 12.0 m RT. ANCHOR 760 mm X 2440 mm
POWDER COAT SIGNAL STANDARDS WITH A BLACK FINISH (SEE SPECIAL PROVISIONS)
SIGNAL LUMINA IRE LUMINAIRE LUMINA IRE
MAST ARM MAST ARM HE IGHT TYPE
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NEW 1 OF 9 AWG NO. 14 SIGNAL CABLE
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PROJECT NO. CM-STPP 1299(14)
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PROJECT NO. CM-STPP 1299 (14)
TRAFF IC SIGNAL UPGRADE
MAIN STREET
BOZEMAN
GALLATIN COUNTY
CONOUIi ANO 'HIRE SCHEOULE
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PROJECT NO. STPP 50-2(43)89
PROJECT NO. CM-STPP 1299(14)
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