HomeMy WebLinkAbout20202667.tiffRESOLUTION
RE: APPROVE RAILROAD HIGHWAY GRADE CROSSING CLOSURE AND
MAINTENANCE AGREEMENT FOR COUNTY ROAD 78 AND AUTHORIZE CHAIR TO
SIGN - UNION PACIFIC RAILROAD (UPRR) COMPANY
WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to
Colorado statute and the Weld County Home Rule Charter, is vested with the authority of
administering the affairs of Weld County, Colorado, and
WHEREAS, the Board has been presented with a Railroad Highway Grade Crossing
Closure and Maintenance Agreement for County Road 78 among the County of Weld, State of
Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the
Department of Public Works, the Union Pacific Railroad (UPRR) Company, and the Colorado
Department of Transportation (CDOT), commencing upon full execution of signatures, with further
terms and conditions being as stated in said agreement, and
WHEREAS, after review, the Board deems it advisable to approve said agreement, a copy
of which is attached hereto and incorporated herein by reference.
NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld
County, Colorado, that the Railroad Highway Grade Crossing Closure and Maintenance
Agreement for County Road 78 among the County of Weld, State of Colorado, by and through
the Board of County Commissioners of Weld County, on behalf of the Department of Public
Works, the Union Pacific Railroad (UPRR) Company, and the Colorado Department of
Transportation (CDOT), be, and hereby is, approved.
BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized
to sign said agreement.
Cc:pLJ(s5/ER/c-)
°9/202a
2020-2667
EG0078
RAILROAD HIGHWAY GRADE CROSSING CLOSURE AND MAINTENANCE AGREEMENT
FOR COUNTY ROAD 78 — UNION PACIFIC RAILROAD (UPRR) COMPANY
PAGE 2
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 31st day of August, A.D., 2020.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: dith,$) aC ►•ti
Weld County Clerk to the Board
BY:
Deputy Cler
Mike Freeman, Chair
APP • : D A 'p' .���,'. �r r /`I���.���2/z_,
unty Attorney
Kevin D. Ross
Date of signature: oR/03/
2020-2667
EG0078
BOARD OF COUNTY COMMISSIONERS
PASS -AROUND REVIEW
PASS -AROUND TITLE: WCR 37/78 Crossing Closure & Maintenance Agreement — UPRR & CDOT
DEPARTMENT: Public Works DATE: August 25, 2020
PERSON REQUESTING: Elizabeth Relford
Brief description of the problem/issue:
On April 8, 2020, the Board approved CDOT filing jointly on your behalf along with Union Pacific Railroad
(UPRR) a Public Utilities Commission (PUC) application for the railroad crossing closures of Weld County
Roads (WCR) 37 and 78. The PUC recently approved closure of the public rail crossing.
WCR 37 & 78 were not part of the Group 1 closures identified on the Board's Resolution from September 17,
2018. Therefore, the vacation will be placed on the BOCC's September agenda. However, now that the PUC
application has been approved for closure, the Board needs to take action on the three-way closure and
maintenance agreement with CDOT and Union Pacific Railroad. This is similar to the process we have been
following of late. The attached closure and maintenance agreement is the same as the ones the Board approved
for the other closures and has been reviewed and approved by the County Attorney's office.
What options exist for the Board? (include consequences, impacts, costs, etc. of options):
• Allow the attached agreement to be placed on the next available BOCC agenda for signature.
• Request a work session to discuss.
Recommendation:
This closure and maintenance agreement is the same as previous ones approved by the BOCC, therefore, staff
recommends approval of this agreement.
Mike Freeman, Chair
Scott K. James
Barbara Kirkmeyer
Steve Moreno, Pro Tern
Kevin D. Ross
Approve
Recommendation Work Session
Schedule
Other/Comments:
;7
g Ot571
UPRR Folder 3082-93
CROSSING CLOSURE AND MAINTENANCE
AGREEMENT
RAILROAD HIGHWAY GRADE CROSSING CLOSURE
PUBLIC GRADE CROSSING USDOT NO. 804859Y
COUNTY ROAD 78
RAILROAD MILEPOST 60.94,
GREELEY SUBDIVISION,
WELD COUNTY, STATE OF COLORADO
THIS CROSSING C Ol.VRE ANDeMAINTENtINCE AGREEMENT ("Agreement") is
made and entered into this of day of , 2020 ("Effective Date") by and
among UNION PACIFIC RAILROAD CANY, a Delaware corporation ("Railroad"),
WELD COUNTY, a political subdivision of the State of Colorado ("Public Authority"), and
THE COLORADO DEPARTMENT OF TRANSPORTATION ("CDOT").
RECITALS
In coordination with CDOT, the Public Authority desires to permanently close the at -
grade public road crossing for County Road 78 at Railroad Milepost 60.94, DOT No. 804859Y
in Weld County, State of Colorado on Railroad's Greeley Subdivision (the "Roadway").
AGREEMENT
NOW THEREFORE, It is mutually agreed by and among the Railroad, CDOT, and the
Public Authority as follows:
SECTION 1. The Public Authority shall take all actions necessary to permanently close
and vacate the Roadway, easement and/or any other rights across the Railroad's property,
including without limitation all filings and approvals required by the Colorado Public Utilities
Commission.
SECTION 2. Prior to the Railroad performing any work described herein, Public
Authority shall provide to Railroad a copy of the Ordinance or Resolution duly passed and
adopted by the Public Authority that authorizes and directs the permanent closure of the
Roadway.
SECTION 3. Without limiting CDOT's and Public Authority's obligations described in
this Agreement, it is anticipated that CDOT and Public Authority will enter into an
oZoo2v
intergovernmental agreement that, in part, sets forth CDOT's and Public Authority's
responsibilities to each other hereunder.
SECTION 4. The Railroad, at CDOT's expense, agrees to remove the railroad crossing
surface and warning devices (crossbuck signs, etc.) that currently exist on the Railroad's right-of-
way, together with any other work designated to be performed by Railroad on the plans marked
Exhibit A, attached hereto and hereby made a part hereof (the "Plans"), upon the receipt of the
above mentioned statement and copy of the Ordinance or Resolution and subject to the
completion of the activities of the Public Authority and CDOT described in Section 5, below.
SECTION 5.
A. Prior to the Railroad's performance of work described herein, CDOT, at its
expense, shall (i) remove all Roadway approach surfaces up to the track tie ends, and (ii) install,
maintain, repair and renew permanent barricades on both sides of the Roadway at the locations
shown on the Plans, and (iii) perform all other work designated to be performed by CDOT on the
Plans, in each case in compliance with the Plans and all applicable standards and guidelines
contained in the current Manual on Uniform Traffic Control Devices ("MUTCD").
B. Public Authority and CDOT, at CDOT's expense, shall also remove
existing street signs and provide new advance street signs and pavement markings to indicate
that the Roadway is closed, as designated to be performed by CDOT and Public Authority, as
applicable, all in compliance with the Plans and applicable current MUTCD standards and
guidelines.
SECTION 6. Following installation of the improvements contemplated by the Plans:
A. CDOT shall maintain all advance street signs and pavement markings
installed by CDOT, and all permanent barricades that are installed on County Road 78 between
the Railroad right-of-way and U.S. Highway 85, including those on the Railroad's right-of-way;
and
B. Public Authority shall maintain all advance street signs and pavement
markings installed by Public Authority, and all permanent barricades that are installed on County
Road 78 on the side of the Railroad opposite from U.S. Highway 85, including those on the
Railroad's right-of-way.
Neither CDOT nor Public Authority shall enter Railroad's property to perform the maintenance
work described herein unless such party enters into a Railroad -approved form of Contractor's
Right of Entry, maintenance consent letter, or other written authorization by Railroad permitting
such party to enter the property to perform such work.
SECTION 7. It is expressly understood and agreed that the enforcement of the terms
and conditions of this Agreement, and all rights of action relating to such enforcement, shall be
strictly reserved to the undersigned parties (and each party's permitted successors and assigns),
and nothing in this Agreement shall give or allow any claim or right of action whatsoever by any
2
other person not included in this Agreement. It is the express intention of the undersigned
parties that, with the exception of the undersigned parties (and each party's permitted successors
and assigns), any entity receiving services or benefits under this Agreement shall be an incidental
beneficiary only.
[REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
3
IN WITNESS WHEREOF, the parties hereto have duly executed this Agreement as of
the Effective Date first herein written.
