2021/09/28 City Council Resolution 2021-109 RESOLUTION NO. 2021-109
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT
PARK AUTHORIZING THE CITY MANAGER TO EXECUTE TASK ORDER
2021-01 WITH COASTLAND CIVIL ENGINEERING, INC. FOR I & I
REDUCTION—B SECTION PROJECT (PROJECT 2020-15) IN A TOTAL
TASK ORDER AMOUNT NOT TO EXCEED $519,152,AND AMEND THE
PROJECT BUDGET FROM $505,000 TO $705,000 USING THE SEWER
CAPITAL PRESERVATION FUND (FUND 530)
WHEREAS, the 2020-15 I & I Reduction—B Section Project- East of Adrian(Project 2020-
15) is an approved Capital Improvement Project which includes pipe rehabilitation to reduce water
infiltration and inflow(I&I) within the sewer system caused by a combination of aging
infrastructure, high groundwater tables, and material degradation from being underground; and
WHEREAS, the scope of this project includes investigation work to identify the sewer pipes
and manholes that need rehabilitation, design services, and design support during construction; and
WHEREAS, the 2020-15 I & I Reduction—B Section Project is funded by the sewer capital
preservation fund (Fund 530); and
WHEREAS, on June 30, 2021, City staff posted a Request for Qualifications for
investigation and design services for the project; and
WHEREAS, on July 28, 2021, City staff received three (3) proposals; and
WHEREAS, City staff has reviewed the proposals and determined that Coastland Civil
Engineering, Inc. was the most qualified consultant to perform design services on this project;
WHEREAS, staff recommends executing a Task Order 2021-01 with Coastland for a total of
five hundred nineteen thousand and one hundred fifty-two ($519,152) to accommodate the scope of
work for the project;
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Rohnert
Park that the budget amendment outlined in Exhibit A, which amends I & I Reduction—B
Section Project (Project 2020-15) budget from $505,000 to $705,000, is hereby authorized and
approved.
BE IT FURTHER RESOLVED that the Finance Director is hereby authorized to
amend the I & I Reduction—B Section Project (Project 2020-15) budget from $505,000 to
$705,000 using additional funding from the sewer capital preservation fund (Fund 530).
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Rohnert Park
that it does hereby authorize and approve Task Order 2021-01 by and between Coastland Civil
Engineering, Inc., a California corporation, and the City of Rohnert Park, a municipal
corporation.
BE IT FURTHER RESOLVED that the City Manager is hereby authorized and
directed to take all actions to effectuate the Task Order 2021-01 for and on behalf of the City of
Rohnert Park, including execution, if necessary, in substantially similar form to the task order
attached hereto as Exhibit A, subject to minor modifications by the City Manager or City
Attorney.
DULY AND REGULARLY ADOPTED this 28th day of September, 2021.
CITY • R 1 I ERT PARK
t IP°
AggriLi
ATTEST: G; ce, .yor
Elizabeth Machado, Acting City Clerk
Attachments: Exhibit A—Task Order 2021-01
ADAMS:P en+ LINARES: Alle STAFFORD:P S nt ELWARD: PLie GIUDICE: ALie
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Resolution 2021-109
2
COASTLAND CIVIL ENGINEERING TASK ORDER NO. 2021-01
CITY OF ROHNERT PARK
AND
COASTLAND CIVIL ENGINEERING, INC.
AUTHORIZATION TO PROVIDE DESIGN PROFESSIONAL SERVICES FOR I & I REDUCTION –
B SECTION PROJECT, PROJECT 2020-15
SECTION 1 – PURPOSE
The purpose of this Task Order is to authorize and direct Coastland Civil Engineering, Inc. to proceed
with the work specified in Section 2 below in accordance with the provisions of the MASTER
AGREEMENT between the City of Rohnert Park ("City") and Coastland Civil Engineering, Inc.
("Consultant") hereto dated March 28, 2019.
SECTION 2 – SCOPE OF WORK
The items authorized by this Task Order are presented in Exhibit “A” - Scope of Services.
SECTION 3 – COMPENSATION AND PAYMENT
Compensation shall be as provided in the MASTER AGREEMENT between the parties hereto referenced
in SECTION 1 above. The total cost for services as set forth in SECTION 2 shall be actual costs (time
and materials) based on Consultants' standard labor charges in accordance with the provisions of the
MASTER AGREEMENT and as shown in Exhibit “B” in an amount not-to-exceed five hundred nineteen
thousand, one hundred fifty-two dollars ($519,152).
SECTION 4 – TIME OF PERFORMANCE
The work described in SECTION 2 shall be completed by December 31, 2022 or as extended by the City
Manager.
SECTION 5 – ITEMS AND CONDITIONS
All items and conditions contained in the MASTER AGREEMENT for consultant services between City
and Consultant are incorporated by reference.
Approved this 28th day of September, 2021.
CITY OF ROHNERT PARK COASTLAND CIVIL ENGINEERING, INC.
____________________________
Darrin Jenkins (Date) Name: (Date)
City Manager Title:
Per Minute Order adopted by the
Rohnert Park City Council at its meeting
of September 28, 2021 COASTLAND CIVIL ENGINEERING, INC.
______________________________________
Name: (Date)
ATTEST: Title:
____________________________
Elizabeth Machado, Acting City Clerk
Exhibit A
CITY OF ROHNERT
PARK
Proposal to Provide Engineering Design Services forI&I REDUCTION - B SECTION (EAST OF ADRIAN) PROJECT 2020-15 July 28, 2021
EXHIBIT "A"
SERVICES
Municipal Engineering
Capital Project Design
Construction Management
Building & Safety
Financing Assistance
MARKETS
Transportation
ADA Compliance
Flood Control & Drainage
Water
Wastewater
Public Facilities & Parks
Santa Rosa Auburn Pleasant Hill Fairfield
1400 Neotomas Avenue 11641 Blocker Drive, Ste. 170 3478 Buskirk Avenue, Ste. 1000 324 Campus Lane, Ste. A
Santa Rosa, CA 95405 Auburn, CA 95603 Pleasant Hill, CA 94523 Fairfield, CA 94534
Tel: 707.571.8005 Tel: 530.888.9929 Tel: 925.233.5333 Tel: 707.702.1961 www.coastlandcivil.com
July 28, 2021
Justin Brandt, PE, Associate Engineer
City of Rohnert Park
Development Services
130 Avram Avenue
Rohnert Park, CA 94928
Subject: Proposal for I&I Reduction – B Section (East of Adrian)
Project 2020-15
Dear Justin:
In order to successfully reduce inflow and infiltration (I&I) entering the City’s sewer collection system, the
City will need a trusted and experienced partner to act as an extension of City staff, providing personal,
flexible and responsive service. Coastland Civil Engineering, Inc. (Coastland) can offer just that.
Coastland has assisted cities throughout the North and East Bay with reducing the I&I entering their sewer
collection systems. We bring a broad range of experience for all aspects of sewer rehabilitation work,
including infrastructure assessment, development of I&I construction documents, overseeing emergency
repairs, conducting materials testing, providing third party review, and providing construction management
and inspection. Consider the following benefits of the Coastland team:
Long standing relationship—The City of Rohnert Park and Coastland have a relationship that
exceeds 10 years. During that time, Coastland has provided design services on many water and
sewer replacement and roadway rehabilitation projects within Rohnert Park.
The project is “in our backyard!”—Coastland’s staff live and work locally and know the City’s
standards and requirements. The project is less than 10 miles from our office, so we can respond
quickly and efficiently during design and construction.
Experienced team—Our proposed Project Manager, Jennifer Melman, will be the City’s point of
contact for this project. Jennifer is a NASSCO-certified Senior Engineer at Coastland and has
more than 24 years of directly applicable experience including recent projects involving I&I
reduction for the Bodega Bay Public Utility District and the City of Berkeley. Jennifer can be
reached at the office by phone (707.571.8005) or email (melman@coastlandcivil.com) to offer
assistance with questions regarding this proposal. Jennifer will be assisted by staff who are
experienced in the design of similar projects.
Coastland’s unique municipal perspective—For nearly 30 years Coastland has served
municipal clients with both contract staff and as full City Engineering Departments. In this capacity,
we have been involved in all phases of similar water line replacement projects – from the financing
and planning stages, through design, construction management and timely completion. This
experience provides us with a unique set of skills to manage this project that you likely will not find
in other consultants.
Mr. Justin Brandt
July 28, 2021
Page 2 of 2
If selected for these services, it will be our priority to approach the project with a practical, “can-do” attitude.
