Santa Fe Street Crossing Improvements (#7, 11 & 12)E
STA, E OF KANSAS
��� of iRgyfA
kANSpS
KANSAS DEPARTMENT OF TRANSPORTATION
Michael L. Johnston Docking State Office Building Joan Finney
Secretary of Transportation Topeka 66612-1568 GovernorofKansas
(913)296-3566
FAX - (913) 296-1095
July 26, 1994
Mr. Shawn O'Leary, Asst. Dir. Project No. 85 X-1779-01
of Engineering and Utilities STP -X177(901)
City Hall Crossing of the Union Pacific
P.O. Box 736 Railroad Company's tracks and
Salina, Kansas 67402-0736 9th Street in Salina,
Saline County
Dear Mr. O'Leary:
Reference is made to your letter of July 19, 1994 with which you
transmitted the agreement for the installation of warning devices
at the above location.
Attached is the "City's Original" of the agreement which has been
executed by the Union Pacific Railroad Company and the Secretary of
Transportation. Also, attached is one (1) set of final plans for
this installation.
The signals will be installed as soon as railroad forces are
available to perform the work and materials are delivered to the
site. The City of Salina will be responsible for the pavement
markings and advance warning signs as outlined in the Agreement.
Thank you for your cooperation in the handling of this agreement.
Very truly yours,
G. DAVID COMSTOCK, P.E.
CHIEF, BUREAU OF DESIGN
BY:
ED BRADY
AGREEMENT TFA64ICIAN
COORDINATING SECTION
EB:wp\24
Attachment
cc: Mr. D. M. Testa, Chief, Bureau of Construction & Maintenance
Mr. Larry Rudolph, Union Pacific Railroad Company
Mr. Al Cathcart, Coordinating Engineer
S►.
006943050
"CITY'S ORIGINAL"
A G R E E M E N T
Union Pacific Railroad Company
Crossing Signals with Gates
Project No. 85 X-1779-01
STP -X177(901)
Saline County, Kansas
Agreement between the Union Pacific Railroad Company, the
City of Salina, Saline County, Kansas and the Secretary
of Transportation of the State of Kansas, relative to the
construction and maintenance of Highway Crossing Signals
under Section 130, United States Code 23.
* * * * * * * * * * * * * *
Thip pgreement, made and entered into this 1AL� day of
, 19R, by and between the Union Pacific
Railroa C pany,aa Utah Corporation, hereinafter referred to as
the "Company", the City of Salina, Saline County, Kansas
hereinafter referred to as the "City", and the Secretary of
Transportation of the State of Kansas, hereinafter referred to as
the "Secretary".
WITNESSETH:
WHEREAS, the Secretary proposes to submit to the Federal
Highway Administration of the United States Department of
Transportation a project providing for the installation of
railway -highway crossing signals, flashing light cantilever and
straight post type with signal relocation, lens, circuit upgrade
and gates at a grade crossing (DOT #818385N) on 9th Street in the
City of Salina, Saline County, Kansas, said project to be known and
designated as Project No. 85 X-1779-01 STP -X177(901) and more
particularly described as follows:
at the intersection of 9th Street and the Company's
tracks approximately 2600 feet South of the Northeast
Corner of Section 11, Township 14 South, Range 3 West, in
the City of Salina, Saline County, Kansas,
and will recommend its approval for construction under Section 130,
United States Code 23 and amendments thereto, and
WHEREAS, the locations for the flashing light signals were
determined by a diagnostic team consisting of representatives of
the Company, the City, and the Secretary, and
WHEREAS, the Secretary will prepare the plans for the project
and such plans when approved by the Company, the City, and the
Secretary are hereby made a part of this agreement and incorporated
by reference herein, and
NOW, THEREFORE, in consideration of the premises and the
mutual covenants herein contained, and subject to the approval of
the Federal Highway Administration, it is hereby agreed by the
parties hereto:
- 1 -
1. The total cost of the'pioject will be funded one-hundred
percent (100%), including preliminary engineering, construction,
sales tax, users tax and such other items as are properly
chargeable to the project under Section 130, United States Code 23
and amendments thereto.
2. The City will install and maintain the advance warning
signs and pavement markings.
3. The Company will provide the Secretary with a copy of the
bill of materials and the detailed estimate of the cost of the
project. The estimate to be attached to and become a part of this
agreement.
4. After being notified by the Secretary that the project
has been approved and that work may begin, the Company will notify
the Secretary's District Engineer, Mr. William A. Legge, Salina,
Kansas, at least one week in advance of the date that work on the
project is to be started, and should withdrawal from the project
become necessary for any reason, the Company will each time notify
the Secretary's District Engineer of the date that work on the
project is to be resumed.
5. The Company will remove the existing signals and will
install the new cantilever and straight post signals with gates,
relocate signal and make all connections necessary for their
successful operation, and do all incidental and appurtenant work in
accordance with the plans for the project and Part VIII of the
"Manual on Uniform Traffic Control Devices". The Company will
furnish all of the material and do all of the work with its own
forces, or the work may be done by a contractor paid under a
contract let by the Company in compliance with the provisions of
Chapter I, Subchapter B, Part 140, Subpart I, of the Federal Policy
Guide. Said Federal Aid Policy Guide is by reference made a part
of this agreement. If this work is to be done by a contractor paid
under a contract let by the Company, prior written approval shall
be obtained from the Secretary. The estimated schedule by the
Company for the completion of the work for this project is one year
from the date of this agreement.
6. The Company will keep detailed and accurate records of
all labor, materials, supplies, incidentals and all other necessary
costs involved in carrying out the work performed by the Company
under the terms of this agreement, and will give access to such
records at any time during regular office hours to any authorized
representative of the Secretary or of the Federal Highway
Administration, for a period of three years from the date final
payment has been received by the Company.
7. Preparation of preliminary estimates, procurements,
performance of work, expenditures, billing and reimbursement shall
all be done in accordance with Chapter I, Subchapter B, Part 140,
Subpart I, of the Federal Aid Policy Guide.
8. The Company will submit to the Secretary's District
Engineer, Mr. William A. Legge, Salina, Kansas, a final and
complete billing of the incurred costs within one year after the
completion of the work, and the Secretary will pay an amount equal
- 2 -
to the total cost of the project,• with the understanding that the
Company will reimburse the Secretary for one hundred percent (100%)
of the amount of all items in the Company's bill which are declared
by the Federal Highway Administration to be ineligible for
participation in Federal Funds.
9. The Company shall have title to the signals and gates
and at its own cost and expense will maintain the signals and gates
and will make ample provision each year for such maintenance,
provided, however, the Company shall be entitled to receive any
contribution toward the cost of such maintenance as may be now, or
hereafter made available by reason of any law, ordinance,
regulation, order, grant or by other means or sources.
10. The parties hereto do hereby agree that the "Special
'Attachment 'No. 1" herewith, pertaining to the implementation of
Title VI of the Civil Rights Act of 1964, is hereby made a part of
this agreement.
11. The Company does agree that the "Special Attachment No.
2" herewith, pertaining to lobbying, is hereby made a part of this
agreement.
12. It is further understood that this agreement and all
contracts entered into under the provisions of this agreement shall
be binding upon the City, Company and the Secretary and their
successors and assigns.
- 3 -
IN WITNESS WHEREOF, the parties hereto have caused this
agreement to be executed in triplicate by their proper offices on
the day and year first herein written.
ATTEST:
MICHAEL L. JOHNSTON
SECRETARY OF TRANSPORTATION
BY: 1L%Ql.t+� �� 34ZA,
WARREN L. SICK, P.E. _ _y__$UsH-i- _P:.E___
DIRECTOR OF ENGINEERING
AND DESIGN
UNION PACIFIC
RAILRROAD COMPANY
BY: J97vrrHL J
TITLE: Gets. Qiredpr n
. SIQrr
CITY CLERK VOF GOVERN NG ODY
— 4 —
,a CITY OF
r
RESOLUTION NUMBER -4--V64
A RESOLUTION AUTHORIZING THE MAYOR TO EXECUTE THREE
AGREEMENTS BETWEEN THE CITY OF SALINA, KANSAS; UNION PACIFIC
RAILROAD COMPANY; AND, THE SECRETARY OF TRANSPORTATION OF THE
STATE OF KANSAS FOR THE REHABILITATION OF RAILROAD CROSSINGS ON
SANTA FE AVENUE (PROJECT NO. 85 X-1795-01; STP -X179(501)); OHIO
STREET (PROJECT NO. 85 X-1794-01; STP -X179(401)); AND, NINTH STREET
(PROJECT NO. 85 X-1779-01; STP -X177(901)).
BE IT RESOLVED by the Governing Body of the City of Salina,
Kansas:
Section 1. That the Mayor is hereby authorized to execute three
agreements between the City of Salina, Kansas; Union Pacific Railroad
i
Company; and, the Secretary of Transportation of the State of Kansas for the I
j! rehabilitation of railroad crossings on Santa Fe Avenue (Project No. 85
X-1795-01; STP -X179(501)); Ohio Street (Project No. 85 X-1794-01;
i
STP -X179(401)); and, Ninth Street (Project No. 85 X-1779-01; STP -X177(901)).
Section 2. That this Resolution shall be in full force and effect
from and after its adoption.
I
Adopted by the Board of Commissioners and signed by the Mayor this
j 18th day of July, 1994.
I
Jose A. Warner, Mayor
[SEAL]
ATTEST:
Jc,� .
udy ong, City erk
!� STATE OF KANSAS )
) SS
COUNTY OF SALINE )
I, Judy D. Long, City Clerk of the City of Salina, Kansas, do hereby
certify that Resolution Number 94-4764 was adopted by the Board of
Commissat its regular meeting on July 18, 1994, and that the above and
fore jlgDja., a and correct copy of the original on file in my office.
�? ' .W,I.TN?v y hand and official seal this 19th da of July, 1994.
u D Long
" i y Clerk
Special Attachment No_
Sheet 1 of
KANSAS DEPARTMOENT OF TRANSPORTATION
Special Attachment
To Contracts or Agreements Entered Into
By the Secretary of Transportation of the State of Kansas
NOTE: Whenever this Special Attachment conflicts with provisions of the
Document to which it is attached, this Special Attachment shall
govern.