UNION PACIFIC RAILROAD COMPANY
By:
Printed Name:
Title: GENERAL DIRECTOR REAL ESTATE
�rEL A. LEIS
WELD COUNTY
By:
Printed Name: Mike Freeman
Title: BOCC Chair
AUG 3 12020
COLORADO DEPARTMENT OF
TRANSPORTATION
Printed Name: Stephen Harelson
Title: Chief Engineer
Signature Page to Crossing Closure and Maintenance Agreement (County Road 78)
,p2002.0 —02.610 %
EXHIBIT A
(ATTACHED HERETO)
Exhibit A to Crossing Closure and Maintenance Agreement (County Road 78)
PoDI / NHS
FHWA PROJECT OF
DIVISION INTEREST (Pool)?
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NATIONAL HIGHWAY SYSTEM? • NO O YES
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DEPARTMENT OF TRANSPORTATION
STATE OF COLORADO
HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED
US 85 CLOSURES
US HIGHWAY NO. 85
WELD COUNTY
CONSTRUCTION PROJECT CODE NO. 22370
WCR 37
PROJECT LOCATION MAP
0'
500' 1000'
2000'
Related Projects:
P. E. UNDER PROJECT:
Project Number
Project Code:
xxxxxxxxx
xxxxx
R.O.W. Projects:
R.O.W. Project Description
XXXXXXx-xxxx XXX
SHEET NO. INDEX OF SHEETS
1 TITLE SHEET
2 GENERAL NOTES
3 TABULATION OF QUANTITIES
4 CLOSURE PLAN - CDOT
5 CROSSING DETAIL
6 BARRICADE/BARRIER DETAIL
SEE WCR 78 PLANS FOR CLOSURE PLAN -WELD
Print Dote: 7/22/2019
File Nome: 2237OOES_WCR 37TitleSht.dgn
Horiz. Scale: 1:1000 Vert. Scale:
FELSBURG
ill HOLT &
ULLEVIG
6300 South Syracuse Way. Suite 600
Centennwl, CO 80111
Phone 303.721-1440
www FHUENG.com
Sheet Revisions
Date:
Comments
Colorado Deportment of Transportation
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
Region 4 LK
As Constructed
Contract Information
No Revisions:
Contractor:
Project No./Code
Resident Engineer:
NHPP 0853-108
Revised:
Project Engineer:
Void:
PROJECT STARTED: / / ACCEPTED: / /
22370
Comments:
Sheet Number
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Call before you dig.
STORMWATER MANAGEMENT PLAN
MATERIALS HANDLING AND SPILL PREVENTION:
GENERAL NOTES
THE CONTRACTOR SHALL CLEARLY DESCRIBE AND RECORD ON THE SWMP, ALL PRACTICES IMPLEMENTED AT THE SITE
TO MINIMIZE IMPACTS FROM PROCEDURES OR SIGNIFICANT MATERIAL THAT COULD CONTRIBUTE POLLUTANTS TO RUNOFF.
MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH SUBSECTION 208.06.
(A) BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY
CONTAINMENT OR EQUIVALENT ADEQUATE PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED
MATERIAL FROM ENTERING STATE WATERS. IF SECONDARY CONTAINMENT IS USED AND RESULTS IN ACCUMULATION OF
STORMWATER WITHIN THE CONTAINMENT, A PLAN SHALL BE IMPLEMENTED TO PROPERLY MANAGE AND DISPOSE OF
ACCUMULATED STORMWATER.
(B) THE CONTRACTOR SHALL INSPECT EQUIPMENT, VEHICLES, AND REPAIR AREAS TO ENSURE PETROLEUM, OILS, AND
LUBRICANTS (POL) ARE NOT LEAKING ONTO THE SOIL OR PAVEMENT. ABSORBENT MATERIAL OR CONTAINERS
APPROVED BY THE ENGINEER SHALL BE USED TO PREVENT LEAKING POL FROM REACHING THE SOIL OR PAVEMENT.
THE CONTRACTOR SHALL HAVE ONSITE APPROVED ABSORBENT MATERIAL OR CONTAINERS OF SUFFICIENT CAPACITY
TO CONTAIN ANY POL LEAK THAT CAN REASONABLY BE FORESEEN. ALL MATERIALS RESULTING FROM POL LEAKAGE
CONTROL AND CLEANUP SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE
SITE. THE COST FOR CONTROL, CLEANUP AND REMOVAL OF BY-PRODUCTS RESULTING FROM POL LEAKS WILL NOT BE
PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
(C) SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN SHALL BE DEVELOPED AND IMPLEMENTED TO ESTABLISH
OPERATING PROCEDURES AND THE NECESSARY EMPLOYEE TRAINING TO MINIMIZE THE ACCIDENTAL RELEASES OF
POLLUTANTS THAT CAN CONTAMINATE STORMWATER RUNOFF. SEE SUBSECTION 208.06. WORK SHALL NOT BE STARTED
UNTIL THE PLAN HAS BEEN SUBMITTED TO AND APPROVED BY THE ENGINEER.
THE SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN SHALL CONTAIN THE FOLLOWING INFORMATION:
(1) IDENTIFICATION OF THE SPILL CLEANUP COORDINATORS
(2) LOCATION OF CLEANUP KITS
(3) QUANTITIES OF CHEMICALS AND LOCATIONS STORED ON SITE
(4) LABEL SYSTEM FOR CHEMICALS AND MATERIALS SAFETY DATA SHEETS (MSDS) FOR PRODUCTS
(5) NOTIFICATION AND CLEAN UP PROCEDURES TO BE IMPLEMENTED IN THE EVENT OF A SPILL FOR SPILLS WHICH DO
NOT ENTER STATE WATERS OR ARE UNDER REPORTING LIMITS OF THE CHEMICAL OF CONCERN (DIESEL FUEL,
HYDRAULIC FLUID, MOTOR OIL, USED HYDRAULIC FLUID AND MOTOR OIL, TACK OIL)
(6) SIGNIFICANT SPILL PROCEDURES FOR SPILLS OF ANY SIZE THAT ENTER STATE WATERS OR HAVE THE POTENTIAL
TO DO SO. COOT'S EROSION CONTROL AND STORMWATER DUALITY GUIDE (CURRENT EDITION) CONTAINS SPILL
NOTIFICATION CONTACTS AND PHONE NUMBERS REQUIRED IN THE SPCC
(D) CONCRETE WORK: CONCRETE WASH OUT WATER OR WASTE FROM FIELD LABORATORIES AND PAVING
EQUIPMENT SHALL BE CONTAINED IN ACCORDANCE WITH SUBSECTION 208.05. SAW CUTTING SHALL BE DONE
IN ACCORDANCE WITH SUBSECTION 107.25, 208.04, 208.05
STOCKPILE MANAGEMENT:
MATERIAL STOCKPILES SHALL BE LOCATED AWAY FROM SENSITIVE AREAS AND SHALL BE
CONFINED SO THAT NO POTENTIAL POLLUTANTS WILL ENTER STATE WATERS OR CONVEYANCES TO STATE WATERS
(E.G., DITCHES). LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SEE SUBSECTION 107.25 AND 208.07.
ERODIBLE STOCKPILES SHALL BE CONTAINED WITH ACCEPTABLE BMPS AT THE TOE (OR JUST BEYOND TOE)
THROUGHOUT CONSTRUCTION. BMPS SHALL BE APPROVED BY THE ENGINEER.
THERE SHALL BE NO STOCKPILING OR SIDE CASTING OF WASTE MATERIALS INCLUDING BUT NOT LIMITED TO PAINT
CHIPS, ASPHALT, AND CONCRETE THAT RESULT FROM PROJECT ACTIVITIES WITHIN 50 HORIZONTAL FEET OF THE
ORDINARY HIGH WATER LINE DF ANY STATE WATERS.
GENERAL HOUSE KEEPING:
AT THE END OF EACH DAY THE CONTRACTOR SHALL COLLECT ALL TRASH AND DISPOSE OF IT IN APPROPRIATE
CONTAINERS. CONTAINERS SHALL BE EMPTIED AS NEEDED.