Our goal is to facilitate and move the project forward smoothly, mitigating impacts and solving problems
proactively with timely input from the City. We will employ clear and frequent communication, so the City
is always aware of the project status.
We have reviewed the RFP, asked relevant questions, and are confident that our proposal addresses the
needs of this project.
We acknowledge receipt of Addendum 1, dated July 14, 2021.
As CEO of Coastland, I am authorized to sign contracts on behalf of the company. Per the RFQ, our cost
proposal is submitted in a separate sealed envelope. This proposal and its associated cost shall remain a
firm offer for a period of 90 days from the submission deadline of the proposal. I can be reached by email
at wanger@coastlandcivil.com. We thank you for this opportunity and look forward to working with you.
Sincerely,
John Wanger, PE Jennifer Melman, PE
CEO Project Manager
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Table of Contents
Cover Letter
Relevant Experience .................................................... 1
Overview.................................................... 1
I&I Assessment & Rehabilitation ................ 2
Related Experience & References ............. 3
Personnel .................................................................... 9
Commitment .............................................. 9
Team Introduction: Coastland.................. 10
Team Introduction: Subconsultants ......... 12
Proposed Work Plan ................................................. 13
Understanding ......................................... 13
Approach ................................................. 14
Scope of Services .................................... 19
Schedule.................................................. 24
Proposed Fee ......................... Separate, sealed envelope
Appendix
A. Resumes of Coastland Staff
B. Subconsultant Resumes
C. Sample GIS Output Files
TABLE OF CONTENTS
“Coastland has consistently
provided the City with a high -
level of expertise and guidance.
Most importantly, Coastland’s
people are of solid integrity,
easy to work with, and excellent
ambassadors in representing
our interests.”
– Chester Nakahara, Former
Public Works Director, City of
Piedmont
“As a small Utility District, we
have worked with Coastland
Engineering on many projects
and are always pleased with
their responsiveness,
thoroughness, and ability to find
flexible and efficient solutions
for our engineering needs.
Throughout our relationship,
they have been very creative
and value conscious, they
always keep sight of a project's
goals and objectives. We are
delighted to have them as part
of our team.”
– Felix Hernandez III, Former
General Manager, Bodega Bay
Public Utility District
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 1
Coastland Civil Engineering, Inc. (Coastland) provides civil engineering, construction management, and
building and safety services to public agencies spanning Northern California.
As a mid-size consulting firm with a strong reputation for excellence and tailored service, we have learned
how to gain insight into our individual clients’ values so that our service reflects positively and consistently
with our clients’ goals and initiatives. Our ability to tailor each project to the community’s unique history and
traditions sets us apart and enables us to meet the particular needs of each client.
Since Coastland opened its doors in 1991, we have delivered a wide variety projects including water,
wastewater, drainage, flood control, buildings, transportation and public facilities. Our extensive experience
with complex and multi-faceted projects benefits our clients in every arena. Whether the project requires
expertise within one, or all departments, we deliver the highest quality work product and services ranging
from design, construction management and inspection, building safety, planning, financing, and program
management.
Primary Services:
Municipal Engineering
Capital Project Design
Construction Management &
Inspection
Building & Safety
Financing Assistance
Markets
Wastewater
Water
Transportation
ADA Compliance
Public Facilities & Parks
Structures & Bridges
Clients
Cities
Counties
Special Districts
Because we specialize in serving public agencies, we have a unique understanding of project delivery and
the impacts each project may have on the community. This public agency focus allows us to understand
the importance of timing constraints on public projects and how to successfully expedite project approval
to meet our clients’ schedule and budgetary needs.
With a staff of over 65 professional engineers, construction managers and inspectors, technicians and
support staff Coastland has ample resources to respond to the City’s requests while still providing a highly
personal approach which is not often found in larger firms.
Over 94% of our work is from repeat clients, attesting to client satisfaction and confidence. Our ability
to tailor each project to the community’s unique history and traditions enables us to meet the needs of each
client.
RELEVANT EXPERIENCE
OVERVIEW
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 2
Coastland has assisted cities throughout the North and East Bay
with reducing the inflow and infiltration (I&I) entering their sewer
collection systems. We bring a broad range of experience for all
aspects of sewer rehabilitation work, including infrastructure
assessment, development of I&I construction documents,
overseeing emergency repairs, conducting materials testing,
providing third party review, and providing construction
management and inspection.
CONDITIONS ASSESSMENT
Conditions assessment of a city’s infrastructure is key to
understanding where and how to focus rehabilitation efforts.
Coastland has NASSCO-certified staff who are experienced in
assessing the condition of all major elements of a collection system,
including sewer mains, manholes and laterals. We can help the City
identify projects that will yield the greatest possible I&I reduction for
the lowest cost.
EXPERIENCE WITH INNOVATIVE REHABILITATION METHODS
There is no single construction method that is best for all varieties of sewer rehabilitation work. Coastland
has broad experience with design and construction management of both traditional remove and replace
sewer projects, as well as a variety of trenchless methods including cured-in-place pipe lining (CIPP-lining),
pipe bursting, pipe reaming, and horizontal directional drilling. Pipe and manhole rehabilitation methods
continue to improve and innovate, so we work with contractors and manufacturers to stay up to date on
current methodologies and opportunities. The selection of appropriate construction methods is dependent
on a host of considerations, including street conditions, proximity to utilities or improvements, pipe size and
materials, depth, groundwater conditions, flow capacity, repaving concerns, type of defects, and, of course,
cost. Coastland can help the City navigate through these options to choose the best solutions for their
specific needs to achieve extended design life and cost savings.
DESIGN OF IMPROVEMENT PROJECTS
Design of public works capital improvement projects is what we do. We work closely with City staff to
understand their goals and needs, and then develop solutions that make sense. We have abundant
resources and experience that make the development of plans, specifications and cost estimate efficient
and reliable. From start to finish, we know how to get the work done, on time and under budget.
MUNICIPAL ENGINEERING
Municipal engineering is the core of our business. Having provided day-to-day contract municipal
engineering to over 20 northern California agencies, our team can provide unique insight and a highly
efficient approach. We are excited about this opportunity to serve the City of Rohnert Park and we look
forward to continuing our long-lasting relations with City staff.
I&I ASSESSMENT & REHABILITATION
I&I Reduction Services
• Infrastructure Conditions
Assessment
• Feasibility Evaluation,
Alternatives Analysis
• CIP Planning and Funding
• Full Design Development, PS&E,
Cost Estimates
• Third-Party Review
• Materials Testing
• Value Engineering and
Constructability
• Implementing Sewer Lateral
Compliance Programs
• Bid Support & Engineering
Services During Construction
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 3
Coastland offers the following project descriptions and references for similar work pertaining to the I&I
Reduction – B Section (East of Adrian) project. Our experience with these projects includes project
management and design. Our proposed subconsultants have been involved in a number of these projects.
CITY OF ROHNERT PARK – ON-CALL ENGINEERING
Coastland provided ongoing capital project design and construction
management services for several of the City’s capital projects. Recent
related projects are detailed below:
ALTA/ALMOND SEWER & WATER REHABILITATION
Coastland evaluated various rehabilitation options, and provided design,
plans and specifications and bidding support for replacement of the aged
water and sewer mains in the Alta Avenue and Almond Street project
area. The project consisted of 1,700 feet of reconstructed sewer main
and approximately 1,000 feet of water main, along with replacement of
lower laterals, water services and fire hydrants.
ADRIAN SEWER & WATER REHABILITATION
Coastland recently provided design services to rehabilitate the sewer
and water systems in an older neighborhood. The work consisted of
rehabilitating approximately 4,400 feet of 12-inch to 18-inch sewer lines
and about 950 feet of 6-inch sewer lines. The work also included
replacement of manholes and lower laterals to renew the collection
system, reduce inflow and infiltration and ensure adequate capacity for
anticipated flows. The water system in the project area was replaced,
including approximately 5,400 feet of main, valves, water services and
fire hydrants to renew the distribution system and ensure adequate
capacity for required fire flows.
Client Reference:
Vanessa Garrett, Director of Public
Works
City of Rohnert Park
(707) 588-2251
vgarrett@rpcity.org
RELATED EXPERIENCE & REFERENCES
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 4
BODEGA BAY PUBLIC UTILITY DISTRICT – DISTRICT ENGINEERING
SERVICES (2013-PRESENT)
As District Engineer for the Bodega Bay PUD Coastland provides on-call capital project design and
construction management services on all of the District’s improvements. Coastland has assisted in the
preparation of a five-year Capital Improvement Program and with the evaluation of the District’s wastewater
treatment plant. Design and construction management services have also been provided for emergency
sewer repairs and the installation of the new Bay Flat Well, well station and associated pipelines.
