HomeMy WebLinkAbout20212554.tiffRESOLUTION
RE: APPROVE AGREEMENT FOR REPLACEMENT OF BRIDGE 2.5/27A AND
AUTHORIZE CHAIR TO SIGN - FULTON IRRIGATING DITCH 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 an Agreement for the Replacement of
Bridge 2.5/27A between 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, and Fulton
Irrigating Ditch Company, commencing August 25, 2021, 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 Agreement for the Replacement of Bridge 2.5/27A between 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, and Fulton Irrigating Ditch Company, be,
and hereby is, approved.
BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized
to sign said agreement.
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 25th day of August, A.D., 2021.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: Watotot) y:4 EXCUSED
Stev- Moreno hair
Weld County Clerk to the Board
County Attorney
Date of signature: o/3 I /2
K. ames, Pr•,r e
erry L.
cc: p,,.J(E&/ER/CND
09 /09 /al
2021-2554
EG0079
Contvaci"IP# 52►3
MEMORANDUM
TO: Esther Gesick, CTB DATE: August 19, 2021
FROM: Erich Green, P.E., L.S.I. Public Works
SUBJECT: Agreement for Bridge Replacement Between Fulton
Irrigating Ditch Company and Weld County (Bridge 2.5/27A)
Please place the attached Agreement for Bridge Replacement (Agreement) on the BOCC agenda. This
item was approved by all 5 Commissioners on a pass -around dated August 17, 2021.
The purpose of the Agreement is to define the rights and responsibilities of Weld County and Fulton
Irrigating Ditch Company (FIDC) related to the Bridge 2.5/27A replacement project.
Weld County's total funding contribution is a Not to Exceed amount of $5,000 in order to reimburse FIDC
for their reasonable engineering expenses for reviewing the project design. For more information
regarding the project scope and the Agreement, please refer to the pass -around.
I will plan on attending the BOCC hearing to answer any questions that the Board may have regarding
this Agreement.
Page 1 of 1
M:\ —Active Projects\WCR 2.5 to 29 to 2\Agreements\Fulton Irrigating Ditch Company\BOCC Approval\OnBase and Presentation\Agreen
Between Fulton Irrigating Ditch Co and Weld County (Bridge 2.5-27A) Memo to CTB.docx
2021-2554
��' ECG 0079
BOARD OF COUNTY COMMISSIONERS
PASS -AROUND REVIEW
PASS -AROUND TITLE: Agreement for Bridge Replacement Between Fulton Irrigating Ditch
Company and Weld County (Bridge 2.5/27A)
DEPARTMENT:
Public Works DATE: August 17, 2021
PERSON REQUESTING: Erich Green / Don Dunker
Brief description of the problem/issue:
Project Background:
Existing Bridge 2.5/27A has a sufficiency rating of 48% and is structurally deficient/functionally obsolete.
Therefore, the existing bridge is scheduled to be replaced by Weld County Public Works bridge construction crews
beginning in fall of 2021. Width of the new bridge will increase by 12 feet and span will increase by 10 feet as
compared to the existing bridge. Since Weld County Road 2.5 is a dead-end road west of Fulton Ditch, a temporary
bridge and shoofly road will be constructed around the north side of the project to accommodate the travelling public
during construction.
Purpose of Pass -Around:
Replacement of the permanent bridge and construction of the temporary bridge requires access to the Fulton Ditch,
which is operated by the Fulton Irrigating Ditch Company (FIDC). The attached Agreement for Bridge Replacement
(Agreement) was therefore drafted by Public Works staff to define the rights and responsibilities of Weld County
and FIDC related to the project.
We are seeking Board of County Commissioners approval and signature of the Agreement. Total compensation is
a not to exceed amount of $5,000 in order to reimburse FIDC for their reasonable engineering expenses for
reviewing the project design. The Agreement has been reviewed by the County Attorney's Office and has been
signed by FIDC.
What options exist for the Board? (include consequences, impacts, costs, etc. of options):
• Approve the Agreement for Bridge Replacement.
• Schedule a work session to further discuss the Agreement for Bridge Replacement.
Recommendation:
Staff recommends approving this Agreement for Bridge Replacement and allowing it to be placed on the next
available BOCC agenda.
Approve
Recotumendation
Perry L. Buck
Mike Freeman
Scott K. James, Pro-Tem
Steve Moreno, Chair
Lori Saine
Schedule
Work Session
Other/Comments:
gl25
AGREEMENT FOR BRIDGE REPLACEMENT
BETWEEN FULTON IRRIGATING DITCH COMPANY and WELD COUNTY
(2.5/27A BRIDGE REPLACEMENT)
THIS AGREEMENT is made this p day o 2021, by and between Fulton
Irrigating Ditch Company ("FIDC"), a Colorado Mutual Di t�i} Company and the County of Weld,
a body corporate and politic of the State of Colorado, by and through its Board of County
Commissioners, whose address is 1150 "O" Street, Greeley, Colorado 80631 hereinafter referred
to as "County."
WITNESSETH:
WHEREAS, FIDC is the owner of a certain right-of-way within which lies a canal or ditch
known as the Fulton Ditch, (hereinafter referred to as "the Ditch" or "Ditch"), and
WHEREAS, County finds it necessary to replace the existing 2.5/27A Bridge which
crosses the Ditch along Weld County Road 2.5 (WCR 2.5) about 1,080 feet west of Weld County
Road 29 (WCR 29) with a new 2.5/27A Bridge in the same approximate location. During
construction of the new bridge, in order to accommodate vehicular traffic, County also finds it
necessary to construct a temporary shoofly around the construction area for WCR 2.5 including a
temporary bridge crossing the Ditch. These proposed improvements together are hereinafter
referred to as the "Project", and
WHEREAS, FIDC and County acknowledge the Ditch lies within an area of the Project,
and
WHEREAS, FIDC agrees that County has designed the new 2.5/27A Bridge to
accommodate the current average maximum water capacity of the Ditch, as reflected in the
construction plans (a copy of the construction plans is attached hereto and made a part hereof by
this reference as Exhibit "A"), and
WHEREAS, FIDC and County recognize that County has a statutory obligation to maintain
its roads and bridges to protect the safety of the travelling public and that FIDC also has legal
obligations to deliver water to its shareholders/members, and
WHEREAS, each party desires to cooperate in a manner that permits each to meet its
obligations.
NOW, THEREFORE, in consideration of the promises and covenants expressed herein,
the parties mutually agree as follows:
I. FIDC's RIGHTS AND RESPONSIBILITIES:
1. Construction Plans: FIDC and County acknowledge that each has had the
opportunity to provide input into the design of the Project, and that Exhibit "A" reflects the
collaborative design efforts of the parties. In the event that County discovers unanticipated
conditions during construction, County shall notify FIDC of the need for design changes.
Following FIDC's approval, the revised construction plans and/or specifications shall be attached
Page 1 of 9
OZ1,02-/ _asst
hereto and made a part hereof as additional exhibits. In order to avoid delays during construction,
County shall be authorized to continue construction using revised construction plans, except for
the following, which require prior approval from FIDC: major design changes or changes which
reduce designed flow capacity. When prior approval is required, FIDC shall review revised
construction plans in a timely manner.
2. Construction and Maintenance of Project: FIDC hereby grants permission to
County to construct the improvements described in the construction plans included in Exhibit "A"
and thereafter maintain said improvements within the Ditch where said improvements are also
located within County road right-of-way.
3. Grant of Right of Ingress & Egress: FIDC hereby grants to County the right of
ingress and egress to and from the Project and across the Ditch property, as necessary and
reasonable for the exercise of the purposes of this Agreement. FIDC acknowledges and agrees
that County will require access to the Ditch to complete construction of the Project, and hereby
specifically affirms that County shall have that access.
4. FIDC's Field Inspections: FIDC may, in its discretion, conduct field inspections
at the initial stage of construction and later within three (3) business days of County's notification
to FIDC that construction has been substantially completed. In addition, at FIDC's discretion,
field inspections may be conducted at any time during the construction of the Project. FIDC shall
notify County in writing of all corrective work it deems necessary within three (3) days of such
field inspections. Such corrective work shall be completed promptly at the sole expense of County.
Failure of FIDC to notify County of the need for corrective work within three (3) business days of
FIDC's inspection shall be deemed to constitute FIDC's acceptance and approval of the
construction of the Project through the date of that inspection.
5. Timing of Project Construction: FIDC has provided County with the dates no
water will be flowing through the Ditch, so that the Project may be completed within those dates.
At the signing of this Agreement the parties generally agree that the Project may be completed
between October 2021 and May 2022, with the limitations identified in Section II. 5.
6. FIDC's Present and Future Rights to Maintain Ditch: FIDC has, and shall
continue to have full power to operate, maintain, alter, enlarge, relocate, clean and manage the
Ditch as if this Agreement had not been made, except to the extent that Weld County right-of-way
for the Project or other County right-of-way may be damaged by FIDC's negligence in conducting
said activities. It is specifically agreed that normal maintenance and repair activities, including
the operation of machinery for such purposes within and upon the Ditch and Ditch right-of-way,
shall not constitute negligence. In the event, however, that any such activity on the part of FIDC
could reasonably be expected to damage County's road, structures and/or right-of-way, FIDC
agrees to give prior notice to County, and to cooperate with County to mitigate and possibly avoid
said injuries or damages to the County's road, structures and/or right-of-way, and this Project. The
parties acknowledge and agree that the County shall own and have the full responsibility to
maintain the improvements it constructs within County road right-of-way, and that aside from
County's maintenance responsibilities, FIDC has the exclusive right to use the improvements for
the transport of its water.
Page 2 of 9
7. Emergency Repairs: In the event FIDC finds it necessary to perform emergency
repairs to the Ditch, either during County's construction of the Project or at any time in the future,
and such activity causes damage to County's road, right-of-way and/or Project. FIDC shall be
without liability for damages to County as the result of the performance of such repairs, except as
to such damage caused by FIDC's negligence. If FIDC determines that emergency repairs to the
Ditch must be made, which repairs are caused by the acts or omissions of County in constructing
or maintaining the Project and/or road, FIDC shall notify County of the need for such repairs; if
County is able to conduct such repair work, it will so notify FIDC immediately, and will commence
said repairs within a time period agreed to by FIDC. If County is unable to undertake said repair
work itself either due to construction expertise or as a result of time constraints within the time
period required by FIDC, and FIDC is required to expend funds for said emergency repairs of the
Ditch, FIDC shall notify County of the expenditure, submit documentation of the expense incurred
and, subject to the approval of and appropriation of funds by the Weld County Board of
Commissioners, County shall reimburse the FIDC for any reasonable expense incurred by FIDC
related to the emergency repairs.
8. No How of Irrigation Water During Construction of Project: The parties agree
that the construction of the Project will eliminate the possibility of the flow of irrigation water
through the Ditch at the location depicted in Exhibit "A" during a portion of the period of active
construction. The County shah notify FIDC at least 72 hours prior to beginning construction so
that FIDC can make any necessary preparations for ceasing the delivery of irrigation water in the
Ditch at the location depicted in Exhibit "A."