STREET CLEANING:
WHENEVER SEDIMENT IS TRANSPORTED ONTO THE HIGHWAY, THE ROAD SHALL BE CLEANED. STORM
DRAIN INLET PROTECTION SHALL BE IN PLACE PRIOR TO SHOVELING, SWEEPING, OR VACUUMING. SWEEPING SHALL BE
COMPLETED WITH A PICKUP BROOM OR EQUIPMENT CAPABLE OF COLLECTING SEDIMENT. KICK BROOMS SHALL NOT BE
USED. STREET CLEANING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
REVEGETATION:
AREAS OF SOIL DISTURBANCE SHALL BE SEEDED AND FINAL STABILIZED AT THE DIRECTION OF THE
ENGINEER AND R4 ENVIRONMENTAL. SEE SECTION 212 AND SECTION 213. WELD COUNTY AREAS SHALL BE SEEDED PER
THE FOLLOWING:
Snl1THFRN RnADS MIX (SMITH nF HWY 14)
WESTERN WHEATGRASS (ARRIBA, BARTON, ROSANA)
BLUE GRAMA (HACHITAL, LOVINGTON)
SIDEOATS GRAMA (VAUGHN, BUTTE, NINER, EL RENO, HASKELL)
SMOOTH BROME (LINCOLN, MANCHAR)
SAND DROPSEED
PERENNIAL RYEGRASS (CALIBRA OR GARIBALDI TETRAPLOID)
SLENDER WHEATGRASS (PRYOR, REVENUE OR SAN LUIS)
ALKALIGRASS (FULTS II, SALT ON SEA)
SWITCHCRASS (NEBRASKA 28, BLACKWELL)
ADDITIONAL NOTES:
2.50 LBS PLS/ACRE
1.50 LBS PLS/ACRE
2.25 LBS PLS/ACRE
2.00 LBS PLS/ACRE
0.25 LBS PLS/ACRE
0.75 LBS PLS/ACRE
2.50 LBS PLS/ACRE
1.25 LBS PLS/ACRE
1OO I PS P1 S/ACRF
TOTAL: 14.00 POUND
PLS/ACRE
1. BARRIER TO BE REMOVED BY COOT/WELD COUNTY ONCE PHASE 2 IMPROVEMENTS ARE CONSTRUCTED.
Print Dote: 3/20/2020
File Nome: 2237ODES_GenlNote37.dgn
Horiz. Scale: 1:60 Vert. Scale: As Noted
ppird FELSBURG
LqHoLT &
ULLEVIG
6300 South Syracuse Way, Suite 600
Centennial, CO 80111
Phone: 303.721.1440
www.FHUENG.com
O
O
Sheet Revisions
Joie:
Comments
Colorado Department of Transportation
Region 4
10601 West 10th Street
Greeley, CO 8O634
Phone: 970-350-2228 FAX: 970-350-2181
LK
As Constructed
No Revisions:
WELD COUNTY ROAD CLOSURES
WCR 37 GENERAL NOTES
Project No./Code
NHPP 0853-108
Revised:
Designer:
MBM
Void:
Detoiler:
Sheet Subset:
MBM
GENERAL _
Structure
Numbers
22370
Subset Sheets: CN-01 of 01
Sheet Number
2
COOT TABULATION OF ROADWAY QUANTITIES
COOT TABULATION OF SEEDING
CDOT TABULATION OF STRIPING
Alp?
PLAN
REMOVAL OF
ASPHALT MAT
CONCRETE
BARRIER
(TEMPORARY)
BARRICADE
(TYPE 3 F -B)
PLAN
SHEET
SEEDING (NATIVE)
(ACRE)
NT TYPE
PAVEMENT MARKING PAINT (HIGH BUILD)
LINEAR FEET 627-00013
SHEET
(SY)
(LF)
(EA)
212-00006
REMOVAL OF
below.
PAVEMENT
Kllowt�Yft2t's
202-00220
630-80370
614-80312
PL Ol
0.1
PAVEMENT MARKING
EDGE/LANE
CENTERLINE (MEDIAN)
CHANNEL
MARKINGS
laude �.
LOCATION
DESCRIPTION
PL -01
105
20
1
w
WHITE
YELLOW
YELLOW
YELLOW
DOUBLE
202-00250
a
a
SOLID
SOLID
SOLID
BROKEN
YELLOW
SOLED
WHITE
SOLID
4 INCH
4 INCH
4 INCH
4 INCH
4 INCH
8 INCH
SF
US 85
EDGE LINES
HMA
1200
266.7
CHANNELIZING LINES
HMA
400
ONLY SYMBOL 1
HMA
22.5
LANE ARROW - RIGHT 2
HMA
31.0
TOTAL (LINEAR FEET)
1200
0
0
0
0
0
TOTAL (SQ. FT.)
400
0.0
0.0
0.0
0.0
0.0
720.2
TOTAL (GALS)
4.0
0.0
0.00
0.00
0.00
0.0
TABULATION OF SIGNS
COOT RESPONSIBILITY
W.C. RESPONSIBILITY
SIGN NO.
SIGN PANEL (SF)
202-00810
202-00821
614-00220
202-00810
614-00220
PLAN
SHEET
SIGN
LOCATION
RELATIVE
TO THE RR
TRACKS
SIGN CODE
SIGN PANEL
SIZE
REMARKS
CLASS I
614 -00011
CLASS II
614 -00012
CLASS III
614 -00013
REMOVAL OFREMOVAL
GROUND
SIGN
OFSteel
SIGN PANEL
Sign Post
(2.5 x 2.5
Inch Tubing)
REMOVAL OF
GROUND
SIGN
Steel Sign Post
(2.5 x 2.5
Inch Tubing)
W" x H"
EACH
EACH
LF
EACH
LF
IA
15
IC
PL -01
PL -01
PL -01
WEST
WEST
WEST
01-1C
RI -1
R6-3
"CR 37"
STOP SIGN ARRAY
1
2
PL -01
WEST
R3 -7R
1
3
PL -01
EAST
R11-2
48 X 30
MOUNTED ON PERM. BARRICADE
10.00
4A
48
PL -01
PL -01
WEST
WEST
R11-2
W1-7
48 X 30
48 X 24
MOUNTED ON PERM. BARRICADE
MOUNTED ON PERM. BARRICADE
10.00
8.00
5-7
PL -01
EAST
0M4-1
24 X 24
MOUNT BEHIND TEMP. BARRIER (QTY=3)
12.00
24.00
8-10
PL -01
_ WEST _
0M4 -1
_ 24 X 24
MOUNT BEHIND TEMP BARRIER (QTY -3)
12.00
24.00
TOTAL
24.0
28.0
0.0
2.0
0.0
48.0
0
0
' NOTES:
1
I 1. CDOT TO PROVIDE ALL SIGN PANELS.
4
WELD COUNTY TO CONTACT ROD DUDLEY
r AT (970)350-2163 TO COORDINATE PICK
UP AT REGION 4 MAINTENANCE BUILDING,
s
10601 W 10TH ST, GREELEY CO 80634
r
s
1 2. SEE GENERAL NOTES FOR ADDITIONAL
SEEDING INFORMAT ION.
4
Print Dote: 3/20/2020
O
0
O
O
Sheet Revisions
Colorado Department of Transportation
As Constructed
WELD COUNTY ROAD CLOSURES
WCR 37 TABULATION OF QUANTITIES
Project No./Code
' _
File Nome: 223700ESTob 37.dgn
Dote:
Comments
!nit
No Revisions:
NHPP 0853-108
3 Horiz. Scale: 1:60 Vert. Scale: As Noted
COOT
Jr 10601 West 10th Street
CO q Greeley, CO 80634
Phone:970-350-2228 FAX: 970-350-2181
4
pliinFELSBURG 6300 South Syracuse Way. Suite 600
Revised:
Designer: MOM
Structure
22370
' Ccnccnmal.CO 80111•
LI HO LT & phone 303 721.140
ULLEVIG wwwFHUENGcom
Detoiler: AHC
Numbers
Region 4 LK
Void:
Sheet Number 3
Sheet Subset: TRAFFIC
Subset Sheets: TAB-Olof 01
gn\Draw ngs\2233700ES_WCR 37-PLNO1 agn
Know wt,at"s below
Call before you dig.
NOTES:
1. CONCRETE BARRIERS SHALL BE OFFSET A MINIMUM OF 25 FEET FROM NEAREST RAIL.
2. FIXED BARRICADES SHALL BE OFFSET AN ADDITIONAL 5 FEET FROM THE CONCRETE
BARRIERS (AWAY FROM THE TRACKS).
3. WORK WITHIN RAILROAD RIGHT-OF-WAY REQUIRES RIGHT OF ENTRY FROM UPRR.
4. WORK WITHIN 25 FEET OF TRACK REQUIRES FLAGGER FROM UPRR OR APPROVED
CONTRACTOR.
5. AREAS WHERE APPROACH PAVEMENT/MATERIAL HAS BEEN REMOVED SHALL BE GRADED
AND FINALLY STABILIZED PER UPRR REQUIREMENTS.
6. CROSSING MATERIAL, CROSSBUCKS, RAILROAD GATES, AND SIGNAL BUNGALOWS, WHERE
PRESENT, SHALL BE REMOVED BY UPRR FORCES.