THE CIVIL RIGHTS ACT OF 1964 AND
REHABILITATION ACT OF 1973
AMERICANS WITH DISABILITIES ACT OF 1990
AGE DISCRIMINATION ACT OF 1975
NOTIFICATION
The Secretary of Transportation for the State of Kansas, in accordance with
the provisions of Title VI and Title VII of the Civil Rights Act of 1964 (78
Stat. 252), 5504 of the Rehabilitation Act of 1973 (87 Stat. 355) and the
Americans with Disabilities Act of 1990 (42 USC 12101), the Age
Discrimination Act of 1975 (42 USC 6101) and the Regulations of the U_ S.
Department of Transportation (49 C.F.R., Part 21, 23 and 27), issued pursuant
to such Act, hereby notifies all contracting parties that, the contracting
parties will affirmatively insure that this contract will be implemented
without discrimination on the grounds of race, religion, color, gender, age,
.disability, or national origin, as more specifically set out in the following
eight `Nondiscrimination Clauses'.
Where the
Clauses',
contracts
Kansas.
CLARIFICATION
term `consultant' appears in the following seven `Nondiscrimination
the term consultant' is understood to include all parties to
or agreements with the Secretary of Transportation of the State of
(Revised 8-30-93)
Special Attachment No.
Sheet 2 of
Nondiscrimination Clauses
During the performance of this contract, the consultant, or the consultant's
assignees and successors in interest (hereinafter referred to as the
`consultant's), agrees as follows:
(1) Compliance with Regulations: The consultant will comply with the
Regulations of the U.S. Department of Transportation relative to
nondiscrimination in federally -assisted programs of the U.S.
Department of Transportation (Title 49, Code of Federal
Regulations, Parts 21, 23 and 27, hereinafter referred to as the
Regulations), which are herein incorporated by reference and made
a part of this contract.
(2) Nondiscrimination: The consultant, with regard to the work
performed by the consultant after award and prior to the completion
of the contract work, will not discriminate on the grounds of race,
religion, color, gender, age, disability, or national origin in the
selection and retention of subcontractors, including procurements
of materials and leases of equipment. The consultant will not
participate either directly or indirectly in the discrimination
prohibited by Section 21.5 of the Regulations, including employment
practices when the contract covers a program set forth in Appendix
B of the Regulations.
(3) Solicitations for Subcontractors, Including Procurements of
Materials and Equipment: In all solicitations either competitive
bidding or negotiation made by the consultant for work to be
performed under a subcontract including procurements of materials
or eo_uipment, each potential subcontractor or supplier shall be
notified by the consultant of the consultant's obligation under
this contract and the Regulations relative to nondiscrimination on
the grounds of race, religion, color, gender, age, disability, or
national origin.
(4) Information and Reports: The consultant will provide all
information and reports required by the Regulations, or orders and
instructions issued pursuant thereto, and the Secretary of
Transportation of the State of Kansas will be permitted access to
the consultants books, records, accounts, other sources of
'information, and facilities as may be determined by the Secretary
of Transportation of the State of Kansas to be pert_nent to
ascertain compliance with such Regulations, orders and
instructions. Where any information required of a consultant is in
the exclusive possession of another who fails or refuses to furnish
this information, the consultant shall so certify to the Secretary
of Transportation of the State of Kansas and shall set forth what
efforts it has made to obtain the information.
(5) Employment: The consultant will not discriminate against any
employee or applicant for employment because of race, religion,
color, gender, age, disability, or national origin.
(Revised 8-30-93)
Special Attachment No. 1
Sheet 3 of 3
(6) Sanctions for Noncompliance: In the event of the consultant's
noncompliance with the nondiscrimination provisions of this
contract, the Secretary of Transportation of the State of Kansas
shall impose such contract sanctions as the Secretary of
Transportation of the State of Kansas may determine to be
appropriate, including, but not limited to,
(a) withholding of payments to the consultant under the contract
until the contractor complies, and/or
(b) cancellation, termination or suspension of the contract, in
whole or in part.
(7) Disadvantaged Business Obligation
(a) Disadvantaged Businesses as defined in the Regulations, shall
have the maximum opportunity to participate in the performance
of contracts financed in whole or in part with Federal funds
under this contract.
(b) All necessary and reasonable steps shall be taken in
accordance with the Regulations to ensure that Disadvantaged
Businesses have the maximum opportunity to compete for and
perform contracts. No persons) shall be discriminated against
on the basis of race, religion, color, gender, age, disability
or national origin in the award and performance of Federally -
assisted contracts.
(8) Incorporation of Provisions: The consultant will include the
Provisions of paragraph (1) through (8) in every subcontract,
including procurements of materials and leases of equipment, unless
exempt by the Regulations, order, or instructions issued pursuant
thereto. The consultant will take such action with respect to any
subcontract or procurement as the Secretary of Transportation of
the State of Kansas may direct as a means of enforcing such
provisions including sanctions for noncompliance: Provided,
however, that, in the event a consultant becomes involved in, or is
threatened with, litigation with a subcontractor or supplier as a
result of such direction, the consultant may request the State to
enter into such litigation to protect the interests of the State.
(Revised 8-30-93)
Special Attachment No. 2
CERTIFICATION FOR FEDERAL -AID CONTRACTS
The prospective participant certifies, by signing and submitting this bid or proposal, to the
best of his or her knowledge and belief, that:
(1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the
undersigned, to any person for influencing or attempting to influence an officer or
employee of any Federal agency, a Member of Congress, an officer or employee of
Congress, or an employee of a Member of Congress in connection with the awarding
of any Federal contract, the making of any Federal grant, the making of any Federal
loan, the entering into of any cooperative agreement, and the extension, continuation,
renewal, amendment, or modification of any Federal contract, grant, loan, or
cooperative agreement.
(2) If any funds other than Federal appropriated funds have been paid or will be paid to
any person for influencing or attempting to influence an officer or employee of any
Federal agency, a Member of Congress, an officer or employee of Congress, or an
employee of a Member of Congress in connection with this Federal contract, grant,
loan, or cooperative agreement, the undersigned shall complete and submit Standard
Form -LLL, "Disclosure Form to Report Lobbying," in accordance with its
instructions.
This certification is a material representation of fact upon which reliance was placed when
this transaction was made or entered into. Submission of this certification is a prerequisite
for making or entering into this transaction imposed by Section 1352, Title 31, U.S. Code.
Any person who fails to file the required certification shall be subject to a civil penalty of
not less than $10,000 and not more than $100,000 for each such failure.
The prospective participant also agrees by submitting his or her bid or proposal that he or
she shall require that the language of this certification be included in all lower tier
subcontracts, which exceed $100,000 and that all such subrecipients shall certify and
disclose accordingly.
ESTIMATE OF MATERIAL AND FORCE ACCOUNT WORK
BY THE
UNION PACIFIC RAILROAD COMPANY
FOR THE
` INSTALL XNG 9TH STREET
INSTALL AUTOMATIC FLASHING LIGHT CROSSING SIGNALS WITH GATES/CANTILEVER
AND FLASHER AT : 9TH. STREET., M.P. 186.32., SALINA,KS.
SIGNAL PROJECT MANAGER : HAROLD D. LOUIS 8271-5518
LOCATION: 9TH STREET SERV
UNIT : 03 STATE
KS
DATE : 1994-06-29
DESCRIPTION
-----------
LABOR
MATERIAL
TOTAL
ENGINEERING
----------
5553
---------
----------
EQUIPMENT RENTAL
1808
LABOR ADDITIVE 83.41%
4608
LABOR ADDITIVE 83%
20587
MATL STORE EXPENSE
565
PERSONAL EXPENSES
5424
SALES TAX
2863
SIG.-HWY.CRO W/C 34014
763
SIG-HWY XNG W/C 34004
23041
SIG-HWY XNG W/C 34007
998
SIGNAL
71589
SWITCH INS.
1592
TRAFFIC CONTROL
-----------
--- ------
1000
55550
---------
84841
----------
140391
TOTAL PROJECT: 55550 84841 140391
FORM 30,-1 .
WORK ORDER AUTHORIZATION-OETAIL OF ESTIMATED EXPENDITURES
EST START: 01-01-94
EST COMP: 12-31-94
RAILROAD: UPRR CO.
LOCATION: INSTALL XNG 9TH STREET SALINA, KS,
DEPARTMENT: ENGINEERING SERVICES
_________________________ STOCK MATERIAL PLAN _.______-_.--.------------
ITEM
ITEM
UNIT
DIRECT
NUMBER
--------
DESCRIPTION
--------------------------------
COST
OTY
UM
MATL 8
02040420
BATTERY,GNB,75A9 OR 50A13
----------
188.96
------
6
--
EA
--
1134
02040540
BATTERY,GNB, 75A13 OR 5OA19
250.92
12
EA
3011
05051250
WIRE ROPE, 1/4 INCH 7 X 19
0.20
40
LF
8
07040430
ANTI -STATIC BUBBLE BAG
0.21
15
EA
3
09011450
CABLE TIE, NYLON 1 3/4" MAX. DIA
0.04
200
EA
8
09011980
CABLE TIE, NYLON 3 1/2" MAX. DIA
0.25
20
EA
5
09042860
POWER OFF LIGHT ASSY.
16.89
1
EA
17
09054360
RELAY, GENERAL PURPOSE 120V TAB 8
- 15.83
1
EA
16
09057650
SOCKET,P-B 27E122 TAB 836A 8 856
3.89
1
EA
4
09065700
TAPE, ELECTRICAL PLASTIC
1.88
1
RL
2
09132370
WIRE ROPE SLEEVE, DUPLEX
0.12
8
EA
1
09135650
2363 J,SLEEVE,4-6,REDUCI.NG
0.83
16
EA
13
09137100
TERM.LUG 3/16 CABLE -1/4 POST 2412
0.85
20
EA
17
09401140
ADAPTER, 4 INCH CARLON PLASTIC
3.82
2
EA
8
09409820
BUSHING, 4 INCH PLASTIC INSUL
2.69
2
EA
5
09424920
CONDUIT, 4", PVC, TYPE 40
1.65
20
LF
33
09433590
CONNECTOR, 3/8 INCH STRAIGHT BO
0.13
3
EA
0
09442650
CONNECTOR, 3/4 INCH STRAIGHT 80
0.51
1
EA
1
09446050
CONNECTOR, 1 1/4 INCH STRAIGHT BO
9.67
1
EA
10
09466420
LOCKNUT, 1 1/4 INCH CONDUIT
0.28
1
EA
0
09467930
LOCKNUT, 4 INCH, GALVANIZED
4.09
2
EA
8
09615550
LAMP,INCANDESCENT,10V.25W.
