HomeMy WebLinkAbout376 05-26-1970ORDINANCE NO. 376
AN ORDINANCE PROVIDING FOR THE APPROVAL OF THE AGREEMENT DATED May 26, 1970
BETWEEN THE STATE OF TEXAS AND THE CITY of EULESS , FOR THE
INSTALLATION, CONSTRUCTION, EXISTENCE, USE, OPERATION, AND MAINTENANCE OF HIGHWAY
SIGNAL PROJECT(S) AT THE LOCATION(S) SHOWN ON EXHIBIT 1, ATTACHED HERETO AND MADE A
PART HEREOF, IN THE CITY OF EULESS PROVIDING FOR THE EXECUTION
OF SAID AGREEMENT; AND DECLARING AN EMERGENCY.
BE IT ORDATNE'D I,Y fflh; ('1'fY CoUN('11, OF THE CITY OF E'uL1;SS
SECTION 1. That the certain agreement dated May 26, 1970 between the State
of Texas and the City of Euless , for the installation, con-
struction, existence, use, operation, and maintenance of certain highway traffic
signal(s) at the location(s) shown on EXHIBIT 1, attached hereto and made a part
hereof, in the City of Euless , be and the same is hereby
approved, and Mayor A. C. Krause is hereby authorized to execute said
agreement on behalf of the City of Euless and to transmit the
same to the -Actio of •'I'cx<i:; for appropriate action.
SECTION 2. The fact that the improvements contemplated under the above mentioned
agreement are needed, creates an emergency which for the immediate preservation
of the public peace, health, safety, and general welfare requires that this Ordi-
nance take effect immediately from and after its passage, and it is accordingly
so ordained.
ATTEST:
Secretary
City
TO FORM:
�'_( 'v,
ity Atto
ORDINANCE (TRAFFIC SIGNAL)
P1' I;D: May 26, 1970
APPROVED: May 26, 1970
1 -1
Mayor
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CITY SECRETARY'S CERTIFICATE
STATE OF TEXAS
COUNTY TARRANT
I, Vada Ferris , the duly appointed,
qualified and acting City Secretary of the City of Euless ,
Texas, hereby certify that the foregoing pages constitute a true and
Ordinance
correct copy of an 4eso14rt4-onr duly passed by the City Council at a
meeting held on May 26, 1974 ,A.D., at 8:0o o'clock P.M.
To certify which, witness my hand and seal of the City of
Euless , Texas, this 27th day of May
19 70 at Euless , Texas.
City Secretary of the City of
Euless , Texas.
STATE OF TEXAS t
COUNTY OF TRAVIS Z
This AGREEMENT, made this 26th day of May , 19 70 ,
by and between the State of Texas, hereinafter called the "State," Party of the
First Part; and the City of Euless Tarrant County,
Texas, acting by and through its duly authorized officers under an Ordinance passed
_$ese1ut4QR
the 26th day of May 19 70 , hereinafter called the "City,"
Party of the Second Part:
W ITN E"" E T H :
WHEREAS, the City has authorized the installation of highway traffic
signal(s) by Ordinance passed on the 26th day of May 19 70 ,
at the location(s) shown on EXHIBIT 1, attached hereto and made a part hereof,
in the City:
A G R E E M E N T:
NOW, therefore, in consideration of the'premises and of the mutual cove-
nants and agreements of the parties hereto to be by them respectively kept and
performed, as hereinafter set forth, it is agreed as follows:
1. The State will furnish the necessary funds for the actual construction,
prepare plans and specifications, install said highway traffic signal(s), supervise
construction, and upon completion of construction, operate and maintain said highway
traffic signal(s).
2. The City hereby consents to the construction of the highway traffic-
signals) shown on EXHIBIT 1 by the approval of the location and manner of construc-
AGREEMENT (TRAFFIC SIGNAL - EXPRESSWAY TYPE E -2) 4 -60 -768
1 -4 D -18
(MODIFIED)
tion as shown on plans and described in specifications attached hereto, marked
1,'XHIHIT 2, and inade a part: hor. eof .
.3-.- - 44re i-n-g t+m- -Si {�-)
4. The City will exercise no control whatsoever over the operation,
maintenance, use, or existence of said highway traffic signal(s) without written
authority from the State Highway Engineer.