7. SEE WCR 78 PLANS FOR CLOSURE PLAN -WELD
REMOVE GROUND SIGN
DI
1 HIGHWAY
R6-3
J
UPRR
APPROX. UPRR ROW
_. LINE (TYP.)
. austikiV
U
»a-ainA Rit.-:C.>o ..:a:rage
cwtistn�_
Wegirtlinry
85
INSTALL 20 LF OF CONCRETE BARRIER
(TEMPORARY) AND OBJECT MARKERS
(OM4-1) (3 EA)
• r
`. i •
INSTALL PERMANENT a
BARRICADE (TYPE 3 F-8)
WITH R11-2
"ROAD CLOSED" SIGN 1
'(SEE BARRICADE DETAIL 2)►
REMOVAL OF CROSSING
GATE BY UPPR
REMOVE EXISTING CHANNELIZING LINE
WHITE, 8" WIDE (300 LF)
EXTEND EXISTING EDGE LINE
s p not -444" alist: WHITE, 4" WIDE (1200 LF)
wilt _ "-„"'siena
INSTALL 20 LF OF CONCRETE BARRIER
(TEMPORARY) AND OBJECT MARKERS
(0M4-1) (3 EA)
INSTALL PERMANENT BARRICADE (TYPE 3 F -B)
WITH R11-2 "ROAD CLOSED" AND WI -7 SIGNS
(SEE BARRICADE DETAIL 1)
REMOVAL OF
ASPHALT (945 SF)
'I
REMOVAL OF CROSSING
GATE BY UPPR
REMOVE EXISTING RIGHT TURN
ARROWS AND ONLY MARKING
REMOVE GROUND SIGN
REMOVE EXISTING CHANNELIZING LINE
WHITE, 8" WIDE (300 LF)
SEE CROSSING DETAIL
RICH! LANE
MUST
TURN RIGHT
R3 -7R
N
SECTION LINE Y
2
200
1
o.
40
Print Dote: 3/20/2020
File Nome: 22337ODES_WCR 37-PLNOI.dgn
Horiz. Scale: 1.200
Vert. Scale: As Noted
_I FELSBURG
d' HOLT &
ULLEVIG
6300 South Syracuse Way, Suite 600
Centennial CO 80111
Phone 303 721,1440
www.FHUENG.com
Sheet Revisions
Uate:
Comments
Init.
Colorado Department of Transportation
Region
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
LK
As Constructed
No Revisions:
Revised:
WELD COUNTY ROAD CLOSURES
WCR 37 CLOSURE PLAN - STAGE 1
WORK TO BE DONE BY CDOT
Designer:
Detoiler:
IN
MBM Structure I
N -IC umbers
Su
bset Subset: ROADWAY Sheets: PL-OI of 01
Project No./Code
NHPP 0853-108
22370
Sheet Number
4
Know what's below.
Call before you dig.
INSTALL PERMANENT BARRICADE
(TYPE 3 F -B) WITH R11-2
"ROAD CLOSED" SIGN
(SEE BARRICADE DETAIL 3)
D
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INSTALL 20 LF OF CONCRETE BARRIER
(TEMPORARY) AND OBJECT MARKERS
(0M4-1) (3 EA)
O
a-)
APPROX. UPRR ROW
7 -LINE (TYP.)
INSTALL 20 LF OF CONCRETE BARRIER
(TEMPORARY) AND OBJECT MARKERS
(0M4-1) (3 EA)
INSTALL PERMANENT BARRICADE
(TYPE 3 F -B) WITH R11-2
"ROAD CLOSED" AND W1-7 SIGNS
(SEE BARRICADE DETAIL l)
UPRR
Cr)
EDGE OF TRAVELED WAY
W
Z
0
-J
U
Z
O
US 85
C
a So 60' 120'
Print Dote: 3/20/2020
File Nome: 223700ES_Det37.dgn
Horiz. Scale: U60
Vert. Scale: As Noted
pion FELSBURG
el HOLT &
ULLEVIG
6300 South Syracuse Way. Suite 600
Centennial. CO 80111
Phone 303 721.1440
www FHUENG.com
C)
O
O
Sheet Revisions
Dote:
Comments Init
Colorado Department of Transportation
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
Region 4 LK
As Constructed
No Revisions:
WELD COUNTY ROAD CLOSURES
WCR 37 CROSSING DETAIL
Project No./Code
NHPP 0853-108
Revised:
Void:
Designer:
Detoiler:
MBM Structure _
N C Numbers
22370
Sheet Subset: DETAILS Subset Sheets: 01 of 02
Sheet Number 5
Know what's below.
Call before you dig.
FIXED TYPE 3 BARRICADE (RED)
LOCATION
OTY
LENGTH
SEE DETAIL
WCR 30 (WEST)
1
24'
3
WCR 30 (EAST)
1
24'
2
0 ST. (WEST)
1
24'
3
0 ST. (EAST)
1
24'
3
WCR 37 (WEST)
1
24'
1
WCR 37 (EAST)
1
24'
2
WCR 78 (WEST)
1
24'
1
WCR 78 (EAST)
1
24'
2
WCR 100 (WEST)
1
24'
1
WCR 100 (EAST)
1
24'
1
NOTES:
1. SEE TABULATION OF SIGNS FOR INFORMATION
REGARDING OBJECT MARKERS (0M4-1)
2. SIGNS TO BE BUILT IN ACCORDANCE WITH THE MUTCD
AND STD. S-630-2
3. SEE S-630-2 FOR ADDITIONAL NOTES REGARDING FIXED
AND MOVABLE BARRICADES
CONCRETE BARRIER (TEMPORARY)
FIXED DETAIL
SEE S-630-2 FOR
MOVABLE SKIDS
24'
CONCRETE
BARRIER (TEMP.)
(SEE M -6O6-14)
ROAD
CLOSED
R11-2
//////%////SaSa.///%///////
' W%-6
,//////////sae r //////////I
////%/////J
I
DETAIL 3
LEFT TURN ONLY TYPE
n
X5'0" MIN
to
•
it
FIXED DETAIL
SEE S-630-2 FOR
MOVABLE SKIDS
FIXED DETAIL
SEE 5-630-2 FOR
MOVABLE SKIDS
24'
ROAD
CLOSED
R11-2
4, wl-7 'Nroonoto
'////// i ///I a► i a ♦\\\; \\\\\\,
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INTERSECTION TYPE
24'
6'6" MAX
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4
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ROAD
CLOSED
►\\\\\\; \\\\\ 1 ///// I ///// I
►\\\\\\\\\\\\Ir////////////m
R11-2
DETAIL 2
DEAD END TYPE
6'6" MAX
'0" MIN
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,
Print Date: 3/20/2020
File Nome: 2237ODES_Det2_Group 2.dgn
Horiz. Scale: 1:60
Vert. Scale: As Noted
pin FELSBURG
LI HOLT &
ULLEVIG
6300 South Syracuse Way, Suite 600
Centennial. CO 80111
Phone. 303 721.1440
www.FHUENG.com
Sheet Revisions
Dote:
Comments
init.
Colorado Deportment of Transportation
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
Region 4 LK
As Constructed
No Revisions:
WELD COUNTY ROAD CLOSURES
BARRICADE AND BARRIER DETAIL
Project No./Code
NHPP 0853-108
Revised:
Designer:
MBM
Void:
Detoiler:
MOM
Structure I _
Numbers
22370
Sheet Subset: DETAILS
Subset Sheets: 01-02 of 02
Sheet Number
7
Know whars below.
Call before you dig.
HO CC MS
lel Ira
N
10 US
5.25--'
*-6.5—X3.751-3-1— 10.25 S 6.5
30
3.750' Radius, 0.625' Border, 0.375' Indent, Buck on Yellow;
NO ACCESS' C; 'TO US -85" C;
Table of letter and object lefts.
Y
R
5.250
0
7.500
A
C
C
E
S
S
12.250
14.625
16.750
19.000
21.000
23.125
T
6.500
0
8.500
U
3
-
0
5
13.250
15.500
17.750
19.500
21.875
SPECIAL SIGN DETAILS
rURN
13 5 4 5 13
4.125 L 21.75 ' 4.125
30
3.750' Radius, 0.625' Bader, 0.375' Indent, Black on Yellow,
'NO' C; 'TURNAROUND' C;
Table of letter and object lefts.