2021 SEWER REHABILITATION PROJECT
Coastland is currently working with Bodega Bay Public Utility District to
conduct a comprehensive evaluation of their sewer collection system to
identify and correct sources of surface water inflow and groundwater
infiltration. The purpose of the project is to reduce wet weather flows that
are approaching the capacity of the wastewater treatment system.
Initial work included the CCTV inspection and condition assessment of
over 73,000 feet of sewer mains and associated manholes, From this
investigation a repair inventory was developed, with prioritized projects,
repair recommendations and preliminary cost estimating. The
recommended repair methods included cured-in-place pipe-lining, pipe
bursting and traditional open-trench construction methods. Coastland
identified sewer laterals suspected of being sources of I&I and compiled
a list of property addresses for the District to follow up with property
owners. Rehabilitation projects also included the repair and replacement
of defective sewer manholes and cleanouts.
Coastland has recently completed the 50% submittal of construction
documents for the rehabilitation work. Construction is anticipated for
summer of 2022.
CITY OF BERKELEY—ON-CALL CIVIL ENGINEERING SERVICES FOR
SANITARY SEWER PROGRAM
Coastland is currently providing on-call civil engineering services to the City of Berkeley to assist the City
with planning, design, and construction support of its annual Sewer Rehabilitation Capital Improvements
Projects.
MARTIN LUTHER KING WAY SANITARY SEWER REHABILITATION
Coastland provided engineering design services for the I&I assessment
and rehabilitation of sanitary sewer mains on Martin Luther King Way,
Cedar Street and other miscellaneous locations within the City.
I&I assessment consisted of the CCTV review of 6,000 linear feet of
sanitary sewer, manhole inspections, and investigation of unidentified
sewers and potential sources of inflow. Construction documents for
sewer main rehabilitation included trenchless construction methods including cured-in-place pipe lining,
pipe bursting, pipe reaming, and horizontal directional drilling, as well as traditional open-cut methods.
Client Reference:
Janet Ames, District Manager
Bodega Bay Public Utility District
(707) 875-3332
j.ames@bodegabaypud.com
Client Reference:
Ricardo Salcedo, Assistant Civil
Engineer
City of Berkeley
(510) 981-6407
rsalcedo@cityofberkeley.info
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 5
Other project elements included abandonment and disconnection of inactive
mains, investigation of cross-connected storm drains, manhole replacement and
rehabilitation, and replacement of 4-inch and 6-inch sewer laterals.
Services included review of CCTV videos, utility location, extensive utility
coordination, permitting with BART, preparation of construction documents, as
well as bid and construction assistance. Because the project impacted Berkeley
High School and Willard Middle School, coordination with school administrative
personnel was required to minimize impacts to school operations. Several sewer
segments were located on private properties outside of City right-of-way requiring
special coordination and design considerations. Special construction methods,
including pipe reaming and horizontal directional drilling were used for
rehabilitating sewers in close proximity to and crossing under building foundations. Seven manholes
bounding sewers to be rehabilitated were unlocated at the time of project award and required extended
field review and utility location services. Several sewers were located within BART right of way and required
special assessment and design considerations to meet permit conditions.
Construction is underway and is expected to be completed mid-2021.
WALNUT STREET SEWER REHABILITATION
Coastland provided engineering design for the rehabilitation of sanitary
sewer mains at five locations in central Berkeley including Walnut and
Spruce streets. The construction documents included the rehabilitation
of approximately 6,552 linear feet of sewer mains using trenchless
replacement and traditional open-cut methods, abandonment and
disconnection of inactive mains, maintenance hole replacement and
rehabilitation, replacement of 4-inch and 6-inch sewer laterals and other related work.
Services included review of the CCTV videos, utility coordination, coordination and permitting with CDFW,
preparation of construction documents, as well as bid and construction assistance.
The project is currently in construction and is expected to be completed mid-2021.
SEAWALL DRIVE SEWER REHABILITATION
As part of Coastland’s on-call contract with the City of Berkeley,
Coastland provided engineering design for this I&I reduction project
which included the assessment and rehabilitation of approximately
7,565 feet of sanitary sewer mains, manholes and lower laterals located
in approximately 12 neighborhoods throughout Berkeley. The project
area included Seawall Drive and Seventh Street. Coastland obtained
permits for construction from the San Francisco Bay Conservation and
Development Commission (BCDC) and Caltrans.
Coastland successfully met a demanding schedule through all phases
of the project. Construction was completed mid-2020.
Client Reference:
Adadu Yemane, Assistant Civil
Engineer
City of Berkeley
(510) 981-6413
ayemane@cityofberkeley.info
Client Reference:
Ricardo Salcedo, Assistant Civil
Engineer
City of Berkeley
(510) 981-6407
rsalcedo@cityofberkeley.info
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 6
CITY OF SANTA ROSA – ON-CALL SERVICES (2000-PRESENT)
Coastland has provided continuous on-call design and construction
management services under a Master Services Agreement with the City
of Santa Rosa since 2000. In this capacity, Coastland has been
responsible for designing and inspecting the repair and/or replacement
of antiquated water, sewer and storm drain systems through the City. A
majority of the work has involved improving gravity sewer lines. Many of
these projects involved abandoning existing water mains located in
backyards and installing new mains within City right-of-way. Numerous
projects also included street reconstruction with full depth asphaltic
concrete paving or asphaltic concrete overlay, and replacement of curb
ramps and sidewalk sections. To date, Coastland has performed design
and/or construction management and inspection on over 50 public works
projects with construction costs ranging from $70,000 to over $4 million.
A selection of the projects for which Coastland has provided design and/or construction management
services under this contract are listed below:
Project Construction Cost
East Haven Dr. Sewer and Water System Improvements Currently in design
Slater St. and Lewrosa Way Sewer and Water System Improvements Currently in design
La Paloma Ave./E Haven Dr./Rogers Way Sewer and Water System Improvements $2,150,000
Oakmont Drive Sewer Main Upsizing $585,000
Accessibility Howarth Park Accessibility Alterations $850,000
Galvin Park Pathway Accessibility Improvements $340,000
Long Drive & Vicinity Sewer & Water Improvements $2.2 million
Farmers Lane Well Flushing Main $616,000
Robles Trunk Sewer Lining $1.6 million
Austin Way Area Sewer & Water Rehabilitation $2.6 million
Brentwood Dr., Church St., Sheridan Dr., & Spring Creek Drive S&W Improvements $1.9 million
Delport Ave. & McMinn Ave. Sewer & Water Improvements $2.5 million
Summerfield Rd. & Sonoma Ave. Zone 6 & 9 Water Pumper Connections $450,000
Stations 6, 7 & 12 Generators Improvements $883,999
King Street Phase II Sewer & Water Improvements $1.3 million
Llano Trunk Sewer Improvement—W. College Wet Weather Facility $2.5 million
Meadow Lane Effluent Storage Facilities Ponds “B”, “C” & “D” Repairs $4.5 million
Valley Center Dr., Village Side Dr. Sewer & Water Improvements $1.1 million
Laguna Treatment Plant Trunk Sewer Interconnect $3.2 million
Bishop, Brookside, Brookwood Sewer & Water Replacements $1.9 million
Steele Lane Sewer & Water Replacement $1.4 million
Midway / Magowan Phase Water & Sewer Replacements (Ph II & IV) $3.2 million
Todd Road Trunk Sewer Improvements $3.1 million
Spring Creek Drive Sewer and Water Replacements $3 million
3rd Street Sewer and Water Improvements $2.5 million
Montgomery and Talbot Sewer and Water Improvements $1.6 million
Tank Seismic Upgrades (R2B, R3, R4B R6, R12A & R14 over two phases)) $4 million
Bosley Street and Vicinity Sewer & Water Main Replacement $2.8 million
Mendocino Avenue Water & Sewer Main Improvements $1.5 million
Coastland provided design and construction
management/inspection services on the
Farmers Lane Well Flushing Main Project
which was awarded the 2015 Project of the
Year award for Infrastructure from ACEC.
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 7
LA PALOMA E. HAVEN ROGERS WAY SEWER AND WATER MAIN REPLACEMENT
Coastland provided engineering design services to replace aged and
obsolete sewer and water mains in East Haven Drive, Rogers Way, and
La Paloma Avenue. The project included roadway reconstruction, curb
and gutter replacement, curb ramp reconstruction and installation, and
drainage improvements. The project construction was completed in
February 2021.