5. Tho : 3tate shall have the authority to make such charges in the design
and operation of the highway traffic signals) as it may deem necessary and advis-
able to promote the safe, convenient, and orderly movement of traffic.
6. The City will be responsible for the police enforcement required for
securing ohedlencc, to i-he highway traffic. signal(s).
7. In the event the terms of this Agreement are in conflict with the
provisions of any other existing Agreements and /or Contracts between the City and
the State, this Agreement shall take precedence over the other Agreements and /or
Contracts.
AGREEMENT (TRAFFIC SIGNAL - EXPRESSWAY TYPE E -2) 4 -60 -768
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ftbIFUD)
IN TESTIMONY WHEREOF, the parties hereto have caused these presents to
be executed in triplicate on the day above stated.
ATTEST:
Secretary for CJty
APPROVED AS TO FORM:
General Attorneys for the City
Assistant Attorney General
By
c
Mayor
THE STATE OF TEXAS
Certified as being executed for the
purpose and effect of activating
and /or carrying out the orders,
established policies, or work pro-
grams heretofore approved and
authorized by the State Highway
Commission:
By
Chief Engineer of Maintenance
Operrit [nnrc
RECOMMENDED FOR APPROVAL:
AGREEMENT (TRAFFIC SIGNAL - EXPRESSWAY TYPE E -2)
3 -4
(MODIFIED)
District Engineer
Engineer of Traffic
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ii
EXHIBIT 1
LOCATIONS)
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AGRER�MNT (TRAFFIC SIGNAL EXPRESSWAY TYPE E-2) 4-60-768
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TEXAS HIGHWAY DEPARTMENT
SPECIAL SPECIFICATION
ITEM 2013
INSTALLATION OF HIGHWAY TRAFFIC SICNALS
1.0 General.
1.1 This specification and other pertinent specifications included in this
contract shall govern for the materials used and for the installation of
traffic- control signals at the intersections shown on the plans.
1,2 All materials furnished by the Contractor shall be new, undepreciated
stock.
2.0 Materials To Be Furnished By The Contractor.
2.1 The Contractor shall furnish all materials not specified to be furnished
by the Texas Highway Department necessary to complete the project, in-
cluding materials for the power connection that are not furnished by the
Power Company, and shall install the materials in accordance with the
plans and specifications.
2.2 The Contractor shall also furnish all labor, tools, equipment and inciden-
tals necessary to complete the project in an efficient and workmanlike
manner.
2.3 Electrical materials and fittings shall conform do the requirements of the
National Electrical Code. Electrical fittings shall be watertight and
weatherproof.,
2.4 All items to be painted will receive ,two (2) coats of finish paint and will
meet- .with the Engineer's approval for neat appearance before acceptance of
the signal is made.
3.0 Power Connection.
3.1 The Contractor shall make all arrangements for connection to power supply,
shall obtain meter and meter socket from the Power Company when they are
required and install them in accordance with the plans, and shall furnish
and install all other materials necessary to make the power connection which
are not furnished by the Power Company.
3.2 The power connection shall be made to a 115 -125 volt, single- phase, 60
cycle A.C. supply. The wire used for the power connection shall be a min-
imum size as indicated on the plans and shall be insulated for six hundred
(600) volts. The common wire shall be white -coded and the power positive
shall be black- coded.
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4.0 Conduit.
4.1 Unless otherwise shown on the plans, all conductors shall be in conduit
except when,in metal poles. All conduit and fittings shall be for rigid
galvanized -metal or polyvinyl- chloride conduit of the sizes and types
shown on the plans. Each section of conduit shall bear evidence of approv-
al by Underwriter's Laboratories.
4.2 The Contractor may, at his own expense, use conduit of larger size than
specified on the plans providing that the larger size is used for the entire
length of the conduit run.
4.3 Conduit terminating in posts or pedestal bases shall extend vertically,
approximately 2 inches above the concrete foundation. Each length of
galvanized- rigid -metal conduit, where used, shall be reamed and threaded
on each end and couplings shall be made up tight. White -lead paint or
equal shall be used on threads of all joints. No. reducer couplings shall
be used unless specifically indicated on the plans.
4.4 All conduit and fittings shall have the burrs and rough places smoothed
and shall be cleaned up before the cable is installed. Ends of conduits
shall be capped or plugged until starting of wiring. The conduits shall
be placed as shown on the plans or as directed by the Engineer. Conduit
shall be placed at least 18 inches deep and at a distance of at-least 6
inches from any water lines or other utility lines.