4.41
18
EA
79
09823690
LAG SCREW FOR COVER PLATE 3/8 X 2
0.24
4
EA
1
09844170
GROUND ROD, 5/8 INCH X 8 FEET
6.28
9
EA
57
09846750
GRND.ROD CONN. 4WAY ONESHOT.
4.80
9
EA
43
09908640
WIRE #6 ANG i COND COPPER, SOLID
0.11
225
LF
25
09912120
WIRE,#6 AWG. 2 COND.000' ROLL)
1.29
500
LF
645
09913120
WIRE,#6 AWG.5 COND. (500' ROLL)
2.38
1000
LF
2380
09915610
WIRE #6 AUG 1 COND COPPER, STRAN
0.22
50
LF
11
09930550
WIRE #10 AUG 1 COND COPPER, STRAN
0.11
1750
LF
193
09932310
WIRE #10 AUG 1 COND COPPER,TWIST
0.24
150
LF
36
09960090
WIRE #16 AWG 1 COND COPPER, STRAN
0.07
500
LF
35
13552450
METAL SCREW #12 X 3/4 INCH
6.95
1
Ox
5
13553150
SHEET METAL SCREW #12X1"
5.75
1
Bx
6
17061400
PADLOCK,SIGNAL,WITHOUT KEY,AMERIC
10.23
6
EA
61
28033210
CARTON, 39 1/8"L X 23 1/4"W X 17
4.99
1
EA
5
28033230
CARTON, 47 3/8"L X 39 1/2"W X 18"
9.40
1
EA
9
PAGE 04 MORE
PROJ NO: 16414
A.W.O. NO: 14381
W.O. NO:
B.I. NO: 94EN10
STATE: KS
VAL SEC: 1403E
FORM 3C-1
WORK ORDER AUTHORIZATION -DETAIL OF ESTIMATED EXPENDITURES
EST START: 01-01-94
EST COMP: 12-31-94
RAILROAD: UPRR CO.
LOCATION: INSTALL XNG 9TH STREET SALINA, KS.
DEPARTMENT: ENGINEERING SERVICES
28041880
PALLET, 48 X 40 INCH 2/WAY
7.24
2
EA
14
35040010
PLASTER OF PARIS, DENTAL GRADE
0.72
25
LB
18
35303010
PAINT, ALUMINUM 426 OIL BASE
20.28
1
GA
20
39301410
SIGN, -3 TRACKS- MP STD PAGE 403.
26.44
1
EA
26
39369480
SIGN MOUNTING KIT 5"
123.00
1
EA
123
50401560
LUMBER, 24X4"X 8 FEET
2.89
4
EA
12
52001370
SURGE PROTECTOR SP20-2A TAB 585
68.46
1
EA
68
52005690
BOND WIRE,1000 LF LENGTH,7 STRAND
0.38
200
LF
76
52007060
BOND WIRE TRACK CIRCUIT CONNECTOR
0.97
16
EA
16
52007280
BOND WIRE TUBING, FIBERGLAS
0.54
84
LF
45
52008260
BOOTLEG BOX ASSEMBLY, 2 WIRE KIT
82.48
4
EA
330
52008420
BOOTLEG COVER PLATE
3.24
2
EA
6
52009780
BOOTLEG WIRE CLAMP, 5/8 INCH INSU
1.20
40
EA
48
52016830
WIRE DUCT, 2X3
10.42
20
EA
208
52016940
WIRE DUCT 3X3
12.02
1
EA
12
52017510
WIRE DUCT COVER 2"
2.40
20
EA
48
52017620
WIRE DUCT COVER 3"X6'
3.53
1
EA
4
52019560
EQUALIZER, H.D. TAB 583
9.02
4
EA
36
52019710
FOUNDATION, CANTILEVER LEAVE -IN-
725.00
1
EA
725
52024670
FOUNDATION COMPONENT SET - 74 1/2
292.66
3
ST
878
52025240
HOUSE, SIGNAL 6 X 6 X 9 FEET HIG
3588.57
1
EA
3589
52027350
CLIP BOARD - FOR SIGNAL PRINTS
6.77
1
EA
7
52027430
STEP BOX
12.51
1
EA
13
52029780
LIGHTNING ARR,HD TAB 582 W/O BASE
9.70
8
EA
78
52030010
LIGHTNING ARRESTOR CONN.STRIP
4.03
2
EA
8
52039100
RECTIFIER,I5MV,TAB 574
288.56
2
EA
577
52039210
RECTIFIER,20EC,12V.TAB575
440.00
1
EA
440
52039540
RECTIFIER, FOR 81 P.O.RELAY
26.31
2
EA
53
52040460
RESISTER, ADJ. 5 OHM, TAB 90
14.79
9
EA
133
52070010
TERMINAL,#12-10 WIRE- RING TONGUE
0.44
400
EA
176
52071600
TERMINAL, #20-16 WIRE,RING TYPE
0.28
150
EA
42
52072280
TERMINAL BLOCK, SIGNAL 2 POST BAK
2.98
14
EA
42
52072510
TERMINAL BLOCK,SIGNAL 3 POST TEST
6.24
1
EA
6
52072740
TERMINAL BLOCK, SIGNAL 12 POST 6
8.65
6
EA
52
52074550
TEST LINK, INSULATED ASSEMBLY TAB
0.58
24
EA
14
52076370
TRANSFORMER,CASE,60 CYCLE .310 KV
162.72
2
EA
325
52079550
WIRE TAG, PLASTIC - WHITE
0.08
100
EA
8
52079560
MARKING PEN(FOR WHITE TAG)
1.33
1
EA
1
52107140
FL/GATE W/ONE WAY FRONT LIGHTS
3997.61
1
EA
3998
52107190
FL/GATE W/ONE WAY BACK LIGHTS
4205.00
1
EA
4205
52109370
GATE ARM, ADJ,16-32'
223.05
1
EA
223
52110780
GATE ARM, 29-38 FEET ADJ. COMPILE
260.00
1
EA
260
52122140
HIGH WIND BRACKET FOR GATE ARM
55.57
2
EA
111
PAGE 05 MORE
PROJ NO: 16414
A.W.O. NO: 14381
W.O. NO:
B.I. NO: 94ENIO
STATE: KS
VAL SEC: 1403E
FORM 30-1
WORK ORDER AUTHORIZATION -DETAIL OF ESTIMATED EXPENDITURES
EST START: 01-01-94
EST COMP: 12-31-94
RAILROAD: UPRR CO.
LOCATION: INSTALL XNG 9TH STREET SALINA, KS.
DEPARTMENT: ENGINEERING SERVICES
52130650
GATE ARM SHEAR BOLT
0.39
4
EA
2
52136500
GUARD FENCE, 12 FEET 6 INCHES
387.51
2
EA
775
52136550
GUARD FENCE, 25 FEET
599.01
1
EA
599
52159580
SIG.UNIT, FLX-12, 20-32 DEG.
110.01
12
EA
1320
52160440
SIG UNIT,COMPLETE,FLX-12 30/15
110.07
2
EA
220
52162140
SIG UNIT,COMPLETEJI.X-12 70
110.02
2
EA
220
52169800
SIG GENERATOR ACG -2T STYLE C TAB
130.07
2
EA
260.
52170650
SIGNAL TRACK DRIVER TAB 637
215.74
3
EA
647
52171500
SIGNAL TRACK RECTIFIER RING 10 TA
43.49
3
EA
130
52203400
DETECTOR, LIGHT OUT, LOD-1
469.80
1
EA
470
52246000
RESISTOR,47,000 (47K) OHM .5 WATT
0.27
2
EA
1
52258590
NBS-TAB 641
456.16
4
EA
1825
52263600
SURGE ARRESTOR
24.35
1
EA
24
52263690
SURGE PANEL - TAB 619
135.15
1
EA
135
52264040
SURGE PANEL -TAB 618
200.89
1
EA
201
52276050
CROSSING ANALYZER, HCA -1
1746.00
1
EA
1746
52276550
CROSSING MODEM, HCA
200.27
1
EA
200
52707280
RELAY,BIBN,TK.TAB 882 8 882A
526.71
3
EA
1580
52726820
RELAY, FLASHER TAB 887
523.64
1
EA
524
52728800
RELAY, B1LC. TAB 911 A62-310
425.06
2
EA
850
52745830
RELAY,NEUTRAL, 81 TAB 884 8 884A
257.00
2
EA
514
52752390
RELAY,BISR. 3 SEC. TAB 893
416.69
1
EA
417
52764420
RELAY, POWER TRANSFER TAB 890
438.41
2
EA
877
52773760
RELAY BRACKET, FOR 81 RELAYS
250.00
1
EA
250
52776370
RELAY PLUGBOARD,GRS B1 TAB7708864
36.51
8
EA
292
52777970
FLAG TERMINAL, FOR GRS, 14-10
1.10
80
EA
88
52778110
FLAG TERMINAL, FOR GRS, 20-16
0.86
70
EA
60
52779280
RELAY TEST TERM,GRS 131 TA87708864
6.90
7
EA
48
52907740
CANTILEVER - 30'-32' XING SIGNAL
9600.00
1
EA
9600
52919380
FLASHER, COMPLETE SPECIAL ORDER
2200.00
1
EA
2200
52923050
GCP-112 PROG ISL
19000.00
1
EA
19000
52959000
POWER TAP MATERIAL
1000.00
1
EA
1000
52973500
TELEPHONE LINE HOOK-UP
500.00
1
EA
500
53311490
EXTRACTOR FOR "B"TERMINALS P3-308
9.55
1
EA
10
53311510
P 3-320 TEST NUT WRENCH
15.89
1
EA
16
53648010
INSULATING CAP 8 SHIELD ASSY.
