HomeMy WebLinkAbout20140488.tiff RESOLUTION
RE: APPROVE WORK ORDER FORM (FLOOD REPAIRS - EM-20.5-5) PURSUANT TO
AGREEMENT FOR DESIGN SERVICES AND AUTHORIZE CHAIR TO SIGN - ICON
ENGINEERING, 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-20.5-5) Pursuant to Agreement for Design Services 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 Icon Engineering, Inc., commencing January 13, 2014, with a
completion date of March 30, 2014, and 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-20.5-5) Pursuant to Agreement
for Design Services 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 Icon
Engineering, 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 19th day of February, A.D., 2014, nunc pro tunc January 13, 2014.
BOARD OF COUNTY COMMISSIONERS
WELD COUNTY, COLORADO
ATTEST: aft/Li ;4+, ( 40 J kY l Cd.‘1,O '✓
Douglgs Radema her, Chair
Weld County Clerk to the Board
Barbara Kirkmey, r, Pro-Te aufekk De
BY: L • n�
ty Clerk to the Boar � � _ -�
Sean P. Conway
C
____APP ED AS :
`r 2-- I +.Mike F a
ou y Attorney / I
c�ln , "°1'
" " F. Garcia
ots
Date of signature ! "�.
r _ ��,� 2014-0488
BC0045
WORK ORDER FORM (FLOOD REPAIRS)
PURSUANT TO AN AGREEMENT BETWEEN
WELD COUNTY
AND
ICON ENGINEERING,INC.
DATED: February 13, 2014
Work Order Number: ICON-4
Project Title: EM-20.5-5 Design Services(Immediate Needs Prior to Spring Runoff)
Commencement Date: January 13,2014
Completion Date: March 30, 2014
Limitations on compensation: Not to exceed$30.090
Professional agrees to perform the services Work, Exhibit B — Cost/Fee Breakdown,
identified above and on the attached forms in Exhibit C—Proposed Schedule.
accordance with the terms and conditions
contained herein and in the Professional
Services Agreement between the parties, dated Weld County Public Works Department
January 13, 2014. In the event of a conflict I
between or ambiguity in the terms of the By: G j
Professional Services Agreement and this work Project Manager
order (including the attached forms) the Date: 2/1441
Professional Services Agreement shall control. J
By: NO ru a9-tiA _.---'
County Engineer
Date: 3,..7--(7i1(if
f
ICON Engineering,Inc.
By:%4�#L✓�— Director�or -7
By: \t 2j n,, Y.�1� - -
Director of Public Works
Date: `2-/ (`/ / / (-1
Title: President
si
-/Date: C /3Al
The attached forms are hereby accepted and By: \ ln'l-v Uvc/
incorporated herein: Exhibit A - Scope of Douglas R �demacher,BOCC Chair
FEB 1 9 2014
A
VTTEST:
lam! a SW o:ek
1 •
Ic' *'
:..," ,Aio ounty Clerk to the Board
tLi1`� ��.y 'lerkto the Board
2014-0488
1
ICON Engineering, Inc. (c (cII ) Trktj
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ENGINEERING, INC.
EXHIBIT A - SCOPE OF SERVICES
Weld County 2013 Flood Recovery
EM-20.5-5-CR20.5 Road Repairs
February 11, 2014
Structure Description : Flows from the 2013 flood in Boulder Creek backed up along Weld County Road
20.5 east of the 20.5-3B bridge. Flows overtopped and washed out a portion of the roadway
approximately % mile away from the bridge.
County Road 20.5 in this area is a two lane
asphalt paved roadway. The 2013 inspection
report for the EM-BR 20.5-3B Bridge indicate
an average daily traffic load of 3,218 vehicles, s. . . -- - ..4F- .:;..^,.-
�,. •
with a future anticipated traffic load of nearly illik �. 1. ,... —
double. There is one small diameter (likely18- _ sick-� .- ` •r � It 1M..t. .
inches) culvert crossing the road in the section ..- " J
all Or .
C ' it "
Ala
=ay '
that was damaged, although the capacity is believed to
- .
«- _
' be minimal when compared to the volume of water that
"`�• r ti occurred at the height of the flood event. The roadway
e._ -.- •- in the vicinity received emergency repairs as shown on
the picture provided by the County above to the left. At the time of our site visit, the borrow ditch
drainage to the east had been re-graded as depicted in the photo below.