II. COUNTY'S RIGHTS AND RESPONSIBILITIES
1. County's Right of Ingress & Egress: County has the right of ingress and egress
to and from the Project and acFoss the Ditch property, as needed to complete the construction of
this Project.
2. County to Provide Notice of Work: All work shall be performed only after prior
notice and submission of construction plans and specifications to FIDC's superintendent, after
such engineering and legal consultation as FIDC considers necessary, following the approval of
the same by FIDC. Such approval shall not be unreasonably withheld or delayed. The Parties
agree that the construction plans attached hereto as Exhibit "A" are approved for construction.
3. County's Construction Responsibilities: County agrees to construct the Project,
and thereafter maintain the Project within its road right-of-way in such a manner as to avoid
damage to the Ditch, particularly the embankments and access thereto, and to avoid interference
with the flow of water through the Ditch. Any damage to the Ditch caused by County's
construction of the Project, including damage to the Ditch's embankments and facilities
appurtenant to the Ditch, and any construction deficiencies occasioned by County's improper
construction of the Project shall be addressed as follows: (1) If FIDC determines that repairs to the
Ditch must be made, which repairs are caused by the acts or omissions of County in constructing
or maintaining the Project, FIDC shall notify County of the need for such repairs; (2) If County is
able to conduct such repair work, it will so notify FIDC immediately, and will undertake said
repairs within a time period agreed to by FIDC; (3) If County is unable to undertake said repair
work within a time period to which FIDC agrees, and FIDC expends any sum for said repairs of
the Ditch, FIDC shall notify County of the expenditure, submit documentation of the expense
Page 3of9
incurred and, subject to the approval of and appropriation of funds by the Weld County Board of
Commissioners, County shall reimburse FIDC for any reasonable expense incurred by FIDC.
Should any construction deficiencies occasioned by County's improper construction of the Project
in any way prevent or diminish FIDC's ability to deliver water through the Ditch, County shall
reimburse FIDC and/or its shareholders for any actual damages caused by non -delivery of water,
subject to the approval of and appropriation of funds by the Weld County Board of Commissioners.
County further agrees that the construction and maintenance of the Project shall in no way harm
or diminish FIDC's rights in and to the easement FIDC holds for the purpose of keeping and
maintaining the Ditch and for delivery of water to its shareholders.
4. Historical Irrigation Water and Stormwater Drainage Patterns: FIDC and
County agree that the design of the project, as reflected in Exhibit "A," is expected to preserve
historical irrigation water and storm water drainage patterns, and both parties believe that said
design shall, therefore, preserve the integrity of FIDC's facilities and shall not reduce the capacity
of the Ditch to carry and convey irrigation water to FIDC's shareholders. However, in the event
that historical irrigation water or storm water drainage patterns are substantially altered by
construction of the Project, and adversely impact FIDC, County agrees to correct those
characteristics of the Project which created the adverse impact.
5. Flow of Water During Construction of Project: It is a primary goal of County
not to interrupt the flow of water through the Ditch for a period longer than is necessary to complete
construction of the Project. To that end, County agrees that absent accidents involving third
parties, or force majeure, as described in Paragraph III.12 herein, County will not interrupt the
flow of water through the Ditch at any time prior to December 1'`. 202 l or after March 15`h. 2022.
The parties have agreed that County shall construct the Project during the period beginning on
October 1'. 2021 and ending on MaN 31'. 2022 (the "Construction Period") unless otherwise
agreed to by both parties. County may commence construction within the Ditch easement, but
outside the area of the Ditch where water flows, on October I `'. 2021. County may utilize the area
of the Ditch where water flows beginning on December l , 2021 or whenever FIDC indicates that
irrigation water is done flowing for the season, whichever is sooner. County shall complete
construction within the area of the Ditch where water flows, no later than March 15`h, 2022.
As the parties are aware that water could be carried through the Ditch for a variety of reasons at
any time during the Construction Period, County agrees to provide a temporary bridge and
temporary shoofly as shown in Exhibit A. The temporary bridge will accommodate a total flow
rate of one hundred (100) Cubic Feet per Second (cfs) as indicated in Exhibit A. FIDC agrees that
if water must be carried through the ditch during the Construction Period, such flows will be
limited to no more than 100 cfs by FIDC, and FIDC will provide notice to County immediately
following FIDC's intent to flow water. Notice of the carriage of water in the Ditch by FIDC shall
be given to each person named in paragraph III.13 and in accordance with the provisions of that
paragraph. Immediately following its receipt of such notice, County shall begin the removal of its
equipment, materials and/or personnel from the Ditch site (excepting the temporary shoofly and
bridge) as soon as reasonably possible in order to allow the water flows of no more than 100 cfs
to pass through the Ditch.
6. Installation of Tube Gate Across Ditch Road on Southwest Side of Project:
West of the Ditch along the South right-of-way line of WCR 2.5, County will construct a 24' wide
heavy-duty tube gate across the existing Ditch access road. This gate will be closed and locked by
Page 4 of 9
County on August 6'11. 2021, before which two (2) keys will be provided to FIDC operations staff.
This locked gate is necessary to control non-FIDC traffic during Project utility relocations being
performed prior to the Construction Period, as well as during the entire Construction Period. Upon
completion of the Project, FIDC and the private landowner may operate the gate however they
deem necessary.
7. Repair and Maintenance of Project After Construction: All post -construction
repairs, replacements or maintenance of the Project by County which could impact FIDC's use and
operation of the Ditch shall, in the absence of an emergency, be undertaken during a period when
the Ditch is not being used to carry water. County agrees to notify FIDC of the need to repair,
replace or maintain the Project and FIDC agrees to provide County with a flow schedule which
will allow County to perform its work when the Ditch is not expected to be used to carry water.
In the event of an emergency situation caused by an immediate and unforeseen incident causing
damage to the 2.5/27A Bridge and/or its appurtenances which creates a danger to the travelling
public, County agrees to immediately notify FIDC of the need to conduct necessary repairs, and
to the extent possible, FIDC agrees to cooperate to allow County to complete said repairs.
8. County's Responsibilities Following Construction and/or Repair,
Replacement and Maintenance: Upon County's completion of construction of the Project, and
following any later repair, replacement and/or maintenance activity related to the Project, which
takes place within the Ditch boundaries within County road rights -of -way, County agrees it has a
continuing obligation to clean and maintain the area in order to place it in the same or better
condition than it was before the activity began. County agrees to clean and maintain the Project
area within the Ditch boundaries within County road rights -of -way not later than fourteen (14)
days following a request from FIDC to perform such cleaning and maintenance.
9. Review Expense Reimbursement: County agrees to reimburse FIDC for all
reasonable review expenses incurred by FIDC for the professional engineering review of the
Project's design, not to exceed $5.000.00.
III. MISCELLANEOUS
l . Board of County Commissioners of Weld County Approval: This Agreement
shall not be valid until it has been approved by the Board of County Commissioners of Weld
County, Colorado.
2. Agreement Binding: This writing, together with the exhibits, constitutes the entire
Agreement between the parties hereto with respect to the subject matter herein, and shall be
binding upon said parties, their officers, employees, agents, and assigns and shall inure to the
benefit of the respective survivors, heirs, personal representatives, successors and assigns of said
parties. This Agreement may be assigned by County to another governmental entity who by
annexation or other governmental action assumes jurisdiction over the Project, without the written
consent of FIDC. FIDC agrees to notify County of its intent to assign this Agreement in order that
it may take such formal action for ratification as may be required by its Board of County
Commissioners.
3. No Third Party Beneficiary: 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
Page 5 of 9
enforcement, shall be strictly reserved to the undersigned parties, and nothing in this Agreement
shall give or allow any claim or right of action whatsoever by any other person not included in this
Agreement. It is the express intention of the undersigned parties that any entity other than the
undersigned parties receiving services or benefits under this Agreement shall be an incidental
beneficiary only.
4. Fund Availability: County has budgeted the funds required to perform its
obligations under the terms of this agreement, and assumes that all expenses it is required to pay
will be expended within the current calendar year unless otherwise stated. Financial obligations
of the Board of County Commissioners of Weld County payable after the current fiscal year are
contingent upon funds for that purpose being appropriated, budgeted and otherwise made
available. By execution of this Agreement, County does not warrant that funds will be available
to fund this Agreement beyond the current fiscal year.
5. Time of the Essence: Time is of the essence in each and all of the provisions of
this Agreement.
6. Severability: If any term or condition of this Agreement shall be held to be
invalid, illegal, or unenforceable, this Agreement shall be construed and enforced without such
provision, to the extent that this Agreement is then capable of execution within the original intent
of the parties.
7. Choice of Law: Colorado law, and rules and regulations established pursuant
thereto, shall be applied in the interpretation, execution, and enforcement of this Agreement. Any
provision included or incorporated herein by reference which conflicts with said laws, rules and/or
regulations shall be null and void.
8. Attorneys Fees/Legal Costs: In the event of a dispute between County and FIDC
concerning this Agreement, the parties agree that neither party shall be liable to or responsible for
the payment of attorney fees and/or other legal costs incurred by or on behalf of the other party.
9. Governmental Immunity: No term or condition of this contract shall be construed
or interpreted as a waiver, express or implied, by either party, of any of the immunities, rights,
benefits, protections or other provisions, of the Colorado Governmental Immunity Act §§24-10-
101 et seq., as applicable now or hereafter amended.
10. Entire Agreement/Modifications: This Agreement, inclusive of the exhibits
attached hereto, contains the entire agreement between the parties with respect to the subject matter
contained in this Agreement. This instrument supersedes all prior negotiation, representation, and
understanding or agreements with respect to the subject matter contained in this Agreement. This
Agreement may be changed or supplemented only by a written instrument executed by both
parties.
11. Compliance with Laws: The parties agree that each shall comply with all
applicable federal state and local laws. The parties shall comply with all ordinances and rules in
connection with the construction and/or maintenance of the Project, each shall obtain such permits
and/or approvals required by applicable governmental entities in connection with the construction
Page 6 of 9
and/or maintenance of the Project and shall take such affirmative and/or remedial actions required
by such entities.
12. Interruptions: Neither party to this Agreement shall be liable to the other for
delays in performance or a failure to deliver or otherwise to perform any obligation under this
Agreement where such failure is due to force majeure, or any cause beyond the parties' reasonable
control, including but not limited to Acts of God, fires, strikes, war, flood, earthquakes or
Governmental actions.
13. Notices: Any notice required or permitted hereunder shall be deemed effective
when transmitted by email to the addresses provided below or when deposited in the United States
mail, postage prepaid, certified mail, return receipt requested, and addressed to the party to whom
notice is to be given, as follows:
Notice to County:
Weld County Public Works
Name: Don Dunker, P.E.
Email: ddunker@weldgov.com
Address: P.O. Box 758
Greeley, CO 80632-0758
Notice to Fulton Irrigating Ditch Company (FIDC):
Name: Brice Steele
Email: brice@steelepc.com
Address: 25 South 4th Avenue
Brighton, CO 80601-2029
*In the event that County or FIDC should designate a different individual(s) to receive notice, or
change the address or email listed above, the other party shall be notified in writing of the new
information. The failure to provide new or corrected information shall release the other party of
all responsibility for any losses suffered by the party failing to provide the new information. *
IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their
duly authorized officials, two duplicate originals of this Agreement, each of which shall be deemed
an original, on the date first written above.