Approximately 1,250 linear feet of existing 4” CI water main was replaced with 8” PVC water main in East
Haven Drive from 4th Street and extended approximately 125 linear feet past Eleanor Avenue and connect
to an existing 6” AC water main. The existing 6” AC dead end water main in La Paloma was upsized to an
8” PVC water main and extended approximately 320 linear feet to the existing 8” cross at Siesta Lane.
Existing water services were replaced with new water services with new meters and boxes in accordance
with City Standards. In addition to the water line replacement, approximately 2,030 linear feet of existing
sewer main in East Haven Drive between 4th Street and Eleanor Avenue, La Paloma Avenue between East
Haven Drive and Rogers Way, and Rogers Way between 4th Street and La Paloma Avenue was replaced.
All existing sanitary sewer manholes within the project area were replaced. Existing sanitary sewer laterals
will also be replaced with new cleanouts installed in accordance with City Standards.
SLATER STREET WATER & SEWER REPLACEMENT
Coastland is providing engineering design services to replace aged and
obsolete sewer and water mains along Slater Street from Dexter Street
to Lewis Road and along Lewrosa Way. The project will also include
roadway reconstruction, curb ramp reconstruction and installation, and
curb and gutter replacement.
Approximately 1,620 linear feet of existing sewer main will be replaced in Slater Street between Dexter
Street and Lewis Road and in Lewrosa Way. The existing 6-inch VCP sewer main will be replaced with 6-
inch PVC and the 330 linear feet of 6-inch FRP sewer main in the private sewer easement from Lewrosa
Way through to a manhole in Mendocino Avenue will be replaced. All existing sanitary sewer manholes
within the project area will be replaced and laterals will be replaced with new cleanouts.
Approximately 1,600 linear feet of existing 8-inch ACP water main will be replaced with 8-inch PVC water
main in Slater Street between Dexter Street and Lewis Road and approximately 400 linear feet of 4-inch
cast iron water main will be replaced with 8-inch PVC in Lewrosa Way. There is an existing water main
crossing over Poppy Creek that is secured underneath a concrete bridge deck. The new water main
installation at Poppy Creek may require a bore and jack installation. All existing water services will be
replaced with new meters and boxes.
The roadway pavement is in critical condition with a current PCI of 44 on Slater Street and 37 on Lewrosa
Way. The reconstruction is anticipated to include new pavement section of 0.55-feet in depth as per recent
City of Santa Rosa utility replacement projects in residential streets.
Client Reference:
Greg Dwyer, Associate Civil Engineer
(707) 543-3838
gdwyer@srcity.org
Client Reference:
Sara Mathews, Asst. Engineer
SMathews@srcity.org
(707) 543-3866
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 8
OAKMONT DRIVE SEWER MAIN UPSIZING
Coastland provided engineering design services to replace an aged and
obsolete sewer main in Oakmont with a new and larger main. The project
area involves Oakmont Drive from Oakmont Creek to Greenfield Circle.
The project was completed in February 2020. Approximately 1,188
linear feet of existing 6-inch asbestos cement sewer main was replaced
with new 10-inch PVC sewer main. Existing sewer laterals were also
replaced with new cleanouts installed in accordance with City Standards
along with the replacement of the existing sanitary sewer manholes.
An existing public sanitary sewer main across private property was
abandoned. The existing sewer laterals were rerouted to the new public
main in Oakmont Drive.
Coastland completed contract specifications, plans and engineer’s
estimate; collaborated with City staff to address plan check comments.
We also provided the City with bid assistance, responses to RFIs and
design assistance through construction.
CITY OF PIEDMONT – ANNUAL SEWER REHABILITATION PROJECTS
Each year Coastland is responsible for planning, inventory, design,
bidding assistance, construction management and inspection of city-
wide sewer improvements. The improvements have included
replacement, generally via pipe bursting and cured-in-place liners, of
28,000 feet of 6-inch to 12-inch sewer mains; 5,000 feet of sewer
laterals; point repairs; manhole rehabilitation; and installation of new
sewer manholes and cleanouts. Many of the projects included pavement
and concrete repairs.
Some of the construction was located in backyards of private properties
outside of City right-of-way. Coastland was successful at minimizing
impacts to residents through frequent communication and monitoring
efficient traffic control procedures. Construction costs for the various
projects ranged from $66,000 to $3.5 million.
SANITARY SEWER REHABILITATION, PHASE 5
Coastland was responsible for design oversight, constructability review and the inspection and construction
management services for Phase 5 of the City’s Sanitary Sewer Rehabilitation project. The project included
open cut replacement of mains, pipe bursting, and cured-in-place pipe and replacement of select laterals.
Construction was completed in 2017 at a cost of $3.5 million.
Client Reference:
Greg Dwyer, Associate Civil
Engineer
gdwyer@srcity.org
(707) 543-3838
Client Reference:
Daniel Gonzales, Public Works
Director
(510) 420-3061
dgonzales@piedmont.ca.gov
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 9
You can be confident knowing our team has the proven expertise to successfully complete this project. With
a staff of over 65 professional engineers, technicians, construction managers and support staff, Coastland
has ample resources to respond to the needs of this project. Proposed Project Manager Jennifer Melman,
PE, will be the City’s single point of contact and will manage communications and coordinate day-to-day
activities among Coastland’s support staff and subconsultants.
The following organization chart illustrates the personnel who are committed to be available to the I&I
Reduction project. All proposed team members are qualified and available to serve the City and will be
committed to providing efficient services on your project. Coastland will not substitute any proposed staff
without prior approval from the City.
PERSONNEL
COMMITMENT
CITY OF ROHNERT PARK
Justin Brandt, PE, Associate Civil Engineer
Additional Support Staff Available
Civil Design, Development Review, Construction Management & Inspection, Building Plan Review & Inspection
Jennifer Melman, PE
Senior Engineer
Project Manager
Engineering Staff
Steven Van Saun, PE
Design Assistance
Erick Tadeja, EIT
Design Assistance
Sergio Fuentes, EIT
Design Assistance
Mike Janet
Constructability Review
Heidi Utterback, PE
Engineering Design Manager
Principal-in-ChargeQA/QC
Subconsultants
Cinquini & Passarino, Inc.
Survey
Roy’s Sewer Service
CCTV
V&A Consulting Engineers
Flow Metering
Empire HDD
Potholing Services
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 10
Our key staff is dedicated to the City of Rohnert Park and this project. Following are brief summaries of our
team members and their experience. Complete resumes of relevant projects for each staff member may be
found in Appendix A.
HEIDI UTTERBACK, PE JENNIFER MELMAN, PE
PRINCIPAL IN CHARGE, QA/QC PROJECT MANAGER
Education: B.S., Civil Engineering,
University of California, Davis
Years of Experience: 31
License: Civil Engineer, CA 53723
Education: B.S. Environmental
Resources Engineering, Humboldt State
University
Years of Experience: 24
License: Civil Engineer, CA 62260
NASSCO-certified for assessment of
pipelines, manholes and laterals
Highlights:
• Coastland Civil Design Group Manager
• Currently managing the Slater St. & Lewrosa Wy. Sewer &
Water System Improvements for the City of Santa Rosa
Highlights:
• Managed and design a wide variety of public improvement
projects including the assessment and design of pipelines,
water supply booster pumps stations and sewer lift stations
as well as water supply tanks, reservoirs and well
improvements
Selected Experience Overview:
City of Santa Rosa
• 20+Sewer, Water & Storm Drain Improvement Projects
Bodega Bay Public Utility District
• Ranch Rd. Sewer Repairs
• Zone 1&2 Sewer Rehabilitation Project
City of Cloverdale
• Clark Ave. 27” Sewer Main Replacement
• Sewer Master Plan Update
City of Rohnert Park
• Adrian Wy. Sewer & Water Rehabilitation
• Alta Ave. & Almond St. Sewer & Water Rehabilitation
Sweetwater Springs Water District
• 2018 CIP Water Main Replacement
• 2017 CIP Water Main Replacement
Selected Experience Overview:
City of Berkeley
• Sanitary Sewer Rehab – Seawall Dr. Seventh St. et. al.
• Sanitary Sewer Rehab – Walnut, Spruce St. et. al.
• Sanitary Sewer Rehab – MLK Jr. et. al.
