HomeMy WebLinkAboutBNSF Railway - Grade Crossing Signal Installation Agreement 2-0Lz+
Washington Avenue
Mile Post 87.68
Line Segment 48
U.S. DOT Number 099169B
Yakima Valley Subdivision
GRADE CROSSING SIGNAL INSTALLATION AGREEMENT
THIS GRADE CROSSING SIGNAL INSTALLATION AGREEMENT (hereinafter called, "Agreement "),
is executed to be effective as of July 30 , 2009, by and between the City of Yakima, a Political
Subdivision of the State of Washington (hereinafter called, "AGENCY "), and BNSF RAILWAY COMPANY, a
Delaware Corporation (hereinafter called, "RAILROAD ").
WITNESSETH:
WHEREAS, in the interest of aiding vehicular travel and public safety, the AGENCY is undertaking a
project to install railroad crossing signals and activation equipment at Washington Avenue;
WHEREAS, Washington Avenue is located at U.S. DOT crossing 099169B as indicated on Exhibit "A ",
attached hereto and incorporated herein;
WHEREAS, the parties agree that the RAILROAD will receive no ascertainable benefit from the
installation of advance warning signs, pavement marking stop bars or crossing signal equipment (hereinafter
collectively called, "Crossing Signal Equipment ");
WHEREAS, AGENCY also desires RAILROAD to replace the existing crossing surface at Washington
Avenue with a new 72 -foot long concrete and rubber crossing surface;
WHEREAS, the AGENCY is paying for the acquisition and installation of crossing signal equipment at
Washington Avenue with State and Federal funds pursuant to 23 U.S.C. § 130 "; and
WHEREAS, the RAILROAD agrees to purchase and install, at AGENCY'S sole expense, the crossing
signal equipment and the new crossing surface described in the scope of work herein, and upon the terms and
conditions set forth below.
NOW, THEREFORE, in consideration of the mutual covenants and agreements of the parties contained
herein, the receipt and sufficiency of which are hereby acknowledged, the parties agree as follows:
ARTICLE I — SCOPE OF WORK
1. The term "Project" as used in this agreement includes any and all work related to the installation of
Crossing Signal Equipment and the new crossing surface at U.S. DOT crossing 099169B, more particularly
described on Exhibits "A" and "B" attached hereto and incorporated herein, including, but not limited to, any and all
changes to telephone, telegraph, signal and electrical lines and appurtenances, installation of advance warning signs
and pavement marking stop bars, installation of any new crossing surface, temporary and permanent track work,
fencing, grading, alterations to or new construction of drainage facilities, preliminary and construction engineering
and contract preparation.
ARTICLE II — RAILROAD OBLIGATIONS
In consideration of the covenants of AGENCY set forth herein and the faithful performance thereof,
RAILROAD agrees as follows:
1. The RAILROAD will, using its own labor forces under applicable labor agreements, install the Crossing
1
r �
Signal Equipment and the new crossing surface at Washington Avenue. The work will be performed at AGENCY's
expense and in accordance with the MUTCD and the plans and specifications approved by AGENCY. The plans
and specifications are attached to this Agreement as Exhibit "B" and incorporated herein.
2. A detailed estimate of RAILROAD'S construction engineering, installation labor (including the costs, if
any, of electrical service from a public utility) and material costs required for the Project are attached hereto as
Exhibit "C" and incorporated herein. In the event construction for the Project has not commenced within six (6)
months following the effective date of this Agreement, RAILROAD may, in its sole and absolute discretion, revise
the cost estimates set forth in said Exhibit "C ". In such event, the revised cost estimates will become a part of this
Agreement as though originally set forth herein. Any item of work incidental to the items listed in Exhibit "C" not
specifically mentioned therein may be included as a part of this Agreement upon written approval of AGENCY,
which approval will not be unreasonably withheld.
3. RAILROAD will furnish all labor, materials, tools and equipment for the railroad portion of the work
required for the construction of the Project.
4. The RAILROAD will, at AGENCY'S expense, dispose of all scrap from the RAILROAD'S work
hereunder.
5. The RAILROAD will finalize and complete billing of all incurred costs under this Agreement no later than
one (1) year following installation of the Crossing Signal Equipment and the new crossing surface.
ARTICLE III — AGENCY OBLIGATIONS
In consideration of the covenants of RAILROAD set forth herein and the faithful performance thereof,
AGENCY agrees as follows:
1. AGENCY must perform, at AGENCY'S expense, the following work:
a) Installation of a pavement marking stop bar in accordance with the Manual on Uniform Traffic
Control Devices (hereinafter called, "MUTCD ").
b) Installation of advance warning signs in accordance with the MUTCD.
2. The AGENCY will approve the location of the signals and signal bungalow prior to installation by
RAILROAD.
3. Actual costs for engineering, materials and labor (including third party charges for the installation of
electrical service) associated with the installation of the Crossing Signal Equipment and the new crossing surface
must be paid by the AGENCY as provided in 23 Code of Federal Regulations (Revised 2001) including, but not
limited to, Parts 1, 140 , 172 and 646 (hereinafter called, "23 CFR ").
4. In the event the services of a consultant are needed after execution of this Agreement due to any exigency
of the RAILROAD and the Project, the AGENCY and the RAILROAD will mutually agree, in writing, as to the
selection of a consultant and the applicable scope of work to be performed by such consultant. All work performed
hereunder by any consultant and any resulting costs must be paid by AGENCY as a part of the costs for the Project.
5. During the installation of the Crossing Signal Equipment and the new crossing surface, RAILROAD will
send AGENCY progressive invoices detailing the costs of the work performed by RAILROAD under this
Agreement. AGENCY must reimburse RAILROAD for completed force - account work within thirty (30) days of the
date of the invoice for such work. Upon completion of the Project, RAILROAD will send AGENCY a detailed
invoice of final costs, segregated as to labor and materials for each item in the recapitulation shown on Exhibit "C ".
Pursuant to this section, AGENCY must pay the final invoice within ninety (90) days of the date of the final invoice.
RAILROAD will assess a finance charge of .033% per day (12% per annum) on any unpaid sums or other charges
due under this Agreement which are past its credit terms. The finance charge continues to accrue daily until the date
2
•
payment is received by RAILROAD, not the date payment is made or the date postmarked on the payment. Finance
charges will be assessed on delinquent sums and other charges as of the end of the month and will be reduced by
amounts in dispute and any unposted payments received by the month's end. Finance charges will be noted on
invoices sent to AGENCY under this section.