[SIGNATURE PAGES FOLLOW]
Page 7 of 9
FULTON IR,RIGA '1NG DIT -COMPANY (FIDC)
By:
Name: Davis
Title: President
trodco S
STATE OF COLORADO
) SS.
COUNTY OF ADAMS
13-�2�
Date
The forgoing instrument was acknowledged before me this I day of
by David Petrocco Sr. as President of Fulton Irrigating Ditch Company.
WITNESS my hand and official seal.
My Commission Expires: cs�' 5 -vim
JODY L CROWLEY
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 19974002249
MY COMMPSSION EXPIRES FEBRUARY 5 2025
2021.
Page 8 of 9
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST:
dax44) ..d.4;e1
Weld County Clerk to the Board
BY:
De. ty Clerk to the Board
STATE OF COLORADO )
) SS.
COUNTY OF WELD )
Scott K. James, Pro—Tem
AUG 2 5 2021
The forgoing instrument was acknowledged before me this 25th day of August
K. James, Pro—Tem of the Weld County Board of County Commissioners.
WITNESS my hand and official seal.
My Commission Expires: /0Z//g/p20o2o2,
2021. by Scott
eryl Lotary Public
CHERYL LYNN HOFFMAN
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20144048044
MY COMMISSION EXPIRES DEC. 19, 2022
Page 9 of 9
o2oa/-a6s1
EXHIBIT "A"
WELD COUNTY PUBLIC WORKS DEPT.
CONSTRUCTION PLANS FOR
BRIDGE 2.5/27A
REPLACEMENT PROJECT
UNETYPE LEGEND
EXISTING EDGE OF GRAVEL
PROPOSED EDGE OF GRAVEL
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
PROPOSED TEMPORARY CONSTRUCTION EASEMENT
SECTION LINE
EXISTING FENCE
EXISTING OVERHEAD ELECTRIC
PROPOSED OVERHEAD ELECTRIC
EXISTING UNDERGROUND ELECTRIC
EXISTING UNDERGROUND TELEPHONE LINE
PROPOSED UNDERGROUND TELEPHONE LINE
EXISTING GAS LINE
PROPOSED RIPRAP
Computer File Information
Creator Das Sr 9/202C
inhale :1 A3
Last Magee Date: 7/25/2021
FI Pae SPRODuCTIMDtMG
Draw+g Fie Name WCR 2 5_2.5.27A BRIDGE_DWG
Inawls
EAG
4utoCAJ Version 2019 Sale : AS NOTED Units Engish
Pr ROW
X _ .X
Pr ROW -
WL.R 23
i
t
3
BRIDGE _.SI: T A
�>'ROJEt SRE1 4.'
J
159TH AVE
a
VICINITY MAP 11 INCH a 2000 FEET'
SY%*OL LEGEND
ELECTRIC METER
ELECTRIC POLE
GAS MARKER
TELEPHONE PEDESTAL
MAILBOX
SECTION CORNER MONUMENT
PROPERTY CORNER MONUMENT
ABBREVIATIONS
• CONC. = CONCRETE
• CL = CENTERLINE
• CMP = CORRUGATED METAL PIPE
• ELEV. = ELEVATION
• EOG a EDGE OF GRAVEL
• EOP = EDGE OF PAVEMENT
• EXIST = EXISTING
• LT = LINEAR FEET
• MAX = MAXIMUM
• O.C. • ON CENTER
• STA = STATION
• -YP - TYPI^AL
to
a
S
•
Index of Revisions
WELD COUNTY
°uBLIC WORKS DEPART MEN
1111 H. STREET
P.O BOX 758
GREELEY. �(CggO. 80632-0758
AX PHONE (970) 304-600
497
As Constructed
".o Revisions
?evised
Vold
SHEET INDEX
SHEET NO. i SHEET TITLE
I COVER
TYPICAL ROADWAY SECTIONS
3
SHOOFLY PLAN & PROFILE
WCR 2.5 PLAN & PROFILE
5 1PERMANENT BRIDGE LAYOUT DETAILS
8 TEMPORARY BRIDGE LAYOUT DETAILS
7
GRADING PLAN
8
UTILITY PLAN
9
CHAVEZ REMOVALS, FENCING, & ACCESSES
10
PHELPS REMOVALS. FENCING, & IRRIGATION
11
12 tCONSTRUCTION
PAVING. SIGNING. AND STRIPING PLAN
TRAFFIC CONTROL PLAN
13 ,TYPICAL ABUTMENT AND WNGWALL DETAILS
GENERAL NOTES
1 THE PROJECT WILL BE CONSTRUCTED BY WELD COUNTY PUBLIC
WORKS CONSTRUCTION CREWS.
2 WELD COUNTY SHALL SUBMIT A DITCH PROTECTION MEMO FOR
REVIEW BY THE FULTON IRRIGATING DITCH COMPANY PRIOR TO
BEGINNING ANY CONSTRUCTION OR REMOVALS OVER OR NEAR
THE FULTON DITCH. THIS INCLUDES CONSTRUCTION OF THE
PROPOSED TEMPORARY BRIDGE AND SHOOFLY WHERE THEY
ARE OVER OR NEAR THE FULTON DITCH. AND REMOVAL OF THE
EXISTING PERMANENT BRIDGE.
CALL UTILITY NOTIFICA'ION
CENTER OF COLORADO
rolotablin
Mess
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU ENG. GRADE, OR EXCAVATE
FOR THE NARKING OF UNDERGROUND
MEMBER UTILITIES
BRIDGE 2.5/27A REPLACEMENT
COVER
Designer E GRF
Detatler E G
Sheet Subset
Sheet Subset
Project No /Code
BR -124
Sheet Number 1 of 13
CUT OR FILL AS SHOWN
ON GRADING PLAN
CL
34.00' (TIP)
I
TOP OF CORRUGATED
STEEL BRIDGE DECK
HOT MIX ASPHALT
(THICKNESS VARIES)
TYPICAL ROADWAY SECTION
(BRIDGE 2.5/27A)
NOT TO SCALE
CL
20.0' 'PIP)
'GOO'
MOISTURE CONDITIONED AND
COMPACTED SUBGRADE
4" CLASS 6 ABC
(3" MIN. ON TEMPORARY BRIDGE)
TYPICAL ROADWAY SECTION
(TEMPORARY SHOOFLY STA 0+00 TO STA 4+11.74)
NOT TO SCALE
CUT OR FILL AS SHOWN
ON GRADING PLAN
1 00'
4' CLASS 6 ABC
16.00'
MOISTURE CONDITIONED AND
COMPACTED SUBGRADE
CUT OR FILL AS SH01/04
ON GRADING PLAN
CL
34.00' (TYP)
4" HOT MIX ASPHALT
1.75" TOP, PG 64-28 (GRADING SX) (100)
2 25" BOTTOM PG 64-22 (GRADING S) (100)
TYPICAL ROADWAY SECTION
(BRIDGE 2.5127A ASPHALT APPROACHES)
NOT TO SCALE
CL
20.0' (TYP)
•
l
MOISTURE CONDITIONED AND
COMPACTED SUBGRADE
•
--3%
4" CLASS 6 ABC
TYPICAL ROADWAY SECTION
(TEMPORARY SHOOFLY STA 4+51.74 TO STA 7+08.41)
NOT TO SCALE
CUT OR FILL AS SHOWN
ON GRADING PLAN
Computer File Information
Creation Date 8/19/2020 Initials EAG
Last Modified Date. 7/26/2021 Initials EAG
FuJ Path V U'ROJECTS DESIGN W MLROAD CLOSURE 2020VWCR 2 5 TO ?u'
2PRODUGTION ONGS
Drawng File Name WCR 2.5_2.5-27A BRIDGE.DW3
AntoCAD Version 2019 Scale. AS NOTED Units Engbst
Index of Revisions
Cc -r rnr'' S
let
' alti
WELD COUNTY As Constructed
PUBLIC WORKS DEPART MEN T
1111 H. STREET
P.O. BOX 758
GREELEY. CO. 80632-0758
P00
HONE)
X 0 7
No Revs ons
BRIDGE 2.5/27A REPLACEMENT
TYPICAL ROADWAY SECTIONS
Project No./Code
Revised
.IT:es:gner E. GREEN
Void
Detader E. GREEN
BR -124
Sheet Subset
Sheet Subse:
Sheet Number 2 of
ROW "C N
STA 0+00.00/0.00'
11=245 778.63
W -. Row 7358, 03
X•1 V<byPROTECT EXISTING
• CENTER -EAST 1/16
Q\ clk SECTION :ORNER
P\ MONUMENT IN PLACE
i O.
-=1.34744i // �' q 1
/ /
%' i
�:
r-111_=26.37 i- . '
.4
.4
.r.
5015
5010
5005
5002
Pr ROW
L=130 58
R=150.00'
..49'52'45"
CbE1= N64"32' 34'E
CtIL= 123.50'
4-r:_• :5"
J
T
`yam ---
2. '
r(2+51 02
N ?46'887.3¢
E 198196.32
-t
U
/��
PROPOSED
Row LmE3
•r
- r w
PROP. -,SF :., af=• thGE 7 5127A REPLACEMENT
N89 28572E
-C11 • \—\, it
3884 1
;9 93
,'4.4'.73
io9__.3'16'
3+00 ts,
y rL°
7t0'47X44_
S67.O0'4O"E,
=59.83'
PR OPOSEO i
w•e*)M LwARDR
EXISTING IRK HEAD_GAtE
MRoTECT 1-N.
-
.,tom i-Des
ANSPF.
WZR 2.5 PIA! _PROFILE„„ ..
Y DETAIC$?S
*t -s------- r. ,
-
PROPOSED UTILITY
RELOCATIONS
(REFEP TO UTILITY PLAN)
Pr 3.51.40
N 246854.3;
E 1982'dr, _.