Bodega Bay Public Utility District
• District Engineering
• 2020 Sewer Rehab Project
Callayomi County Water District
• Big Canyon Well Construction
Hidden Valley Lake CSD
• 0.5MG Water Tank Replacement
City of Piedmont
• 2020 Priority Sewer Rehabilitation
STEVEN VAN SAUN, PE ERICK TADEJA, EIT
DESIGN ASSISTANCE DESIGN ASSISTANCE
Education: M.S., Civil Engineering,
Rutgers University
B.S. Civil Engineering, New Jersey
Institute of Technology
Years of Experience: 13
License: Civil Engineer, CA 86180
Education: B.S., Civil Engineering, San
Jose State University
Years of Experience: 8
License: EIT, California
NASSCO-certified for assessment of
pipelines, manholes and laterals
Selected Experience Overview:
City of Santa Rosa
• Oakmont Dr. Sewer Main Upsizing
• La Paloma, E. Haven Dr., Rogers Wy. Sewer & Water
System Improvements
• Slater St. & Lewrosa Wy. Sewer & Water System
Improvements
• Parking Lot #10 Improvements
City of Rohnert Park
• State Farm Dr. & Commerce Blvd. Water Line Replacement
Pacific Union College
• Water Storage Tank Replacement
City of Piedmont
• Oakland Ave. Rehab Project
Sweetwater Springs Water District
• 2021 CIP Water Main Replacement
Selected Experience Overview:
City of Santa Rosa
• Oakmont Dr. Sewer Main Upsizing
• Plan and Map Review Services Bay Public Utility District
• District Engineering
• Lift Station Discharge Piping Replacement
Callayomi Water District
• District Engineering
• Barrier Removal Implementation Plan (BRIP)
City of Piedmont
• City Engineering
• Sharon Ave. Storm Drain Study
Sweetwater Springs Water District
• 2018 CIP Water Main Replacement
• 2021 CIP Water Main Replacement
TEAM INTRODUCTION: COASTLAND
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 11
SERGIO FUENTES, EIT MICHAEL JANET
DESIGN ASSISTANCE CONSTRUCTABILITY REVIEW / BID SUPPORT
Education: B.S., Civil & Environmental
Engineering, University of California,
Davis
Years of Experience: 5
License: EIT, California
Years of Experience: 22
Selected Experience Overview:
City of Santa Rosa
• Slater St. & Lewrosa Wy. Sewer & Water System
Improvements
City of Berkeley
• MLK Jr. et. al. Sewer Rehabilitation
Bodega Bay Public Utility District
• Contract District Engineering
• Sewer Rehabilitation Project
City of Piedmont
• Storm Drain Mapping Project
• Annual Sanitary Sewer Rehabilitation
City of Rohnert Park
• State Farm Dr. & Commerce Blvd. Water Line Replacement
• 2019 Pavement Preventative Maintenance Program
Sweetwater Springs Water District
• 2021 CIP Water Main Replacement
Selected Experience Overview:
City of Santa Rosa
• 30+Sewer, Water & Storm Drain Improvement Projects
Bodega Bay Public Utility District
• Ranch Rd. Sewer Repairs
• Zone 1&2 Sewer Rehabilitation Project
City of Cloverdale
• Clark Ave. 27” Sewer Main Replacement
• Sewer Master Plan Update
City of Rohnert Park
• Adrian Wy. Sewer & Water Rehabilitation
• Alta Ave. & Almond St. Sewer & Water Rehabilitation
Sweetwater Springs Water District
• 2018 CIP Water Main Replacement
• 2017 CIP Water Main Replacement
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 12
Coastland’s subconsultant has been selected based on their technical abilities, their experience with
Coastland, and their successful direct experience in Rohnert Park and throughout Sonoma County.
Additional details and resumes for all subconsultants are provided in Appendix B.
Cinquini & Passarino will assist Coastland with all required surveying
on this project. Established in 1954, Cinquini & Passarino, Inc. (C&P) has
a history of stability and reliability throughout the North Bay providing
municipal and private clients with reliable surveying services ranging from
topographic surveys, railroad surveys, boundary surveys, right of way
surveys, terrestrial laser scanning, aerial drone surveys, hydrographic
surveys, GIS services and construction surveys. Their focus is land surveying and with offices in Santa
Rosa, Healdsburg, Napa and Oakland, C&P is a proven leader among land surveying consultants servicing
the northern Bay Area.
C&P is an innovative and problem-solving land surveying firm. They utilize the latest technology in
surveying and mapping to increase efficiency while maintaining the high accuracy and quality of survey
deliverables for which they are known. While applying the latest in survey equipment such as Unmanned
Aerial Systems (drones), Total Stations, GNSS Global Positioning Technology, and Electronic Field
Computers is essential, it is their knowledgeable team of professionals and highly skilled staff that brings
value to municipal projects.
Assisting Coastland with sewer video camera inspections (CCTV) will be
Roy’s Sewer Service of Novato. Their company was established in 1968
to provide full range of sewer and drain services, including cleaning, snaking,
hydro flush, vacuum excavation, locating (Sonar transmitter), and CCTV
inspections of pipe sizes 2” and above. In addition, Roy’s services sanitary pump stations, baker boxes,
and vacuum excavation of pier holes, pits, spills, etc. Roy’s clients include cities, counties, municipalities,
sanitation districts, contractors and consulting engineers.
V&A Consulting Engineers, Inc. (V&A) will provide flow monitoring
services. V&A is a consulting firm founded upon corrosion engineering as a
core discipline by Jose Villalobos in May of 1979. V&A has over 41 years of
experience in corrosion engineering, including cathodic protection (CP), and
specializing in evaluating, rehabilitating, and preserving municipal infrastructure. Our firm assists clients in
evaluating and extending the remaining useful life of aging infrastructure, primarily in the water, wastewater,
and transit industries. V&A is made up of professionals passionate and dedicated to this practice and have
the necessary experience and breadth of resources to provide our clients with corrosion engineering and
condition assessment services.
TEAM INTRODUCTION: SUBCONSULTANTS
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 13
ADDRESSING AGING INFRASTRUCTURE
The City’s A-Section and B-Section neighborhoods, constructed in the 1960s, are amongst the oldest in
the City. The wastewater collection system, consisting of nearly 10 miles of gravity sewers and 216
manholes, is close to 60 years old and approaching the end of its practical design life. The City is aware of
increasing inflow and infiltration (I&I) of storm water and groundwater into the sewer collection system, as
evidenced by increasing wet weather flows.
In 2016, the City undertook a system-wide flow monitoring study and a targeted I&I reconnaissance study
that confirmed that parts of A- and B-Section neighborhoods (Basins 3, 4, and 5) are among the primary
sources of I&I within the City. The studies found that the collection system in these basins had high levels
of inflow, rainfall-dependent infiltration, and groundwater infiltration.
REDUCING I&I THROUGH ASSESSMENT AND TARGETED REHABILITATION
The City desires to pursue I&I reduction in the sewer collection system of Basins 3, 4, and 5 through an
assessment and targeted rehabilitation project with the following major elements:
• Review of existing mapping and record drawings, flow monitoring and I&I reconnaissance reports,
Google Earth imagery, utility information, and other
relevant information;
• Conduct a conditions assessment of sanitary sewer
facilities, including CCTV assessment of all sewer mains
within the project area;
• Public outreach to notify and inform the public and affected
property owners of the project;
• Potholing of underground utilities in areas of potential
conflict;
• Development of prioritized rehabilitation projects based on anticipated I&I reduction with pre-
design level construction cost estimates;
• Development of plans, specifications, and cost estimates for City-approved projects, with City
review at 60% and 90% milestones;
• Bid phase services and design services during construction;
• Preparation of record drawings; and
• Pre- and post-construction flow monitoring at 6 locations, with assessment of I&I reduction
effectiveness
PROPOSED WORK PLAN
UNDERSTANDING
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 14
REVIEW OF BACKGROUND DOCUMENTS AND MEETING WITH PUBLIC WORKS STAFF
Coastland will begin the project by evaluating project needs and
reviewing available background information, including as-builts, utility
information, base maps, previous studies, manhole inspection
information and other relevant information.
To focus our efforts, we will meet with Public Works staff to learn about
known areas of concern, including defective sewers and manholes,
as well as undersized sewers where surcharging is known to occur.
We will also identify sewers that have been recently replaced or are
soon-to-be replaced to focus our efforts in other areas.
