Cost Share - 1998 - ITD NH-F-3271 (052) Key #3758 - SH 55 / SH 44 / SH 55 / Hill Road - 3/24/1998
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CITY OF EAGLE
COOPERATIVE AGREEMENT
(Illumination)
PROJECT NH-F-3271 (052)
SH55/SH44 AND SH55/ HILL ROAD
KEY NO. 3758
MAR 2 4 1998
File:
Route to:
--1
PARTIES
THIS AGREEMENT is made and entered into this ~4f1:.. day of
MJl i"C ~ ' 1998, by and between the IDAHO TRANSPORTATION
DEPARTMENT, hereafter called the STATE, and the CITY OF EAGLE,
hereafter called the CITY.
PURPOSE
Both Parties mutually agree that it is in the publics best
interest to construct illumination at the intersection of State
Highway 44 (State Street) and State Highway 55, also Hill Road and
State Highway 55. These improvements are to be made in accordance
with the attached plans entitled Exhibit "A", Federal Aid Highway
Project NH-F-3271(052).
The CITY, by authority of Title 50, Idaho Code, may adopt and
enforce traffic control ordinances within its corporate limits in
accordance with the Manual on Uniform Traffic Control Devices for
Streets and Highways, as adopted by the STATE.
Authority for this Agreement is established by Section 40-317
of the Idaho Code.
The Parties agree as follows:
SECTION I. That the STATE will:
1. Assume no responsibility for the timely performance of
this Agreement.
2. Program the construction of the project and execute all
necessary agreements.
3. Advertise for the construction of the project, open bids,
and prepare a contract estimate of cost based on the
successful low bid.
-1-
4. Award a contract for construction of the project based
on the successful low bid, if it is not over ten (10)
percent above the estimate for cost of construction.
5. Designate a resident engineer and other personnel, as the
STATE deems necessary, to supervise and inspect
construction of the project in accordance with the plans,
specifications and estimates in the manner required by
applicable state and federal regulations. This engineer,
or his authorized representatives, will prepare all
monthly and final contract estimates and change orders.
6. Cause to be replaced to original, equal or better
condition any existing sidewalks, curb and gutter,
pavement, regulatory signs, sewer facilities, fences and
other similar items, except as hereafter stated as
obligations of the CITY, and excluding shrubs and other
plantings within the right-of-way, removed or damaged by
construction operations.
7 .
Permit the CITY to retain, maintain, connect
improve all existing CITY owned water lines, storm
and sanitary sewer now in place on the state
right-of-way.
to and
sewers,
highway
B. Indemnify, save harmless and defend regardless of outcome
the CITY from expenses of and against suits, actions,
claims, or losses of every kind, nature and description,
including costs, expenses and attorney fees that may be
incurred by reason of any act or omission, neglect or
misconduct of the STATE in the construction and
maintenance of the work.
SECTION II. That the CITY will:
1. By signing this Agreement, signify approval of the plans.
2. Authorize the STATE to administer the project and make any
necessary changes and decisions within the general scope
of the plans and specifications. Prior approval of the
CITY will be obtained if it is necessary during the life
of the construction contract, to deviate from the plans
and specifications to such a degree that the nature of the
completed work is significantly changed.
3. By appropriate ordinance and police action, cooperate with
-2-
and assist the STATE in prohibiting and
encroachments on any part of the state highway
way within the project limits.
removing
right-of-
4 .
Obtain concurrence of the
illumination poles or mastarms
to support luminaires.
STATE, before using the
for any purpose other than
5. Maintain, erect or install within the project limits only
those traffic control devices, including signs, that are
in conformance with the Manual of Uniform Traffic Control
Devices for Streets and Highways, as adopted by the STATE.