4.5 When conduit is to be placed under existing pavements, it shall be galva-
nized rigid conduit, and the jacking method is to be used. Pits for jack-
ing shall not be closer than two feet to the back of curb unless other-
wise directed by the Engineer. Water jetting will not be permitting. No
cutting of existing pavement will be permitted unless specifically approved
by the Engineer.
5.0 Wiring.
5.1 Controller.. Wiring for the controller shall consist of connecting to its
terninals (1) wires to signals, (2) wires to detectors, (3) the power
wires and (4) the ground wires. Other wiring for the controller shall be
as required by the wiring diagrams and instructions furnished with the con-
troller by the manufacturer.
5.2 Signals Heads. Wiring for the signal head shall, where applicable, con -
sist of connecting the terminal blocks near the bottom.of ,each signal
housing to the terminal block in the signal- head - terminal compartment.
All such connecting wires shall be number twelve (12) American Wire Gague.
All conductors running from any terminals located in the pole or transformer
base, to the signal -head terminals shall likewise be number twelve (12)
A.W.G.
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5.3 Splices. Splices will be permitted in the wires of signal conductors and the
detector conductors only on terminal blocks of the signal- head - terminal boxes
and at terminals in the transformer base of each Signal Pole and at terminals
shown on the plans. (Exception If lead -in conductors from detectors to
controller are of different type than the detector leads, a water -tight
splice, acceptable to the Engineer may be made in pullbox adjacent to the
detector location).
5.4 Terminals. Except for controllers, the ends of all wires which are to be
attached to terminal posts shall be provided with solderless terminals that
meet the requirements of the National Electrical Code.
5.5 Wire and Cable. All wire and cable shall conform to the requirements shown
on the plans, except wire and cable specifically covered by other items of
this contract. The minimum size of conductors shall be as indicated on the
plans.
5.6 Enclosed Wiring. Except for span wire suspended cables, all wires, cables or
conductors within twenty -one (21) feet above the ground surface shall be en-
closed in approved metal conduit. Power -tap lines carried down poles shall
be placed in metal conduit. The power entrance to the controller shall be
made through'underground Polyvinyl- chloride conduit only.
5.7 Identification of Signal Wires. Numbered identification tags of metal,
plastic or tape shall be placed around each wire adjacent to wire ends in the
controller, signal head and signal -pole -base terminal boxes.
6.0 Grounding and Bonding.
6.1 Signal and Controller. The signal housing, controller housing, signal common
and service common shall be grounded. All grounding shall be as shown on
the plans and /or as may be indicated in the manufacturer's specifications
and wiring diagrams. All grounding devices used shall conform to the re-
quirements of the National Electric Code. The Power Company shall also
ground the service common at its pole from which the power is taken.
6.2 Conduit and Signal Posts. Metal conduit and metal signal posts or pedestals
shall be bonded to form a continuous system and shall be effectively grounded.
Bonding jumpers shall be No. 6 copper wire or equal.
7.0 Sealing.
y
7.1 After the signal cable connecting the signal and the controller is in place
the unfilled portion of the openings which are provided for the entrance of
the cable to the signal and the condulet attached to the polyvinyl - chloride
conduit or to the metal -pipe conduit, shall be sealed with a sealing compound
in accordance with the National Electrical Code.
702 The sealing compound used shall have a melting point of not less than two
hundred (200) degrees Fahrenheit, and shall not be adversely affected by
the surrounding atmosphere or moisture.
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8.0 Concrete
8.1, All concrete required for signal installations shall be normal Portland -
Cement concrete, commercially known as "5 -sack concrete, 3/4 -inch gravel,
3 -inch slump, " except where otherwise provided on the plans.
8.2 The use of ready -mixed or transit -mixed concrete will be permitted, pro-
vided the concrete is placed in the forms not more than thirty (30) to
forty -five (45) minutes after the cement becomes wet in the batch. All
concrete shall meet the approval of the Engineer prior to being placed.
8.3 All aggregate shall be clean; the cement shall be an accepted standard
brand, and the water used for mixing shall be potable. All materials
shall be subject to inspection and approval by the Engineer before they
are used, and the concrete shall be thoroughly mixed and placed in ac-
cordance with the plans and specifications and as directed by the Engineer.