•
r
R
13.000
0
15.250
T
4.125
U
6.125
R
8.375
N
10.625
A
12.750
R
15.250
0
17.375
U
19.750
N
22000
D
24.250
Print Dote: 3/20/2020
File Nome: 22370TRAF_Det37-78.dgn
Horiz. Scale: 1:60
Vert. Scale: As Noted
FELSBURG
LHOLT &
ULLEVIG
6300 South Syracuse Way, Suite 600
Centennial, CO 80111
Phone 303 721 1440
www.FHUENG.co
CD
O
Sheet Revisions
Date: ( Comments
kit
Colorado Deportment of Transportation
CDOT
co y
Region 4
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
LK
As Constructed
No Revisions:
WELD COUNTY ROAD CLOSURES
WCR 37-78 SPECIAL SIGN DETAILS
Project No./Code
NHPP 0853-108
Revised:
Designer:
ALS
Void:
De toiler:
LCL
Structure _
Numbers
22370
Sheet Subset:
TRAFFIC -
Subset Sheets: SD -01 of 01
Sheet Number
6
PoDI / NHS
FHWA PROJECT OF
DIVISION INTEREST (PoDI)?
• NO O ES
NATIONAL HIGHWAY SYSTEM? • NO O YES
P
v
CO
n
C
VI
O
0
n
N
N
C
C
O
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C
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0
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•
DEPARTMENT OF TRANSPORTATION
STATE OF COLORADO
HIGHWAY CONSTRUCTION BID PLANS OF PROPOSED
US 85 CLOSURES
US HIGHWAY NO. 85
WELD COUNTY
CONSTRUCTION PROJECT CODE NO. 22370
WCR 78 SHEET NO.
PROJECT LOCATION MAP
0'
500' 1000'
2000'
1
2
3
4
5
6
7
8
Related Projects:
P. E. UNDER PROJECT:
Project Number
Project Code:
XXXXXXXXX
XXXXX
R.O.W. Projects:
R.O.W. Project Description
XXXXXXXXXXXXXXX
INDEX OF SHEETS
TITLE SHEET
GENERAL NOTES
TABULATION OF QUANTITIES
CLOSURE PLAN - CDOT
CLOSURE PLAN - WELD COUNTY
CROSSING DETAIL
BARRICADE/BARRIER DETAIL
SPECIAL SIGN DETAILS
Print Dote: 7/22/2019
File Nome: 2237OOES_WCR 78 TitleSht.dgn
Horiz. Scale: 1:1000
Vert. Scale:
FELSBURG
0 HOLT &
ULLEVIG
6300 South Syracuse Way, Suitt 600
Centennial. CO 80111
Phone. 303.721.1440
www.FHUENG.com
C)
0
C
Sheet Revisions
Date:
Comments
Colorado Deportment of Transportation
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
Region 4 LK
As Constructed
Contract Information
No Revisions:
Contractor:
Project No./Code
Resident Engineer:
NHPP 0853-108
Revised:
Project Engineer:
Void:
PROJECT STARTED: / / ACCEPTED: / /
22370
Comments:
Sheet Number
1
P
D
co
u
0
z
C
u
u
0
0
0
N.
N
N
C
C
a
O
0
C
V
O
O
n
n
N
V .
0
o
113319-27
Know what's below.
Call before you dig.
STORMWATER MANAGEMENT PLAN
MATERIALS HANDLING AND SPILL PREVENTION:
GENERAL NOTES
THE CONTRACTOR SHALL CLEARLY DESCRIBE AND RECORD ON THE SWMP, ALL PRACTICES IMPLEMENTED AT THE SITE
TO MINIMIZE IMPACTS FROM PROCEDURES OR SIGNIFICANT MATERIAL THAT COULD CONTRIBUTE POLLUTANTS TO RUNOFF.
MATERIALS HANDLING SHALL BE IN ACCORDANCE WITH SUBSECTION 208.06.
(A) BULK STORAGE STRUCTURES FOR PETROLEUM PRODUCTS AND ANY OTHER CHEMICALS SHALL HAVE SECONDARY
CONTAINMENT OR EQUIVALENT ADEQUATE PROTECTION SO AS TO CONTAIN ALL SPILLS AND PREVENT ANY SPILLED
MATERIAL FROM ENTERING STATE WATERS. IF SECONDARY CONTAINMENT IS USED AND RESULTS IN ACCUMULATION OF
STORMWATER WITHIN THE CONTAINMENT, A PLAN SHALL BE IMPLEMENTED TO PROPERLY MANAGE AND DISPOSE OF
ACCUMULATED STORMWATER.
(B) THE CONTRACTOR SHALL INSPECT EQUIPMENT, VEHICLES, AND REPAIR AREAS TO ENSURE PETROLEUM, OILS, AND
LUBRICANTS (POL) ARE NOT LEAKING ONTO THE SOIL OR PAVEMENT. ABSORBENT MATERIAL OR CONTAINERS
APPROVED BY THE ENGINEER SHALL BE USED TO PREVENT LEAKING POL FROM REACHING THE SOIL OR PAVEMENT.
THE CONTRACTOR SHALL HAVE ONSITE APPROVED ABSORBENT MATERIAL OR CONTAINERS OF SUFFICIENT CAPACITY
TO CONTAIN ANY POL LEAK THAT CAN REASONABLY BE FORESEEN. ALL MATERIALS RESULTING FROM POL LEAKAGE
CONTROL AND CLEANUP SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE
SITE. THE COST FOR CONTROL, CLEANUP AND REMOVAL OF BY-PRODUCTS RESULTING FROM POL LEAKS WILL NOT BE
PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
(C) SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN SHALL BE DEVELOPED AND IMPLEMENTED TO ESTABLISH
OPERATING PROCEDURES AND THE NECESSARY EMPLOYEE TRAINING TO MINIMIZE THE ACCIDENTAL RELEASES OF
POLLUTANTS THAT CAN CONTAMINATE STORMWATER RUNOFF. SEE SUBSECTION 208.06. WORK SHALL NOT BE STARTED
UNTIL THE PLAN HAS BEEN SUBMITTED TO AND APPROVED BY THE ENGINEER.
THE SPILL PREVENTION, CONTROL, AND COUNTERMEASURE PLAN SHALL CONTAIN THE FOLLOWING INFORMATION:
(1) IDENTIFICATION OF THE SPILL CLEANUP COORDINATORS
(2) LOCATION OF CLEANUP KITS
(3) QUANTITIES OF CHEMICALS AND LOCATIONS STORED ON SITE
(4) LABEL SYSTEM FOR CHEMICALS AND MATERIALS SAFETY DATA SHEETS (MSDS) FOR PRODUCTS
(5) NOTIFICATION AND CLEAN UP PROCEDURES TO BE IMPLEMENTED IN THE EVENT OF A SPILL FOR SPILLS WHICH DO
NOT ENTER STATE WATERS OR ARE UNDER REPORTING LIMITS OF THE CHEMICAL OF CONCERN (DIESEL FUEL,
HYDRAULIC FLUID, MOTOR OIL, USED HYDRAULIC FLUID AND MOTOR OIL, TACK OIL)
(6) SIGNIFICANT SPILL PROCEDURES FOR SPILLS OF ANY SIZE THAT ENTER STATE WATERS OR HAVE THE POTENTIAL
TO DO SO. COOT'S EROSION CONTROL AND STORMWATER QUALITY GUIDE (CURRENT EDITION) CONTAINS SPILL
NOTIFICATION CONTACTS AND PHONE NUMBERS REQUIRED IN THE SPCC
(D) CONCRETE WORK: CONCRETE WASH OUT WATER OR WASTE FROM FIELD LABORATORIES AND PAVING
EQUIPMENT SHALL BE CONTAINED IN ACCORDANCE WITH SUBSECTION 208.05. SAW CUTTING SHALL BE DONE
IN ACCORDANCE WITH SUBSECTION 107.25, 208.04, 208.05
STOCKPILE MANAGEMENT:
MATERIAL STOCKPILES SHALL BE LOCATED AWAY FROM SENSITIVE AREAS AND SHALL BE
CONFINED SO THAT NO POTENTIAL POLLUTANTS WILL ENTER STATE WATERS OR CONVEYANCES TO STATE WATERS
(E.G., DITCHES). LOCATIONS SHALL BE APPROVED BY THE ENGINEER. SEE SUBSECTION 107.25 AND 208.07.
ERODIBLE STOCKPILES SHALL BE CONTAINED WITH ACCEPTABLE BMPS AT THE TOE (OR JUST BEYOND TOE)
THROUGHOUT CONSTRUCTION. BMPS SHALL BE APPROVED BY THE ENGINEER.