6. The AGENCY must have advanced railroad crossing warning signs and standard pavement markings in
place at the crossing in accordance with the MUTCD prior to the acceptance of this Project by the AGENCY. The
AGENCY assumes full responsibility for the maintenance of advanced warning signs and pavement markings and
agrees to hold harmless and indemnify the RAILROAD for any claims, damages or losses, in whole or in part,
caused by or due to the AGENCY'S failure to maintain the advanced warning signs and markings or other
requirements of the MUTCD.
7. The AGENCY must give RAILROAD's Manager of Public Projects written notice to proceed with the
railroad portion of the work after receipt of necessary funds for the Project. BNSF will not begin the railroad work
(including, without limitation, procurement of supplies, equipment or materials) until written notice to proceed is
received from Agency.
8. The AGENCY agrees to provide, to the BNSF Manager of Evidence Preservation, such Project
documentation and records as are agreed to between the parties including: any Project applications; any letters of
approval and /or authorization forms (eg. PR -1240 or the equivalent); any and all payment Voucher forms requesting
FHWA reimbursement (eg. PR -20 or the equivalent) or any other such Project authorizations or funding records as
BNSF may request from time to time. Such records will be provided by the Agency to BNSF on a mutually
agreeable schedule or within two (2) months after such records are generated or received by the AGENCY. Section
130 Documentation shall be provided to BNSF if one of the following manners:
Manager Evidence Preservation
2600 Lou Menk Drive, AOB -3
Fort Worth, Texas 76131
Or Electronically to:
Manager Evidence Preservation
Section 130@bnsf.com
ARTICLE IV- JOINT OBLIGATIONS
In consideration of the mutual covenants of the parties contained herein and the premises, the parties
mutually agree as follows:
1. All cost records of the RAILROAD pertaining to the Project will be open to inspection and audit at any
reasonable time by representatives of the AGENCY (including the legislative auditor and fiscal analyst for the
AGENCY) and the Federal Highway Administration for a period of not less than three (3) years from the date of the
final RAILROAD invoice under this Agreement.
2. Upon completion of the installation of the Crossing Signal Equipment and the new crossing surface, the
RAILROAD, will, at its sole cost and expense, operate and maintain the Crossing Signal Equipment and the new
crossing surface in proper condition.
3. Notwithstanding the preceding provision, if any regulations, ordinances, acts, rules or other laws
subsequently passed or amended by the AGENCY or any other appropriate governmental or legislative authority
increase the AGENCY'S portion of maintenance costs under this Agreement, RAILROAD will receive the benefit
of any such regulations, ordinances, acts, rules or other laws and the AGENCY'S increased portion of maintenance
costs will be incorporated into and made a part of this Agreement.
3
4. If a railway or a highway improvement project necessitates rearrangement, relocation, or alteration of the
Crossing Signal Equipment or the new crossing surface installed hereunder, the costs for such rearrangement,
relocation or alteration will be the responsibility of the party requesting such changes.
5. If any of the Crossing Signal Equipment is partially or wholly destroyed, then such repair and /or
replacement costs must be distributed among the parties as follows:
a) In the event the RAILROAD's sole negligence destroys or damages the Crossing Signal
Equipment, RAILROAD must reimburse AGENCY for the costs to replace or repair such
Crossing Signal Equipment.
b) In the event the Crossing Signal Equipment is damaged or destroyed by any other cause,
AGENCY must, at its sole cost and expense, replace or repair such Crossing Signal
Equipment.
6. If the Crossing Signal Equipment installed hereunder cannot, through age, be maintained, or, by virtue of
its obsolescence, requires replacement, the cost of installation of new crossing signal equipment will be negotiated
by the parties hereto on the basis of the current Federal Aid Railroad Signal Program participation and applicable
AGENCY at the time of such replacement is warranted.
7. This Agreement will inure to the benefit of and be binding on the parties hereto, their successors, and
assigns.
8. in the event any paragraph contained in this Agreement or any item, part, or term within any particular
paragraph is determined by a court of competent jurisdiction to be invalid or unenforceable, the validity of the
remaining paragraphs or items will not be affected; and the rights and obligations of the parties will be construed
and enforced as if this Agreement did not contain that particular paragraph or item held to be invalid or
unenforceable.
9. This Agreement may be signed in counterparts, any one of which will be deemed to be an original. The
parties further agree that any facsimile copy of a party's signature is valid and binding to the same extent as an
original signature.
4
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and year first
above written.
BNSF RAILWAY COMPANY
By:
Printed Name: 4 J //eCL�
Title: Asst. N'esident Engineering Services
CITY OF YAKIMA
Printed Name: s'
Title: — �1� h(\)
CITY CONTRAC f NC 'a e
RESOLUTION NO:,
5
Exhibit "A"
The Burlington Northern & Santa Fe Railway Company
I.
TO ELLENSBURG TO PASCO
EASTWARD APPR.2443'
49 MPH yt 120' MIN. aw WESTWA49 MPHR. 2443'
F 50' MIN, -4 80' 50' MIN,
///
' 4 j
f ir../ .. - - /
/ /,'rid .. ,#
ass " 5
odes
104 / /.„
• Q GCP4000 r •
y f
' J I / vii'//,
INSTALL: CANTILEVERS, GATES & FLASHERS
CONTROL DEVICES: CONSTANT WARNING
/
BOLO - IN WASHINGTON AVE.
DOT • 099 169 8
- OUT
SALVAGE: NONE
INSTRUMENT HOUSE
• BELL BNSF RAILWAY CO.
Warning device placement: (LOCATION)YAKIMA,WA
.CI. METER Clearance to C.L. Track = Min. 12' (STREET)WASHINGTON AVE.
• CROSSING CONTROLL CONNECTIONS Edge of Road to C.L. Foundation: LS:0048
Min. 4'3" with curb. M,P, 87.68
Q BIDIRECTIONAL CROSSING CONTROL
Min. 8'3" without Curb.