PUBLIC OUTREACH
Coastland proposes to notify and inform the public and affected property owners during both the
assessment and construction stages of the project. Coastland will determine the project impact area, and
prepare a notification mailer, and project description material to be posted on the City’s website. We assume
that the City will reproduce and distribute/mail the notices. Coastland will assist the City in communicating
with the public and answering technical questions. If needed, we have included attendance at up to two (2)
City-hosted public information meetings.
FLOW MONITORING
Coastland’s subconsultant, V&A Engineering, will conduct flow monitoring at
six (6) City-approved locations for up to 2 months during the winter before
and after the project construction. Coastland and V&A will work with the City
to develop a strategy for selecting flow monitoring sites that are most likely
to generate meaningful data that will allow the comparison of wet weather
flow peaking factors of rehabilitated versus non-rehabilitated sewers. The
pre-construction flow monitoring sites will be selected prior to the
identification of projects to be constructed. It is possible that some of the
monitored sub-basins will end up having few or no rehabilitation projects. The
following winter, after the rehabilitation project has been constructed, V&A
will conduct flow monitoring again. Some of the post-construction flow
monitoring sites will be in the same location as during the pre-construction
phase to get an “apples to apples” flow comparison. Other monitoring sites
will likely be relocated, possibly to sites directly upstream and downstream
of a rehab project, to compare the flow peaking factor of repaired versus non-
repaired sections of sewers. V&A will compile the flow monitoring data and prepare a report to assess the
effectiveness of rehabilitation projects to reduce I&I.
I&I ASSESSMENT
Our conditions assessment of the sewer collection system will include sewer mains, laterals, and manholes
and will be conducted during wet weather conditions to optimize our ability to observe major sources of I&I.
Our approach is designed to identify sources of both “inflow” from cross-connections of sewer mains with
stormwater catch basins, area drains, and downspouts, and sources of “infiltration” from deteriorated and
defective infrastructure. Our detailed approach is described below.
APPROACH
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 15
Sewer Mains
Our subconsultant, Roy’s Sewer, will clean and conduct CCTV inspections
of all sewer mains within the project area. CCTV inspections will comply
with applicable parts of the City Sewer Design Standards Section XII, Part B
“CCTV Inspection”.
We will provide videos of each inspection as well as a report with
photographs and descriptions of observed defects. Coastland’s NASSCO-
certified staff will review the CCTV video and reports to assess the pipe
condition and develop a list of prioritized rehabilitation projects based on
their potential for groundwater infiltration. Defects such as sags or pipe
surface corrosion/deterioration that may not contribute to I&I will also be
noted as they affect the types of construction methods to be considered and
add weight to project prioritization. The list of recommended rehabilitation
projects will include pipe description, summary of major pipe defects and
locations, images of major defects, and the recommended rehabilitation
method.
Laterals
According to the U.S. EPA, sewer laterals are estimated to contribute about
40 percent of a system’s infiltration and inflow.1 Suspected sources of both
inflow (illegal interconnections with non-wastewater flows) and infiltration
(cracks, breaks and defects) can be observed during CCTV assessment of
sewer mains as large amounts of clear water coming out of a lateral. The
presence of piled trench backfill gravel in the lateral is another indicator of an
upstream break in the lateral.
Coastland will prepare a list of addresses (with a still image of each lateral
from CCTV) of properties whose laterals are suspected of being defective or
otherwise a source of I&I. Because property owners within the City are
responsible for maintaining their sewer laterals in good condition, the City
may opt to notify these property owners of the suspected findings, inform
them about illegal interconnections of non-wastewater flows to the sewer
system (if applicable), and require them to CCTV their laterals and correct any defects identified.
Manholes and Cleanouts
Coastland proposes to do a targeted inspection of up to 30 manholes and
cleanouts with known or suspected sources of I&I. A list of suspected structures
will be compiled from those identified during our meeting with PW staff and those
listed in the “2016 Inflow/Infiltration Reconnaissance Report”. Other suspected
structures will be identified during the sewer main CCTV inspection, which will
be extended beyond the usual pipe-only video segment to include a cursory view
of the entry manhole as the camera descends down the structure, as well as a
360-degree view of the receiving manhole/cleanout. This list of
manholes/cleanouts suspected of I&I, along with descriptions of known or
suspected defects, will be provided to the City.
1 (2014) U.S. EPA, “Private Sewer Laterals”, Excerpts from State of Technology for Rehabilitation of
Wastewater Collection Systems (EPA/600/R-10/078),
https://www3.epa.gov/region1/sso/pdfs/PrivateSewerLaterals.pdf
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 16
For the 30 manholes/cleanouts that appear to be the most significant sources of I&I, a detailed manhole
inspection will be conducted by Coastland engineering staff (who will perform the inspection) and our survey
subconsultant, Cinquini & Passarino (who will provide GPS survey, traffic control and manhole access).
This manhole inspection will be conducted from street level (no entry of structures), and will be focused on
structural conditions and observed defects that could be sources of I&I. A detailed manhole inspection
report will be prepared for each structure including photos and detailed descriptions of locations and extent
of defects. Any observed pipe connections that are not identified on the City’s GIS system will be
investigated, especially if they have large amounts of clear water and could be a cross-connection with a
stormwater catch basin.
DESIGN DEVELOPMENT
Following the conditions assessment of sewer mains, laterals, and manholes within the project area,
Coastland will prepare the Design Development submittal, which will include an exhibit depicting
recommended project sites with their recommended construction methods, and a pre-design construction
cost estimate.
Selection of Rehabilitation Construction Methods
Coastland will select construction methods for rehabilitating each project site based on our extensive I&I
design experience. All of the listed repair methods can be designed to provide a service life of 50+ years.
Some additional considerations are included below.
Coastland anticipates that most of the rehabilitation of sewer mains will consist
of cured-in-place-pipe (CIPP) lining. This is our preferred method of size-for-size
trenchless rehabilitation because of its ability to provide 50-year design life with
lower design and construction costs. CIPP-lining can often be completed without
any damage to adjacent manholes or to asphalt pavement. However, CIPP-lining
is not effective for correcting undersized pipes, or pipes with significant sags.
Pipe obstructions, like pipe collapses, major offset joints, or obstructing laterals,
may need to be spot-repaired prior to lining of the pipe.
Pipe-bursting is an effective trenchless method of up-sizing sewer pipe, and a
strong consideration where there are deep sewers, lots of utility crossings, or
private improvements to avoid disturbing. Pipe-bursting provides a seamless
HDPE pipe which is valuable for preventing future infiltration in areas with high
groundwater or adjacent to creeks. Pipe obstructions, like pipe collapses, major
offset joints, or obstructing laterals, may need to be spot-repaired prior to pipe-
bursting. Adjacent manholes need to be repaired after pipe-bursting. Asbestos-
cement pipe (ACP), which makes up over 70% of sewer mains in the project
area, may not be pipe-burst for air quality reasons. However, for other pipe
materials, pipe-bursting remains a viable option, particularly for trunk sewers
that surcharge during rain events as was observed in the 2016 Sewer Flow
Monitoring and Inflow/Infiltration Study.
Traditional remove and replace pipe rehabilitation is the preferred method of
correcting major sags, replacing short lengths of pipe, and where other rehabilitation methods are not
feasible. Depending on the location of the sewer main in the street, the extent of pavement replacement
can be a significant cost to the project.
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 17
Manholes will be recommended for repair of specific problems (for instance
defective pipe penetrations, root intrusion, broken rings, or cracks) or total
replacement based on the extent of deterioration, the type of defects, and other
adjacent rehab work.
Project Selection
During the review process of the Design Development submittal, we will
collaborate with the City to select the rehabilitation projects that the City wants to
build this year. During this process, we will also determine the construction method
for each rehabilitation site, as this will affect how we proceed with preparation of
construction documents.
PRELIMINARY ENGINEERING
Once the scope of the rehabilitation projects is determined, we will begin the preliminary engineering tasks.
The level of design effort is affected by the project’s construction methods.
For CIPP-lining projects, a topographic survey is usually not required because construction does not involve
excavation. Coastland has successfully bid these projects with plans prepared on an aerial background
with approximate manhole depths (taken from GIS databases, as-builts, or field measurements). Utility
coordination, consisting of requesting underground utility information from utility providers is conducted, but
utilities are typically not shown on the plans. A field review is conducted for all sites. Potholing is usually
not needed for these sites.
For pipe-bursting projects, construction plans are developed on an aerial background (no survey), but
existing utility information is requested from utility providers and shown on the plans. Potholing is conducted
when existing utilities or other improvements are within close proximity to the sewer to be pipe-burst,
especially when the pipe diameter is to be increased. A field review is conducted for all sites. Because of
the prevalence of ACP, we are assuming that pipe-bursting will not be a major part of the project.