6. Upon completion of the project, accept from the STATE,
ownership of all highway and street lighting equipment, to
be installed in accordance with Exhibit "A", and upon
request to energize, assume all operation, and the costs
thereof, required to maintain the equipment in continuous
service during the hours of darkness and not remove, alter
or abandon the lighting equipment without the prior
concurrence of the STATE. In the event that the "Average
Maintained Foot-Candles II of the lighting system drops
below seventy (70) percent of the original installed
values, the CITY shall cause the light intensity to be
restored to approximately the original values. Any
combination of relamping and/or cleaning of fixtures may
be used to achieve the necessary desired intensity.
7. Comply with all pertinent sections of the STATE'S Standard
Specifications for Highway Construction in accomplishing
all future trench backfill and pavement repairs on the
state highways within the project limits.
B. Obtain concurrence of the STATE before installing or
constructing any new, or relocating any existing sidewalk
or any existing CITY-owned water line, storm sewer,
sanitary sewer or other facilities on the state highways
within the project limits.
9. Obtain concurrence from the STATE before vacating or
closing any right-of-way connecting to the state highways
within the project limits.
10. Obtain concurrence from the STATE before accepting any new
street or alley right-of-way connecting to the state
highways within the project limits.
11. Indemnify, save harmless and defend regardless of outcome
the STATE from expenses of and against suits, actions,
claims, or losses of every kind, nature and description,
including costs, expenses and attorney fees that may be
incurred by reason of any act or omission, neglect or
-3-
misconduct of the CITY in the maintenance of the work.
SECTION III. Both parties agree that:
1. This Agreement shall become effective on the first date
mentioned above and shall remain in full force and effect
until amended or replaced upon the mutual consent of the
CITY and STATE.
-4-
EXECUTION
This
Engineer:
the City
EAGLE.
Agreement is executed for the STATE by its Chief
and executed for the CITY by the Mayor, attested to by
Clerk with the imprinted Corporate Seal of the CITY OF
IDAHO TRANSPORTATION DEPARTMENT
APPROVED BY:
APPROVED:
RECOMMENDED:
~Q
D Legal Counsel~
?P~~
District Engineer
ATTEST:
CITY OF EAGLE
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ITEM QTY. DESCRIPTION
ILLUMINATION
INTERSECTION SH -44 & SH -55
STP -F- 3271(052)
Item No. 619
1. 10 ea. Luminaire, 250 Watt, high pressure sodium, 240 Volt, type 3 medium cut-
off distribution, 2 inch slipfitter, 240 volt magnetic - regulator ballast. To
be General Electric Catalog No. M4AC25S3MIGMC32, or equal.
2. 20 ea. Wire connector, in -line type quick disconnect. To be Bussman Limitron
Mfg. Catalog No. HEB- JW- RLC -J, or equal.
3. 20 ea. Fuse eight amp Bussman Limitron. To be Bussman fuse type KTK -8,
or equal.
4. 10 ea. Lamp. 250 Watt, high pressure sodium. clear. To be General Electric
Catalog No. LU 250/S. 30,000 lumens or equal.
5. 1 ea. Electrical service pedestal, 100 amp, 120/240 Volt (traffic signal and lighting
service). To include one 12 circuit copper interior for 12 full one inch
poles, including mains. To be equipped in 12 gauge corrosion resistant
steel construction, rain -tight piano- hinged doors with padlock provisions.
Also included shall be a detachable padmount sleeve and a mount for a
photoelectric control. To be Myers Electrical Products catalog number
MEUGS- MIOOW /TB -iTD (MOD), located at Sta. 1017 +02 RT. 55'. To be supplied
by the Idaho Transportation Department (IT®).
G. I ea. Photoelectric control, 240 volt. To be General Electric Cat. No. PECOTL or
equal. To be mounted on receptacle provided in electrical service
pedestal.
7. var. Misc. items to include pole foundations, wire, conduit as specifled on
plansheets, Blackburn splice kit 2 wire USL-11, Blackburn splice kit
3 wire USL -30T, type °C° concrete junction boxes, and all other
miscellaneous items necessary for a complete lighting system.