C> UNIDIRECTIONAL CROSSING CONTROL Max. 12' DOT 099-169-8
House Clearance: 25' Min. to Near Rail DIVISION: NORTHWEST
SUBDI
30' Min. to Edge of Rood ISION:YAKIMA,WA
At COUPLER OR TERMINATION KANSA ALL LIGHTS TO BE LEO KANSAS CITY
NO SCALE
r GUARD RAIL DATE: 06/29/2009
l FILE: 0048087_68.dgn
DDF /DDF
0048087_68.dgn 6/29/2009 12:29:14 PM
Exhibit "B"
8' -1 1/2" ►- FIELD PANEL
-19 .- 9 1/2' -19 1/2" - 19 1/2" ∎- - 19 1/2"-o-- 1/2 "---
GAGE PANEL
1 I 8 "
1 � 2.3 `, FIELD PANEL
-..-----'.---;- ,
I I I 1 \ .:
11 1 L
10 1/2" O ,,,,<:>"
�� %'
13 1/2"
:ems - -1 -
T — — - - - -- - - - -- iT FRAME SPACERS O
1 1 I 13 1/4"
2' -5 1/2 t — — F — — — ' (t)- l
_ —_ 4' -21/2" \
LIFTING INSERT' I
TYPICAL 13 1/2"
I 10' -0" WOOD TIES ON 19 1/2" CENTERS
101/2" I 10 1/4"
-4- 221/2" ►I■ 4'- 41/2" IN- 22 1/2"- - NOTES:
8' -1 1/2" ► 1/4" RUBBER INTERFACE PAD TO BE PLACED BETWEEN PANEL
AND TIES FOR 141 LB. RAIL SECTION. PAD TO BE NAILED
TO TIES,
CROSSING TYPE - low
RAIL SIZE PANEL HEIGHT GAGE PANEL WEIGHT FIELD PANEL WEIGHT g nV COMMON STANDARDS I r i � I r I I
115 7 1/8" 2850 LBS. 1550 LBS. 9 "'''
133 -141 77/8" 3125 LBS. 1675 LBS. LAYOUT FOR CONCRETE
PANELS ON 10' -0" LONG
WOOD TIES (10W)
00 ITEM NUMBERS
FILE OWNER: UPRR DATE: APRIL 24, 2001
133 -141 LB. UPRR 133 -141 LB. BNSF 115 LB. UPRR 115 LB. BNSF
0 540 -1301 055590975 540 -0202 055590973 REV. NO.: 0 DWG NO: 200100
3" x 2 -1/2" SIDE (MIN) x 3/8"
1 1/8" MIN COVER TO 1/2" DIA. x 18" LONG DEFORMED
REBAR (1 3/8" NOM.) ASTM A36 STEEL ANGLE (TYP) 1 1/8" MIN COVER TO BAR ANCHORS (16 PCS) (SIDE FRAME)
5/8" DIA. x 24" LONG DEFORMED 1/2" DIA. x 2 1/2" LONG REBAR (1 3/8" NOM.)
BAR ANCHORS (16 PCS) (SIDE FRAME) HEADED ANCHOR STUD ' #5 REBAR 22" LONG (7 PCS)
(16 PCS TOTAL) h -10 WIRES (2 1/8 " MINI. SPACING) he- 1 5/8"
10 WIRES ON 5 " CENTERS (SISI DE E FRAMAME) )
NM -�� i1
1i�Li ■EN ■T� ..w∎i i r ` /!II yr 1I1 I
v v I�v w
#5 REBAR ' •II III
-- II II I I 46" LONG TOP (7 PCS)
42" LONG BTM (7 PCS) , #5 REBAR 20" LONG (7 PCS)
3 1/2" -► 8 WIRES ON 5" CENTERS -3 1/2"
-9 WIRES (2 1/8" MIN. SPACING)
10 WIRES
—1 3/8" MIN COVER TO 1/2" DIA. x 2 1/2" LONG
—1 3/8" MIN COVER TO
REBAR (2 1/4" NOM.) HEADED ANCHOR STUD
REBAR (2 1/4" NOM.) (16 PCS TOTAL) (SIDE FRAME)
CROSS SECTION - GAGE PANEL CROSS SECTION - FIELD PANEL
0 - rW�IEaa1�lY■■ - 0 MIDia ■M I�. j• - 5
11 1/4 hu 111/4 '
171/2 1 1 1 1 1 1 1 1 -171/2 NOTES:
o r i b 1 28 DAY CONCRETE COMPRESSIVE STRENGTH = 7000psi
27 �� Hill 27 1
' I 1 1 I 1 MIN. TRANSFER COMPRESSIVE STRENGTH = 4500psi
30 - - -- - - -- 30 PRESTRESSING WIRE SHALL BE 5.25mm DIA. COMFORMING WITH
36 1/4 36 1/4' f b 1 - - -- 1 ASTM A -881 "STEEL WIRE DEFORMED, STRESS RELIEVED OR LOW
i iq i i i la 1 RELAXATION FOR PRESTRESSED CONCRETE TIES" WITH A MINIMUM
-42 1/2 - - - - -- -42 1/2 BREAKING STRENGTH OF 8800 LBf.
48 3/4 48 3/4 WIRE SHALLED BE TENSIONED IN ACCORDANCE WITH PCI
MUM 55 — ± ± 1 1 I I 1 55 REQUIREMENTS TO 6960LBf PER WIRE.
I - - --
1 ' ' ' 61 1/4 + b 1 1 1 I 6 1 CROSSING TYPE - 10W
61 1/4 1-1
-67 1/2 1 • 67 1/2
Milin
70 3/4 � 70 3/4 1 e . No
1/2" �"(f1 UNION
� � DEFORMED BAR 1 1 1 tj 1 1 f 1 01 1 °
PACIFIC
COMMON STANDARDS I
V o
ANCHOR (4 PCS TOTAL) ) 80 - - - - - 1 - --- SO 4, 2,1 '' I I I
(END FRAME) 86 1/4 "kill . 92 2 86 1/4 ' hhIPh h I J 9 2l/2 1' � ° 1/ i rRESTRESSED CONCRETE
(971/2' 971/2' ` PANELS FOR 10' -0" LONG
3/8" DIA. x 4" LONG HEADED 1/2" DIA. x 12" LONG 3/8" DIA. x 4" LONG
ANCHOR STUD (4 PCS TOTAL) DEFORMED BAR ANCHOR HEADED ANCHOR
NJ (END FRAME) (12 PCS TOTAL) (END FRAME) STUD (8 PCS TOTAL) WOOD TIES (10W)
o (END FRAME) FILE OWNER: UPRR DATE: APRIL 24, 2001
o FIELD PANEL GAGE PANEL
S REV. NO.: 0 DWG NO: 200101
o 11 1/4 I 0 Y: . I_m1 E I _ s ° loII �I�I' ' �I�111�� - 5
1/2" DIA. x 12" LONG 11 1/4 •'IIIII,ii1 t IU•IIIIII■■I'
DEFORMED BAR ANCHOR II.IuI'I,II _ �,I—I I_III _
(4 PCS TOTAL) 17 1/2 17 1/2
(END FRAME) ' Gl 27 II iill� 27
FM. I J I ,1_1.1.1 _I I_I..