Row --= 7t
ROIW-- VjfCAtV
ocfr cti
C)'
HIGH PT STA 3+64.01
HIGH PT EL 5008.78
a
PVI STA 3+44.01
PVI EL 5008.53
m K 13.83 r m
v if: LVC 40.00 .0 N
el In
HIGH PT. STA 0+56.51
HIGH PT EL 5000.41
N1•)
O
PVI STA 0+83.23
PVI EL 5006.56
LVC 80.00
/N
STJ-6+0b.00 -
EL=5006.11
(MATCH)
\— PROPOSED GRADE
AT SHOOFLY CENTERLINE
12
N
N•
r
I-
a
tri
LOW PT. STA 2+06.39 ,
LOIN PT a 5005 13 g
/VI STA 2+00.48 it
PVTEL 5005.0'4 -
IC
o>
>
RP
11
w
K 1199
LVC 40.00
+
N
1+00
0.71% -
LOW PT. STA 2+33.71
LOW PT EL 5005.27
as -
EXISTING GRADE
AT SHOOFLY CENTERLINE
PVI STA 2+73.71
PVI EL 5005.55
K 22.71
LVC 80.00
ei
N
I-
S
II
w
J
W
! .s • - • •cipRoFILE
GE LAYOUT DETAILSI
M•
L=81,69
R'= 75.00'
470713•
ChE1=S67 03257E
CM.= 59.96' ,
PT 4+5t$
N,24 8$4 " : y,
E 1 QdS69 %3
VROTEDT EXISTING DCP GAS LINE
IfF't7LACE (REFER TO SHOOFLY
PP ^F AND 'Fury PLAN)
PROPOSED TEMPORARY
CONSTRUCTION EA -SEMEN L 0.59
i R=150 CC
. t.41.4E
$ 22463' 5.7+9
r E 1984 8 .1r_
�V• —
N8g'2237•E
5+OQ
N
c 108.4 SHOOF
ROW ROW
WCR 2.5
41 COMPLETED TO A DEPTH OF 3, 4
'JNTERED GRCtiND WATER
ING DCPGASLINE �ROW
NOT FOUND
20' NON-EXCLUSIVE
'7 PIPELINE EASEMENT
EC W4052486 / DATE 10-08-2014
DCP MIDSTREAM,
•2657'30-
ariB $22:-'08'43:.
L'l'1L'Sy 5=
LOW PT. STA 4+19.29
LOW PT EL 5009.47
PVI STA 4+39.30
PVI EL 500972
K19.38
ae•LVC 40.00 m o
Teri
,g o
n n u n
a
> J
W
4.23% /
/
—
U TOP OUTSIDE OF H -PILE CAPE
BOTTOM OF GIRDER
STA 3+65.82/ELEV=5007.Q
W
et
0
a
a
a
2+30
3+00
4-
/
/
1
/
1.25'KI
/
w
LOW PT. STA 5+08 12
LOW PT EL 5012.00
.34
9 3121°
I STA 5+28.1
PVI EL 5012.66
K 23.22 N
g LVC 40.00 0
w
-J
w
C;
5.04%_
u) 4 4- 114:11116 -
CENT ERLINE
0
ROW -GP� ROW
SG P:: '
Q\GI
J
w
EXISTING
CCP GAS UNE
172.72' (FROM STA 4+62.82 TO STA 6+35.541
PROTECT EXISTING PCP GAS LNIN PLACE
/
TOP OUTSIDE OF H -PILE CAP/
BOTTOtOE Ca1BDER
STA 4+05.84IELEV=5007.5
HIGH WATER
(HEC-RAS g 100 CFS) L PH -2
ELEV =5006.05
PR,ECTED LOCATION-
-OF DCP GAS LINE
(DOES NOT FOLLOW
CENTERLINE OF
PROPOSED SHOOFLY)
1
L
i
R=150.00'
=26'51`05 j _
c1 52,317E
7+OO I ROW• RO
- ---- 1.—.r 7+088
N=246.76-5.27
Ez1S8 614.89
dt7M ROW— ROW
HORIZ. 1" = 50'
VERT 1" = 5'
\ 0.50%%
_-'"STA 7+08.41
EL=5017.75
(MATCH]
HIGH PT. STA 8+60.45
HIGH PT EL 501L51
PVI STA 6+20.45
PVI EL 5017.31
K 17.64
LVC 80.00
11
a.
r
O
N
8
PROP=5011.73
EX=5013.48
PROP=5013.76
N
r
r
Ce
5+00
6+00
7+00
5015
5010
5005
5002
Computer File Information
Creation Date 8/19/2020
lr' els
Last Modified Data. 7/25/2021
Intals EAG
FJ Pap+ U1PROJECTS DES4WAK21 ROAD CLOSURE 204MCR 2.5 TO 29 TO
21PRODULTIWIOCMOS
Draw•g Fie Na'* WCR 2.5_2 5-27A BRIDGE DWG
AutoCA) Verson
2019 Scale AS NOTED Units Engisri
Index of Revisions
Comments
sic
WELD COUNTY
As Constructed
Aitit
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY. CO. 80637.0758
PHONE (970) 356-4000
FAX (970) 304.6497
•.c Rev+sions
BRIDGE 2.5/27A REPLACEMENT
SHOOFLY PLAN & PROFILE
Project No./Code
3evesed
Vold
Detaler E GRE-'.
Sheet Subset
BR -124
Sheet Subset
Sheet Number 3 of 13
STA 17+56.7579.35' L
N==46, 778.63
8.63
E=197 368.0:3
17+00
6X4 Cisk)
far-ROve Fr ROW
?y �`
6
�1P•
J
c sr�PROTECT EXISTING
P CENTER -EAST 1/113
SECTION CORNER
MONUMENT IN PLACE
5020
5015
5010
5005
1.26°
/
/
/
/ /
-
// / \NEST EDGE OF
-- /'tROP'',,,,SEDHPAAPAVEMENT
---/
/
/
/
/
/
a 4CiJW ee41, -7-
IIPlOPOSED EDGE OF
GRAVEt_'TRANSITION (TYP.)
INTERIM CONDITION)
I I. �3 sJSk
PVI STA 17+50,00
PVI EL 5006,81
K 115.00 0
o�Q' LVC 78.40 m�
iT SIIGH PT. STA 17+89.20 8
r l' HIGH PT a 5007.03
NEAREST EDGE OF
PROPOSED SHOOFLY
STA 18+34.73
ELEV 5006.46'
PROPOSED GRADE
AT WCR 2.5 CENTERLINE
PROP EC TYPE 3
W -BEAM •GLIAi+'tiR*
BRIDGE APPROACH r
19+00
G1
4'�J
Pr -ROW Pr ROW
STA. 19+25.94/0.a0'�•---#44"-w
N=243 77084
E-198 137,31
;00.17
PVI STA '19+00.00
PVI EL 5007.67
K 115.00
LVC 163.78
LOW PT. STA, 18+18.11
LOW PT a 5007.20
INTERIM GRADE
TRANSITION
BETWEEN EDGE
OF ASPHALT
AND INSIDE EDGE OF
TEMPORARY SHOOFLY
(FIELD VERIFY)
20 -
PROPOSED
ROW LIr':E
r a.�
' ROW --
..!1-• CO
- EXISTIMJG BRIDGE
(20 FT LONG X 22 FT VWDE)Yl. RUwco— _ RO+Y—--Y.ROW-- _
4y Z'-
P
)POSED BRIDGE
FAGF,TNU X 34 FT WIDE) PRUTECr E ISTIN J
t
TO BRIDGE A- PROPERTY ;ORMER
LAY DETAILS) MONUMENT IN PLACE
01l-
mre)
co 0
+0
OI La
r II
>
f- LLI
CL
w
— WEST EDGE OF
PROPOSED HMA
PAVEMENT
BRIDGE APPROACH
STA 19+25.94
ELEV 5008.32'
C re
2
to
-07
w
a a,in
a
�¢ —
X I- to <
wrn wai
` _ —
(-4-- __ _ — TOP OUTSIDE OF H -PILE CAP/
- - - Bch -TOM OF GIRDER
------ ---------------
------
EXISTING GRADE-' STA. 20t1Q.94IELEV=5007.75
AT WCR 2.5 GFNTFR
It)
ii
X
w
0
II
a
0
0)
N
C
0
X
w
PROP=5007
EX=5006.56
PROP=5007.43
C
IG
0
X
w
GI CN O
Irl
+ 0
N
N 11
>
a_ LL
>w
1.05%
'J
4.3
C
a ,. .(
PVI STA 21+00.00
P PVI EL 5011.67
�_� K115.00
j LVC 109.23 c a HIGH PT. STA 21+54.52
' = HIGH PT EL 5012.24
ww3
z
ag+
EAST ECCC3E CF
F 2CO EDHIVA PAVEMENT
BRIDGE APPROACH
G
R7 4• 27—•--.�v --
22+00
P'1W G"'W ROW kuW F.7'-
a.-OsED EDGE OF
-STA 21'+51.17,0:00'- ,'AVEL TRANSITION (TYP)
N=246 772.33 INTERIM CONDITION)
fE=198,332.53
#-Ow — ROW • slow- — pow — ROW ;-•- cow
V '
•;.nfi
EAST EDGE OF
PROPOSED HMA
PAVEMENT
BRIDGE APPROACH
STA 21+51 17
ELEV 5012.21'
•
ryr
rf STA 24+03.34; 111.1
i'246:'186.2'
III
yy_ _ 24-q' '(
TOP OUTSIDE OF H -PILE CAP/
BOTTOM OF GIRDER
STA 20+40.94/9LEV=5008.35
HIGH WATER
ELEV.=5006.11
(NEC-RAS @ 100 CFS)
20' NON-EXCLUSIVE
PIPELINE EASEMENT
#4052486 r DATE 10-08-2014
iDCP MIDSTREAM;
cO
0
z¢
CO rn rn
8
8
PVI STA 23+00.00
PVI EL 5013.77
K 115.00
LVC: 288.22
LOW PT. STA 21+55.89
LOW PT EL 5012.26
INTERIM GRADE
TRANSITION
BETWEEN EDGE
OF ASPHALT
AND INSIDE EDGE OF
TEMPORARY SHOOFLY
(FIELD VERIFY)
X20^111 Rc' -
HORIZ 1" = 50'
VERT 1" = 5'
5020
NEAREST EDGE OF
PROPOSED SHOOFLY
STA 23t25.67
ELEV 5015.43'
21+00
22+00
23+00
0
In
O
a
18+00
19+00
Computer File Information
Creation Date 8/19/2020
Initials EAG
Last Modified Date 7/26/2021
Initials EAG
FA Path )11PROJECTS DESICWtRAILROAO CLOSURE matvicR' S y0 10 r0
2WRODucr10N DWG&
Draw nig Name WCR 2.5_2.5-27A BRIDGE.DWG
AutoCAD Version
2019 Scale AS NOTED Units _-clsr
Index of Revisions
Date
Con -rents
Initials
20+00
WELD COUNTY
As Constructed
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY, CO. 80632-0758
PHONE (970) 356-4000
FAX (970) 304-6497
No RevLsions
Revised
Void
BRIDGE 2.5/27A REPLACEMENT
WCR 2.5 PLAN & PROFILE
Jes&finer E GREEN
Detailer E. GREEN
Sheet Subset
Sheet Subset
5015
5010
5005
Project No./Code
BR -124
Sheet Number 4 of '
SECTION A -A (EXISTING PERMANENT BRIDGE)
(1 INCH=20 FEET)
PROPOSED PERMANENT BRIDGE HORIZONTAL CONTROL
PROPOSED
ROW LINE
INSIDE END
# OF WINGrbALL
ST/, 20+26.03C-5 _5 L
,N=2 °-.86
Pr -ROW Pt -ROW . ir- Of > 10r TO
INSIDE END OF
ASOT RFENT H -PIS CAP \
ST_: •25.81/1r.00 _
.=^.P5'ky
OUTSIDE FACE_ OF H -PILE CAR AT
;ENTERLINE C F PROPOSED ROAD
STA "tit? 0.9410.00'
t;7:46 771 .,1
227.. .i) 2900
_ &'.END-
OF WINCW/ALL
STA 19+82.98/20.07' R.