It is our understanding that at least a t
portion of the fill used to rebuild the ' '
roadway included concrete debris, ‘ "_.t "
resulting in the potential for voids and
subsequent settlement of the roadway. :', • .f 'is'�e T
The frequency of overtopping of the • 4 :
roadway due to excess flows in Boulder -
Creek is not known at this time, although it _ i
could be estimated from a floodplain
frequency analysis of the EM-BR2O. 5-3B
bridge and upstream channel. That sort of :.:_
analysis would be required before -
justification could be made to increase the
culvert size under the roadway section . •-
Regardless of the need to increase
EM-20.5-5-CR20.5
Page lof3
][ICON Engineering, Inc.
(c (cII ) Trtktj
ENGIMEERIMG, INC.
hydraulic capacity of the culvert, it would be a good idea to re-vegetate the borrow ditch / channel and
consider installation of a stabilizing mat designed for the anticipated overtopping velocities.
Work Required Before Spring Run-Off: Although the roadway received emergency repairs, and appears
to be well constructed, at this time we have not been able to verify that the construction meets design
standards. As a result of the roadway embankment work, the unpaved area on both sides of the
roadway lacks vegetation and would be subject to erosion from surface runoff. Additionally, if the
Boulder Creek bank capacity upstream of the bridge is again exceeded, then the roadway would again
be overtopped, with likely similar results as occurred from the 2013 event. Consequently, it is our
recommendation that the integrity of the roadway embankment be confirmed, and that armoring and
revegetation of the eastern shoulder be undertaken .
Work Required To Return Assets To Pre-Flood Conditions: Assuming that the pre-spring runoff repairs
are made, and assuming that the detailed inspection does not reveal significant deficiencies in the
roadway embankment, , we do not envision further modifications will be required to bring the assets up
to pre-flood conditions.
. Work Required For Mitigation or Betterment: Depending on
•
the results of the hydraulic analysis, the hydraulic capacity of the
culvert crossing may need to be increased .
Right Of Way Needs: We believe that the construction can be
. %. completed within exiting County ROW. In the event that the
:.4
mitigation / betterment repairs are initiated, additional
temporary access easements may be needed if a large capacity
culvert is required .
Construction sequencing, constructability issues: We do not foresee significant sequencing or
constructability issues for this work. It will be necessary to schedule construction and sequencing in
step with the EM-BR20.5-3A
improvements in order to allow to not I
unnecessarily impact road users for a
longer time than necessary.
y .. �..-f °a :-70; l ,.! %f ---,-
Detailed ,,
Scope of Work: We envision _ -\ - °'' _ _ __. . _, --_ �, _ � -,
our work to follow the general outline "te-- - �''" ' ' . .4-rt.- .
T
below. _ :_ -
Pre-Design Tasks: . 4 4
•
1. Meetings: Common to all -' - ' i
projects will be attending �_-ll,.. , t� 5'.4"
: -'
weekly meetings either as a ,. _ : -
participant with the other three ";` _ ~ 1• Igo „ . II
consultants, or as a part of the �''"
projects specifically assigned to ICON . Meetings with the other consultants are assumed to be
held at the Weld County Public Works office, while the ICON specific meetings are assumed to
be phone conference calls. These meetings are assumed to be held starting on January 28t" and
running through the initial design phase.
EM-20.5-5-CR20.5
Page 2 of 3
ICON Engineering, Inc. )[( (
ENGINEERING, INC.
2. Obtain Base Mapping: We will prepare base mapping using the available FEMA LiDAR
information flown after the flood event. Additional field surveys will not be required.
3. Utility Research: We will request utility maps from owners known to operate in the area, and
will plot the locations based upon the provided information. For purposes of this proosl, we
have included time for completing 3-potholes.
4. Geotechnical Investigations: None anticipated.
5. Analyze the available information from the emergency repair inspection reports, and visual
observation of the roadway paving to evaluate the adequacy of the reconstructed roadway
embankment and pavement. From this information we will:
• Make earthwork recommendations, including recommendations for temporary and
permanent cut and fill slopes, suitability of on-site soils for use as engineered fill, and fill
placement and compaction criteria;
• Recommend local drainage erosion protection for the existing culvert;
• Provide erosion control and scour protection for recently reconstructed roadway
embankment slopes.