1/2" DIA. x 18" LONG DEFORMED 36 1/4 30 36 1/4 ,I �BAR ANCHORS (16 PCS) (SIDE FRAME) � O IMIMI —42 _ II O ® I, �
1 1/2" MIN. 1/2" DIA. x 2 -1/2" LONG I I �II I1I 42 1/2 , SI _ III - 42 1/2
COVER (16 PCS TOTAL) STUD 48 3/4 �lLiuiui ll� _ 48 3 /4 II II - 55
� II01I° —55
611/4 0 0 I,•
MIMENI�UI.�I 61 1/4 ' 'II�I I1I II1I �II� _ I —II ,I_ 111 _
1 L+ `v z M, I� �' INIU 67 1/2 70 3/4 • • 67 1 /2
Yi ' 70 3/a II «lll I o I I ■� • ���� -iIII LI - 80
A #5 REBAR 86 1/4 1�
I■ 1111 I1I'I 86 1/4 _ I—II 1 93" LONG TOP (4 PCS) IIBI�IIIIIII _ 1- 11 I 1 .III H I■I■III1• - 1/2
1 1/2 i
MIN. 93" LONG BTM (3 PCS) 4_I_I_P�lI_Po 92 1/2 �ID�� • I � VI I I 1
COVER 3/8" DIA. x 4" LONG 1�l�.Jliii —(97 1/2) lEi I I. - (97 1/2)
#5 REBAR 19" LONG BOTTOM (7 PCS) HEADED ANCHOR 1/2" DIA. x 12" LONG
#5 REBAR 22" LONG TOP (7 PCS) STUD (4 PCS TOTAL) DEFORMED BAR ANCHOR 3/8" DIA. x 4" LONG HEADED
(END FRAME) (12 PCS TOTAL) ANCHOR STUD (8 PCS TOTAL)
CROSS SECTION - FIELD PANEL FIELD PANEL (END FRAME) (END FRAME)
GAGE PANEL
NOTES:
CONCRETE COMPRESSIVE STRENGTH SHALL BE
AS FOLLOWS:
@ 28DAYS = 6000 psi MINIMUM
@ SHIPMENT = 4000 psi MINIMUM
#5 REBAR @ REMOVAL FROM FORMS = 2500 psi MINIMUM.
5/8" DIA. x 24" LONG 46" LONG TOP (7 PCS) #5 REBAR
1 1/2" MIN. DEFORMED BAR 42" LONG BTM (7 PCS) 93" LONG TOP (4 PCS) CROSSING TYPE - 10W
COVER ANCHORS (16 PCS) 93" LONG BTM (4 PCS)
(SIDE FRAME)
1 A,,- . UNION
r a ��∎ 1 1 1 17 ° COMMON STANDARDS 1'1
�.. art'
NISI" I • 1 1‘111.P.1111°- I l7 I 4..,I.,"
�MI� • 1�1 PRECAST CONCRETE
11 3"x2- 1 /2 "SIDE(MIN)
x 3/8" ASTM A36 PANELS FOR 10' -0" LONG
1/2" x LONG HEADED
WOOD TIES (10W)
1 1/2" MIN. ANCHOR STUD TOTAL) STUD (16 PCS TOTAL) STEEL ANGLE (TYP)
NO COVER (SIDE FRAME)
O
CROSS SECTION - GAGE PANEL FILE OWNER: UPRR DATE: APRIL 24, 2001
NO REV. NO.: 0 DWG NO: 200102
O •
O)
MATERIAL SPECIFICATIONS: TOLERANCES:
1) STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36 1) OUT OF SQUARE 3/16" (MEASURED ALONG THE DIAGONAL) N
SPECIFICATIONS. WELDING TO BE PER AWS CODE.
2) ALL EXPOSED STEEL TO RECEIVE ONE COAT PRIMER. 2) LENGTH, WIDTH, AND THICKNESS: +/_1/8"
3 END ANGLES FOR GAGE PANEL SHOULD HAVE 3" GAP 3) THE BOTTOM SURFACE, WHICH WILL BE IN CONTACT WITH
MINIMUM TO IMPROVE SHUNT RESISTANCE. REINFORCING THE TIES, SHALL NOT UNDULATE IN ANY DIRECTION MORE
THAN 3/32 ". SEE SPECIAL TESTING NOTE 3 BELOW.
MATERIAL AND CLADDING TO BE CONSTRUCTED TO MEET
SHUNTING REQUIREMENT. A NON- CONDUCTIVE SPACER TO 4) REINFORCEMENT PLACEMENT SHALL BE +/ -3/4" HORIZONTAL,
BE ATTACHED TO GAGE FRAME. +/ -1/8" VERTICAL.
4) CLADDING ON ENDS OF PANELS SHOULD EXTEND BEYOND FINISH:
CONCRETE 1/8" ( +1/8 ", -0') TO IMPROVE MATCH WITH ) ALL RECESSES AND MINOR CONCRETE SPACES ARE TO BE
ADJACENT PANELS. 1 FILLED AND FINISHED TO THE PANEL DIMENTIONS USING
5) REINFORCING STEEL SHALL CONFORM TO CURRENT ASTM THE PROPER BONDING AGENT AND REPAIR MATERIAL
A615 SPECIFICATION, GRADE 60. IF ANY WELDING OF SURFACE OF THE REPAIRED AREA IS TO MATCH THE
REINFORCEMENT STEEL IS REQUIRED, MATERIAL SHALL COLOR AND TEXTURE OF THE SURROUNDING AREAS.
