HomeMy WebLinkAbout20140920.tiff RESOLUTION
RE: APPROVE WORK ORDER FORM (FLOOD REPAIRS - EM-BR69/380A)
PURSUANT TO AGREEMENT FOR DESIGN SERVICES (RETURN SITE TO
PRE-FLOOD CONDITIONS) AND AUTHORIZE CHAIR TO SIGN - ATKINS NORTH
AMERICA, INC.
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 Work Order Form (Flood Repairs -
EM-BR69/380A) Pursuant to Agreement for Design Services (Return Site to Pre-Flood
Conditions) 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 Atkins North
America, Inc., commencing April 1, 2014, and ending June 1, 2014, with further terms and
conditions being as stated in said work order form, and
WHEREAS, after review, the Board deems it advisable to approve said work order form, 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 Work Order Form (Flood Repairs - EM-BR69/380A) Pursuant to
Agreement for Design Services (Return Site to Pre-Flood Conditions) 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 Atkins North America, Inc., be, and hereby is,
approved.
BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to
sign said work order form.
The above and foregoing Resolution was, on motion duly made and seconded, adopted
by the following vote on the 24th day of March, A.D., 2014.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: dacrifetif ,cp:cA EXCUSED
��..� Douglas Rademacher, Chair
Weld County Clerk to the Boa J ` S L
�► D 'XCUSED
rbara Kirkmeyer, Pro-Tem
BY: f� Q_L�! J�__ i (I %% t♦
De." ty Clerk to the Bo��j %u�� P —�
ivy Lean P. Conway
APPR9 ED RM:
�� Mike Free
ty Attorney
, // William F. Garcia, Acting Chair Pro-Tem
Date of signature: `1'Ja•/-f
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3 ay ly LI•8.aay BC0045
WORK ORDER FORM(FLOOD REPAIRS)
PURSUANT TO AN AGREEMENT BETWEEN
WELD COUNTY
AND
ATKINS NORTH AMERICA,INC.
DATED: March 17.2014
Work Order Number: Atkins-4
Project Title: EM-BR69/380A Design Services(Return Site to Pre-Flood Conditions)
Commencement Date: March 24,2014
Completion Date:June 24,2014
Limitations on compensation: Not to exceed$70,066.00
Professional agrees to perform the services The attached forms are hereby accepted and
identified above and on the attached forms in incorporated herein: Exhibit A — Scope of
accordance with the terms and conditions Work, Exhibit B — Cost/Fee Breakdown,
contained herein and in the Professional Exhibit C—Proposed Schedule.
Services Agreement between the parties, dated
January 13, 2014. In the event of a conflict
between or ambiguity in the terms of the Weld County Public Works Department
Professional Services Agreement and this work
order (including the attached forms) the By: ttussoiti
V•E•
Professional Services Agreement shall control. Project Manager
Date: '31r% uk
By: M)JJ
�
Atkins North America,Inc. County nF ineer -ocS%
Date:
By:
r By: MAR 2 4?0M .
Title: A SsO c. a-k- Vec c )re jsc.,.{- Director of Pu lic Works
/
Date: J/7/20/ By:
William F. Garcia, Acting Chair Pro-Tem
MAR 2 4 2014
EST:
18b1 ,v, e ;County Clerk to the Boa d
:i. U�
41'(71.'"---. 1 uty Clerk to t e Board
2014-0920
L
EXHIBIT A
SCOPE OF WORK FOR
WELD COUNTY POST FLOOD ENGINEERING SUPPORT
RESTORATION OF PRE-FLOOD CONDITIONS
Em-Br69/380A
I. GENERAL
Description of the project
The scope of services will include the work items necessary to assess and develop abbreviated plan and
construction documents to restore the site to "pre-flood"conditions. This will include a visual assessment
of the existing bridge(s), necessary environmental permitting, geotechnical assessment of existing roadway
and pavement,identification and coordination for additional easement acquisition,hydraulic analysis of
the South Platte River, and development of required restoration actions. This project will meet the Weld
County, CDOT and AASHTO design criteria. The limits of the project are approximately the limits of the
flood damage along WCR 69 north and south of the South Platte River..