2.01
10
EA
20
TOTAL 71,590
PAGE 06 MORE
PROJ NO: 16414
A.Y.O. NO: 14381
Y.O. NO:
B.I. NO: 94EN10
STATE: KS
VAL SEC: 1403E
IREV.2-2+-9+ 112TK000TYP.1 1
•
TO DENVER (LOCATE SHUNT AT 850'1
AUpfN
ILOCATE SHINY AT 850'1 TO TOPEKA
-
501'25+5+515PpN1 SEC.N 10 M.P.H. ISIOINGI
S? , ,
501'25.5.5(SPRNI SEC.N 10 MPHIfiI07NG1
L 2044'25+5•5ISPANI SE[.N +0 M.P.H. (MAIM
�C•
20tP 25+5.5�M0 SE0. N 40 N.P.N.IWlINI
/ 1 /
P.LS.— P.S.
/ /
476' 650'_
ss"REETE
� / / F
M.P. 186.121
PING -IB RECT.
• , ro
®
//
SANT FE Si.
/1�i' /
Y%TB
APPPOACN
rxT
rARo TRacK
NES +1 # L]g'
s.
N �525HZ
'''FFF��➢
3+8X2 15.2NNZ
s101NG TRACK
NOS t1 525HZ
*I./
13+BNZ
B 0 A185]T
O.5KXZ
MAIN TRAM e q
ry
X
1z• /P
¢ � 1 :
Lai
3 /
nNu
/ I / • z
1860
RING -10 PELT.
/ ] 2
HILL TRACK
WT
-
s•xs'
�
P.S. P.S. P.S. P.S. LTJ.
i
i
o
/ /
C T• M- 50'
�+20'!�22]'�Ise, �1
o
NOTES:
t-aN�ItBII2B
1 3 1 I I
g
o
®= TWISTED WIRES
ALL TRACK WIRES 2C. •6 RfGf M f
INSULATED 1 TWIST PER FT.
/
BRONZE SHIELD TAPE
POLYETHYLENE JACKET 75.
CONSTRUCTION NOTES:
UNLESS OTHERWISE SPECIFIEDTREE)
1. GATE LOCATIONS 'R'RNO WARE NEW.
TRANSMITTER pill RECEIVED LEADS
•
2. CANTILEVER t'Is E%15TING UPGRADE LIGHTS.
LENGTH$ sHakD NOT E%GEED NAIUfACiURES N.
(,"
f N•YTB
3. RETIRE GATE AND CANT.AT T.RELOCATE CANTILEVER TO 'Q'.UPGRADE LIGHTS.
t. LOCATIONS 'E'fM 'F'gHE NEW.
,/
RECOMMENDATION.
/ / •'P'
C j RSOM NyE 5. ## - PETITE CANTILEVER.
TOP OF FOUNDATION TO BE AT SANE ELEVATION
6. PROVIDE INTERCONNECT TO ACTIVATE FATE 'A'AND CHIT. 'C' FOR q TRAIN
AS THE SURFACE OF THE TRAVELED MAY 4 NO [ /
MORE THAN !'ABOVE THE SURFACE OF THE GROUND.
23,
IN MILL TRACK ON McPHEP$ON WYE TRACK.
]• #' INSTALL SV. INSULATION AND I.J.-S.
ALL BUNGALOW HIRING TO BE •16 ANG FLEX
UNLESS OTHERWISE SPECIFIED EXCEPT ALL GROUND
S. ISLAND CIRCUITS, W: S ON MILL TRACK ARE TO BE LEFT VIEfE THEY
NIDE TO BE •6 AMG FLEX OR LARGER
ARE. HOVE ].J5 ON WYE AND YARD TRACK AS SHONN.
REFER i0 W STANDARD ONG FOR BUNGALOW GROUNDING.
9. JK- RETIRE I.J.-S.
ALL LIGHTS TO BE 12' ROUNDELS.
- - - _ 4'X 100' PIPE
LIGHTS, B C E 6 F 1.2 38'/15'
A 4 D 1.2 ]6
C 6 D 3,t.5.G],8 20*/32'
E GG].8.9.10 26/32'
E 6 F 3,4 ]6
SRL WA. KANSAS
LATE 'A': 29' S�-0--�N
9tF STREET
GATE '8': tB'
M.P. 186.32
CANT •C': 30'
SALNN $UBDIYIS[ON
0.0.T.•B18 3868
CART •D', +l' C - WAN➢ MIL
�
•E•T-F
PROJ.•
CANT . 30'
NmIFluTlw LEVEL
waw PAcirlc oLs sre wo
'�
UNION PAC[RAILROAD
roT¢ t-2+-5'
nA.Cur LEVEL o«'o. As
f olm su wo
EAST MENOKEN, KANSAS
sNFr 16 R
LAST """ .Ka T"" rrr.
I
y cHR rae
'1 pFE X381
TO PULLMAN, COLORA00
owc 186.32
LAST LEY¢ BY FESVIFA pJ
A.B.S. CIRCUITS
cHNfm FIIQI Tn.3 rm r
siw>i oEsiw 10- 3uwec3:.m
8-3925
Tj I
IREV.2-2+-9+ 112TK000TYP.1 1
•
TO DENVER (LOCATE SHUNT AT 850'1
AUpfN
ILOCATE SHINY AT 850'1 TO TOPEKA
-
501'25+5+515PpN1 SEC.N 10 M.P.H. ISIOINGI
S? , ,
501'25.5.5(SPRNI SEC.N 10 MPHIfiI07NG1
L 2044'25+5•5ISPANI SE[.N +0 M.P.H. (MAIM
�C•
20tP 25+5.5�M0 SE0. N 40 N.P.N.IWlINI
/ 1 /
P.LS.— P.S.
/ /
476' 650'_
ss"REETE
� / / F
M.P. 186.121
PING -IB RECT.
• , ro
®
//
SANT FE Si.
/1�i' /
Y%TB
APPPOACN
rxT
rARo TRacK
NES +1 # L]g'
s.
N �525HZ
'''FFF��➢
3+8X2 15.2NNZ
s101NG TRACK
NOS t1 525HZ
*I./
13+BNZ
B 0 A185]T
O.5KXZ
MAIN TRAM e q
ry
X
1z• /P
¢ � 1 :
Lai
3 /
nNu
/ I / • z
1860
RING -10 PELT.
/ ] 2
HILL TRACK
WT
-
s•xs'
�
P.S. P.S. P.S. P.S. LTJ.
i
i
o
/ /
C T• M- 50'
�+20'!�22]'�Ise, �1
o
NOTES:
t-aN�ItBII2B
1 3 1 I I
g
o
®= TWISTED WIRES
ALL TRACK WIRES 2C. •6 RfGf M f
INSULATED 1 TWIST PER FT.
/
BRONZE SHIELD TAPE
POLYETHYLENE JACKET 75.
CONSTRUCTION NOTES:
UNLESS OTHERWISE SPECIFIEDTREE)
1. GATE LOCATIONS 'R'RNO WARE NEW.
TRANSMITTER pill RECEIVED LEADS
•
2. CANTILEVER t'Is E%15TING UPGRADE LIGHTS.
LENGTH$ sHakD NOT E%GEED NAIUfACiURES N.
(,"
f N•YTB
3. RETIRE GATE AND CANT.AT T.RELOCATE CANTILEVER TO 'Q'.UPGRADE LIGHTS.
t. LOCATIONS 'E'fM 'F'gHE NEW.
,/
RECOMMENDATION.
/ / •'P'
C j RSOM NyE 5. ## - PETITE CANTILEVER.
TOP OF FOUNDATION TO BE AT SANE ELEVATION
6. PROVIDE INTERCONNECT TO ACTIVATE FATE 'A'AND CHIT. 'C' FOR q TRAIN
AS THE SURFACE OF THE TRAVELED MAY 4 NO [ /
MORE THAN !'ABOVE THE SURFACE OF THE GROUND.
23,
IN MILL TRACK ON McPHEP$ON WYE TRACK.
]• #' INSTALL SV. INSULATION AND I.J.-S.
ALL BUNGALOW HIRING TO BE •16 ANG FLEX
UNLESS OTHERWISE SPECIFIED EXCEPT ALL GROUND
S. ISLAND CIRCUITS, W: S ON MILL TRACK ARE TO BE LEFT VIEfE THEY
NIDE TO BE •6 AMG FLEX OR LARGER
ARE. HOVE ].J5 ON WYE AND YARD TRACK AS SHONN.
REFER i0 W STANDARD ONG FOR BUNGALOW GROUNDING.
9. JK- RETIRE I.J.-S.
ALL LIGHTS TO BE 12' ROUNDELS.
- - - _ 4'X 100' PIPE
LIGHTS, B C E 6 F 1.2 38'/15'
A 4 D 1.2 ]6
C 6 D 3,t.5.G],8 20*/32'
E GG].8.9.10 26/32'
E 6 F 3,4 ]6
SRL WA. KANSAS
LATE 'A': 29' S�-0--�N
9tF STREET
GATE '8': tB'
M.P. 186.32
CANT •C': 30'
SALNN $UBDIYIS[ON
0.0.T.•B18 3868
CART •D', +l' C - WAN➢ MIL
�
•E•T-F
PROJ.•
CANT . 30'
NmIFluTlw LEVEL
waw PAcirlc oLs sre wo
'�
UNION PAC[RAILROAD
roT¢ t-2+-5'
nA.Cur LEVEL o«'o. As
f olm su wo
EAST MENOKEN, KANSAS
sNFr 16 R
LAST """ .Ka T"" rrr.