CONFORM TO ASTM A706 SPECIFICATION, GRADE 60. 2) THE DRIVING SURFACE IS TO HAVE A LIGHT BROOM
6) CONCRETE MATERIAL MIXING, PLACING AND CURING TO FINISH OR AS APPROVED BY RAILROADS. THE ADDITION
BE IN ACCORDANCE WITH PCI "MANUAL FOR QUALITY OF WATER TO THE CONCRETE SURFACE FINISH DURING
CONTROL: PRECAST AND PRESTRESSED CONCRETE." CASTING IS NOT PERMITTED.
MANUAL 115, EDITION 4. CEMENT SHALL HAVE NO MORE
THAN 0.6% TOTAL ALKALI CONTENT. MAXIMUM SPECIAL TESTING:
WATER/CEMENT RATIO =0.44
(BY WEIGHT). AIR ENTRAINMENT =6 % +/- 1% IN PLASTIC 1) TWICE ANNUALY, VENDORS SHALL SUBMIT (VIA AN
CONCRETE. SLUMP 3" MAXIMUM. INDEPENDENT TESTING LABORATORY TO THE RAILROADS)
THE FOLLOWING TEST ON THE APPROVED MIXED DESIGN
7) COPIES OF THE CONCRETE DESIGN MIX TO BE SUBMITTED *ASTM C666 FREEZE/THAW
TO RAILROADS FOR APPROVAL PRIOR TO THE START OF *ASTM C227 MORTAR BAR METHOD
THE CASTING OPERATION. *ASTM C1260 AT TOTAL ALKALI BURDEN = 0.06%
8) TOP SURFACE SHALL BE NON -CRACK DESIGN AND IS TO 2) GAGE PANELS SHALL BE DESIGNED WITH SHUNT
BE SEALED TO PREVENT ION MIGRATION DUE TO SALTING. RESISTANT FEATURES IN ORDER TO PROVIDE A MINIMUM
ELECTRICAL RESISTANCE IN ACCORDANCE WITH THE
9) CURING SHALL FOLLOW THE RECOMMENDATIONS AND STANDARD ELECTRICAL TEST (DWG 500930).
PROCEDURES OF PCI IN 4TH EDITION DIVISION 4.
3) A REPRESENTATIVE SAMPLE OF PANELS SHALL BE
10) 3/16" WEEP /INSPECTION HOLES SHALL BE PLACED EVERY CHECKED PERIODICALLY FOR BOTTOM FLATNESS BY USING
2 -FT. MIN. ALONG THE TOP OF THE STEEL FRAME ALONG A STRAIGHT EDGE CALIBRATED TO WITHIN +/- 1/32" AND
A LINE 3/4" FROM OUTSIDE EDGE. A TAPER GAGE AS FOLLOWS:
8 POSITIONS OF FLATBAR ( —) CHECK FLATNESS AT
11) FLANGEWAY FILLER TO BE PERMANENTLY PREATTACHED EACH POSITION USING TAPER GAGE.
AND HAVE THE FOLLOWING PROPERTIES:
2 "
*TENSILE STRENGTH (ASTM D412) 850PSI MIN. r — _ _ T — — —
T - l YP
r
*ULTIMATE ELONGATION (ASTM D412) 400% MIN. ▪ T
*TEAR STRENGTH (ASTM D624) AT 25 DEGREES CELSIUS,
150 -PLI MIN.
GENERAL:
* HARDNESS (ASTM D2240) 75 +/ -5% SHORE A. 1) THE MANUFACTURER SHALL BE ISO 9000 OR MR M -1003
*COMPRESSION SET (ASTM 395 METHOD B) 100 DEGREES CERTIFIED. ALL TESTING PERSONNEL SHALL BE A
CELSIUS FOR 70 HOURS 45% MAX.
MINIMUM OF ACI LEVEL I CERTIFIED.
*ACCELERATED AGING TEST (ASTM D573) 70 HOURS AT 2) THE FABRICATOR SHALL BE RESPONSIBLE FOR LOADING
100 DEGREES CELSIUS MUST NOT EXHIBIT A REDUCTION AND PROPERLY SECURING ALL PRECASTCONCRETE MEMBERS
F
IN PROPERTIES BY GREATER THAN 20 %. FOR SHIPMENT. FOR A
THE MANUFACTURER SHALL WRANTY * OZONE RESISTANCE TEST (ASTM D518) MUST HAVE NO 3) MINIMUM OF TEN YEARS AGA NST DEFECTS I MATERIALS
CRACKING AFTER EXPOSURE TO 50 -PPHM OZONE FOR 96 AND WORKMANSHIP.
HOURS AT 40 DEGREES CELSIUS.
*VOLUME RESISTIVITY = 1X10 (OHM -CM) OR GREATER 4) MAUNFACTURER TO PERMANENTLY MARK EACH PANEL WITH
(ASTM D257), BUT USING 18% NACLNVATER SOLUTION IN A CONCRETE IMPRINT FOR SIZE OF RAIL, WEIGHT OF
PLACE PANEL, MANUFACTURER'S I.D., MONTH/DAY/YEAR OF
LACE OF DISTILLED WATER FOR 168 HOURS AT 25
DEGREES CELSIUS AND TESTED AT 500 VDC. MANUFACTURE, AND CROSSING TYPE. END OF EACH
PANEL TO BE STENCILED PAINTED WITH SIZE OF RAIL,
* ELECTRICAL RESISTANCE: MINIMUM RESISTANCE 10 MEGA WEIGHT OF PANEL AND CROSSING TYPE.
OMS MEASURED AT 500 VDC.
* LOW TEMPERATURE BRITTLENESS (ASTM D2137) AT -40 ‘
DEGREES CELSIUS. ; % a
*A SAMPLE SECTION OF THE FLANGEWAY MATERIAL SHALL 5 COMMON STAND
BE PHYSICALLY TESTED BY APPLYING A LATERAL FORCE 4. „iI '
OF 10 LB /IN AT 50 DEGREES CELSIUS. THE MAXIMUM
LATERAL DISPLACEMENT OF THE TEST IS NOT TO EXCEED TEST
BE SUBMI TEDFORRAII ROADAPPROVAL. GENERAL SPECIFICATIONS FOR
*MANUFACTURER TO DESIGN THE PREATTACHED FLANGEWAY ROAD CROSSINGS WITH
FILLER TO ALLOW FOR REMOVAL OF PANELS FOR
MAINTENANCE WITHOUT DAMAGING THE FLANGEWAY FILLER CONCRETE PANELS
OR ANY OTHER COMPONENTS DESIGNED TO HOLD IT
TOGETHER..