N=246.751,28
E=198.194.52
Row
I'4=246, 753,A-
• E=13820a 34 ,
=.CEF•:"ERLINE
20+04.03/27.00' R
N= 245 744 55
=198. :3
C,
90*
30.0'
r• CENTERLINE
STA '0*4'i 9!_127;0O.:=
N= 246 79$$4
E=198.2138.97.•.,
Pr POW ..
-PnrROW.
r1tJS≥
.,c VAN 1/VALL
3' A 4.95121.2? L
'a=246,7338
._=198 27D;0Q
Pr
RESIDE EPIC. OF
ABUTMENT H -PILE SAP
STA 20+54.09/17.53' L
N=.2416 78952
c=1''?__.52.1
v— OLiT'tER FCCTPRRAI
)r ExictTlt C; t3RiD
w
INSIDE END
OF VIINGWALL
STA $20 4-25.30/28,05 R
tI=2-o 745,09
E=198 237.49
3.0+40.94/0.00
.?8
;0
Row ROW
INSIDE END OF
ASLJTMENT H -PILE CAP
STA 20+26.07/17.00' R
N9'245 7'3415
E?198.237.59
ROW ,
0
NOTES
1. THE EXISTING BRIDGE WILL BE COMPLETELY REMOVED INCLUDING COMPLETELY PULLING ALL STEEL H PILING
ABUTMENTS OUT OF THE GROUND. IF ANY PORTION OF THE STRUCTURE BREAKS DURING REMOVAL SUCH THAT
PORTIONS NEED TO BE LEFT IN THE GROUND, THE DEMOLITION CREW SHALL REMOVE ALL PORTIONS OF THE EXISTING
STRUCTURE TO A MINIMUM OF 2 FT BELOW FINAL MINIMUM CHANNEL ELEVATION
20
40
1 Feet
HIGH WATER
ELEV. =5006.22
(HEC-RAS fl 100 CFS)
WEST TOP OF H -PILE CAP /
BOTTOM OF GIRDER
ELEV. =5007.75
EEBOARD=
LL
EAST TOP OF H -PILE CAP /
BOTTOM OF GIRDER
ELEV.=5007.75
13.3'
BOTTOM OF EXISTING CHANNEL
FLOWLINE ELEV.=5003.5
(SOUTH/HIGH SIDE)
SECTION A -A (PROPOSED PERMANENT BRIDGE)
(1 INCH=20 FEET)
HIGH WATER
ELEV.=5006.11
(HEC-RAS @ 100 CFS)
WEST TOP OF H -PILE CAP /
BOTTOM OF GIRDER
ELEV. =50O7.75
INSIDE EDGE OF 18" THICK
CONCRETE ENCASEMENT (TYP.)
HP 10x57
H -PILES DRIVEN
TO REFUSAL (TYP )
2.0' MIN. (PIP.
W 14x74 GIRDERS g 30' LENGTH
EAST TOP OF H -PILE CAP /
BOTTOM OF GIRDER
ELEV.=5008.35
HP 10x57
H -PILE CAP (TYP.)
0.42' MAX (TYP.)
BOTTOM OF PROPOSED CHANNEL
FLOWLINE ELEV.=5003.5
(SOUTH/HIGH SIDE)
Computer File Information
Creation Date 8/19/2020 Initials EAG
Last Moiled Date: 7/25/2021 Initials EAG
Fui Path V SPROJECT5 DESIGNRAIL ROAD CLOSURE 202NWCR 2 S TO 1970
%PRODUCTION DVGS
Draw rig File Nate WCR 2.5_2.5-27A BRIDGE DWG
AutoCAJ Version 2019 Scale: AS NOTED Units Engish
Index of Revisions
Cc rncr:s
WELD COUNTY
As Constructed
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY, CO. 80632-0758
FX(970)
PHONE (97) )� 000
Revisions
BRIDGE 2.5/27A REPLACEMENT
PERMANENT BRIDGE LAYOUT DETAILS
Project No./Code
Revised
3:esign.e• E. GREEN
Void
Detailer E GREEN
BR -124
Sheet Subset
Sheet Subset
sheet Number 5 of 13
N
PROPOSED TEMPORARY BRIDGE HORIZONTAL CONTROL
N
N
'a4
E=1'58 2 5
Pr —ROW
,
N
9
4144
INSIDE END OF
ABUTMENT PILE :AP
STAB .12/12.19'
N=246.868 50
E=198.303.0
yn
INSIDE END OF
ABUTMENT PILE OAP
STA 4+05.95/11 73 L
N=246 34�t1 4-
E=19812P
N
N
Is: —ROW --- Pr —ROW
0 20 40
Feet
SECTION A -A (PROPOSED TEMPORARY BRIDGE)
(1 INCH=20 FEET)
HIGH WATER
ELEV-=5006.05
(HEC-RAS ® 100 CFS)
WEST TOP OF H -PILE CAP /
BOTTOM OF GIRDER
ELEV.=5007.00
EXISTING GROUND (TYP.) J /
HP 10x57
H -PILES (TYP.)
w
tY
LL
W 14x74 GIRDERS fa 40' LENGTH
BOTTOM OF EXISTING CHANNEL
MIN. FLOWLINE ELEV.=5002.7
(NO PROPOSED GRADING
MODIFICATION OF CHANNEL
WITHIN FLOW AREA)
EAST TOP OF H -PILE CAP!
BOTTOM OF GIRDER
ELE V. =5007,50
HP 14x145
H -PILE CAP (TYP.)
Computer File Information
Creation Date 8/19/2020
Initials :AC
_as; 'Uodrfied Date. 7/26/2021
Initials EAG
FLAN Path M iPROJECTS CESICtJ RAII ROAD CLOSURE 1f119tWCR 2 STO 29 TO
21PRDbUCTI0N [Wilts
Draw ig File Name WCR 2 5_2.5-27A BRIDGE DWG
AutoCAJ Version 2019 Scale AS NOTED Units English
Index of Revisions
ThIn
Comments
WELD COUNTY
As Constructed
PUBLIC WORKS DEPART MEN I
1111 H. STREET
P.O. BOX 758
GREELEY, CO. 80632-0758
PHONE (970) 356-4000
FAX (970) 304-6497
No Revis ons
BRIDGE 2.5/27A REPLACEMENT
TEMPORARY BRIDGE LAYOUT DETAILS
Project No./Code
Revised
Des;gner E. GREEN
Void
Detailer E. GREEN
BR -124
Sheet Subset
Sheet Number 6 of
17+00
`:a ': =4.--1Nt•615
PROVIDE +1- 30 LF OF TEMPORARY
17 CMP CULVERT FOR EXISTING IRR. DITCH
(FIELD VERIFY AND MATCH EXISTING `c
FLOWLINE ELEVATIONS) •
i
6.41
HIGH POINT
ICI a.
3+00 'mac ...."y 5./
S
i 5.13 �}�m�.'L.�6 7:� d 35 J 4
41 ` LOW POINT ' 50- d �
�VC4
�� (MUCH) Ca
/X /
ic
i j 7x75
/ / / t.j a (MsktCH I
19400
7.64
Pr ROW Pi -ROW T
(MATCH)
7.26
(MATCH)
8.
NOTES
1.
PROPOSED GRADING ALONG THE TEMPORARY SHOOFLY IS TEMPORARY.
FOLLOWING COMPLETION OF THE PERMANENT BRIDGE REPLACEMENT AND
OPENING OF THE PERMANENT BRIDGE TO THE TRAVELING PUBLIC, THE
TEMPORARY BRIDGE AND SHOOFLY SHALL BE REMOVED, ALL GRADES RETURNED
TO THE EXISTING GRADES SHOWN HEREON, AND THE EXISTING DIRT IRRIGATION
DITCH AT STATION 2+74 RE-ESTABLISHED.
2 ONCE GRADING IS COMPLETED FOLLOWING REMOVAL OF THE TEMPORARY
SHOOFLY, ALL DISTURBED AREAS SHALL BE SEEDED UTILIZING A SEED MIX
SPECIFIED BY THE LANDOWNER.
3 CHANNEL GRADING TIE-INS AT THE PERMANENT BRIDGE WMNGWALLS SHALL BE
FIELD VERIFIED. SMOOTH GRADING TRANSITIONS FROM UNDISTURBED CHANNEL
BANKS TO THE WINGWALLS SHALL BE CREATED.
4. ONE LAYER OF 9 INCH SOIL RIP RAP ON MIRAFI FW300 GEOTEXTILE SEPARATOR
SHALL BC PLACED ALONG TI IC CI IANNCL GRADING TIE-INS WICRC TI IC SLOPE IS
STEEPER THAN 3(H) 1(V) AND BELOW THE HIGH WATER ELEVATION.
SOIL FILLED TURF REINFORCEMENT MAT (TRM) SHALL BE PLACED ALONG THE
CHANNEL GRADING TIE-INS WHERE THE SLOPE IS STEEPER THAN 4(H) 1(V) AND
ABOVE THE HIGH WATER ELEVATION. ALL SLOPES RECEIVING TRM SHALL NOT BE
WEED BURNED BY THE DITCH COMPANY FOR A MINIMUM OF TWO (2) YEARS.
6 WHERE SOIL IS DISTURBED BEHIND THE PROPOSED WINGWALLS FOLLOVVING
CONSTRUCTION AND BACKFILL, THESE AREAS SHALL RECEIVE SOIL RETENTION
BLANKET (SRB) AND SEEDING
S.
a 7.63
rrrnrn MATH) et,
1 ' 39
PROPOSED PERMANENT BRIDGE WINGWALL GRADING
TCE ?<— ;C 'TCE -'TC1
w00
(MAXt3-I)
8.00
MATL•I)
c(zit0 LF CROSS (3RADE7RANS1TION
BETWEEN TYPICAL,CROSS SECTIONS
FROM STA 4+11.7/ TO STA 4+51.74
\ I
ROW --4rrv.yW--1�
5+00
C
-A -3 r -'
E(444.-3.
66
WO-- ROW ROW ROw - ROW
22+00
7•
15.r\//r8$..>r CH) 4T, ROWtI �tHOJw -�- 0� j ( R� - •7Ow
r -ROW Pr— ROW—•AOW—+t---)4Pr ROW
7.75
0 20 40 TOP OFUYW NNGLI
s1
TOP OF MNGYJA&
7.75
TOP OF WINGWALL
7.71
7.71
jnffli Feet
7.75
3.50
TOP OF WNGWALL
1.50
4.0111
3.75
+ 6.2s
4.524.03 L3.75 3.Sr_
,J
1 w — -..-- -/-- • - 16.35 - �-.