THERE SHALL BE NO STOCKPILING OR SIDE CASTING OF WASTE MATERIALS INCLUDING BUT NOT LIMITED TO PAINT
CHIPS, ASPHALT, AND CONCRETE THAT RESULT FROM PROJECT ACTIVITIES WITHIN 50 HORIZONTAL FEET DF THE
ORDINARY HIGH WATER LINE OF ANY STATE WATERS.
GENERAL HOUSE KEEPING:
AT THE END OF EACH DAY THE CONTRACTOR SHALL COLLECT ALL TRASH AND DISPOSE OF IT IN APPROPRIATE
CONTAINERS. CONTAINERS SHALL BE EMPTIED AS NEEDED.
STREET CLEANING:
WHENEVER SEDIMENT IS TRANSPORTED ONTO THE HIGHWAY, THE ROAD SHALL BE CLEANED. STORM
DRAIN INLET PROTECTION SHALL BE IN PLACE PRIOR TO SHOVELING, SWEEPING, OR VACUUMING. SWEEPING SHALL BE
COMPLETED WITH A PICKUP BROOM OR EQUIPMENT CAPABLE OF COLLECTING SEDIMENT. KICK BROOMS SHALL NOT BE
USED. STREET CLEANING WILL NOT BE PAID FOR SEPARATELY, BUT SHALL BE INCLUDED IN THE WORK.
REVECE TATION:
AREAS OF SOIL DISTURBANCE SHALL BE SEEDED AND FINAL STABILIZED AT THE DIRECTION OF THE
ENGINEER AND R4 ENVIRONMENTAL. SEE SECTION 212 AND SECTION 213. WELD COUNTY AREAS SHALL BE SEEDED PER
THE FOLLOWING:
Snt1THFRN RIIADS Mix (SMITH (iF HWY 14)
WESTERN WHEATGRASS (ARRIBA, BARTON, ROSANA)
BLUE GRAMA (HACHITAL, LOVINGTON)
SIDEOATS GRAMA (VAUGHN, BUTTE, NINER, EL RENO, HASKELL)
SMOOTH BROME (LINCOLN, MANCHAR)
SAND DROPSEED
PERENNIAL RYEGRASS (CALIBRA OR GARIBALDI TETRAPLOID)
SLENDER WHEATGRASS (PRYOR, REVENUE OR SAN LUIS)
ALKALIGRASS (FULTS II, SALT ON SEA)
SWITCHGRASS (NEBRASKA 28, BLACKWELL)
ADDITIONAL NOTES:
2.50 LBS PLS/ACRE
1.50 LBS PLS/ACRE
2.25 LBS PLS/ACRE
2.00 LBS PLS/ACRE
0.25 LBS PLS/ACRE
0.75 LBS PLS/ACRE
2.50 LBS PLS/ACRE
1.25 LBS PLS/ACRE
L O0 I RS PI S/ACRF
TOTAL: 14.00 POUND PLS/ACRE
I. BARRIER TO BE REMOVED BY CDOT/WELD COUNTY ONCE PHASE 2 IMPROVEMENTS ARE CONSTRUCTED.
Print Dote: 3/2O/2O2O
File Nome: 2237ODES_GenlNote78.dgn
Horiz. Scale: 1:6O
Vert. Scale: As Noted
Won FELSBURG
d' HOLT &
ULLEVIG
6300 South Syracuse Way. Suite 600
Centennial. CO 8011 I
Phone 303.721 1440
www.FHUENG.com
Sheet Revisions
Dote:
Comments
[Tilt
Colorado Deportment of Transportation
Region 4
1O6O1 West 10th Street
Greeley, CO 8O634
Phone: 97O -35O-2228 FAX: 97O -35O-2181
LK
As Constructed
No Revisions:
Revised:
Void:
WELD COUNTY ROAD CLOSURES
WCR 78 GENERAL NOTES
Designer: 'ABM Structure
Detoiler:
MEW
Sheet Subset:
GENERAL
Numbers
Subset Sheets:
CN-01 of 01
Project No./Code
NHPP 0853-108
2237O
Sheet Number
2
COOT TABULATION OF ROADWAY QUANTITIES
CDOT TABULATION OF STRIPING
W.C. RESPONSIBILITY
811.
\
��
P,
PLAN SHEET
REMOVAL OF
ASPHALT MAT
(SY)
CONCRETE
BARRIER
(TEMPORARY)
(LF)
BARRICADE
(TYPE F -B)
:MENT TYPE
PAVEMENT MARKING PAINT (HIGH BUILD)
LINEAR FEET 627-00013
REMOVAL OF
PAVEMENT
REMOVAL OF
PAVEMENT
Know whars below.
MARKINGS
202-00220
630-80.370
614-80312
LOCATION
PAVEMENT MARKING
EDGE/LANE
CENTERLINE (MEDIAN)
CHANNEL
202-00250
MARKINGS
Call before you dig.
DESCRIPTION
202-00250
PL -01
177
20
1
WHITE
SOLID
YELLOW
SOLID
YELLOW
SOLID
YELLOW
BROKEN
DOUBLE
YELLOW
WHITE
a
SOLID
SOLID
a
4 INCH
4 INCH
4 INCH
4 INCH
4 INCH
8 INCH
SF
SF
COOT TABULATION OF SEEDING
US 85
EDGE LINES
HMA
50
PLAN
SHEET
SEEDING (NATIVE)
(ACRE)
CHANNELIZING LINES
ONLY SYMBOL I
HMA
HMA
212-00006
LANE ARROW - RIGHT 2
HMA
PL -01
0.1
WCR 37
GRADE CROSSING SYMBOL 1
HMA
50
TOTAL (LINEAR FEET)
50 0
0
0
0
0
TOTAL (SO FT.)
16 7 0.0
0.0
0.0
0.0
0.0
50
TOTAL (GALS)
0.2 0.0
0.00
0.00
0.00
0.0
TABULATION OF SIGNS
COOT RESPONSIBILITY
W.C. RESPONSIBILITY
SIGN NO
SIGN PANEL (SF)
202-00810
202-00821
614-00220
202-00810
614-00220
PLAN
SHEET
SIGN
LOCATION
TRELATIVE THE RR
TRACKS
SIGN CODE
SIGN PANEL
SIZE
REMARKS
CLASS I
614-00011
--N
-'o
Noo
,
CLASS III
614 -00013
REMOVAL OFREMOVAL
GROUND
SIGN
OF
SIGN PANEL
SteelSign Post
(2.5 x 2.5
Inch Tubing
REMOVAL OF
GROUND
SIGN
SteelSign Post
(2.5 x 2.5
Inch Tubing
W" x H"
Us
EACH
EACH
LF
EACH
LF
I
PL -01
EAST
W10 -I
1
2A
26
2C
PL -01
PL -01
PL -01
WEST
WEST
WEST
D1 -1C
R1-1
R6-3
"CR 78"
STOP SIGN ARRAY
1
3
PL -01
WEST
W10-1
I
4
PL -01
EAST
Rl-1
1
5
PL -01
WEST
Rl-1
1
6
PL -01
EAST
RII-2
48 X 30
MOUNTED ON PERM. BARRICADE
10.00
7A
PL -0I
WEST
R11-2
48 X 30
MOUNTED ON PERM BARRICADE
10.00
7B
PL -01
WEST
W1-7
48 X 24
MOUNTED ON PERM. BARRICADE
8.00
8-10
PL -01
EAST
0M4 -1
24 X 24
MOUNT BEHIND TEMP. BARRIER (QTY -3)
12.00
24.00
11-13
PL -01
WEST
OM4-1
24 X 24
MOUNT BEHIND TEMP BARRIER (QTY -3)
1200
24.00
14A
14B
14C
PL -02
PL -02
PL -02
EAST
EAST
EAST
WI4-2
SPECIAL
SPECIAL
30 X 30
30 X 15
30 X 15
W.C. TO PROVIDE SIGN POST AND INSTALL
"NO ACCESS TO US 85"
"NO TURNAROUND"
6.25
3.13
313
13
15A
158
PL -02
PL -02
EAST
EAST
W14 -IA
w14-1AR
30 X 8
30 X 8
W.C. TO INSTALL ON EXISTING W2-1 SIGN POST
W.C. TO INSTALL ON EXISTING W2-1 SIGN POST
1.67
1.67
16A
16B
PL -02
PL -02
EAST
EAST
W14 -IA
W14-1AL
30 X 8
30 X 8
W.C. TO INSTALL ON EXISTING W2-1 SIGN POST
W.C. TO INSTALL ON EXISTING W2-1 SIGN POST
167
1.67
,
17
PL -02
EAST
R1-1
EXISTING SIGN TO REMAIN
I8A
188
PL -02
PL -02
EAST
EAST
W14-2
SPECIAL
30 X 30
30 X 15
W.C. TO PROVIDE SIGN POST AND INSTALL
"NO ACCESS TO US 85"
6.25
3.13
12
19
PL -02
EAST
W3-1
1
NOTES:
20
PL -02
EAST
WIO-1
_
1
21
PL -02
EAST
R2 -1
_
1
1. COOT TO PROVIDE ALL SIGN PANELS.
TOTAL
52.6
28.0
0.0
5.0
0.0
48.0
3.0
25.0
WELD COUNTY TO CONTACT ROD DUDLEY
AT (970)350-2163 TO COORDINATE PICK
,
UP AT REGION 4 MAINTENANCE BUILDING,
10601 W 10TH ST, GREELEY CO 80634
2. SEE GENERAL NOTES FOR ADDITIONAL
SEEDING INFORMATION.