Assignments of responsibilities of the parties involved
Weld County Project Manager:
Michael Bedell,PE
Weld County Public Works
1111 H Street
Greeley, CO 80632
Names of Key Personnel Responsible for Work:
Atkins Project Manager:
Josh Holton,PE
4601 DTC Boulevard, Suite 700
Denver, CO 80237
303.221.7275 phone
720.475.7051 direct
303.478-4981 cell
303.221.7276 fax
Joshua.Hollon@atkinsglobal.com
Dan Liddle, PE, Principal in Charge
Andrew Holton, Deputy Project Manager
II. SCOPE OF SERVICES AND COST ESTIMATE
The scope of services for the project includes project management, arterial design,visual assessment of
bridges,floodplain and hydraulic analysis/modeling, erosion control design,constructability review,
geotechnical assessment,property owner coordination, easement acquisition, and coordination with federal
reimbursement personnel. Bidding support,construction management services and post design support
may be provided in the future but are not included in this scope of work.
The following work tasks will be completed for the preparation of one abbreviated construction plan
package for the recommended restoration activities.
Scope of Services
Weld County Post Flood Engineering
Restoration of Pre-Flood Conditions
Em-BR69/380A
A. GEOTECHNICAL ASSESSMENT AND RECOMMENDATIONS
Visual assessment of the existing sites will be performed to evaluate geotechnical properties and
develop recommendations for restoration activities.
1. Assessment of emergency repairs performed by Weld County maintenance staff to re-open
roadways.
a. Evaluation of long term settlement potential will be made using visual observation,
information from county staff and photos of the emergency repairs.
b. Evaluation of roadside slope stability will be made using visual observations of roadway fill
material
c. Evaluation of bridge abutment stability will be made using visual observations.
2. A geotechnical summary report will be provided to discuss information gathered during site
reconnaissance and review of background information. The summary report will also provide
recommendations for embankment and abutment restoration actions and discussion on the
settlement evaluation.
B. CIVIL ASSESSMENT AND RECOMMENDATIONS
Roadway engineers will visually assess the roadway to identify potential flood related damage.
1. Evaluation of roadside signage and delineators.
2. Evaluation of roadside side slopes and grading within ROW.
3. Evaluate pavement limits.
4. Determine Traffic Control needs for assessment and construction activities.
5. Development of flood restoration activities.
C. HYDRAULIC ASSESSMENT
Water resources staff will use the existing South Platte River Hydraulic model to evaluate potential
scour and develop recommended restoration actions.
1. Assessment of bridge abutments and development of bridge armament design.
2. Assessment of overflow culverts and development of inlet and outlet protection.
3. Assessment of roadside slopes and development of erosion control protection.
4. Assessment of debris and recommendation for debris removal.
D. RIGHT OF WAY
The recommended restoration activities that are proposed outside of right-of-way (ROW) will require
some level of property acquisition.
1. Identification of temporary construction easements and property owner coordination.
2. Identification of permanent easements and property owner coordination.
a. Legal Description for permanent easements
b. Appraisal for permanent easement
E. CONSTRUCTION DOCUMENTS
The recommended actions identified above will be incorporated into an abbreviated plan set to provide
construction contractor information on the proposed restoration activities.
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Scope of Services
Weld County Post Flood Engineering
Restoration of Pre-Flood Conditions
Em-BR69/380A
1. Plan sheets to label and quantify restoration activities.
2. Construction specifications
3. Quantities
4. Prioritization of Construction activities.
III.DELIVERABLES-The following is an estimate of the deliverables required for this project.
Assessment Reports Design
• Geotechnical Summary Report
ROW, Easement,Legal Descriptions
• Conceptual and PDF
Construction Documents
• Plan sheets
• Specifications
• Quantities
IV. LIST OF ASSUMPTIONS
1. No geotechnical boring, samples or testing is included in this Scope of Work.
2. Construction documents will include abbreviated plan sets to provide enough information for
contractors to bid and perform the proposed work but will not include the normal level of detail for bid
sets.
3. Bidding support, construction management and post design services are not included with this Scope
of Work.
4. Payment for any easements will be provided by Weld County.
5. Weld County will provide Atkins a copy of the SEH bridge inspection report when available.
6. This scope of services does not include structural assessment of the bridge structures or structural
recommendations to repair flood damage. If the SEH report documents structural damage, an
additional task order will be needed to develop structural repairs.
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EXHIBIT C
WELD COUNTY POST FLOOD ENGINEERING SUPPORT
RESTORATION OF PRE-FLOOD CONDITIONS
Em-Br69/380A
I. ESTIMATED PROJECT SCHEDULE
Initial Site Assessment 1/14/14
Site Assessment with County PM 1/22/14
Project Kickoff and Coordination Meeting 3/24/14
Preliminary Restoration Plan 4/28/14
Identification of ROW Impacts 5/2/14
Preliminary Cost Estimate and Quantities 5/5/14
Plan Review with County Staff 5/12/14
Delivery of Construction Documents 6/16/14
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