I
y cHR rae
'1 pFE X381
TO PULLMAN, COLORA00
owc 186.32
LAST LEY¢ BY FESVIFA pJ
A.B.S. CIRCUITS
cHNfm FIIQI Tn.3 rm r
siw>i oEsiw 10- 3uwec3:.m
8-3925
IREV.2-2+-9+ 112TK000TYP.1 1
r
0
a
Ly
no
w
0
LO
z
w
0
INDEX OF SHEETS
Sheet l
Sheet 2
Sheet 3
Sheet 4
Sheet 5
Sheet 6
Sheet 7-8
Sheet 9-1 /
Title
General Notes
Plan
Flashing Light Signal
Flashing Lights & Gates
Flashing Light Contile
Guard Fence
Traffic Control
STATE OF KANSAS
DEPARTMENT OF TRANSPORTATION
_,
PLAN OF PROPOSED 05TV STREET
FEDERAL AID PROJECT
iHWA SHEET TOTAL
RECION STATE PROJECT NO. YEAR
N0. I I I N0. SHEETS
r JKANSAS $5 X-1779-01 119941 I 1 II
STP X177 (901)
RAILWAY -HIGHWAY CROSSING SIGNALS
CNEF, BUREAU OF DESIGN
KANSAS OEPARTVENI OF TNANSPORTAOON
SIVE lPII!'>P�li ie)ulry EUIiII1FCR
14.livl NEP_NTu NI II::.II:IY IH In II(VI
ENGINEER
FEOLPAL NIGNVAY ONIN",F',10
OMP THLNT OF TFNV6FOi TaT1L
Lp 1111A$iRA IDR
epI�.III�: I. _il)Il
I'i
O
I L_IVII v1 %r I N
ROAD
WORK
AHEAD
48" X 48"
O = END
CONSTRUCTION
24" X 60"
Install Temporary Traffic Control
Sto. 971-15 Lt. & Rt.: Sta. 10/+90 Lt. & Rt.
also install temporary traffic control on
W. North Street.
ALIGNMENT NOTES
P.O. T. Sta. 9811-3.53
I. Set 40d Spk. & KDOT Wshr. below surface.
2. top fire hydrant. 50.5 N.W
3. top Southwestern Bell manhole. 42.4 N. E.
4. top water line manhole. 47.9 N.
P.O.T. Sto. 100+00 =
I. Set "+" cutin center
2. � top fire hydrant.
RR Sta. 50 + 00
RR.
J. S.E. corner Conc. X -buck foundation.
4. N.W. corner Conc. ,V-bucAfoundation.
P.O.T. Sta. 101+45.08
I. Set 40d Spk. & KDOT Wshr. below
2. top Southwestern Bell manhole.
3. top water meter manhole.
4. E. face light pole La ground.
55.2 N. W.
44.6 N. W.
62.8 S.E.
surface.
57.0 S. S. E
36.1 S.E.
23.9 W.
GENERAL NOTE
Install Highway - Railway Signals as shown
on the plan sheet. A bell shall be installed
on one signal.
Existing railroad crossing signs shall be
removed by the railroad company.
Advanced warning signs shall be installed
by the local public authority. If the
location warrants pavement markings as
outlined in the MUTCD 8B-4, the markings
shall be installed by the local public
authority.
Reference:
The Union Pacific Railroad Company's
mainline track crossing 9th Street
in Salina is approximately 2600 ft.
South of the Northeast corner of
Sec. ll, T14S. R3W.
FHW
REGION
REO.
STATE
PROJECT NO.
YEAR
SHEET
TOTALI
N0.
N0.
HEETS�
T
ANSAS
85 X-1779-01
1994
Z
II
T F k AE � A ov TD A E- FI� rrnNIToni
O
I L_IVII v1 %r I N
ROAD
WORK
AHEAD
48" X 48"
O = END
CONSTRUCTION
24" X 60"
Install Temporary Traffic Control
Sto. 971-15 Lt. & Rt.: Sta. 10/+90 Lt. & Rt.
also install temporary traffic control on
W. North Street.
ALIGNMENT NOTES
P.O. T. Sta. 9811-3.53
I. Set 40d Spk. & KDOT Wshr. below surface.
2. top fire hydrant. 50.5 N.W
3. top Southwestern Bell manhole. 42.4 N. E.
4. top water line manhole. 47.9 N.
P.O.T. Sto. 100+00 =
I. Set "+" cutin center
2. � top fire hydrant.
RR Sta. 50 + 00
RR.
J. S.E. corner Conc. X -buck foundation.
4. N.W. corner Conc. ,V-bucAfoundation.
P.O.T. Sta. 101+45.08
I. Set 40d Spk. & KDOT Wshr. below
2. top Southwestern Bell manhole.
3. top water meter manhole.
4. E. face light pole La ground.
55.2 N. W.
44.6 N. W.
62.8 S.E.
surface.
57.0 S. S. E
36.1 S.E.
23.9 W.
GENERAL NOTE
Install Highway - Railway Signals as shown
on the plan sheet. A bell shall be installed
on one signal.
Existing railroad crossing signs shall be
removed by the railroad company.
Advanced warning signs shall be installed
by the local public authority. If the
location warrants pavement markings as
outlined in the MUTCD 8B-4, the markings
shall be installed by the local public
authority.
Reference:
The Union Pacific Railroad Company's
mainline track crossing 9th Street
in Salina is approximately 2600 ft.
South of the Northeast corner of
Sec. ll, T14S. R3W.
B'
SURVEYED D.R. Lewis
PLOTTED I S.E. Hennes
(S
STA. 9865, 3l' Lt.
Remove Existing Signal
9th St. (ASDholt) 199
DATE
10-93
2-94
w
RR Comm Box,
t
SCALE
IO 0 la 20'
PL. : Lot. 8 Long.
0 0
v
o
o g
e. m.
6' Gas
12, water, _ _ -
. I
Ii � y I N ep
31
v
csc I
____ _ -_-_I_ __ ___ ____
LooOi qa (.4h;A' I I � � rC
I �
----�— —
IS Ili - "_.� �C
z
STA. 98f96.9, 36'Rt. Instal( I
Roilrood-Highwoy Crossing Signal
Flashing Light Type Cantilever (30')
See Sheets 6 & 7
STA. 99-44.8, 41.8' Rt. Relocate
Existing Cantilever Signal to
STA. 99~85.8, 41.8' Rt.
/ STA. 99 4/.5' Rt.
Remove Existing Signal
Automatic Gate (44')
STA. 99-49.6, 41.8' Rt. Install
Roilrood-Highway Crossing Signal
Flashing Light Type With Extra
Lights Facing East See Sheets 4 & 7
SHWA SHEET TOTAL
REGION STATE PROJECT NO. YEAR
N0. N0. HEETS
1 NANSA$ 85 X-1779-01 119941 3 1 II
STA. 10040.5, 30' Lt. Retain
Existing Railroad -Highway Crossing
Signol Flashing Light Type Cantilever
STA. 100*34.9, 30' Lf. Install V
Railroad -Highway Crossing Signal
New Gate Mechanism (28')
b
TelePnane C,Tble_ 1�A - \ \ =
STA. 9985.8, 41.8' Rf. Install
Roilrood-Highway Crossing Signal
Flashing Light Type Cantilever
Removed From STA. 99�44.8.41.f
STA. 9981.8. 41.8' Rf. Install
Railroad -Highway Crossing Signal
Flashing Lights & Automatic Gate (40')
Alldetails and dimensions not shown shall conform with
•the recommended Standards In Part Vlllof the manualon
Uniform Traffic Control Devices.
One 'RAILROAD CROSSING' sign shall be required for each
signal. One 'NUMBER OF TRACKS' sign shall be required for
each signal if there are 2 or more frocks at the railroad -
highway crossing. The signs shall have black letters on a
white reflective background.
A bell sholl be Installed only when specified.
The Railroad company's standard foundation may be
substituted for the foundation shown, upon approval of the
KDOT.
Placement of railroad crossing signals shall conform to
the following minimum horizontal distances measured to the
closest port of the signal.
At a curbless and shoulderless location,
measured from the roadway edge. - 610'
At a curbed location,
measured from the curb face. - 2'0'
At a paved or surfaced shoulder location,
measured form the shoulder edge. - 2' 0' +
A minimum of 6', measured from the traveled
roadway edge, shall also be provided.
Surfiac
I
T R A C K S
z
B
6'
E E
iD �o
' 6'
5' 6'
ti m
1' 9'
to signal
2'�-I
i�12.
I_L
Elev, of roadwa at crown
Ground Line
NE
7CIOSS
Q
'A• Concrete
FRONT ELEVATION
ALT
T
PROJECT NO.
85 X-1779-01
SIDE ELEVATION
CONDUIT:
ALT. I - Tapered timber
to be dislodged offer
concrete Is set.
Alt. 2 - Metol Condult.
YEAR SHEET TOTAL
I
N0. HEETS
1994 4 11
TE BASE
B
6'
4' u
' 6'
5' 6'
KANSAS DEPARTMENT OF TRANSPORTATION
RAILROAD CROSSING SIGNAL
FLASHING LIGHT TYPE
rois:L,Tan
Alldetalls and dlmenslons not shown shall conform with
'the recommended Standards In Part VIII of the manualon
Uniform Traffic Control Devices.
One 'RAILROAD CROSSING' sign shall be recuired for each
signal. One 'NUMBER OF TRACKS' sign shall be required for
each signal if there are 2 or more tracks at the railroad -
highway crossing. The signs shall have black letters on a
white reflective background. A bell shollbe Installed only
when specified.
The Railroad company's standard foundation may be
substituted for the foundation shown, upon approval Of the
KDOT.
Placement of railroad crossing signals shall conform to
the following minimum horizontal distances measured to the
closest part of the signal or gate arm In Its upright
position within 17' of the crown of the roadway.
At a curbless and shoulderless location,
measured from the roadway edge. - 610'
At a curbed location,
measured from the Curb face. - 2' 0'
At a paved or surfaced shoulder location,
measured from the shoulder edge. - 2' 0'
A minimum of 6', measured from the traveled
roadway edge. sholl also be provided.
STEADY BURNING
LIGHT (RED)
I ^
YI �_
aI
of
a
,I
�I
I
POINT OPPOSITE
SURFACING
FLASHING
LIGHT (RED)
16'REFLECTOR
STRIPES, BOTH
CONCRETE BASE
H
B
Up to 4' 6'
4' 0'
4' 6' to 5' 6'
4' 6'
5' 6' to 6' 6'
5' 0'
6' 6' to 7' 6'
5' 6'
GATE ARM SHALL BE
IN VERTICAL POSITION
WHEN RAISED, EXCEPT
•,i AS PROVIDED IN
SPECIFICATIONS.
rr
EXTENSION BRACKET TO
PROVIDE CLEARANCE FOR
GATE ARM.
IT R A C K S
1 „
1
ALT, I
C OF MECH.SHAFT,
2'
IR CION STATE PROJECT NO. NEAR II IEOET ITEE 5
T KANSAS 85 X -1779-0I 1994 5
BRACKET FOR
HORIZ. STOP
OF GATE ARM .