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6 Pole, steel, galvanized, with four -bolt anchor base, fifteen foot
luminaire arm with forty foot mounting height. To be Ameron
catalog No. N3515 or Valmont DS32 series (Design No. T.OA386 -15S).
6 Breakaway couplers, manufactured by Transpo- Safety Company,
sets , catalog No. 201 with torque limiting nuts and skirts, or equivalent.
* Item to supplied by the Idaho Transportation Department (ITD).
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ITEM { QTY.
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Traffic signalhead, twelve inch, four section, three color (red, yellow,
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green ball, green arrow) with tunnel visors and five inch polycarbonate
bookplate. To be McCain Traffic Supply Catalog No. MTSTP414PA,
Econolite Catalog No. TP41G2APSON, or equal. For signalheads *7 & 13,
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General Electric part number 195OL /P25 /TS(130V) or Phillips part number
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Trafflc signal brackets, one way for side of post terminal compartment
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A- 8020518, or equal. For signal heads #5, 8,12 & 14 as indicated on plans.
CA -"
Traffic signal brackets for mastarm mounting. To be Pelco Astro-
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brac, Model AB -116, or Olson Aluminum Castings (Sky Bracket) model SB
standard bracket kit. For signal heads 01, 2, 3, 4, 6. 7, 9, 10, Ii, and 13,
as Indicated on plans.
!2. 8 ea.
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and egg crate visor. (Man /Hand symbol), to be painted black. To be
indicator Controls Corporation catalog number 7090- OG- 05 -01- 98-01,
McCain Traffic Supply part number PS- IOISPO -AV, or equal. For Signal heads
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DESCRIPTION
SIGNALIZATION
INTERSECTION S.H. 44 & S.H. 55
NH- F- 3271(052)
Item No. 656
r r
The controller shall be eight phase Traconex 390 series in a P -1 type
cabinet. To be supplied by Ada County Highway District (ACRD).
2. 1 ea. Pole, steel combination traffic signal and light standard. To be furnished
with a fifty five foot signal mastarm and a fifteen foot luminaire arm
with a forty foot mounting height. Pole 'A' (type 5, Ada County Highway
District specifications) as indicated on plans. Requires Type 'F' foundation.
3. 1 ea. Pole, steel combination traffic signal and light standard. To be furnished
with a thirty foot signal mastarm and a fifteen foot luminaire arm with
a forty foot mounting height. Pole 'B' (type 4, Ada County Highway
District specifications) as indicated on plans. Requires Type 'D' foundation.
4. 1 ea. Pole, steel combination traffic signal and fight standard. To be furnished
with a fifty foot signal mastarm and a fifteen foot luminaire arm with
a forty foot mounting height. Pole 'C" (type A. Ada County
Highway District specifications) as indicated on plans. Requires Type 'F'
foundation.
5. 1 ea. Pole, steel combination traffic signal and light standard. To be furnished
with a thirty -five foot signal mastarm and a fifteen foot luminaire arm
with a forty foot mounting height. Pole 'D' (type 4, Ada County
Highway District specifications) as indicated on plans. Requires Type 'D'
foundation.
6• 8 ea. Traffic signal head, twelve inch, three section, three color (red, yellow,
green) with tunnel visors and five inch polycarbonate backplate. To be
Automatic Signal /Eagle Signal Catalog No. SIG103AI21IGGG2, Econolite Catalog No.
TP31G2APSON, or equal. For signal heads #3, 4, 5, 8, 10, 11, 12, & 14, as
indicated on plans.
7. 4 ea. Traffic signal head, twelve inch, three section, three color (red, yellow
arrow, green arrow) with tunnel visors and five inch polycarbonate
bookplate. To be Automatic Signal /Eagle Signal Catalog No. SIG10301211GGG2,
Econolite Catalog No. TP33G2APSON, or equal. For signal heads #I, 2, 6 & 9,
as indicated on plans.
8• 2 ea.