Print Dote: 4/20/2020
Sheet Revisions
Department of Transportation
As Constructed
WELD COUNTY
78 TABULATION
ROAD CLOSURES
OF QUANTITIF3
Project No./Code
J
File Nome: 22370DES_Tob 78.dgnColorado
9
Date:
on -In -lent ent
HI'WCR
No Revisions:
NHPP 0853-108
Horiz Score: 1:60 Vert. Scale: As Noted
0
A CDOT
10601 West 10th Street
Greeley, CO 80634
CO Phone: 970-350-2228 FAX: 970-350-2181
`�
Region 4 LK
I I FELSBURG 6300 South Syracuse Way. Suite 600
ill HOLT dr ptnee 303.21 144011
ULLEVIG www.FHUENGCom
(�
O
Revised:
Designer: UBM
9
Structure
22370
Oetaiter: AK
Numbers
Vold:
Sheet Number
Sheet Subset: TRAFFIC
Subset Sheets: TAB -010f 01
O
0
2
J
co
U
Li
W
0
0
r
N
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C
C_
O
O
C
0'
In
C
0
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Q
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C3 eel
1no
Know what's below,
Call before you dig.
NOTES:
1. CONCRETE BARRIERS SHALL BE OFFSET A MINIMUM OF 25 FEET FROM NEAREST RAIL
2. FIXED BARRICADES SHALL BE OFFSET AN ADDITIONAL 5 FEET FROM THE CONCRETE
BARRIERS (AWAY FROM THE TRACKS).
3. WORK WITHIN RAILROAD RIGHT-OF-WAY REQUIRES RIGHT OF ENTRY FROM UPRR.
4. WORK WITHIN 25 FEET OF TRACK REQUIRES FLAGGER FROM UPRR OR APPROVED
CONTRACTOR.
5. AREAS WHERE APPROACH PAVEMENT/MATERIAL HAS BEEN REMOVED SHALL BE GRADED
AND FINALLY STABILIZED PER UPRR REQUIREMENTS.
6. CROSSING MATERIAL, CROSSBUCKS, RAILROAD GATES, AND SIGNAL BUNGALOWS, WHERE
PRESENT, SHALL BE REMOVED BY UPRR FORCES.
REMOVE GROUND SIGN
J
DI -lc
R1-1
R6-3
J
REMOVAL OF
I (BY UPPR)
CROSSBUCKS
J
w10-1
J
N'
US 85
tin
APPROX UPRR ROW L INE
T YP.)
•
REMOVE
I
W,; 1
GROUND SIGNI
J
,4
r
REMOVE GROUND SIGNI
INSTALL PERMANENT BARRICADE
(TYPE 3 F -B) WITH RI1-2
"ROAD CLOSED" SIGN
(SEE BARRICADE DETAIL 2)
INSTALL 20 LF OF CONCRETE BARRIER
(TEMPORARY) AND OBJECT MARKERS
(OM4-1) (3 EA)
SEE CROSSING DETAIL
REMOVAL OF CROSSING
MATERIAL BY UPRR
REMOVAL OF ASPHALT
(1597 SF) ar:im.."4f-41Wri e'
INSTALL 20 LF OF CONCRETE BARRIER
(TEMPORARY) AND OBJECT MARKERS
..(0M4 -I) (3 EA) 1'
RI -I
'1
J
,REMOVE GROUND SIGNI
r-.
INSTALL PERMANENT BARRICADE
(TYPE 3 F -B) WITH R11-2 [♦f'
"ROAD CLOSED" AND WI -7 SIGNS
(SEE BARRICADE DETAIL 1)
f
EXTEND EXISTING EDGE LINE WHITE, 4" WIDE (50 LF)
UPRR ,�-
REMOVAL OF CROSSBUCKS,
(BY UPPR)
z-:
-Af,1-
400
Print Dote: 3/20/2020
File Nome: 223370DES_WCR 78-PLNOI.dgn
Horiz. Scale: 1:200
Vert. Scale: As Noted
FELSBURG
&Lou- &
ULLEVIG
6300 South Syracuse Way. Suite 600
Centennial. CO 80111
Phone: 303, 721.1440
www.FHUENG.com
O
CD
Sheet Revisions
Dote:
Comments
In t.
Colorado Department of Transportation
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
Region 4 LK
As Constructed
No Rev
WELD COUNTY ROAD CLOSURES
WCR 78 CLOSURE PLAN - STAGE 1
WORK TO BE DONE BY CDOT
Project No./Code
NHPP 0853-108
Revised:
Designer: MOM
Void:
Detoiler: ANC
Structure' _
Numbers
22370
Sheet Subset: ROADWAY
Subset Sheets: PL -01 of 02
Sheet Number
4
c
S'
a
8
I
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1•
:
Tit
UPRR
7
! EXISTING
TO REMAIN I
J
EXISTING TO REMAIN!
DEAD END
30W14 -lo
(MOUNT ON EXISTING
SIGN POST)
• DEAD END
30W14-lol
(MOUNT ON EXISTING
SIGN POST)
DUD END
30W14 -lo
(MOUNT ON EXISTING
SIGN POST)
(DEAD END •
30W14-lor
(MOUNT ON EXISTING
SIGN POST)
30W14-2
NO ACCESS
TO US 85
SPECIAL
CNJ TURNAROUND
SPECIAL
US 85
RR CROSSING CLOSURE --'' '
w; -I
Sheet Revisions
I EXISTING TO REM.A1
L
30w14-2
NO ACCESS
TO US 85
SPECIAL
REMOVE GROUND SIG!?
W10-1
r-
I REMOVE
•
GROUND SIGII
SPEED
LIMIT
55
R2 -1
RR CROSSING CLOSURE
REMOVE EXISTING GRADED
CROSSING SYMBOL (50 SF)
SIMPIr
61111.1111
0'
sac*
1000'
2000'
Print Dote: 4/20/2020
File Nome: 2233700ES_WCR 78-PLN02.dgn
Horiz. Scale: 1:1000
Vert Scale: As Noted
i
FELSBURG
Lq HOLT &
ULLEVIG
6300 South Syracuse Way. Suite 600
Centennial. CO 8011 I
Phone: 303.721 1440
www FHUENG corn
0
0
O
3
Comments
Colorado Deportment of Transportation
Region 4
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
LK
As Constructed
WELD COUNTY ROAD CLOSURES
WCR 78 CLOSURE PLAN - STAGE 1
WORK TO BE DONE BY WELD COUNTY
Project No./Code
NHPP 0853-108
r- 1v .[• :
Designer:
MBM
Uetoiler:
ANC
Structure
Numbers
22370
Sheet Subset: ROADWAY
Subset Sheets: PL -02 of 02
Sheet Number
3
Y
8
Y
a
a
WI
0
at
0
0
0
N
N
N
h
0
O
O
Y
n
0
n
N
N
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Know what's below
Call
before
you dig. — —
—
co
INSTALL 20 LE OF CONCRETE BARRIER
(TEMPORARY) AND OBJECT MARKERS
(0M4-1) (3 EA) INSTALL PERMANENT BARRICADE
(TYPE 3 F -B) WITH R11-2
"ROAD CLOSED" SIGN
(SEE BARRICADE DETAIL 2)
to
a UPRR
I
I
I
I I
I
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IItI
#$114111I41I##IIf#If##II
II
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INSTALL 20 LF OF CONCRETE BARRIER
APPROX,UPRR
-(TEMPORARY) AND OBJECT MARKERS
(OM4-1) (3 EA)
ROW LINE (TYP.)—\
EDGE OF TRAVELED
- WAY
rV
to
' INSTALL PERMANENT BARRICADE US 85
(TYPE 3 F -B) WITH RI1-2
"ROAD CLOSED" AND W1-7 SIGNS
is,
z
0
N
W
J
(SEE BARRICADE DETAIL 1)
0
q
z
5
O
M
2
0' 30' 60' 120'
-
Print Dote: 3/20/2020
Sheet Revisions
Colorado Deportment of Transportation
As Constructed
WELD COUNTY ROAD CLOSURES
WCR 78 CROSSING DE TAIL
Project No./Code
File Name: 22370DES_Det78.d n
9
Dote:
Lornments
'n t.