FILE OWNER: UPRR IDATE: MARCH 21, 2003
...\200901r1.dgn 1/28/2005 1:00:06 PM REV. NO.: 1 I DWG NO:200901
0
rn
MATERIAL SPECIFICATIONS: TOLERANCES: 0
1) STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36 1) OUT OF SQUARE 3/16" (MEASURED ALONG THE DIAGONAL)
SPECIFICATIONS. WELDING TO BE PER AWS CODE.
2) ALL EXPOSED STEEL TO RECEIVE ONE COAT PRIMER. 2) LENGTH, WIDTH, AND THICKNESS: +/ -1/8"
3) END ANGLES FOR GAGE PANEL SHOULD HAVE 3" GAP 3) THE BOTTOM SURFACE, WHICH WILL BE IN CONTACT WITH
THE TIES, SHALL NOT UNDULATE IN ANY DIRECTION MORE
MINIMUM TO IMPROVE SHUNT RESISTANCE. REINFORCING THAN 3/32 ". SEE SPECIAL TESTING NOTE 3 BELOW.
MATERIAL AND CLADDING TO BE CONSTRUCTED TO MEET
SHUNTING REQUIREMENT. A NON- CONDUCTIVE SPACER TO 4) REINFORCEMENT PLACEMENT SHALL BE +/-3/4" HORIZONTAL,
BE ATTACHED TO GAGE FRAME. +/ -1/8" VERTICAL
4) CLADDING ON ENDS OF PANELS SHOULD EXTEND BEYOND FINISH:
CONCRETE (+1/8", -0") TO IMPROVE MATCH WITH ALL RECESSES AND MINOR CONCRETE SPALLS ARE TO BE
ADJACENT PANELS. FILLED AND FINISHED TO THE PANEL DIMENTIONS USING
5) REINFORCING STEEL SHALL CONFORM TO CURRENT ASTM THE PROPER BONDING AGENT AND REPAIR MATERIAL
A615 SPECIFICATION, GRADE 60. IF ANY WELDING OF SURFACE OF THE REPAIRED AREA IS TO MATCH THE
REINFORCEMENT STEEL IS REQUIRED, MATERIAL SHALL COLOR AND TEXTURE OF THE SURROUNDING AREAS.
CONFORM TO ASTM A706 SPECIFICATION, GRADE 60. 2) THE DRIVING SURFACE IS TO HAVE A LIGHT BROOM
6) CONCRETE MATERIAL MIXING, PLACING AND CURING TO FINISH OR AS APPROVED BY RAILROADS. THE ADDITION
BE IN ACCORDANCE WITH PCI "MANUAL FOR QUALITY OF WATER TO THE CONCRETE SURFACE FINISH DURING
CONTROL: PRECAST AND PRESTRESSED CONCRETE." CASTING IS NOT PERMITTED.
MANUAL 115, EDITION 4. CEMENT SHALL HAVE NO MORE
THAN 0.6% TOTAL ALKALI CONTENT. MAXIMUM SPECIAL TESTING:
WATER/CEMENT RATIO =0.44 TWICE CONCRETE. SLUMP MAX MUM % +/- 1% IN PLASTIC 1) INDEPENDENT TESTING LABORATORY TO THE RAILROADS)
THE FOLLOWING TEST ON THE APPROVED MIXED DESIGN
7) COPIES OF THE CONCRETE DESIGN MIX TO BE SUBMITTED *ASTM C666 FREEZE/THAW
TO RAILROADS FOR APPROVAL PRIOR TO THE START OF *ASTM C227 MORTAR BAR METHOD
THE CASTING OPERATION. *ASTM C1260 AT TOTAL ALKALI BURDEN = 0.06%
8) TOP SURFACE SHALL BE NON -CRACK DESIGN AND IS TO 2) GAGE PANELS SHALL BE DESIGNED WITH SHUNT
BE SEALED TO PREVENT ION MIGRATION DUE TO SALTING. RESISTANT FEATURES IN ORDER TO PROVIDE A MINIMUM
ELECTRICAL RESISTANCE IN ACCORDANCE WITH THE
9) CURING SHALL FOLLOW THE RECOMMENDATIONS AND STANDARD ELECTRICAL TEST (DWG 500930).
PROCEDURES OF PCI IN 4TH EDITION DIVISION 4.
3) A REPRESENTATIVE SAMPLE OF PANELS SHALL BE
10) 3/16" WEEP/INSPECTION HOLES SHALL BE PLACED EVERY CHECKED PERIODICALLY FOR BOTTOM FLATNESS BY USING
2 -FT. MIN. ALONG THE TOP OF THE STEEL FRAME ALONG A STRAIGHT EDGE CALIBRATED TO WITHIN +/ -1/32" AND
A LINE 3/4" FROM OUTSIDE EDGE. A TAPER GAGE AS FOLLOWS:
8 POSITIONS OF FLATBAR ( —) CHECK FLATNESS AT
11) FLANGEWAY FILLER TO BE PERMANENTLY PREATTACHED EACH POSITION USING TAPER GAGE.
AND HAVE THE FOLLOWING PROPERTIES:
2" TYP.
*TENSILE STRENGTH (ASTM D412) 850PSI MIN. - – –
*ULTIMATE ELONGATION (ASTM D412) 400% MIN.
*TEAR STRENGTH (ASTM D624) AT 25 DEGREES CELSIUS,
150 -PLI MIN.
GENERAL:
* HARDNESS (ASTM D2240) 75 +1-5% SHORE A. 1) THE MANUFACTURER SHALL BE ISO 9000 OR MR M -1003
*COMPRESSION SET (ASTM 395 METHOD B) 100 DEGREES CERTIFIED. ALL TESTING PERSONNEL SHALL BE A
CELSIUS FOR 70 HOURS 45% MAX. MINIMUM OF ACI LEVEL I CERTIFIED.