(ALT.I ONLY) .
9 I JUNCTION BOX
>' TYPE OF BASE 2'
E m,,
ALJ C'J
CLASS 'A' CONCRETI
R
FRONT ELEVATION
ALT
JUNCTION BOX AND LAMP ARMS (W.R.S. 950-304)
USED TO PROVIDE CLEARANCE FOR GATE ARM
WHEN IN A VERTICAL POSITION. SEE SKETCH ABOVE
FOR METHOD OF CONNECTION TO MAST. OTHER
MANUFACTURERS' APPROVED METHODS OF PROVID-
ING CLEARANCE MAY BE USED.
ALT.I- SIGNAL EQUIPPED WITH OPERATING
MECHANISM REQUIRING BRACKET FOR HORIZONTAL
ALT. 2- SIGNAL EQUIPPED WITH INTERNAL
DEVICE INTEGRAL WITH OPERATING MECHANISN
NO BRACKET REQUIRED.
_L ELEV. F ROADWAY CROWN
„I GROUND LINE
.i
}� ALT' I o CONDUIT:
li E
` z =
ALT. 1 - TAPERED TIMBER
v TO BE DISLODGED AFTER
CONCRETE IS SET.
.. x ALT. 2 - METAL CONDUIT.
KANSAS DEPARTMENT OF TRANSPORTATION
SIDE ELEVATION RAILROAD CROSSING SIGNAL
FLASHING LIGHT TYPE AND
AUTOMATIC GATE
mism.J,)nl
TWO-WAY FLASHING UNITS
FRONT & BACK
—2'6'_ CANTILEVER LENGTH VARIES) y=
, Momp
FNRA
REGION
N0.
STATE
PROJECT N0.
YEAR
SHEET
SHEETS
Tji
T
KANSAS
$S X -1779 -OI
1994
6
TWO-WAY FLASHING UNITS
FRONT & BACK
—2'6'_ CANTILEVER LENGTH VARIES) y=
, Momp
I NO
MA
NOTES:
ALL DETAILS AND DIMENSIONS NOT SHOWN SHALL CONFORM WITH THE RECOMMENDED STANDARDS
IN PART VIIIOF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
ONE 'RAILROAD CROSSING' SIGN SHALL BE REOUIREO FOR EACH SIGNAL . ONE 'NUMBER OF
TRACKS'SIGN SHALL BE REOUIRED FOR EACH SIGNAL IF THERE ARE 2 OR MORE TRACKS AT THE
RAILROAD -HIGHWAY CROSSING. THE SIGNS SHALL HAVE BLACK LETTERS ON A WHITE REFLECTIVE
BACKGROUND.
A PIVOT HEAD CANTILEVER SIGNAL MAY BE SUBSTITUTED FOR A FIXED FRAME CANTILEVER
SIGNAL. FLASHING UNITS INDICATED BY DASHED LINES SHALL, WHEN SHONN ON PLAN SHEET,
BE INCLUDED IN THE RAILROAD CROSSING SIGNAL INSTALLATION. A BELL SHALL BE INSTALLED
ONLY WHEN SPECIFIED.
THE RAILROAD COMPANY'S STANDARD FOUNDATION MAY BE USED UPON APPROVAL OF THE K.D.O.T.
O
O
PLACEMENT OF RAILROAD CROSSING SIGNALS SHALL CONFORM TO THE FOLLOWING MINIMUM
>
HORIZONTAL DISTANCES MEASURED TO THE CLOSEST PART OF THE SIGNAL WITHIN THE I7'VERTICAL
i
CLEARANCE FROM THE CROWN OF THE ROADWAY;
b
AT A CURBLESS AND SHOULDERLESS LOCATION.
MEASURED FROM THE ROADWAY EDGE - 6'0'
AT A CURBED LOCATION,
MEASURED FROM THE CURB FACE - 2'0'
AT A PAVED OR SURFACED SHOULDER LOCATION, to e
MEASURED FROM THE SHOULDER EDGE - 2'0'+& I, A
+ A MINIMUM OF 6'.MEASURED FROM THE TRAVELED ROADWAY EDGE. SHALL ALSO BE PROVIDED.
SURFACING
ELEVATION OF ROADWAY AT CROWN
FRONT ELEVATION
)E ELEVATION
KANSAS DEPARTMENT OF TRANSPORTATION
RAILROAD CROSSING SIGNAL
CANTILEVER FLASHING LIGHT TYPE
(TYPICAL)
Inr,r.;_.a ln
I �
Iww wl 1 � LGrwro
I 1
ELEVATION '
15'J' uin. 10 C a N,gr
IO -0'" rot I -1
L
Of Track
PLAN
GUARD FENCE PROTECTION OF SINGLE
RAILROAD SIGNAL
sit' a 7/2"SIdrN Nde in Rudb
3e, a'a. Butma Neal awr,
C Y*" --/2"_
Sl —r `I _ —C' aAu/r G
viz Nve 1 - T
1-
a C
SIA"ef Nass fa,
remlool SNNot
SECTION THRU RAIL ELEMENT
Rall Element not less than No.12 U.S.Std.Gauge
lP mdcn Na ruemvo
DETAIL OF TERMINAL SECTION
Tersy/ul $ectiOn
1Y4.. FrcrrV to aIIN Cordon
Barin �gRg aRail E/emw
Neon 1
Roil Elemeky to
]- T as, anxnof is
Vis- Ovd Shkider PPslyic, ro -
1SPLICE BOLT & NUT Mqc 01
Ie - �tr� TNIryMI SxYim
POST BOLT SimilarVie' except lengin
""y -dudes
WASHER FOR BOLT HEAD SECTION A -A SHOWING
Other .,,proved washer may be used ATTACHMENT METHOD
PROJECT NO. YEAR iSHEETITOTALI
NO. (SHEETS
T KANSAS( 85 X-1779-01 1 1994 17 1 R
Plan SIM
Wo,he, A NO
TOP VIEW
ROUND
POST
ELEVATION
WOOD POST
Xmd Posts l0 of
+coed to {raise
flat Surface as
Kiln /0 accomp1ate
SECTION SECTION
ALTERNATE ROUND POST
ARRANGEMENT AT WOOD POSTS
U.
All woad Posts and wood blacks shall be 9I16n a Rectangular and round wood posts. wood braces and
preservative treatment os provides in the K. D. 0. T. ood blocks shall be 545. Pound 6 O- wood Dost with
Standard SDedficotlons. 71/2' to 9'/y'tiD diameters may be used In Place of
Steel blacks or metal offset brackets wilt not be IEs tonquia, posts. The butt diameter of round posts
Permined on vc.0 rests. ehtllbe larger than ins tip diameter.tut fire taper
fr1•Ir1 tui•: I..., In th•. tip ehnllnal CnCev1 i .
oil
The grade of steel, for steel posts. and Steel blocks. Shall
C
N
meet the requlrem.nts of the Standard SpedflC.tlons. the
w
8.5 or 9.0 lbs./ft. 01/e'"long steel blocks shall be galvanized In
a -
He_
accordance with STN A123. The requirements for use of o
KANSAS
Bell b Nut
6d a' W'F 8.5 N 9.0 m
137P' 8md
6'x-? WF 8.5 ar 9O N.
6'-9' urg Pad
w ry
••3
Groom Lin,
ELEVATION
STEEL POST
GENERAL NOTE FOR GUARD FENCE
Galvanized steel plate rail elements shall be used. All pest
roll fittings. Dolts. anchor rods. nuts and washers sholl be
galvanized In accordance with the Standard Specifications
for State Rood and Bridge Construction.
Guardrail parts furnished under this Specification shall
be InlerchongeaDle with slmllnr parts .agar Jess of the
source or monufacturer.
Steal plate guard fence rails shall be shop curved with
a 5'rodius as shown.
Alldlmensions are subject to manufacturing tolerances.
The guard fence rails shall be lapped In the direction of
traffic.
Guard fence posts may be wood or steel with no change
In type of post permitted within a single project.
Guard fence posts may be set by digging or driving.
During driving operations. Dost Caps shall be used which
are designed to Protect the posts from crushing. _
Excavation of oil Classes. Including rock, shale and other
materials regardless of elevations encountered. required
for the erection of the guard fence. shall be Considered
as Subsidlary to the various bid Items for which payment
Is made.
The guard fence may be adjusted to fit IOCOIcondl110ne.
{ Exception shall be allowed for guardrail installed and
maintained by the Burlington Northern Railroad Company.
which is a three rib type without terminalseatlans.
4
TOP VIEW
SECTION
Head OW b NO
Lip,
ARRANGEMENT AT STEEL POSTS
The grade of steel, for steel posts. and Steel blocks. Shall
meet the requlrem.nts of the Standard SpedflC.tlons. the
6"x4" WF 8.5 or 9.0 IbS./f t, 6' 9" long steel posts and 6"x4" WF
8.5 or 9.0 lbs./ft. 01/e'"long steel blocks shall be galvanized In
accordance with STN A123. The requirements for use of o
KANSAS
plvotad hammer far testing shat not apply. Galvanl:ing Shoe be
6"x4'WF 8.5 or 9.0 las./R.
HOLE PUNCHING DETAIL
ALL HOLES = D/I, "
DEPARTMENT OF TRANSPORTATION
done after the pasts and blacks are fabricated. rFLASRD FENCE FOR R AIL RO A
Other approved designs of steel blocks or offset protests
may be used in place of the type sr hown. Only ane type ofHINGLIGHT SIGNAL
block o Offset bracket may be used on a pr of -el.
Wand b1nka, •.111 n:•I I•a per mltt-I •'.n t.. ilI 111,fI:- -I I
1/. 0 Arc. RW
TarnM'Nd NUIS
S Waders —
L AOM RW Aody
swill Le I pia
to gwwdz;ny.
ELEVATION
Showing wood Brace Cetall.
15 a, MI IOC of
f0'Y;n.
noon R.R. Tract
6 0 -Moo
to f TI.,
I
I
+
-
+
sir
P 1
♦
1 f'x6"1reaN
�wmd From
i f 0- in U164a AI ICU/a bGal
5'0",'n RUrd A.
