HomeMy WebLinkAbout166269 GARNEY CO INC - CONTRACT - RFP - 8073 ENGINEERING SERVICES FOR WATER, WASTEWATER &Vendor: Anderson Consulting Engineers Today's Date: August
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Date Required: ASAP
Special Instructions:
Item # Quantity Unit Description Unit
1 1 EA $ 5
Requested By: Approv
Linsey R. Chalfant Date
REMINGTON STREET OUTFALL PROJECT
DEVELOPMENT AND EVALUATION OF
PREFERRED CONCEPT
DocuSign Envelope ID: FCF92F18-94FF-4861-8E89-AD21EBE8E78E
143797
Professional Services Agreement – Work Order Type
8073 Engineering Services for Future Water, Wastewater & Stormwater Facilities CIP
PROFESSIONAL SERVICES AGREEMENT
WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
THE CITY OF FORT COLLINS
AND
ANDERSON CONSULTING ENGINEERS, INC.
DATED: May 15, 2015
Work Order Number: RemDesign-ACE-1
Purchase Order Number:
Project Title: Remington Street Outfall Project Development And Evaluation Of Preferred Concept
Original Bid/RFP Number & Name: 8073-Consulting Engineers for future W/WW & Stormwater Facilities Capital
Improvements
Commencement Date: August 1, 2017
Completion Date: December 30, 2017
Maximum Fee: $55,982 (See Attached Exhibit B) (time and reimbursable direct costs)
Project Description: (See Attached Exhibit A and B)
Scope of Services: (See Attached Exhibit A and B)
Professional agrees to perform the services
identified above and on the attached forms in
accordance with the terms and conditions
contained herein and in the Professional
Services Agreement between the parties. In
the event of a conflict between or ambiguity in
the terms of the Professional Services
Agreement and this work order (including the
attached forms) the Professional Services
Agreement shall control.
The attached forms consisting of 14 (fourteen)
pages are hereby accepted and incorporated
herein, by this reference, and Notice to
Proceed is hereby given.
Professional-Anderson Consulting Engineers
By:_______________________________
Date:_____________________________
CC: Purchasing
Submitted By:
Linsey R. Chalfant, PE, Special Projects
Manager
Date:
Reviewed by: _________________________
Pat Johnson, Senior Buyer
Reviewed By:
Owen L. Randall, Chief Engineer
Date:
Approved By:
Jon Haukaas, Water Engineering and
Field Services Operations Mgr.
Date:
Approved by:
Kevin Gertig, Executive Director
(over $1,000,000)
Date:
Approved by:
Gerry Paul, Director of Purchasing & Risk
Management (if over $60,000)
Date:
DocuSign Envelope ID: FCF92F18-94FF-4861-8E89-AD21EBE8E78E
August 1, 2017
Page 1 of 4
EXHIBIT A
ANDERSON CONSULTING ENGINEERS, INC.
SCOPE OF WORK
REMINGTON STREET OUTFALL PROJECT
DEVELOPMENT AND EVALUATION OF PREFERRED CONCEPT
Task 1. Data Collection, Review and Evaluation
This task will include the collection, review and evaluation of all available data and information
necessary to complete the hydrology review, hydraulic analyses, evaluation of alternatives, preliminary
design, and development of construction drawings. This information includes, but is not limited to:
(a) Pertinent documentation related to the proposed improvements including:
• Ayres Technical Memorandum (March 10, 2016)
• City of Fort Collins Letter (March 15, 2016)
• Spring Creek Master Plan (ACE, 2003)
• Plan and profile data provided by Stormwater Department
• Cost estimate of proposed improvements provided by Stormwater Department
• Hydrologic and hydraulic models provided by Stormwater Department
• AutoCAD and GIS files provided by Stormwater Department
• Spring Creek Channel Improvements Construction Drawings (ICON, June 1998)
• Pavement design report for Prospect Road and College Avenue (RockSol, Jan 2017)
• Spring Creek/Remington Street Bridge Drawings (Lonco, July 19998)
• College Avenue and Prospect Road Construction Drawings (Wilson & Company, Jan
2017)
• Locates and ground survey of project area (Northern Engineering, May 2016)
(b) 2013 LIDAR mapping (1-foot contour interval);
(c) 2013 aerial imagery available through the City of Fort Collins;
(d) City of Fort Collins utility inventory maps and GIS database that include water distribution
storm sewer lines, irrigation canals/ditches and associated laterals, sanitary sewer lines,
electric lines, fiber optic lines and natural gas lines;
(e) Survey data and measurements of existing utilities (depth, location, etc.); and
(f) ownership, and right-of-way information from the City of Fort Collins GIS database.