4CW "r ROW ROW ROW
8.34
3.50
1—r W
44
r3 43
`3.23
14.22
Pr- j
5.35
TOP OF VNNGWALL !�
-7.35
'OP OF WINGWALL
/ ,�
i
4-
r 6.00
41 6 0
T 1
ROW ROW
ROW
I'
23a
CSIC
c —
—A —4
ROW ROW — ROW
50
100
Feet
—
, • e4) 9 9Z1W COG
.'rr ?ethyl ROW RO
�r7+05
• -_x ,-. x —x _K
Row—7Row ROW ROW
ROW
Computer File Information
Greaten Date 8/19/2020 Inroals EAG
Iasi Moiled Date 7/260021 Initials EAG
Fug Path, Y WPROJECTS 0ESI61twAO ALROC1OSURW E 2020CR 2.5 TO 22 TO
2PR000CTIClI DVY66
Draw.g File Name WCR 2.5_2 5-27A BRIDGE DWG
AutoCA.) Version 2019 Scale: AS NOTED Units English
Index of Revisions
Date
Comments
Initials
WELD COUNTY
As Constructed
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY CO. 80632-0758
PHONE (970) 356-4000
FAX (970) 304-6497
No Revisions
BRIDGE 2.5/27A REPLACEMENT
GRADING PLAN
Project No./Code
Revised
•
Void
Designer E GREEN
Detailer E GREEN
BR -124
Sheet Subset
Sheet Subset
Sheet Number 7 of 13
es
G Q\
ROPOSED TEMP. POWER POLE
STA 17+96.98/1,73' R
N=2_46 767.95
E=198.008.36
I:. CENTER -EAST
1/16 SECTION CORNER & PROPERTY
CORNER MONUMENTS IN PLACE
— Pr —ROW Pt ROW
cfr <Q51-
2`-1
Q \5P FUTURE RELOCATED
UNITED POWER OVERHEAD
ELECTRIC & LUMEN
UNDERGROUND TELEPHONE
SEPARATE ROADWAY PROJEDT)
/
7
/ j /s
/f
/ /
/ / / / • $4
/ / ONCE ABANDONED SY LUMEN.
/ / REMOVE LUMEN UNDERGROUND
i/ / TELEPHONE TO A MINIMUM OF 5 FT
/ BEHIND PROPOSED BRIDGE ABUTMENTS
/ (BY WELe..O.t DITY CONSTRUCTION :'REWSi
'> t: -u... ...F.. . Pr slCW -.
RCN Tow =L....1r Rowan
�— ---- REMOVE EXISTING 19+00 UNDEF 3PC' !N'
I - PO R POLE >?E
PROPOSED POWER POLE
ry STA 19+0'2.64/32.50' R
N?245 738.1 3
E=198,114.30
yC4Yr -- --yv`"T.
PROPOSED REL ✓
UNIT."�
OVERHEAD --
LUMEN UNDERGR(LUPQUI
i STA 139 4/17
PROPOSEC POWER POLE
STA 18+00 50/:32.50 R
H=246,737.21
E=198.012.'6
N
PPOTE ct EXISTING
POWER POLE IN PLA7
EXIStIn
UNITED Pb
OVER :;}k
ELEf+c;
• Pr ROW i...
PROPOSED
RPCYE
'",4 20+4/37.50 R
N-243 739 7
E --1g6 252.51
N
?' +00
h
N
Pr -ROW
POCKET EASEMENT
TO BE ACQUIRED BY
UNITED POWER FOR
.SIDEWALK' GUI
'.EMOVE EXIST'.';
TELEPHONE PEL •:.. - RID*pd r^^i?Cf EASE','...
Tb 3E ACQUIRE L;
UNITED POWER FOP
SIDEWALKGUY.
-
G •
X1STINC
C
i
PROTECT EXISTINC i?C
GAS LINE IN PLAGJ:
(REFER TO SHOOT :.
PLAN & PROFILE;
D ROW ?CW Res PO* '—} -- A O..
22+00 23+002410
POPERTY CORNER -
MONUMENT IN PLACE
ROW - Row ROW — ROW
RELOCATED
ERGROUNDTELEPHONE
20' NON-EXCLUSIVE
PIPELINE EASEMENT
F'f 44052486 / DATE 10-08.2014
(DGP MIDSTREAM)_,
ROVE
R!'ri ': ROW •• R; ri' .. RD
r 1
\Q YP )'
4r Q\G�
r5
- ROW
NOTES
UNITED POWER AND LUMEN UTILITY RELOCATIONS MUST BE COMPLETED NO LATER THAN 10/312021.
UNITED POWER AND LUMEN ARE RESPONSIBLE FOR APPLYING FOR INDIVIDUAL CROSSING PERMITS FROM FULTON
IRRIGATING COMPANY, AND PRODUCING SEPARATE RELOCATION PLANS AND PROFILES AS NECESSARY FOR
APPROVAL AND ISSUANCE OF THESE PERMITS
0
50
100
Feet
Computer File Information
Creation Date 8/19/2020
in. t'�aIS EAG
_ast Modified Date: 7/26/2021 Indiels EAG
Fulpath VPR0JECTS DESIVORMILROADCLOSURE20201WCR2STO20TO
1 PRODUCTION DINGS
Drawng File Name WCR 2.5_2.5-27A BRIDGE. DWG
AutoCAJ Version 2019 Scale: AS NOTED Units English
Index of Revisions
Comments
V 7 a
WELD COUNTY
As Constructed
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY. CO. 80632-0758
PHONE (970) 356.4000
FAX (970) 304-6497
No Revs,ons
Revised
Void
BRIDGE 2.5/27A REPLACEMENT
UTILITY PLAN
Project No./Code
Designer
E GREEN
Detader E GREEN
Sheet Subset
BR -124
Sheet Number 8 of 13
Pr -ROW
r -
--4 ' -A -a
KW. Lyra Lib LJ • Eti:. -
pow ROW R new
WCR 2.5
REMOVE •1- 150 LF OF EXISTING
BARBED'AIRE FENCE
Nub la
oo_2 _—_—
A
m 2
TOo
•
err.
a .. :)» Rgplf — ROW 4 - RCW-.....k- • SQW • ROic'
1
vf
cot, a
a*
CONSTRUCT X1-140 _F OF
PERMANENT 3 -STRAND
BARBED WIPE FENCE
ALCeIG ROW LINE
DNS
ro
24' P
:Or4STRUCT DOUBLE 17 WADE
TUBE SATE QN.STEEL POSTS
r'FARMASTER'NG VALLEY
HEAVY DUTY OR EQUIVALENT)
(PROVIDE CHAINMEY LOCK)
1(7'
EM/AR/
MENT
FOC �- ELX; -�
POCKET EA
TO BE ACOU
UNITED
Computer File Information
Index of Revisions
WELD COUNTY
LF OF
AR? •'2 ENCE
ALONG ' LINE
VE AT END OF PROJECT
EAVE IN RACE AT DISCRETION
OF LAI IDOVNdER)
S.
OF "HE PERM 'SENT BARB'MIRE ALONG THE SOUTH ROtE OF Wei 2.5
ALL BE COMPLETED BY WELD Co' WORKS CONSTRUCTION CREWS OR -
IOR TOkTHE BEGINNING OF UTIL • ATIONS. A Y FOR TH;GATE LOCK SFt C).
IVE_ pla TWO KEYS SHALL BE PROVIDED TO GEORGE DONALD WITH FULTONYRRIGATIr4
ft SING AND LOCKING 7HE GATE. 'GEORGE MCDONAL Y BE CONTACTED AT (803) 915.61
ION OF MPORARY SNOW FENCE EAST OF THE FULTON DR ALL BE COMPLETED BY WELD
WOSS ONSTRU,tTION CREWS. OR THEIR SUBCONTRACT PRIOR TO THE BEGINNING OF UTILI
MPORARY .SNOW FENCE MUST BE'CONSTRUCTED S A$7:Ititi CONTAIN MEDIUM TO LARGE SIZED
SIDENCE. 7 9r
HE ESTING ACCESS POINT FROM PICKELL PROPERTY S L BE't 4PLETED BY WELD COUNTY PUBLIC
StRUOWN CREWS PRIOR TO THE TEMPORARY 9HOOPL IN.; OPINED TO TRAFFIC.
Date 8/19/2020
I�tals EAG
_as 4oc:`tec Date 7060021
F A atn Id 1M OIECTS GESIONIRAR ROAD CLOSURE 102cWCR 2.5 TO ?i TO
S MOG:ICTIM OWGS
Draweng =ie Name WCR 2 5_i 5-27A BRIDGE. DWG
Initials EAG
AuICCAD Version 2019 Scale AS NOTED Unts
English
11,
r
r
IDC
(
WOOD PICKET FENCEr,ATE Pp
RCMOVC AND RCSCT
EXISTING MAILBOX
' REMOVE 4. 90 IF OF EXISTING
Lo
REMOTE AND SAVE
16 TUBE GATE RANE
. ELSE 7. . R_ .\ _RNE
Q WOOD PICKET FENCE/GATE POSTS
'egitrAt ... =tar X' fr itiC 11IM
w ROW ROW ROW
I
u I
- RUW ` ?RONf---t--- ROM ROW
100
RESET DOUBLE 16 WIDE
TUBE GATE ON NEV! PCS'S
ATTACH TEMPORARY
SNOW FENCE AtbCiNG FILL %MOTH
OF EACH T' TE PANEL
iREMOVE AT PROJECT
OR LEAVE IN 4, DISCRETION
OF LANDOWNER) es
0
r
1
'A t
CONSTRUCT ti -TD LF OF
TEMPORARY SNOW FENCE
ALONG ROW LINE
(REMOVE AT END OF
OR LEAVE IN PLACE A
CF LANDOWNER)
30
60
Feet
V)
'-'w
WIQ
ION.
PERMANENTLY CLOSE
EXISTINGACCESS
' WITH 5 - TYPE 7 CONC.
BARRIERS ;BY WELD COL
i CONSTRUCTION -.REVVS)
(USR20.006 - REC. NO. 467.2
DATE 01/20/2021)
q -N\
20' NON-EXCLUSIVE
PIPELINE EASEMENT
#4052486 DATE 10-08-7014
(DCP MIDSTREAM)
�G s
tt
o'
zu
w
W ° r!:
• � W 0 ¢¢L
LU
W • p r
Q.v-
--
- • 0
S
1
Date
ais
As Constructed
PUBLIC WORKS DEPARTMENT
1111 H, STREET
P.O. BOX 758
GREELEY, CO 80632-0758
PHONE (970) 356-4000
FAX (970) 304-5497
No tevton*
devised
.®
BRIDGE 2.5/27A REPLACEMENT
CHAVEZ REMOVALS. FENCING. & ACCESSES
Project No./Code
:Des,gner E. GREEN
Deader E GREEN
Sheet Subset
Select Suoset
3R-124
Sheet Number g of 13
.c cis
Cx
AEUOv[ +'-1"0 LF OF EXISTING
BARBED WIRE FENCE.