PLAN
Guard Fence Protection
STATE PROJECT NO. YEAR SNOT 5TOTAL
I IKANSASI 85 X-1779-01 1199dl 8 1 II 1
GENERAL NOTE FOR GUARD FENCE
q 2f'4{yvd< Galvanized steel plate rallelements Sha be used. NI post
5 21/'. roil fittings. Dolt s. anchor rods. nuts and washers shall be
R ,C� galvanized in accordance with trio Standard Specifications
_1�m omrtE A
5/drM ride - T for State Road and Brldp9 Construction.
Neulra,14S - T Y Guardrail Darts furnished under this Speclfloatlon shall
w 2 2-x lie„ be Interchangeable with similar Darts ragar-alass of the
SAI Maes fa source or manufacturer. +
Te"es"Se6m Steel plate guard fence rails shall be shop curved with
1 A a 5 -radius as shown.
usidimenslonare subject to monufocturinq tolerances.
SECTION THIRD RAIL ELEMENT 2%2"X l%B"Slated Raes The guard fence taus shall be lapped In the direction of
to mach Ra;l£lswcd traffic.
Rall Element not less than No. 12 U.S. Std. Gauge Guard fence posts may be wood or steel with no change
DETAIL OF TERMINAL SECTION In type Of Dost permitted .Ithln o single Pro)",.
Term mlSvrial Guard fence posts may be set by digging or driving.
FamW t6 Oulu C"par Curing driving operations. Dost caps shall be used whim
�"W vita Of Rail EbaCIY
rypp 1 are designed to protect the Dost. from crushlay
T Rad Element to EacOVOtion of all classes. including roak..hOle and other
as Soawav Toaffached ro materials regardless of elevations encountered. required
d y _ for the erection of the guard fence. shall be considered
/ �.Iy aB" SPLICE BOLT & NUT Post o ��''��{{ ""
T 1 POST BOLT Similar Al'ocllmem ar as Subsidiary to trio various Did Items for vnlcn payment
/e Terminal $edited D Is made.
T Q�` except length fa
g >,2 The guard fence may be adjusted to fit local conditions.
SAII haes
WASHER FOR BOLT HEAD
Other approved washer may be used
(a Post A.
4 11' tf-� . % . 1%, . Nolan
2 Z
Pon $Iepl Waslrtr L16'�
tiNUIryJNI NotSeeedargW SERNM' 2 to LeTHRU RAIL ELEMENT /I ing sidesfa Inial;,» N staed f Brae
t2 1 Ayes far MIs TOP VIEW
Lac RAIL LAP ROUND
RAIL LAP POST
Hach U/2' Mar. col
fa 41 6" Mayo .race ;n
ELEVATION
WOOD POST
Not HeaJ & WasMr
/ Var. I%2'lo
fa, ar i
to ra z' Max. ~
P" Nut
�• fmLOW
to Pets Na. 18 2
No..
and PoSls to be
ICNW to 6'alde
fiat surface as
.Il to Saceseae
SECTION SECTION
ALTERNATE ROUND POST
L;,o
ARRANGEMENT AT WOOD POSTS
All wood posts. toed braces dna wood blocks Ra<tangular and round wood POSYS. wood braces and
SOON be given a Dreservotive treatment as rx,vidad wood black. shall be SAS. Round 6' 0 wood Fast with
In he K. O. O. T. Standard Speaflcatlons. 7/2 to 9% 111 dlamefers may be used In D1.ce of
S1vel blocks or metal of fset brackets will not be rectanclior posts. The Duit diameter of round posts
re'n R led on woao posts. sl dlibe kr9or than the tip diometar.D t the taper
+Exception sholl be .lowed for guardrail Installed and
maintained by the Burlington Northern Railroad Company,
SECTION A -A SHOWING which Is a three rib type without terminal sections.
ATTACHMENT METHOD
ssl lB a rJ) �"'x 1�1 "FWlal
BAT, It Hca,, Is &NWs f' x 61I"Afte,f jA" Hde ;n Past No. I Ia Ddl rNu
2'Butfm rima wow arch, 5"Bat f'X 6"woof 6'ace. Laare rive
Bal. Nat & Washer 6" x 4 8.5 NN aM Ivasfzr ;n oIKAS;Ie Ilanle ;n P., Na. 2
See edargal S£Cr/ON 5-9.0i 'm Parti �S
rnRU RAIL ELEMENT 6" x W F R.5 % x I/1.
for 1.06.ar slated a 9.0 165./fr. BM 8 Nur
rives Ia pars. RAIL LAP "Val Fara B/a'L Anchor Red --
SECTION o 0
Past
Volt. NUI & thuw
=Liana
ELEVATION SECTION
TOP VIEW
I'
i
+I
Pas, No i
j Past N6 l I%B' An," Rot
ELEVATION
ARRANGEMENT AT STEEL POSTS
The prude Of 51.61, far 51.61 pasts, and Steel blocks. shall
meet the requirements of the Standard SDeclflcaflons.The
6"x4" of 8.5 or 9.0 bs./ft.69" long steel posts and 6"x4" SIT
8.5 or 9.0 IDs./ft. l}I/e "long steel blocks shall be galvanized In
accordance with ASTM ARI. The reoulrements for use of d
pivoted hammer for testing Shot not .1111.6avanlxing shall be
done after theosts and blocks are f 1
D aDrlca ed.
Other approved designs of steel blocks Or offset brackets
may be used f type . Only One typo Of
block Of offset bra M bracket 1 Jy be used
J On J project.
b,.I IA I, uIII t ., I-fmill_I rt -I1 ,.
Io""
HOLE PUNCHING DETAIL
'31""Naet',wa5 "N,
KANSAS DEPARTMENT OF TRANSPORTATIONI
GUARD FENCE FOR RAILROAD
FLASHING LIGHT SIGNAL
GATE
FOR Col
TRAFFIC CONTROL PLAN
SIPUCIION WORK DEF Wf 31UULOER LOCATIONS
FHMA
REGION
STATE
PROJECT N0.
FISCAL
TEAM
- - __.
/�9j
SHEET
110.
_ -
-9-
TOqj
SI(E
--
-.�
7
FANSAS
- �J �A ----
95X- 77 '%—_-.
Undivided
�ouiocir
TI 'i�'•..'�___
'1`— VAR BDO
61 So
i
1. ML tRMf IC CMIRDE DEVICES SI4LLL COMPLY TO THE
TURBINE EDIIION 01 (1) IME SIANNWD SPECLFICA-
11016 AID ID MY LIPUDINEAL SPECIr ICAI IONS ID
THIS EDITION AND (2) EHE MANUAL ON UNIFORM
TRAFFIC CONIM DEVICES far SIRL[IS AID HIGHWAYS
(IAIESI EDITION).
Z. • POSTED SPEED LIMIT 10 BE OCE(AKINED BY ENE
ENGIN[R.
1. WHEN THE FOLLOWING CONDITIONS EXIST, TRAFFIC
CONTROL SIGNS SHALL BE REMOVED OR COMPLETELY
COVERED WITH ADEQUATE OPAQUE WATERPROOF
MIERIALI
(A) NO WORK IS IN PROGRESS MOR IS ANY
[IKCIID 10 BE FOR AN EXTENDED PERIOD
Of TIME, HERE ARE 1T) EXISTING HAZARDS
AND LIE ROADWAY 15 UNRL51RICIED IB 111E
IRAVCL IIG "I IC.
RRMAFINI SPEED LIMIT SIGNS THAI CONFLICT WITH
THE POSTED SPEED TIME Of IK PMACI SWILL BE
COVERED WILE VMX IS IN PROGRESS AMD UNCOVERED
nIN DO CONDITIONS IN MD. I MOVE EXIST.
ALL SIGNS SMALL BC IDSL MOUNTED IF THE CLOSME
IUM[ EXCEEDS FOUR (4) 0415. IX[[PIIONS MAV BE
MADE, PMIICULARLY IN MGM MEAS, WHERE POSTED
MOUNTED SIGNS Of PROHIBITIVE.
PURIMLC SUPPOSE INSINLAI IDMS, WO FOR MOUNTING
SIf NS OR DEVICES FOR ItM MARI CONDITIONS. SHALL
It CDISIUICI[D IB YIELD UPON IMPACT IU MINIMIZE
IOIMDS To IME IDIM15?.
WEVVIR PMCIICN, NL CUISIRUCIION IUUIPMEWT,
NAIERIALS, AND MONTS LFII BE SEEMED NO CLOSER
I'OE RRAIY (ID) fill TRW INE IRAV[L[0 WAY. THE
CONTRACTOR SHALL RAC[ APPROPRIATE SIDES AFD/W
BAHRICMES, AS IASIGNARD BY IN INGINEIR, MOOD
MY HAIMUOUS [CONDITION CRLAIEO BY llE CONIRACUM
MAOI% MNAFY (30) (IFI M IHC IRAVEL(D MAY. ALL
INNS IC CONTROL DEVICES MEOLD FON THIS CONDITION
SOME IN COISRXIOU SIIISIDIMV 10 CRAFT ALMS UI
HE CININACI.
'JOG' --�
GENERAL
500'
j� ----� , Scot_ --_ —
1 Mork Area I N'n -{- —1AR -
--
Divided
— ---
NOTES
1. ADJUSTMENT Of LOND[TUDIRN DIMENSIONS FOR SIGN 15.
SPACING MY BE REWIRED BY INE ENGINEER 10 INSURE
THAT EFFECTIVE AND SAFE CODITIGNS first Mike
ACTUAL FIELD CODIIIMS. SIGN SPACING SHOULD OF
AS Mir" AS POSSIBLE.
0. TYPE •B• HIM INTENSITY TFLIAM FLASHING WARNING
LIGHTS MAY B[ REQUIRED ON MY SIGN MIN Mt HED
NECESSARY BY EHE IIGINEER. MEN USED MIA WILL
Of PAID MOI AS EXTRA WIRD MIN IGT SHOWN AS A BID
ITCH.
9. [NDS OP BRIDGES EXPOSED 10 TRAFFIC DURING
COISINUCTIO1 THAT ARE NDI MARRED BY PERMANENT
OBJECT MARKERS SHALL RE DELINEATED WITH URANIN
AND WIIE VIFIRICAE PANELS.
10. AN ADVANCE WARNING FLASHING OR ALOIN ENG ARROW
PANEE SMALL DE MID AT IM NEAR LOCATIONS SHOWN.