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Task 2. Field Reconnaissance Efforts
This task is included to conduct an initial field reconnaissance effort to familiarize ACE Project
Team members with specific site conditions, identify all physical design constraints, clarify any additional
design issues identified by City Staff, and identify additional survey/geotechnical/utility relocation
requirements, as necessary. Additional site visits will be conducted to clarify design related issues and to
generally assist in the overall design process. Coordination with the staff of the City Utilities, Stormwater
Department, and Engineering Department as necessary, will be initiated with respect to specific design
criteria and previous design efforts related to College Avenue, Prospect Road and Remington Street.
Task 3. Base Map Preparation
The 2013 topographic mapping along with the most recent aerial imagery will be utilized to
develop the base maps. Additional survey data identified during the collection and review of existing data
as well as the field reconnaissance will also be incorporated into the base map. This may include the
preliminary location of utilities (i.e., gas, electric, water, sewer, communications, etc.) within the project
corridor, including recent surveying as appropriate. Pertinent information from a recent survey by
Northern Engineering along the project corridor will be identified and included. Additional survey data
along the project corridor identified as part of this scope of work will also be incorporated into the base
map. The additional survey data will be collected by Northern Engineering. The base map will also include
property boundaries, annotation of existing and proposed design hydrology (10-year and 100-year
hydrology from recent work compiled by the Stormwater Department), current ownership information,
and known utility information obtained from the locate survey and the City of Fort Collins inventory maps
and GIS database. Data compiled during the geotechnical investigation will be integrated into the base
map. The final base map will be referenced to the North American Vertical Datum of 1988 (NAVD88) and
the Colorado state-plane, as well as the City’s Ground Master, horizontal coordinate system. The base
mapping developed during the completion of this task will be utilized to generate exhibits for project
meetings and presentations.
Task 4. Utility Locates/Additional Survey Data
It is noted that base map and utility information will be compiled as part of Task 3. To the extent
necessary for the evaluation of alternatives and the preliminary/final design, pothole and vertical utility
location information for utility lines that are determined to be critical will be collected in a subsequent
phase of this project. Survey data collection will be necessary for the alignment extending from Prospect
Road to Parker Street. Pertinent utility invert data will also be obtained and integrated into the base
mapping information. Northern Engineering will be providing the surveying services in support of this
project.
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August 1, 2017
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Task 5. Hydrologic and Hydraulic Analyses
This task will include effort to familiarize and review the hydrologic analyses (EPASWMM ver 5.1)
completed by Dan Evans of the Stormwater Department. This work includes the hydrologic analyses
completed by Ayres (2016), City of Fort Collins (2016) and ACE (2013). The review is intended to confirm
the hydrology data at specific locations along the alignment of the proposed pipeline improvements.
Based on the results of the review and the results of the data collection efforts, a hydrologic EPASWMM
model will be developed to determine stormwater flows at all locations deemed critical to the design of
the proposed improvements. The EPASWMM model will develop and evaluate stormwater flows for the
10-year and 100-year storm events.
A hydraulic analyses will be conducted to evaluate preferred concept alternatives associated with
the proposed storm sewer and inlet improvements. Existing facilities will also be integrated into the
hydraulic analyses and modeling. The proposed storm sewer improvements will be evaluated and
designed to ensure the diversion and conveyance of the peak discharge associated with the 10-year peak
flow event, as a minimum. The EPASWMM model will be utilized to simulate the pipe conveyance and
evaluate the capacity to convey the peak flows. UDINLET will be utilized to evaluate the number of inlets
necessary to divert surface flows into the proposed storm sewer improvements. In addition, an
assessment of the existing street capacity along the alignment of the storm sewer and flow path will be
conducted.
This work will include the evaluation of the improvements along Remington Street as well as the
laterals pipelines along Parker Street. The evaluation will also include the existing improvements within
College Avenue and Prospect Road.
Task 6. Alternative Concept Development and Evaluation
This task will primarily focus on the formulation and evaluation of alternative improvements for
the identified study reach. The alternative formulation and evaluation will include, but not be limited to,
consideration of the following issues:
• Utility conflicts associated with proposed improvements;
• Conveyance of water remaining in the street versus diverted into the pipeline;
• Optimizing the pipeline and the inlets to divert and convey the 10-year peak flows as a minimum;
• Utilization of the existing arch pipe (60” equivalent) immediately north of the Spring Creek bridge;
and
• Property ownership, easements, and rights-of-ways.