For traditional remove and replace rehabilitation projects, we will provide plan/profile construction plans
based on topographic survey base mapping. We will request existing utility information from utility providers
and show them on the plans. A field review is conducted for all sites. Potholing is conducted when crossing
utilities or other improvements are within close proximity to the sewer to be replaced.
For the purpose of this proposal’s fee estimate, we made assumptions as to the size of the rehabilitation
project to be designed this year as well as the methods of construction. Based on a total project budget of
$3.062M (per Justin Brandt), we estimated a construction cost estimate after subtracting out the following
costs: engineering and assessment (15%), administration (5%), construction management and inspection
(13%). From that subtotal we removed contingency (10%) and contractor overhead and profit (10%), which
yielded a construction cost estimate of $1.662M.
We based our design work estimate based on an assumed construction cost estimate of $1.662M and the
following assumptions:
• 90% of the sewer main rehab will be CIPP-lining (7,800 LF at $150/LF)
• 10% remove and replace sewer main rehab (1,000 LF at $250/LF)
• 10-point repairs ($25,000 each)
• 5 rehabilitated manholes ($5,000 each)
PREPARATION OF CONSTRUCTION DOCUMENTS
After completing the preliminary engineering tasks, we will then prepare the 60%, 90%, and Final Design
Submittals, which consist of construction plans, specifications and cost estimates. Our construction
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 18
management team will review the project plans to ensure constructability, as well as look for opportunities
to save money by using alternate construction methods.
BIDDING AND DESIGN ASSISTANCE DURING CONSTRUCTION
After the construction documents are completed, we will assist the City with bidding and design assistance
during construction including reviewing up to twenty (20) submittals and responding to ten (10) RFIs.
Coastland will attend the pre-construction conference meeting and up to five (5) site visits, including the
punch list visit.
RECORD DRAWINGS
Coastland will prepare record drawings in AutoCAD, GIS and pdf formats that meets the City’s technical
requirements stated in the RFQ. At project start-up, Coastland’s project manager and AutoCAD lead
designer will meet with City staff to understand any specific City needs and format requirements. Coastland
will set up their AutoCAD files in compliance with City requirements in terms of layer convention and spatial
registration.
In preparation of record drawings, Coastland will provide these documents in a format easily transferable
to a shapefile. The pdf image files will include revision clouds and redlines, as well as notes explaining the
changes that were made.
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 19
Our approach to this project will build upon the City’s Scope of Services contained in Section IV of the RFQ.
The following Scope of Services is based on our understanding of the project and assessment of project
opportunities.
TASK 1 – PROJECT MANAGEMENT AND COORDINATION
Throughout the project, we will work closely with the City to keep you informed of our progress and apprised
of any new information that may warrant your attention.
We propose to meet with City staff to discuss project details, establish goals, review the project schedule
and coordinate efforts. Included are the project kick-off meeting and four (4) design review meetings at the
Design Development, 60%, 90% submittals and final (100%) submittal milestones.
TASK 2 – PUBLIC OUTREACH
Coastland proposes to conduct public outreach at two phases during the project: prior to the assessment
and prior to construction. Prior to the assessment, Coastland will prepare an informational mailer to be
distributed to property owners within the entire project area as well as prepare a project description to be
posted on the City’s website. Prior to construction, Coastland will prepare a second informational mailer
regarding construction activities to be sent to all property owners within the construction impact area. We
assume that the City will generate distribution lists based on the Coastland-provided project impact area
and reproduce and distribute the mailers.
Task 2 Deliverables: Project impact areas, public notification mailers and project description materials.
TASK 3 – FLOW MONITORING
Coastland’s subconsultant, V&A Engineering, will conduct flow monitoring at six (6) City-approved locations
for approximately 2 months during the winter before and after the project construction. V&A will compile the
flow monitoring data and prepare a report to assess the effectiveness of rehabilitation projects to reduce
I&I.
Task 3 Deliverables: Flow Monitoring Study of I&I Rehabilitation Effectiveness
TASK 4 – I&I ASSESSMENT
4.1 Review Background Information
We will assemble and review the available City information pertaining to the project including as-built
drawings, utility information, base maps, previous studies, right-of-way data and additional pertinent
information for the project.
4.2 CCTV Inspection and Assessment
During the 2021-22 wet weather season, Roy’s Sewer Service will CCTV-inspect all the sewers within the
project area with the following exceptions:
• 18-inch trunk sewer on Alison Avenue (Per Justin Brandt, this segment is planned for replacement
in the coming year and will be removed from project scope.)
SCOPE OF SERVICES
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 20
• Trunk sewer on Adrian Drive between MH1270 and MH1310 (These pipes were replaced in 2013-
2014 and eliminating this high-traffic work will greatly reduce the CCTV costs.)
CCTV videos will include a limited view of the launching and receiving manholes. Roy’s Sewer Service will
prepare CCTV inspection videos and reports with still images of all observed defects.
Coastland’s NASSCO-certified staff will review the CCTV inspection videos and reports and assess the
conditions of sewer mains and manholes. Based on the assessment findings, Coastland will prepare a
prioritized list of rehabilitation projects, including pipe description, a summary of pipe defects, images of
significant defects, and recommended construction methods.
Coastland will also attempt to identify sewer laterals that may be sources of I&I based on large amounts of
clean water discharge and/or the presence of gravel in the lateral. Coastland will compile a list of property
addresses whose laterals are suspected of I&I for the City’s use.
4.3 Manhole Inspection and Assessment
Coastland will compile a list of manholes that are known or suspected of being significant sources of I&I,
as gathered from Public Works staff, previous studies, and from observations in CCTV videos.
From this list, and as approved by the City, Coastland and Cinquini and Passarino will conduct manhole
inspections of up to thirty (30) structures and prepare a detailed manhole inspection report identifying all
observed sources of I&I.
Following these inspections, Coastland will review the inspection reports to assess manhole conditions for
sources of I&I and add identified projects to the prioritized list of recommended rehabilitation projects which
includes images, a summary of defects, and recommended rehabilitation methods.
Task 4 Deliverables: CCTV inspection videos and reports, List of recommended rehabilitation projects, List
of property addresses with suspected sources of I&I, and Manhole inspection forms.
TASK 5 – DESIGN DEVELOPMENT
From the manhole and sewer main assessment information, Coastland will prepare an exhibit showing
proposed rehabilitation projects, with recommended repair methods. Coastland will also prepare a
preliminary scoping budget for these projects.
Task 5 Deliverables: Three (3) copies of the Design Development Exhibit and three (3) copies of the
preliminary scoping budget.
TASK 6 – PRELIMINARY ENGINEERING
6.1 Topographic Survey
For this proposal, we have assumed that 1,000 linear feet of topographic survey will be needed. Our
subconsultant, Cinquini and Passarino, Inc. (CPI), will conduct the topographic survey of the project area(s)
which will be determined during the Design Development phase.
The work will include performing a ground topographic survey and prepare a map at 1” =20’ scale with a
one-foot contour interval. Survey limits will be from back of sidewalk to back of sidewalk (where present).
The roadway will be cross sectioned at intervals of fifty (50) feet.
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 21
Topographic survey will include all necessary work to produce a topographic map, including features such
as, but not limited to; building corners and elevations, curb lines, water meters, sewer cleanouts, valves
and manholes (including rim, invert and pipe information), utility markings on the pavement, utility poles,
driveway locations, sidewalks, trees four (4) inches and larger, retaining walls or decorative walls, and other
pertinent information that could apply to the project design. Topographic survey will be provided on North
American Vertical Datum of 1988 and horizontally relate California Coordinate System of 1983, Zone II.
If it’s determined during the development design phase that more than 1,000 lineal feet of sewer
topographic survey is needed, we will provide an updated scope and fee for the City’s review.
6.2 Utility Coordination
We will work with outside utility companies to ensure that existing facilities, both underground and overhead,
are identified accurately during the design phase. This task will include writing letters to PG&E, AT&T and
Comcast informing them of the project and requesting their facility drawings. We will also coordinate with
the City regarding existing water, sewer and storm drain facilities.
6.3 Utility Potholing
Because pothole efforts can vary greatly from project to project and will not be identified until after the
Design Development stage, it is difficult to determine if potholing will be required and to what extent. For
the purposes of this proposal, we have included the cost for a utility vacuum excavation contractor to
perform ten (10) potholes in the project area. Since this is a City project, we have assumed the fee for the
required encroachment permit will be waived. Effort for coordination with utility companies and to request
relocations, if necessary, are not included in this scope. However, we would be happy to assist the City
with these items once the efforts are quantified during design.