INE MM PANEE WILL BE SUBSIDIARY 10 BI IIIN of
TRAFFIC CGNUDL NEN Hot SHOWN AS A BID iftll.
11. FLACNCN (AHEAD OR 5000 SIGN SMALL Of USED MY
MEN A FLA=R IS RESENT. At ALL OIHTO I IDES
IRIS SIGN SMALL BE REMOVED OR COVERED.
12. FLAGGERS SMALL COMPLY WITH IN[ 'HANDBOOK FOR
ILAGGERS• SIAM O KANSAS (LATEST WHICH).
11. IM ALTERNATE RATE WLM TRAFFIC CONRML SIGNALS
SHALL COHPIY W111M THE LAIESI LOIIION Of THE
MANUAL DI To ORM IXAII IC CONI HOT OE Y ICE5 THE
MET IS AND HRTOAVS. TIMING U IRAN IC SIGNALS
LUTE DE DCIEIUIMED BI IEE ENG IM[R.
N. IMI CONI RACIOR IS R(SPONSIBI[ FUR MAINTAINING
NL SI FNS AW DEYICt$ IN ON .IR I'ROPEN POSITION,
CLEANING AND/OR R(RACING ANY DAMMED OR II.IFG-
IRLE SIGN M [XVIIE AS IUL[IED BY DIC (NGIYt EN
WIIHOUI HOLE DELAY 10 [N -:INE (fl(CIIVE AW SAF[
ION IC [INURES.
CHANNEL IIING DIVICI SI OFV[CIS AS MITI FIRE IN
INCLUDES BILI IS NOT LIMIILD 10: BARNIL'ADIS,
BMRILXS, GUMS, CHUR's AW VLI0IU1 PAWLS.
(A) RK MAXIMUM SPACING BETWEEN l'l1ANNILII-
ING DIY11'T.S IN 111E IAPLR SHUULO BE
APPRUAIMAII(V TOTAL IU IIIE IXISIINO
SPLIT) LIMIT MIM TO ANI IRM.
(B) IRR SI'ACINI: IIEINLLN DEVICES IN INR WMX
ION[ SHOULD BE AFMIXIHAI(LI SB to 1011
ITT[.
(C) DEVICES PLACED IRVNG PAVEMENT EDW OR
SHOXIXR UUP -OFFS p LESS TIIAN [OUR
(4) INCH!S ALAI( BE RACED A MAXIMUM U
IOUR HINIIII(D (400) 1111 APAIII AS
DIRLI NIU UY III (N,IWE.N.
(0)
UVICI.S PIACEII ALUM: PAVEMENT [UGE LIR
M.n
SHOULDIR IIMUP.UffS UI MORE THAN Into
1
1.0 OUNDRID (2011) fill APART AS
UINICIIU 01 IW tNGIWtR.
(1)
OUT 1011ISIING COPEIIIUNS HE EMAMIR
MY III WIRL A DECREASE IN THE SPACING
_._---
SIIPULAIEU ABOVE. MIN IRAFIC CONDON.
Yoa'—
n
Mork AreR
T
500'
INVITES AM) LIONS Wlll NL PAID IM AS
I IIRA M411W.
T) 1
Undivided
�ouiocir
TI 'i�'•..'�___
'1`— VAR BDO
61 So
i
1. ML tRMf IC CMIRDE DEVICES SI4LLL COMPLY TO THE
TURBINE EDIIION 01 (1) IME SIANNWD SPECLFICA-
11016 AID ID MY LIPUDINEAL SPECIr ICAI IONS ID
THIS EDITION AND (2) EHE MANUAL ON UNIFORM
TRAFFIC CONIM DEVICES far SIRL[IS AID HIGHWAYS
(IAIESI EDITION).
Z. • POSTED SPEED LIMIT 10 BE OCE(AKINED BY ENE
ENGIN[R.
1. WHEN THE FOLLOWING CONDITIONS EXIST, TRAFFIC
CONTROL SIGNS SHALL BE REMOVED OR COMPLETELY
COVERED WITH ADEQUATE OPAQUE WATERPROOF
MIERIALI
(A) NO WORK IS IN PROGRESS MOR IS ANY
[IKCIID 10 BE FOR AN EXTENDED PERIOD
Of TIME, HERE ARE 1T) EXISTING HAZARDS
AND LIE ROADWAY 15 UNRL51RICIED IB 111E
IRAVCL IIG "I IC.
RRMAFINI SPEED LIMIT SIGNS THAI CONFLICT WITH
THE POSTED SPEED TIME Of IK PMACI SWILL BE
COVERED WILE VMX IS IN PROGRESS AMD UNCOVERED
nIN DO CONDITIONS IN MD. I MOVE EXIST.
ALL SIGNS SMALL BC IDSL MOUNTED IF THE CLOSME
IUM[ EXCEEDS FOUR (4) 0415. IX[[PIIONS MAV BE
MADE, PMIICULARLY IN MGM MEAS, WHERE POSTED
MOUNTED SIGNS Of PROHIBITIVE.
PURIMLC SUPPOSE INSINLAI IDMS, WO FOR MOUNTING
SIf NS OR DEVICES FOR ItM MARI CONDITIONS. SHALL
It CDISIUICI[D IB YIELD UPON IMPACT IU MINIMIZE
IOIMDS To IME IDIM15?.
WEVVIR PMCIICN, NL CUISIRUCIION IUUIPMEWT,
NAIERIALS, AND MONTS LFII BE SEEMED NO CLOSER
I'OE RRAIY (ID) fill TRW INE IRAV[L[0 WAY. THE
CONTRACTOR SHALL RAC[ APPROPRIATE SIDES AFD/W
BAHRICMES, AS IASIGNARD BY IN INGINEIR, MOOD
MY HAIMUOUS [CONDITION CRLAIEO BY llE CONIRACUM
MAOI% MNAFY (30) (IFI M IHC IRAVEL(D MAY. ALL
INNS IC CONTROL DEVICES MEOLD FON THIS CONDITION
SOME IN COISRXIOU SIIISIDIMV 10 CRAFT ALMS UI
HE CININACI.
'JOG' --�
GENERAL
500'
j� ----� , Scot_ --_ —
1 Mork Area I N'n -{- —1AR -
--
Divided
— ---
NOTES
1. ADJUSTMENT Of LOND[TUDIRN DIMENSIONS FOR SIGN 15.
SPACING MY BE REWIRED BY INE ENGINEER 10 INSURE
THAT EFFECTIVE AND SAFE CODITIGNS first Mike
ACTUAL FIELD CODIIIMS. SIGN SPACING SHOULD OF
AS Mir" AS POSSIBLE.
0. TYPE •B• HIM INTENSITY TFLIAM FLASHING WARNING
LIGHTS MAY B[ REQUIRED ON MY SIGN MIN Mt HED
NECESSARY BY EHE IIGINEER. MEN USED MIA WILL
Of PAID MOI AS EXTRA WIRD MIN IGT SHOWN AS A BID
ITCH.
9. [NDS OP BRIDGES EXPOSED 10 TRAFFIC DURING
COISINUCTIO1 THAT ARE NDI MARRED BY PERMANENT
OBJECT MARKERS SHALL RE DELINEATED WITH URANIN
AND WIIE VIFIRICAE PANELS.
10. AN ADVANCE WARNING FLASHING OR ALOIN ENG ARROW
PANEE SMALL DE MID AT IM NEAR LOCATIONS SHOWN.
INE MM PANEE WILL BE SUBSIDIARY 10 BI IIIN of
TRAFFIC CGNUDL NEN Hot SHOWN AS A BID iftll.
11. FLACNCN (AHEAD OR 5000 SIGN SMALL Of USED MY
MEN A FLA=R IS RESENT. At ALL OIHTO I IDES
IRIS SIGN SMALL BE REMOVED OR COVERED.
12. FLAGGERS SMALL COMPLY WITH IN[ 'HANDBOOK FOR
ILAGGERS• SIAM O KANSAS (LATEST WHICH).
11. IM ALTERNATE RATE WLM TRAFFIC CONRML SIGNALS
SHALL COHPIY W111M THE LAIESI LOIIION Of THE
MANUAL DI To ORM IXAII IC CONI HOT OE Y ICE5 THE
MET IS AND HRTOAVS. TIMING U IRAN IC SIGNALS
LUTE DE DCIEIUIMED BI IEE ENG IM[R.
N. IMI CONI RACIOR IS R(SPONSIBI[ FUR MAINTAINING
NL SI FNS AW DEYICt$ IN ON .IR I'ROPEN POSITION,
CLEANING AND/OR R(RACING ANY DAMMED OR II.IFG-
IRLE SIGN M [XVIIE AS IUL[IED BY DIC (NGIYt EN
WIIHOUI HOLE DELAY 10 [N -:INE (fl(CIIVE AW SAF[
ION IC [INURES.
CHANNEL IIING DIVICI SI OFV[CIS AS MITI FIRE IN
INCLUDES BILI IS NOT LIMIILD 10: BARNIL'ADIS,
BMRILXS, GUMS, CHUR's AW VLI0IU1 PAWLS.
(A) RK MAXIMUM SPACING BETWEEN l'l1ANNILII-
ING DIY11'T.S IN 111E IAPLR SHUULO BE
APPRUAIMAII(V TOTAL IU IIIE IXISIINO
SPLIT) LIMIT MIM TO ANI IRM.
(B) IRR SI'ACINI: IIEINLLN DEVICES IN INR WMX
ION[ SHOULD BE AFMIXIHAI(LI SB to 1011
ITT[.
(C) DEVICES PLACED IRVNG PAVEMENT EDW OR
SHOXIXR UUP -OFFS p LESS TIIAN [OUR
(4) INCH!S ALAI( BE RACED A MAXIMUM U
IOUR HINIIII(D (400) 1111 APAIII AS
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TRAFFIC CONTROL DEVICES FEMA FISCAL SHEET TOTAL
REGION STATE PROJECT N0. TEAR N0. SHEETS
FOR HANDLING TRAFFIC THBOVDH CONS14UCIION
T [ANSA.S 85) - 779 -o/ /99 // I
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(L AHEAD. EODFT e 1 MILE E WNanwN F .p04.SHAtt GOVERN.
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