CONSTRUCT PERMANENT 3 -STRAND
BARBED WIRE FENCE IN SAME
LOCATION FOLLOWING REMOVAL
OF TEMPORARY SHOOFLY
ROW
E<I:n 7G
(REV
( : E/STORE
E--- MR. SHOOT:
FOLLOWING P )V,A
PRi 1 I - - _F OF EMPJRs•'
12" „MP CULVERT ' J-i EXISTING IRR. Or :-•
(FIELD VERIF t• AND MATCH EXISTING
FLOII1LINE ELEVATIONS)
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
REMOVE +/- 40 LF OF
EXISTING DILAPIDATED
BARBED WIPE FENCE
/ �'/ /
/ /
/ /
/ /. / /
CONSTPLOT �!tS L5.4F PERMANENT
3aSTP,AhD APBED'WIRE FENCE
/ ALOt ROPOSED ROW LINE
(LEA /E.+1- 35 /LF r2PNIP E1G FOR EXIST.:ACO.ESSi
/ /
/ /
/ pp .- /
1
/
/
/
��/ /
] «r
Pr -ROW Pr --ROW
P,9)
�
0�+\P
\5 •
NOTES
2
ROW `FROM
REMOVE +1-2 LFOF
EXISTING BARBEL'
WIRE FENCE
::w a •-�- eta).. �.
PROPOSED
RIGHT-OF-WAY
Pr -ROW 42E :.
ATTLE GLARE ' , A -E
ONSTR .
I/SAME
TEM�
I
C-N.STRLICT TEMPORAR
':? WIDE TUBE GATE F
ANCOWNER AND F
IRRIGATINGtITCH. °(".."G':
(REMOVE FOLLOIl IG'
OF CATTLE GUAR
M�:C_ :<ISTING
(1).
0"
sct
'PROTECT EXISTING
DIRT IRR. DITCH IN
PROTECT -EXISTING
HEAD GATE IN -PLACE
r . cs
REMOVE EXJSTi':
ABANDONED
FOLLOWING COMPLETION OF THE PERMANENT BRIDGE REPLACEMENT AND OPENING OF THE PERMANENT BRIDGE
TO THE TRAVELING PUBLIC, THE TEMPORARY BRIDGE AND SHOOFLY SHALL BE REMOVED. ALL GRADES RETURNED
TO THE EXISTING GRADES SHOWN ON THE GRADING PLAN, AND THE EXISTING DIRT IRRIGATION DITCH AT STATION
2+74 RE-ESTABLISHED.
ONCE GRADING IS COMPLETED FOLLOWING REMOVAL OF THE TEMPORARY SHOOFLY. ALL DISTURBED AREAS
SHALL BE SEEDED UTILIZING A SEED MIX SPECIFIED BY THE LANDOWNER
Computer File Information
Creation Date 8/19/2020 Initials EAG
Last Modified Date: 7/26/2021 In:Uals EAG
FLA pat" MIPROJECTS DESICWIRAllROAD CLOSURE )O2O1WCR 25 To 26TO
2W Rooticlla4 DWGs
Draw ng Fie Name WCR 2.5_2.5-27A BRIDGE. DWG
AutoCAD Version 119 Scale: AS NOTED Unit Enghsli
Index of Revisions
Date
Comments
I�'.alti
r
�' - ROW .—:•. + Pr ThROW
EXISTING BARBED
WIRE FENCE
-.<tav P 'w 48944 •• -mow- 1
0 100
icon a adFeet
WEST END OF
TEMPORARS
FENCE (TOP OF
DITCH BANK)
r
CONS
3-STRANDBARBED `1.1 r
CONSTRUCT ti -250 LF OF TEMPORARY 3 —STRAND
BARBED WIRE FENCE PRIOR TO CONSTR'..C ICI
OF TEMPORARY SHOOFLY (REMOVE FOLLCv'.I!:c:
REMOVAL OF/TEMPORARY SHOOFLY ROAD &
CONSTRUCTION OF PERMANENT ROW FENCE)
CONSTRUCT +>.fi5 LF OF PEP MA;IF' iT
3 -STRAND BARBED `hiRE FE.I CE
ALONG PROPOSED ROW L.lNE
:LEAVE +/-.7: F CPE':1t4G FOR EXIST. AC :ESS)
5+30
- _F OF
E-<ISTIN•3 BARBED
s^IIRE FENCE
5+00
ROW ----- ROW ROW ROW - — ROW -
C
WELD COUNTY
As Constructed
A -
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY. CO 80632-0758
PHONE (970) 356-4000
FAX (970) 304-6497
ao Revs,ons
N
EAST END OF
TEMPORARY FENCE
i[1E• JEXIE1rtaFECLEL.
(............ '.."0 ' ROW---`---RMOVE -LF OEXISTING
BARBED WIRE FENCE.
CJt(S T R'_ICT PERMANENT 3.-STRAI ID
BARBED WIRE PENCE IN SAME
OCATION FOLLOWING REMOVAL
;ThE -rrMPriPARY SHOOFLY.
BRIDGE 2.5/27A REPLACEMENT
PHELPS REMOVALS FENCING, & IRRIGATION
Revised
Void
Designer E. GREEN
Detailer E. GREEN
Sheet Subset
-ect
Project No./Code
BR -124
Sheet Number 10 of 13
POINT TABLE
POINT TABLE,
POINT #
NORTHING
EASTING
DESCRIPTION
POINT #
NORTHING
EASTING
DESCRIPTION
198,362.70
•
1000
246.767.29
198,018.19
TYPE 1 DEL STA 18+06.80 / OFFSET 2.47 RT
1007
246,766.01
TYPE 1 DEL STA 21+51.28 / OFFSET 6.87 RT
ing
1001
246,765.72
198,038.03
TYPE 1 DEL STA 18+26.63 /OFFSET 4.23 RT
1008
246,767,23
198,381.95
TYPE 1 DEL STA 21+70.54 / OFFSET 5.83 RT
t.
30
r•\ yT14.
-
1002
246,764.15
198,057.88
TYPE 1 DEL STA 18+46.46 / OFFSET 5.98 RT
1009
246,768.45
198.401.20
TYPE 1 DEL STA 21+89.80 / OFFSET 4.78 RT
+/
Jr:JC
� t*'
1003
246,762.57
198,077.72
TYPE 1 DEL STA 18+66.28 / OFFSET 7.73 RT
1010
246,769.67
198,420.45
TYPE 1 DEL STA 22+09.06 / OFFSET 3.73 RT
J 1301
3Q0 FT +1• EAST OF P.2-11
30\/4L
.. �4 t =• t.i-r d«^.^.4---• •
198.439.70
1004
246,761.00
198,097.56
TYPE 1 DEL STA 18+86-11 / OFFSET 9.49 RT
1011
246,770.89
TYPE 1 DEL STA 22+28.33 / OFFSET 2.69 RT
W1-5 ;30)LIMIT
1005
246, 759.42
198,117.40
TYPE 1 DEL STA 19+05.94 / OFFSET 11.24 RT
1012
246, 796.47
198, 428.51
TYPE 1 DEL STA 22+17.36 / OFFSET 23.00 LT
SPEED
'
1006
246,757.85
198,137.25
TYPE 1 DEL STA 19+25 76 / OFFSET 12.99 RT
1013
246,795.07
198,406.42
TYPE 1 DEL STA 21+95.26 /OFFSET 21.79 LT
.„\\
„..1.
30"\.
SPEED
,'
s . \ R! ieED—
i
/ ESTA rz«1 4
LIMIT
R2-1 '?,fi1
/1 // - a K ^ \ j! -- 'OFFSET. 24,0011
3 O
4`4 a ,.. T N
/// , �,'� f ^ STA 20+2E
,,• PROPOSED INTERIM GRAVEL
f' QFFSET '17.00' L Si:7- • OCT��`_
FrP nii`.. ROAD TRANSITION tTYP I
/i
,._+2°• t EOP r :° Fes`,
STA 94 .,I04
/ R2-1 (30) •11+- STA *02,25
...7" i �Er '5.00'I. STA 20+01.74
,-- apt. '
� z 3 '.11FESET 15. 3 L OFFSET 16.1"011-
F
OFFSET 1�i.QO'
f �L STRIPE = fir—ROw !w toe• r
' .f -E D3 Pr -ROWS Pc r ,y . Pr r, Pr ROgt —
STA 15+25 34 a, _,►2-^ PA -ROW
10.0'
,
t
1
'� CL STRIPE
�ss
T .J.7' i
n
r 5ET' 14 Q0
���t.
-
' '
�^18«`�
o
/
o STA 21+07.0l$�
/
E
I
i
•
,44 C70
Etk SE7 4.OU L
..
r(1 EOG
y
: w� _a..�
W ROW ROW 40
i0'H—
r ~..
.a - ' w --'./K-..--•. .v.
I"„,,
i �0'N 4C N RC'+/ . -
_
. � y
M
10.0' --. -- --"- —
--._. - 1 00 -
to
r,,
_
_
L STRIPE
a
STA 03
'20+48
,t T2.Oc::
, _
+
-
oo
'
o(,
ro
• 0
CL STRIPE N
STA 21+51.17
OFFS 16.40' l
2*0
4-2,11+00 L
fI 10
'"!1
' Ity210
�` T
r•
t,i
•• V _ 11 1 i .i
If ��
EOG X100 X
' ' '
' JJ
`�' "
STA 18+06.98 r
i
ST.M1 �i1. L
Iw-,
\�
STRIPE OFFSET 6-25 l
OFFSET 0.48' R 1PE n(..
'��
�--o .
STA 19+?5 94
PROPOSE{21N,r INTERIM GRAVEL OFFSET, 10.00' R
-,Ire
r;: ---RIPE 1 ,1 4 1 T c
4 S 0+38-36 STA 21+07.51
OFFSET 10.00' R OFFSET 3.90' L
I STA , 21 +51.17
OFFSET 3:37' R FCC
ST 1
^
ROAD TRANSITION (TYP,)
OFFSET , ;, :=
RwN
— ROW A ROW "-- ?'
0'w
ROw RJvi rh— fdiYl. ROW , PTO*-
kOW "-- -...r-- RO KOW= OW-- kU'N•
€oW--f(---RED6------#• rRF,W
\W
OP Q'r 7 1 J / .- .STA 2 I+-47 14
STA '19+25:94 b,�:: / STA
TYPE ELI �, D ,' "' -•pa,', OFFSET 15.00' R p10 OC *', r . - _I OFFSET 13-3,OOR p
// POP t7
(TYP. 48" GREEN SHUR TITF S:.. . I STA ^1+: ;.1.: STA 20+27. i4 '
Pfl5T WITH'NHITE REFLE-TI'J' - OFFSET 1?.GO' ' OFFSET 17.00 R
i.