*ACCELERATED AGING TEST (ASTM D573) 70 HOURS AT 2) THE FABRICATOR SHALL BE RESPONSIBLE FOR LOADING
100 DEGREES CELSIUS MUST NOT EXHIBIT A REDUCTION AND PROPERLY SECURING ALL PRECASTCONCRETE MEMBERS
IN PROPERTIES BY GREATER THAN 20 %. FOR SHIPMENT.
* 3) THE MANUFACTURER SHALL WARRANTY PRODUCT FOR A
OZONE RESISTANCE TEST (ASTM D518) MUST HAVE NO
CRACKING AFTER EXPOSURE TO 50 -PPHM OZONE FOR 96 MINIMUM OF TEN YEARS AGAINST DEFECTS IN MATERIALS
HOURS AT 40 DEGREES CELSIUS. AND WORKMANSHIP.
*VOLUME RESISTIVITY = 1X10 (OHM -CM) OR GREATER 4 ) MAUNFACTURER TO PERMANENTLY MARK EACH PANEL WITH
(ASTM D257), BUT USING 18% NACLIWATER SOLUTION IN A CONCRETE IMPRINT FOR SIZE OF RAIL, WEIGHT OF
PLACE PANEL, MANUFACTURER'S I.D., MONTH/DAY/YEAR OF
LACE OF DISTILLED WATER FOR 168 HOURS AT 25
DEGREES CELSIUS AND TESTED AT 500 VDC. MANUFACTURE, AND CROSSING TYPE. END OF EACH
PANEL TO BE STENCILED PAINTED WITH SIZE OF RAIL,
* ELECTRICAL RESISTANCE: MINIMUM RESISTANCE 10 MEGA WEIGHT OF PANEL AND CROSSING TYPE.
OMS MEASURED AT 500 VDC.
*LOW TEMPERATURE BRITTLENESS (ASTM D2137) AT -40 �.
0.
DEGREES CELSIUS. UNION
CORMON STANDARDS F 1
S. Arta F• 'VII 11 FIC
I
*A SAMPLE SECTION OF THE FLANGEWAY MATERIAL SHALL o • � -
BE PHYSICALLY TESTED BY APPLYING A LATERAL FORCE k d '-
OF 10 LB /IN AT 50 DEGREES CELSIUS. THE MAXIMUM
LATERAL DISPLACEMENT OF THE TEST IS NOT TO EXCEED
1/4" (CROSSING
BMITTEDFORRAILROADAPPROVAL . SULTSMUST GENERAL SPECIFICATIONS FOR
*MANUFACTURER TO DESIGN THE PREATTACHED FLANGEWAY ROAD CROSSINGS WITH
FILLER TO ALLOW FOR REMOVAL OF PANELS FOR
MAINTENANCE WITHOUT DAMAGING THE FLANGEWAY FILLER CONCRETE PANELS
OR ANY OTHER COMPONENTS DESIGNED TO HOLD IT
TOGETHER..
FILE OWNER: UPRR IDATE: MARCH 21, 2003
REV. NO.: 1 I DWG NO:200901
... \road crossings\200901 r1.dgn 03/27/03 10:12:40 AM
Exhibit "C"
* * * ** MAINTAIN PROPRIETARY CONFIDENTIALITY * * * **
BNSF RAILWAY COMPANY
FHPM ESTIMATE FOR
WASHINGTON
LOCATION UNION GAP TO YAKIMA DETAILS OF ESTIMATE PLAN ITEM : PSI099169B1 VERSION : 1
PURPOSE, JUSTIFICATION AND DESCRIPTION
REVISED TO NEW PRICING LIST 09/04/03 (THERE WAS NO APPROVED MATERIAL LIST AT THIS TIME.)
INSTALL CONSTANT WARNING AND (2) CANTILEVERS WITH (2) STUB GATES AT WAHINGTON AVE IN YAKIMA, WA. L/S 0048, MP 87,68,
NORTHWEST DIV., YAKIMA VALLEY SUBDIV., DOTS 0991698.
MONTHLY POWER UTILTIY COST CENTER: 61504
THE MATERIAL LIST BELOW REFLECTS TYPICAL REPRESENTIVE PACKAGES USED FOR ESTIMATING PURPOSE ONLY.
THEY CAN BE EXPECTED TO CHANGE AFTER THE ENGINEERING PROCESS, DETAILED AND ACCURATE MATERIAL LISTS WILL BE
FURNISHED WHEN ENGINEERING IS COMPLETED.
CONTINUING CONTRACTS HAVE BEEN ESTABLISHED FOR PORTIONS OF SIGNAL WORK ON THE BNSF RAILROAD.
THIS ESTIMATE GOOD FOR 90 DAYS. THEREAFTER THE ESTIMATE IS SUBJECT TO CHANGE IN COST FOR MATERIAL, LABOR, AND
OVERHEADS.
* **** *** * * ** * ** * * * * * * * * * * ** ** ** SIGNAL WORK ONLY *** ** **** * *** *** * * ** * * * * * * * * * **
THE STATE OF WASHINGTON IS FUNDING THIS PROJECT 100 %.