During this effort, coordination with the City of Fort Collins Utilities/Stormwater Department will
be conducted to confirm the design criteria that will be utilized to develop and evaluate the alternatives.
DocuSign Envelope ID: FCF92F18-94FF-4861-8E89-AD21EBE8E78E
August 1, 2017
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Preliminary plan and profile information will be developed to facilitate the feasibility and evaluation of
the alternative concepts and identification of the preferred concept.
As discussed in Task 5, the hydraulic evaluation of alternative improvements will be completed
with EPASWMM and UDINLET.
Task 7. Meetings and Coordination
During the completion of this project, it is anticipated that several specific coordination meetings
will be scheduled, along with regularly scheduled project status meetings. These meetings will include
the following:
(a) project kick-off meeting;
(b) biweekly project status meetings (10 meetings, assuming meetings from middle of June 2017 to
end of December 2017); and
(d) coordination meetings, as needed with the Stormwater Department (floodplain and stormwater
criteria, previous results for hydrologic and hydraulic analyses, etc.). Three (3) meeting assumed.
The project status meetings will provide an opportunity to discuss project alternatives, technical
results, and coordination efforts related to utility conflicts. The ACE Project Manager and one staff
member, as a minimum, will attend all status meetings. In addition, selected members of the project
team will also attend specific meetings depending on the topics of discussion. The ACE Project Manager
will be responsible for conducting all progress meetings, including the preparation of meeting agendas
and compilation of meeting minutes.
DocuSign Envelope ID: FCF92F18-94FF-4861-8E89-AD21EBE8E78E
BUDGET
for the
REMINGTON STREET OUTFALL PROJECT
ALTERNATIVE DEVELOPMENT, PRELIMINARY AND FINAL DESIGN
PROJECT: Remington Street Outfall Project-Preferred Concept Anderson Consulting Engineers, Inc.
CLIENT: City of Fort Collins Utilities Direct Labor
Senior Senior Project GIS/CADD
ACE PROJECT NO.: COFC2017.10 Principal Engineer Engineer Engineer Technician Admin.
PREPARED BY: BAA/BAS Engineer
DATE: 07/6/2017 $180/hr $109/hr $99/hr $85/hr $85/hr $65/hr
180 109 99 85 85 65
Task/Description Hours Hours Hours Hours Hours Hours
1. Data Collection, Review and Evaluation 2 8 16 2 4 2
2. Field Reconnaissance 2 8 8 2 0 0
3. Base Map Preparation 2 12 8 24 8 0
4. Utility Locates/Additional Survey Data 2 8 8 6 6 0
5. Hydrologic and Hydraulic Analyses 8 48 70 36 12 4
6. Alternative Concept Development and Evaluation 6 32 40 12 10 2
7. Meetings and Coordination 30 42 0 0 0 4
Outside Services
Northern Engineering - Surveying
TOTAL PROJECT HOURS 52 158 150 82 40 12
TOTAL PROJECT BUDGET $9,360 $17,222 $14,850 $6,970 $3,400 $780
COFC2017.10 Remington Street Outfall Project-Preferred Concept_Budget
DocuSign Envelope ID: FCF92F18-94FF-4861-8E89-AD21EBE8E78E
ID Task Name Duration Start Finish
1 Task 1. Data Collection, Review, and Evaluation 10 days Mon 7/24/17 Fri 8/4/17
2 Task 2. Field Reconnaissance and Base Map Development 25 days Mon 7/24/17 Fri 8/25/17
3 Task 3. Base Map Preparation 25 days Mon 7/24/17 Fri 8/25/17
4 Task 4. Utility Locates/Additional Survey Data 25 days Mon 7/31/17 Fri 9/1/17
5 Task 5. Hydrologic and Hydraulic Analyses 60 days Mon 8/14/17 Fri 11/3/17
6 Task 6. Alternative Development and Evaluation 40 days Mon 10/23/17 Fri 12/15/17
7 Task 7. Meetings 111 days Thu 7/27/17 Thu 12/28/17
7/2 7/9 7/16 7/23 7/30 8/6 8/13 8/20 8/27 9/3 9/10 9/17 9/24 10/1 10/8 0/
Jul '17 Aug '17 Sep '17 Oct '1
Task
Intermittent Task
External Task or Sub-Consultants
Progress
Summary
Milestone
PROJECT SCHEDULE
for the
REMINGTON STREET OUTFALL PROJECT
PREFERRED CONCEPT
Date: Fri 8/4/17
DocuSign Envelope ID: FCF92F18-94FF-4861-8E89-AD21EBE8E78E