;_:CSF-i-'1.3
A 21i�J1.17
Oa
REFER TO POINT TABLES
itesvi
POINT TABLE
'°
>, _,.:,
POINT #
NORTHING
EASTING
DESCRIPTION
1014
246,793.67
198,384.33
TYPE 1 DEL STA 21+73.16 /OFFSET 20.59 LT
NOTES 4 n
1015
246,792.27
198,362.24
TYPE 1 DEL STA 21+51.06 /OFFSET 19.39 LT
"M\r
1 THE EXTENTS OF THE FROPQSEQ, r v -c h4ES ;r ,. 4 NTS TO THE WCf?
2.5 ROADLM'AY ON EACH SIDE D= fi 'I- - ! ':CR 25 PROFILE•
1016
246,787.84
198,137.27
TYPE 1 DEL STA 19+26.06 /OFFSET 17.00 LT
JIEW AND TYPICAL SECTIONS MUST EE <DrI -1 =L . ,r2EF t T _ _`EP" t- -
SIGNHu3 410 STRIPING SHOWN WILL A ^c t•„tJGATE THEINTERDJ crCITl V. _RE `HE WOR 2.5 ROADWAY ON •
:'
1017
246,788.84
198,116.96
TYPE 1 DEL STA 19+05.75 / OFFSET 18.18 LT
EACH IDE OF THE BRIDGE HAS NOT BEErt
4t PROVED. BUT THE PR _-.USED SPID$'E TS'OPEN TO TRAFFIC. F
3 PAVE MT MARKING PAINT SHALLd$E Al - R GIRDER TOALLOly FUTUREPplOvAL Al iD REPLACEMENT ONCE
1018
246,789.85
198,096.64
TYPE 1 DEL STA 18+85.45 / OFFSET 19.37 LT
WCR 2: PAPFIOVED ON EACH cE • ` 'I"-:RIDGE1019
4 Fra L 3 '
"E LATEST MUTCD Mp+iJ ° `
246.790.85
198,076.33
TYPE 1 DEL STA 18+65.15 / OFFSET 20.56 LT
S "
1020
246.791 85
198,056.02
TYPE 1 DEL STA 18+44.84 / OFFSET 21.75 LT
Computer File Information
Index of Revisions
WELD COUNTY
As Constructed
BRIDGE
PAVING,
2.5/27A
SIGNING,
REPLACEMENT
AND STRIPING
PLAN
Project No./Code
Creation Date 8/19/2020 Initials EAG
;air!
Comments
:-'air,
. ;^.,., - PUBLIC WORKS DEPARTMENT
1 t r t — 1 1 P.O. B0XR758T
I 32-0758
. ' GREELEY, CO. 856-4000
PHONE (970) 356-4000
FAX (970) 304-649
�.
No Revisions
Last Modeled Date 7/260071 Initials EAG
FA Path M %PROJECTS DESICI41RARROAO CLOSURE 2O20TWCR 2.5 TO 2a TO
PPRODUCTIOH DINGS
-
Revised
Designer E. GREEN
BR -124
Drawng File NaTc WCR 25 2.5-271 BRIDGE.DVVG
Detailer E. GREEN
Void
Sheet Number i t of 13
AutoCAD Verson 2019 Scale AS NOTED Units English
Sheet Subset
Sheet Subset
—^ -swersair
R•
1
a
a
_e_TAIsseviblikk
-r„
288'
WCR 2.5
11
aE .rr
3 Ai
' >, •ris 4f.
..- TES + r
+► � yy�� "• '1/4.
FOLLOW THE L4JST MLJTCD MArait TRAFFIC CONTROL SHALL BE IflSPECTED EVERT DAYDURtK3 C E,
2. THE FOLLOw1Nc7ACCESS RR]UIREMENTS SJiCUED BE ANTICIPATED AND C'OOROINATED'WITH riECESSARY P LRTII4BY
THE CONSTRUCTION CREW DURING IMPLEMENTATION OF THE CONSTRUCTION TRAFFIC CONTRA PLAN
2.1. ACCESS POINT A • OCCASIONAL USE BY THE FULTON IRRIGATING DITCH COMPANY AND LANDOWNER THROpG$ A,
NORMALLY LOCKED GATE AT THE WCR 2.5 ROW LINE. REFER TO SOUTH SIDE OF WCR 2.5 ACCESS DETAILS SHEET'
FOR INFO ON THE PROPOSED ROW FENCE AND GATE.
`.2. ACCESS POINT B - REGULAR USE BY LANDOWNER AND THEIR SERVICE PROVIDERS tie. PROPANE DELIVERY TRASI4
ROAD
CLOSED
4
N. '
ADADMVORIC
-.
'ONCOMING TRAFFIC
DOES NOT STOP
151
REMOVAL MAIL AND PACKAGE DELIVERIES ETC.) I
2.3. ACCESS POINT C - OCCASIONAL USE BY LANDOW,. ER.
2 4. ACCESS POINT D - OCCASIONAL USE BY THE FULTON IRRIGATING DITCH COMPANY AND LANDO`M•JER.
2 5. ACCESS POINT F - OCCASIONAL USE BY THE FULTON IRRIGATING DITCH COMPANY AND LANDOWNER.
DEVICES WI'- s _',.:( Z
BURN UG-4T (Theft i•
AN GUARDRAIL
CTOR TABS
AP
•4
P1-2
1'.
ROAD
CLOSED
MOVEABLE TYPE 3 BARPICADE;S)
IN ACCORDANCE WITH COOT
STANDARD PLAN NO. S•330 -24X)44
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32[61.
ACCESS PERMANENTLY CLOSED
4PRIOR TO IMPLEMENTATION OF
5:INST RUC T IQfrRAF FICCON T RA1
(FtEr•FR1t)SCHJrHSIDEof; •?
ACCESS DETAILS SHEET)
'I EFER. T. NOTES ON THIS SHEET
REGARD U ACCESS POINT
0 150 300
on. Feet
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Computer File Information
C.'eaton Date 8/198020 In.t •als E. AG
Last Modifier Date N26/2021 Initials EAG
Par M IPAOIE CTS_DESIKINV4 CIROAD UOSURE )e101H)CR 15 TO N 'O
TPRODS:cT1a4 DIN'S
Draw,g Fle Name WCR 2 5_2 5-27A BRIDGE DWG
AutoCAJ Version 2019 Scale AS VOTED Units Engbst
Index of Revisions
• ' .Pt.
WELD COUNTY
As Constructed
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY. CO 80632-0758
PHONE '970) 356-.4000
FAX (970)304-6497
No Rev's.crs
Revised
Void
BRIDGE 2.5/27A REPLACEMENT
CONSTRUCTION TRAFFIC CONTROL PLAN
Designer
E GREEN
Detader E. GREEN
Sheet Subset
Project No./Code
A
10"
H -PILE CAP
44 HORIZONTALS
17' O.C (TYP.)
(BEGINNING 18" FROM
BOTTOM OF WALL)
NOTES
1. WELD COUNTY PUBLIC WORKS CONSTRUCTION CREWS WILL
PERFORM THE WORK.
2. REINFORCING STEEL MAY BE FIELD BENT AND CUT FOR
FABRICATION.
3. ALL REINFORCING STEEL SHALL BE A MINIMUM OF 3" CLEAR OF
CONCRETE FACES.
4 CONCRETE MUST BE THOROUGHLY VIBRATED TO CONSOLIDATE
AROUND H -PILING AND AGAINST FORMS.
A
,rVP
3" MIN.
CLEARANCE (TYP.)
PLAN
#4 VERTICALS (3)
EVENLY SPACED
BETWEEN H -PILES (TYP.)
A
TOP OF BRIDGE
DECKING
BOTTOM OF BRIDGE
GIRDER
3" MIN
CLEARANCE (TYP )
44 HORIZONTALS
12' O.C. (TYP.)
ORIGINAL GRADE
FINISHED GRADE
LOWEST ADJACENT
CHANNEL ELEVATION
(FIELD VERIFY)
•
I
•
.,
N
2
EXCAVATION AND BACKFILL VARY,
REFER TO PLANS AND FIELD
VERIFY EXISTING CHANNEL
SECTION A -A
I
10"
STEEL PLATING
AS NEEDED ALONG
ENDS OF GIRDERS
11 -PILE
CAP
H -PILE
(ENCAPSULATED
IN CONCRETE)
44 VERTICALS (3)
SPACED EVENLY
BETWEEN H -PILES (TYP.)
a
0
S
Computer File Information
Creston Date 8/19/2020 Initials EAG
Last Modified DOS 7126/2021 Initials EAG
e j pa V VISE0JECTS_DEMYISAR0AD CLOSURE 20201WCR 23 TO 2170
AWE
0r.wng FM hare BK2S2'7AT'VP'eut9YENTNCi NG1MN10ETM_S M3
AuECAD Verson 2019 Scale AS NOTED Unrs Engesr
Index of Revisions
Date
Comments
Initials
WELD COUNTY
As Constructed
PUBLIC WORKS DEPARTMENT
1111 H. STREET
P.O. BOX 758
GREELEY. CO. 80637-0758
PHONE (970) 356-4000
FAX (970) 304-6497
No Revisions
BRIDGE 2.5/27A REPLACEMENT
"TYP. ABUTMENT AND W NGWALL DETAILS
Project No./Code
Rev 'sec
Des+gner E GREEN
Void
Dewier E GREEN
BR -124
Sheet Subset
Sheet Suoset
Sheet Number 13 of 13
Entity information
Entity Name° Entity ID*
FULTON IRRIGATING DITCH COMPANY @00003223
Contract Name*
AGREEMENT FOR BRIDGE REPLACEMENT BETWEEN FULTON
IRRIGATING DITCH COMPANY AND WELD COUNTY (BRIDGE
2 5/27A)
Contract Status
CTB REVIEW
❑ New Entity?
Contract ID
5213
Contract Lead*
EGREEN
Contract Lead Email
egreen@co weld co us
Parent Contract ID
Requires Board Approval
YES
Department Project #
BR -124
Contract Description*
ALLOWS WELD COUNTY ACCESS TO THE FULTON DITCH IN ORDER TO COMPLETE THE BRIDGE 2 5/27A REPLACEMENT
PROJECT
Contract Description 2
Contract Type k
AGREEMENT
Amount*
55,000 00
Renewable *
NO
Automatic Renewal
Grant
IGA
Department
PUBLIC WORKS
Department Email
CM-
PublicWorks@weldgov corn
Department Head Email
CM-PublicWorks-
DeptHeadCzweldgov corn
County Attorney
BOB CHOATE
County Attorney Email
BCHOATE@CO WELD CO US
If this is a renewal enter previous Contract ID
If this is part of a MSA enter
MSA Contract ID
Requested BOCC Agenda
Date*
08/25/2021
Due Date
08/21/2021
Will a work session with BOCC be required?*
NO
Does Contract require Purchasing Dept. to be included?
NO
Note the Previous Contract Number and Master Services Agreement Number should be left blank if those contracts ate not in
On Base
Contract Dates
Effective Date
Termination Notice Period
Contact Information
Review Date*
05/27/2022
Committed Delivery Date
Renewal Date
Expiration Date*
05 /31 /2022
Contact Info'
Contact Name
Contact Type
Contact Email Contact Phone 1
Contact Phone 2
Purchasing
Purchasing Approver
Approval Process
Department Head
JAY MCDONALD
DH Approved Date
08/19/2021
Final Approval`
BOCC Approved
BOCC Signed Date
BOCC Agenda Date
08/25/2021
I
Originator
EGREEN
Purchasing Approved Date
Finance Approver
CHRIS D'OVIDIO
Finance Approved Date
08/20/2021
Tyler Ref #
AG 082521
Legal Counsel
BOB CHOATE
Legal Counsel Approved Date
08/20/2021
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