9.0 Concrete Foundation for Controller and Signal Posts.
9.1 Excavation for all required foundations shall be done in accordance with
lines and depths indicated on the plans. All loose material shall be
removed from the excavation before the concrete is placed. Any water
shall be removed by pumping or bailing. The use of explosives will not
be permitted.
9.2 Foundations shall be constructed to the dimensions shown on the plans or
directed by the Engineer. Care shall be used to insure that the top of
the finished foundation is exactly level. Anchor bolts and conduits
shall be held rigidly in place by a template until the concrete is set.
A mechanical vibrator shall be used for compacting and working the con-
crete. After the concrete has been placed and the top struck off, it
shall be covered with wet burlap for not less than twenty -four (24) hours.
All bracing and templates for anchor bolts shall remain in place for
twenty -four (24) hours after the concrete is poured. During that time,
the anchor bolts and conduit shall not be subjected to any applied strain.
9.3 Backfill shall be tamped with mechanical tamps in 6 -inch layers to the
density of the surrounding ground. Where excavation is made in the sur-
faced shoulder, the shoulder shall be replaced with material equal to the
original construction.
9.4 All excavated material not required for backfill shall be promptly re-
moved and disposed of by the Contractor outside the limits.of the project.
9.5 No concrete shall be placed when the atmospheric temperature is at or below
40° F. (taken in shade away from artificial heat) unless permission to do
so is given by the Engineer. When such permission is given, in cases
where the temperature drops below 40° F., the Contractor shall take such
precautions that may be prescribed to prevent freezing of the concrete.
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10.0 Paint and Painting.
10.1 All paint and painting, where required, shall conform to the requirements
of the ItesQ "Paint and Painting" of the Standard Specifications. The
metal -pipe conduit and all exposed conduit fittings which are not gal-
vanized shall be given one coat of No. 703 Aluminum paint after they
are in place.
10.2 No painting will be required for controller housing or signal head
except those parts on which the paint has been scratched or marred, and
such parts shall be given two coats of high -grade enamel of the same
color as the factory paint.
10.3 Signal posts, mast arms and transformer bases, other than aluminum or
galvanized, shall be painted with one coat of No. 701 Shop Coat and
two coats of finish paint with color as specified on the plans or as
directed by the Engineer. All metal parts from which galvanizing has
been knocked off or chipped off down to bare metal in fabrication, transit,
erection or field alteration or when bare metal is exposed, shall be
repaired by application of galvanizing- repair compound meeting Federal
Spec. 0 -G -93 (stick only) in accordance with the manufacturer's recom-
mendations.
11.0 Preservation of Sod, Shrubbery and Trees
11.1 The Contractor shall assume full responsibility
all sod, shrubbery and trees at the site during
where necessary to remove any sod, shrubbery or
obtain permission from the owner.
11.2 All sod and shrubbery that are removed shall be
replaced in their original position. Damaged s+
replaced by the Contractor at his own expense.
12.0 Removal and Replacement of Curbs and Walks.
for the preservation of
the installation and
tree branches, he shall
carefully preserved and
3d or shrubbery shall be
12.1 The Contractor shall secure permissioq from the proper authority and the
approval of the Engineer before cutting into or removing any walks or
curbs, which might be required in making the installation.
12.2 After the work is completed, the Contractor shall restore any curbs or
walks which have been removed to the equivalent of their original con-
dition and to the satisfaction of the Engineer.
13.0 Disposition of Keys For Controllers and Instruction Manual For the Controller.
13.1 When the project is complete, the keys for the controller cabinets shall
be delivered to the Engineer.
13.2 The Instruction Manual and wiring diagrams for the controller furnished
shall be left inside the controller cabinet.
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14.0 Measurement and Payment.
14.1 The complete signal installation as indicated on the plans and as
described herein when completely installed will be measured by the
complete traffic signal installation and payment will be made at the
contract lump sum bid for "Traffic Control Signal(s) ", which price shall
be full compensation for furnishing, placing and testing all materials
and equipment and for all tools, labor, equipment and incidentals
necessary to complete the work.
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M EMO
The executed copy of the agreement between the City of Euless and
State of Texas concerning Highway Traffic Signals to be located at
the intersection of Spur 350 (Frontage Roads) with F.M.157 is filed
with Council Exhibits for the regular meeting held on May 26, 1970.