6. Environmental Permitting Evaluations: We do not anticipate needing any environmental
permitting for this work.
Phase 1: Design Work To Be Done So Construction Can Be Completed Before Spring Runoff:
1. Detailed site visit
2. Prepare Hydraulic Analysis of proposed improvements (Note: Based on capacity of existing
culvert, and capacity of borrow ditch. Does not include potential flows from Boulder Creek.).
3. Prepare plans for proposed improvements (described herein)
4. Depending on results of tasks 2 and 3, make recommendations for future phases of work,
possibly to include removal and replacement of roadway embankment.
5. Prepare plans for revegetation and barrow ditch/channel stabilization
6. Prepare Traffic Control Plan (in conjunction with EM-BR20.5-3B
7. Coordination with local land owners
8. Coordination with ICON Team Members
9. Quantity Estimates
10. Unit Price Cost Estimate
11. Prepare Write-up Bid Documents
12. Submit Draft Plans and Specifications To County
13. Revise and resubmit
14. Provide up to 50-hours of Construction Observation.
Phase 2: Design Work To Return To Pre-Flood Conditions Note: the scope of work required to
design the work needed to return the site to pre-flood conditions will be covered under another
work order. At this time, no work contemplated under this phase
Phase 3: Design Work For Mitigation/ Betterment Work Note: the scope of work required to design
the work needed for mitigation / betterment will be covered under another work order. At this
time,we foresee it including:
1. Design of a supplemental hydraulic capacity.
EM-20.5-5-CR20.5
Page 3 of 3
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=3711-YanDAge&c PROPOSAL /CONTRACT
.-..�A Division al ereonab whoa— Date: February 5, 2014
9885 Emporia S1ree1
Henderson CO 80640
Phone. 303-286-0202
Fax. 303-286-1262
Submitted To: Icon Engineering Project: St.Vrain River Flood Clean Up
Penn Gildersleeve
pgildersleeve@iconeng.com
QNTY UM Total Price
1. Standard Vac Truck—Includes Traffic Control,Layout and Disposal Hole $450.00
2. Standard Vac Truck-Excludes Traffic Control Hole $300.00
Estimate of Proposal $Per Hole
Inclusions:
1. Equipment necessary to complete scope of work
2. Standard Vac Truck up to 12'Deep
3. Traffic Control included in estimated item# 1
4. Disposal Fee included in estimated item# 1
Exclusions:, '.
1. Hazardous materials of any kind
2. Surveying
4. Dewatering
5. Removal of any locate marking,paint
6. Railroad Insurance
7. Railroad Flaggers
8. Asphalt restoration
9. Concrete Panel replacement
10. Landscaping Restoration
Scope of Work:Standard Vac Truck Estimated per Hole$450.00 Will include traffic control,layout and disposal.
Standard Vac Truck Estimated per Hole$300.00 excludes traffic control.
Note: It will be our best intention to pothole to find each utility.If for any reason we encounter ground water and the
pothole cannot be completed,payment for the attempt will be required.If necessary pricing for the dewatering or the
Super Vac Con Truck can be provided.
Drawings Provided:
Insurance Included: YES
Bond Included %: NO
Tax Included _%: NO Addenda N/A
The receipt of BT Construction,Inc. ofa signed copy of this Proposal/Contract constitutes acceptance of this Quotation,subject to and
including all terms and conditions as shown.
The entire proposal is subject to acceptance within thirty(30)days of this date.
NOTE:Please noti/us as soon as possible ifyou intend to award this work to BTrenchless.Any alteration or deviation from the above
proposal will be executed only upon written request and will therefore become cost in addition to the above estimate.Any deviation
from the scope of work will be completed following the acceptance ofa change order.BTrenchless hereby warrants for aperiod of one
(1)year(or longer, if so provided by law,and to the extent provided by law)from the date of completion of each project for all
workmanship under normal use of service. All agreements are contingent upon incidents or delays beyond our control.BTrenchless
reserves the right to charge up to 21%interest annually for all overdue invoices.Should a dispute regarding payment of this contract
arise,BTrenchless reserves the right to recover any attorney's fees that may be associated with such a awe Nonmo,anhe held v ernadmaa,nnl
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