Traffic signalhead, twelve inch, four section, three color (red, yellow,
green ball, green arrow) with tunnel visors and five inch polycarbonate
bookplate. To be McCain Traffic Supply Catalog No. MTSTP414PA,
Econolite Catalog No. TP41G2APSON, or equal. For signalheads *7 & 13,
as indicated on plans.
9. 44 ea.
Traffic signal lamps for 12' traffic signal head, 1950 lumen, 165 watt. To be
General Electric part number 195OL /P25 /TS(130V) or Phillips part number
195OL /P25 /TS(130V).
10. 4 ea.
Trafflc signal brackets, one way for side of post terminal compartment
mounting, for twelve inch, three section traffic signal head.. To be North-
west Signal Supply Co. part number SPV -ICC, Automatic Signal part number
A- 8020518, or equal. For signal heads #5, 8,12 & 14 as indicated on plans.
11. 10 ea.
Traffic signal brackets for mastarm mounting. To be Pelco Astro-
brac, Model AB -116, or Olson Aluminum Castings (Sky Bracket) model SB
standard bracket kit. For signal heads 01, 2, 3, 4, 6. 7, 9, 10, Ii, and 13,
as Indicated on plans.
!2. 8 ea.
Pedestrian signal heads, blankout, incandescent with maintenance housing
and egg crate visor. (Man /Hand symbol), to be painted black. To be
indicator Controls Corporation catalog number 7090- OG- 05 -01- 98-01,
McCain Traffic Supply part number PS- IOISPO -AV, or equal. For Signal heads
#15,16,17,18,19.20,21 and 22 as indicated on plans.
13. 16 ea.
Traffic signal lamps for pedestrian signal head, 676 lumens, 69 watt. To
be General Electric part number 69A21 /TS(120V) or Phillips part number
69A21/TS(120V).
14. 4 ea,
Pedestrian signal brackets for side of post terminal compartment
mounting for one section, two way pedestrian signal heads. To be
Northwest Signal Supply Co. part number SPP -2CC, Automatic Signal
part number A- 8030208, or equal. For signal heads #15,16,17,18,19,20.21
ssr
and 22, as Indicated on plans.
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W7 I, I ** Item to be supplied by the Ada County Highway Department (ACHD).
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ITEM I QTY.
DESCRIPTION
SiGNALIZATION
INTERSECTION S.H. 44 & S.H. 55
NH -F- 3271(052)
Item No. 656
15. 8 ea. Pedestrian push buttons, to be Rees Model No. 1371 -412 and furnished
with a Dick Campbell Co. 'style H -4' mounting.
16. var. Miscellaneous items to include pole foundations, Belden No. 9207, 3M
Canoga wire No. 20002A for loops, 5 & 2 conductor signal cable for
signal heads and preempt indicator lights, 3M detector cable M138 for
preempt detectors, conduit of the size specified in plans, type "C'
concrete junction boxes, 3M loop sealant for sawed loops and all other
miscellaneous items for a complete signal system.
17. var. Loop Splice kits to be RayChem catalog number CRSM -CT -2 -200, or 3M
series 82A resin splice kits.
18. var. Signs supplied by electrical contractor:
Sign Size Material Sq.Ft. Quantity Sq.Ft.
------ - - - - -- - - - - - -- --- - - - - -- - - - - -- --- - - - - -- - - - - --
R3 -6L 301X36" "B" 7.50 (1) 7.50
Rio -IOAL 30 1X36" "B" 7.50 (4) 30.00
133 -11 30 "X36" "B" 7.50 (2) 15.00
STREET NAME 78 11X16" "B" 8.66 (4) 34.64
Total 87.14
19. var. Mounting brackets for mastarm mounted signs shall be PELCO Astro
Sign -Brac Part No. AB- 0105 -A -L FOR 30 "X36" signs and Part No. AB- 0128 -A -L
for street name signs as specified in plans on sheet 122 of 174.
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