MAINTAIN PROPRIETARY CONFIDENTIALITY
REVISED TO NEW PRICING LIST 09/04/03
DESCRIPTION QUANTITY U/M COST TOTAL S
**********
LABOR
ELECTRICAL LABOR F /POWER TRANS SYS 54.0 MH 1,360
SIGNAL FIELD LABOR - CAP 960.0 MH 25,018
SIGNAL SHOP LABOR - CAP 64.0 MH 1,684
PAYROLL ASSOCIATED COSTS 19,305
EQUIPMENT EXPENSES 8,698
DA LABOR OVERHEADS 30,025
INSURANCE EXPENSES 4,488
TOTAL LABOR COST 90,578 90,578
* * * * * * * * * * * **
MATERIAL
* ** * * * ** * * * **
BATTERY 1.0 EA N 5,089
BUNGALOW 6X6 1.0 EA N 8,612
BUNGALOW MATERIAL 1.0 LS N 4,574
CABLE 1.0 EA N 3,384
CANTILEVER COMPLETE 2.0 EA N 38,000
CHARGER 1.0 EA N 1,020
CONDUIT, PVC 4 ", SCH 80 140.0 FT N 546
CONSTANT WARNING 1.0 EA N 18,890
ELECTRICALMTRL 1,0 EA 1,500
FIELD MATERIAL 1.0 LS N 4,236
FOUNDATION 2.0 EA N 1,000
GATE KEEPER 2.0 EA N 3,722
GATE MECH 2.0 EA N 15,070
LAMP RESISTOR 1.0 EA N 792
LED LIGHT ADJUSTMENT 24.0 EA N 5,784
LED LIGHT GATE KIT 2.0 EA N 794
LIGHT OUT DETECTOR 1.0 EA N 891
RECORDER 1.0 EA N 4,396
SHUNT, NBS 2.0 EA N 1,762
TELLULAR MONITOR 1.0 EA N 2,500
MATERIAL HANDLING 75
USE TAX 10,286
OFFLINE TRANSPORTATION 1,215
TOTAL MATERIAL COST 134,138 134,138
OTHER
** ***** ***
AC SERVICE 1.0 EA N 5,000
CONCRETE /FOUNDATION CANT. 2.0 LS N 3,000
CONTRACT DIR BORE 1.0 EA N 10,000
CONTRACT ENGR. 1.0 EA N 6,000
FILL DIRT 10.0 CY N 250
SURFACE ROCK 10.0 CY N 250
TOTAL OTHER ITEMS COST 24,500 24,500
PROJECT SUBTOTAL 249,216
CONTINGENCIES 24,921
BILL PREPARATION FEE 2,742
GROSS PROJECT COST 276,879
LESS COST PAID BY BNSF 78,975
TOTAL BILLABLE COST 197,904
* * * ** MAINTAIN PROPRIETARY CONFIDENTIALITY * * * **
BNSF RAILWAY COMPANY
FHPM ESTIMATE FOR
YAKIMA
LOCATION UNION GAP DETAILS OF ESTIMATE PLAN ITEM : PTR099169B VERSION : 1
PURPOSE, JUSTIFICATION AND DESCRIPTION
LS 48 - MP 87.68 - MAIN TRACK
PIP - YAKIMA, WA - REHABILITATE WASHINGTON AVENUE
DESCRIPTION OF PROJECT AS PROVIDED BY PROJECT ENGINEER DTD
YAKIMA VALLEY SUBDIVISION
NORTHWEST NORTH DIVISION
RDM VULGAS
DE D. BEFORT
BILLING FOR THIS PROJECT SHOULD BE DIRECTED TO:
80% BILLABLE TO YAKIMA
MAINTAIN PROPRIETARY CONFIDENTIALITY
THE PHYSICAL LIMITS OF THIS PROJECT ARE DESCRIBED BY LINE SEGMENT, MILE POST RANGES, AND IN SOME CASES TRACK
NUMBER. THIS IS THE PRIMARY AREA FOR THE PROJECT. THERE WILL BE CASES WHERE WORK MAY OCCUR BEYOND THE DEFINED
LIMITS.
PROJECTS THAT INCLUDE SIGNAL, ELECTRICAL, OR TELECOMMUNICATION EQUIPMENT MAY REQUIRE ACTIVITY BEYOND THESE
DEFINED TRACK LIMITS. ALL OR PORTIONS OF SOME PROJECTS MAY OCCUR IN AREAS WHERE NO MILEPOST SIGNS EXIST SUCH AS
YARDS.
THIS ESTIMATE IS GOOD FOR 90 DAYS. THEREAFTER THE ESTIMATE IS SUBJECT TO CHANGE IN COST FOR LABOR, MATERIAL, AND
OVERHEAD.
DESCRIPTION QUANTITY U/M COST TOTAL $
* * * * * * * * **
LABOR
* * * * * * * * **
PLACE FIELD WELDS - CAP 96.0 MH 2,186
REPLACE PUBLIC CROSSING - TOTAL REHAB 144,0 MH 3,127
SIGNAL FIELD LABOR - CAP 24.0 MH 632
SURFACE TRACK - REPLACEMENT - CAP 24.0 MH 565
UNLOAD BALLAST - REPLACEMENT - CAP 12.0 MH 261
UNLOAD CROSSING MATERIAL - PUBLIC - CAP 36.0 MH 782
PAYROLL ASSOCIATED COSTS 5,193
EQUIPMENT EXPENSES 4,377
DA LABOR OVERHEADS 8,079
INSURANCE EXPENSES 1,206
TOTAL LABOR COST 26,408 26,408
* * * * * * * * * * * **
MATERIAL
* * * * * * * * * * * **
BALLAST, ROCKY POINT (REPL DELTA) (HIPOL AND 200.0 NT ** 2,076
JOINT, COMPROMISE, 115 LB/I12 LB, LH, 3L & 4L 1.0 PR ** 189
JOINT, COMPROMISE, 1 1 5 LB/I12 LB, RH, I R & 2R 1.0 PR ** 188
TRACK PANEL, 136 LB 40 FT- 10 FT TIES - PANDROL 3.0 EA ** 14,619
RAIL, TRANSN,LH,25 FT, 136 -1/4 WORN 115 2.0 EA 2,817
RAIL, TRANSN,RH,25 FT, 136 -1/4 WORN 115 2.0 EA 2,817
WELDKIT, GENERIC FOR ALL RAIL WEIGHTS 12.0 KT 852
CONC 136 08 -SEC WITH FILLER FOR 10' WOOD TIES 72.0 FT 14,919
CONCRETE XING RAMP AND PANEL RESTRAINT, 1.0 ST 257
SIGNAL MATERIAL 3.0 DAY 450
MATERIAL HANDLING 1,952
ONLINE TRANSPORTATION 2,000
USE TAX 3,285
OFFLINE TRANSPORTATION 365
TOTAL MATERIAL COST 46,786 46,786
OTHER
* * * * * * * * **
LEASED EQUIPMENT WITH OPERATOR 3.0 DAY 4,500
TOTAL OTHER ITEMS COST 4,500 4,500
PROJECT SUBTOTAL 77,694
CONTINGENCIES 7,605
BILL PREPARATION FEE 853
GROSS PROJECT COST 86,152
LESS COST PAID BY BNSF 17,233
TOTAL BILLABLE COST 68,919