No Revisions:
NHPP 0853-108
A COOT
VW 10601 West 10th Street
Greeley, CO 80634
CO Phone: 970-350-2228 FAX: 970-350-2181
Re ion 4 LK
g
Hor;z Scale: 1:60 Vert Scale: As Noted
r"..)
a FELSBURG 6300 South Syracuse Way, Suite 600
O
Revised:
Designer: MOM
Structure
22370
Centcnrnal,CO 80111
O HOLT phone 3037211440
O
Detoiler: AHC
Numbers
Vo;d:
NULLEVIG
Sheet umber
WWWFHUENG.con
O
_
Sheet Subset: DETAILS
Subset Sheets: DT -01 of 026
C
a
A
N
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0
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N
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0
0
N
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C
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FIXED TYPF 3 BARRICADE (RED)
LOCATION
QTY
LENGTH
SEE DETAIL
WCR 30 (WEST)
1
24'
3
WCR 30 (EAST)
1
24'
2
0 ST. (WEST)
1
24'
3
0 ST. (EAST)
1
24'
3
WCR 37 (WEST)
1
24'
1
WCR 37 (EAST)
1
24'
2
WCR 78 (WEST)
1
24'
1
WCR 78 (EAST)
1
24'
2
WCR 100 (WEST)
1
24'
1
WCR 100 (EAST)
1
24'
1
NOTES:
1. SEE TABULATION OF SIGNS FOR INFORMATION
REGARDING OBJECT MARKERS (OM4-1)
2. SIGNS TO BE BUILT IN ACCORDANCE WITH THE MUTCD
AND STD. S-630-2
3. SEE S-630-2 FOR ADDITIONAL NOTES REGARDING FIXED
AND MOVABLE BARRICADES
CONCRETE BARRIER (TEMPORARY)
FIXED DETAIL
SEE S-630-2 FOR
MOVABLE SKIDS
/%
24'
CONCRETE
BARRIER (TEMP.)
(SEE M -6O6-14)
ROAD
CLOSED
R!t-2
ansfll
r„„„1„,=&1„
'///////// IEDEIIII
///////////
r//////%/////////OOAFFI ///
i
DETAIL 3
LEFT TURN ONLY TYPE
• '0
MAX
MIN
CO
Z
2
FIXED DETAIL
SEE S-630-2 FOR
MOVABLE SKIDS
2
FIXED DETAIL
SEE S-630-2 FOR
MOVABLE SKIDS
,////// i///P an
6'6" MAX
24'
ROAD
CLOSED
RH-2
W1-7
0
In
DETAIL I
INTERSECTION TYPE
24'
i
l 00
ROAD
CLOSED
Ril-2
►\\\\\\i\\\\\�/// 'tiff ////id
►\\\ AA. \1\\\\\ /////i/////i
►\\\\\\\\\\\\III////////// Aft a
i
In
DETAIL 2
DEAD END TYPE
[6'6"
MAXI
5'0" MIN
•
co
`/\
Print Dote: 3/20/2020
File Nome: 22370DES_Det2_Group 2.dgn
Horiz. Scale: 1:60
Vert. Scale: As Noted
pion FELSBURG
gig HOLT &
ULLEVIG
6300 South Syracuse Way, Suite 600
Centennial. CO 80111
Phone. 303 721.1440
www.FHUENG.com
Sheet Revisions
Dote:
Comments
!nt.
Colorado Deportment of Transportation
Region 4
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
LK
As Constructed
No Revisions:
WELD COUNTY ROAD CLOSURES
BARRICADE AND BARRIER DETAIL
Project No./Code
NHPP 0853-108
Revised:
Designer: MBM
void:
Detoiler: MBM
Structure' _
Numbers
22370
Sheet Subset: DETAILS
Subset Sheets: 0T-02 of 02
Sheet Number
7
•
a
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I
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O
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N
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O N
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38.1
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Call before you dig.
* 6.5--S3.75S-3 S
CC
30
12.5
10.25 1 6.5—*
le -3 -12.53 -DI 3.25
In
3.750' Redlus, 0.625' Border, 0.375' Indent, Black on Yellow;
NO ACCESS' C; TO US -85' C;
Table of letter and object lefts.
R
5.250
0
7.500
A
C
C
E
S
S
12.250
14.625
16.750
19.000
21.000
23.125
T
6.500
0
8.500
U
3
-
0
5
13.250
15.500
17.750
19.500
21.875
SPECIAL SIGN DETAILS
13 S 4 13
4.125 21.75 •14.125
30
3.750' Radius, 0.625' Border, 0.375' Indent, Bieck on Yellow;
NO' C; 'TURNAROUND' C;
Table of letter and object lefts.
R
13.000
0
15.250
T
4.125
U
6.125
R
8.375
N
10.625
A
12.750
R
15.250
0
17.375
U
19.750
N
22.000
D
24.250
Print Dote: 3/20/2020
File Nome: 22370TRAF_Det37-78.dgn
Horiz. Scale: 1:60
Vert. Scale: As Noted
FELSBURG
0 HOLT &
ULLEVIG
6300 South Syracuse Way. Suite 600
Centennial. CO 80111
Phone 303 721 1440
www.FHUENG.com
0
1)
Sheet Revisions
Dote:
Comments
Init.
Colorado Department of Transportation
Region 4
10601 West 10th Street
Greeley, CO 80634
Phone: 970-350-2228 FAX: 970-350-2181
LK
As Constructed
No Revisions:
WELD COUNTY ROAD CLOSURES
WCR 37-78 SPECIAL SIGN DETAILS
Project No./Code
NHPP 0853-108
Revised:
Designer:
ALS
Void:
Detwiler:
LCL
Structure I _
Numbers
22370
Sheet Subset:
TRAFFIC
Subset Sheets: S0-01 of 01
Sheet Number
8
Contract Form
New Contract Request
Entity formation
qty Name* Entity ID*
UNION PACIFIC RAILROAD COMPANY @,00005748
Contract Name
❑ New Entity?
Contract ID
AT GRADE CROSSING CLOSURE AND MAINTENANCE 4061)
AGREEMENT FOR WCR 78 WITH COOT AND UPRR
Contract Status
CTB REVIEW
Contract Lead
ERELFORD
Contract Email
erelford@€ o.w eld.co_us
Parent Contract ID
Requires Board Approval
YES
Department Project
Contract Description*
THIS IS A THREE PARTY AGREEMENT FOR THE AT GRADE CROSSING CLOSURE AND MAINTENANCE AGREEMENT FOR
VCR 78 BETWEEN US, CDOT AND UPRR
Description 2
THERE ARE NO COSTS TO THE COUNTY FOR THESE IMPROVEMENTS_ COOT IS ESTIMATING THEIR COSTS TO BE $71) 000
FOR THIS PROJECT.
Contract Type
AGREEMENT
Amount
$6.00
Re
NO
Automatic €tort
!GA
a renewal enter
PUBLIC WORKS
C
Pu.blicWorks@ eldgov_corn
trnent H ..Email
CM-PublicWorks-
DeptHeadi§welduov.corn
County Attorney
BOB CHOATE
County Attorney Email
BCHOATE@CO WELD. CO. US
a
Contract ID
Requested BOCC Agenda
Date*
08/31/2020
Due Date
8/2712020
Will a work session with BOCC be required?*
NO
Does Contract require Purchasing Dept. to be included?
NO
Ncte: the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts are not in
On Base
Contract Dates
Effective Date Review e * Renewal Date
0813112021
Termination Notice Period Comma - 1 every Date Expiration Date*
08/31/2021
Contact Information
Contact Info
Contact Name
Purchasing
Purchasing Approver
Approval Process
Department Head
JAY MCDONALD
OH Approved Date
08127/2020
Final Apgar
BOCC Approved
BOCC Signed Date
BOCC Agenda Date
0 at31 /2020
Originator
ERELFORD
Contact Type Contact Email
Finance Approver
BARB CONNOLLY
Contact Phone 7 Contact Phone 2
Purchasing Approved Date
Finance Approved Date
08/27/2020
Tyler Ref #
AG 083120
Legal Counsel
BOB CHOATE
Legal Counsel Approved Date
08/27/2020
Submit
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