6.4 Field Review
We will conduct a field review of the project sites to verify that all pertinent information is on the plans and
to assess any issues related to constructability of the available methods. Coastland will coordinate with the
City to obtain property owner access to sewer easements on private property.
Task 6 Deliverables: Sealed copy of the Topographic Survey Map.
TASK 7 – PREPARATION OF CONSTRUCTION DRAWINGS
This proposal assumes that 1,000 linear feet of sewer will be rehabilitated by remove and replace methods,
and 7,800 linear feet of sewer will be rehabilitated by CIPP-lining and/or pipe-bursting. For remove and
replace rehabilitation projects, we will prepare plan/profile sheets at 20-scale based on topographic survey
mapping. For CIPP-lining and/or pipe-bursting work, we will prepare plan views at 30-scale based on aerial
image background. Plans will include references to pertinent City standards. The outline specifications will
include the City’s front-end specifications, provided by the City.
7.1 60% Submittal
Following the approval of the Design Development Exhibit we will prepare a 60% submittal, which will
include 60% drawings, preliminary engineer’s estimate, and outline specifications.
Task 7.1 Deliverables: Three (3) copies of the plans, two (2) copies of the preliminary estimate, and two (2)
copies of the outline specifications.
7.2 90% Submittal
The project will essentially be complete for this submittal. All comments from the City’s review of the 60%
submittal will be addressed. The project technical specifications and estimate will be updated to include all
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 22
work items. A constructability review will also be performed by Coastland’s construction manager at this
phase.
Task 7.2 Deliverables: Three (3) copies of the plans, two (2) copies of the estimate, and two (2) copies of
the specifications.
7.3 Final Submittal
Following the City’s review, we will address any comments on the 90% submittal and provide the City with
electronic copies of final drawings, final estimate/itemized bid sheet, and electronic technical specifications
for a review to verify all comments have been addressed. Following the City’s final review, we will prepare
final bid documents, including final approved drawings in electronic AutoCAD format, and all related files in
MS Word, MS Excel, and PDF formats, as appropriate.
Task 7.3 Deliverables: Three (3) copies of the plans, two (2) copies of the estimate, and two (2) copies of
the specifications.
TASK 8 – BID PHASE AND DESIGN SERVICES DURING
CONSTRUCTION
During the bidding process, we will provide bid assistance to the City to answer questions that may arise
during the bidding phase. This will include assisting the City in preparing up to one (1) addendum that may
be necessary. If requested, we will also attend a pre-bid conference for prospective bidders.
Please note that the time associated with this task does not include any time necessary for bid protests. If
a bid protest is issued by any of the bidders, we can provide this as an additional service on a time and
materials basis, as the time to process the protest is unknown.
During construction, Coastland will provide design support services, which includes assisting the City with
answering up to ten (10) Request for Information (RFI’s) and up to twenty (20) submittals from the
Contractor and up to five (5) site visits, including the punch list visit. We understand and appreciate the
importance of construction support. Our intention is to be an extension of City staff. Please note that our
effort for this task is only an estimate. If further construction design assistance is requested during
construction, we will notify the City and provide a modified scope and fee for the City’s consideration.
TASK 9 – RECORD DRAWINGS
Upon the completion of construction and final punch list approval, Coastland will prepare record drawings
based on red-line “as-builts” provided by the Contractor. Record drawings will be submitted to the City in
electronic format (AutoCAD, GIS, and PDF) and in compliance with the City’s format requirements. In
Appendix C, Sample GIS Output Files, we have included an example of the data fields we offer for the GIS
output file in GDB format.
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 23
ASSUMPTIONS
With the intention of providing the City the highest quality of service at a good value, we have prepared
our scope of services with the following assumptions. Additional services can be provided in a separate
cost proposal at the request of the City.
This scope of service assumes the following:
• CCTV video inspection or assessment of sewer mains on Alison Avenue or Adrian Drive is not
included (as explained in the Scope of Services),
• Grit from flushing of sewer mains may be disposed without cost at the City’s vactor disposal site,
• Potable water for flushing of sewer mains will be available from the City without cost,
• Flow monitoring is limited to a 2-month period for each phase: pre-construction and post-
construction,
• Topographic survey is limited to 1,000 LF of pipe,
• Manhole investigations are limited to 30 structures,
• PS&E documents will be prepared for up to 8,800 linear feet of sewer main rehabilitation.
• City encroachment permits will not be required for survey, flow monitoring, or CCTV work.
Rohnert Park Proposal for I&I Reduction – B Section (East of Adrian) | Page 24
The City’s preference is to conduct the I&I assessment during wet weather conditions and to bid the project
in Spring of 2022. Coastland anticipates that the assessment and design work will take 6 months on an
expedited schedule. Assuming that the weather cooperates, and we have a few good storms in mid-
November, Coastland proposes to begin the I&I assessment in late November of 2021, to have construction
documents ready for bid on June 1, 2022, within the City’s preferred timeline, and to complete the post-
construction flow monitoring in March 2023. However, if rain doesn’t set in until February of 2022, and the
City opts to conduct the CCTV after that time, the project would bid 6 months later, in mid-August of 2022,
which is after the City’s preferred bid date. Coastland will work with the City to make start date decisions
based on weather forecasts and project scheduling concerns.
We have provided a preliminary schedule showing estimated completion dates of major milestones
assuming a start date in late November 2021. Coastland has successfully delivered many similar projects
and our team is committed to devoting the necessary time to meet the City’s deadlines.
PROPOSED PROJECT SCHEDULE
ID Task Name Duration Start Finish1Notice to Proceed0 daysMon 8/16/21Mon 8/16/212Project Kickoff Meeting1 wkMon 8/16/21Fri 8/20/213Flow Monitoring345 daysMon 11/29/21Fri 3/24/234Pre‐Construction Flow Monitoring2 monsMon 11/29/21Fri 1/21/225Post‐Construction Flow Monitoring2 monsMon 1/2/23Fri 2/24/236Reporting4 wksMon 2/27/23Fri 3/24/237Public Outreach132 daysMon 11/15/21Tue 5/17/228Pre‐Assessment Outreach2 wksMon 11/15/21Fri 11/26/219Pre‐Construction Outreach2 wksWed 5/4/22Tue 5/17/2210I&I Assessment100 daysMon 8/23/21Fri 1/7/2211Review Background Information3 wksMon 8/23/21Fri 9/10/2112Manhole Inspections (up to 30)2 wksMon 11/29/21Fri 12/10/2113Manhole Assessment1 wkMon 12/13/21Fri 12/17/2114CCTV Inspection (This start date assumeswet weather conditions in mid‐November)4 wksMon 11/29/21Fri 12/24/2115CCTV Assessment2 wksMon 12/27/21Fri 1/7/2216Design Development25 daysMon 1/10/22Fri 2/11/2217Design Development Exhibit3 wksMon 1/10/22Fri 1/28/2218Preliminary Scoping Budget1 wkMon 1/31/22Fri 2/4/2219City Review1 wkMon 2/7/22Fri 2/11/2220Preliminary Engineering20 daysMon 2/14/22Fri 3/11/2221Topographic Survey3 wksMon 2/14/22Fri 3/4/2222Utility Coordination4 wksMon 2/14/22Fri 3/11/2223Utility Potholing1 wkMon 2/14/22Fri 2/18/2224Preparation of Construction Documents57 daysMon 3/14/22Tue 5/31/2225Prepare 60% Submittal3 wksMon 3/14/22Fri 4/1/2226City Review of 60% Submittal1 wkMon 4/4/22Fri 4/8/222760% Review Meeting1 dayMon 4/11/22Mon 4/11/2228Prepare 90% Submittal3 wksTue 4/12/22Mon 5/2/2229City Review of 90% Submittal1 wkTue 5/3/22Mon 5/9/223090% Review Meeting1 dayTue 5/10/22Tue 5/10/2231Prepare Final Submittal2 wksWed 5/11/22Tue 5/24/2232City Review of Final Submittal1 wkWed 5/25/22Tue 5/31/2233Bid Phase Services + Design Services During Construction120 daysWed 6/1/22Tue 11/15/2234Bid Phase Services30 daysWed 6/1/22Tue 7/12/2235Design Services During Construction90 daysWed 7/13/22Tue 11/15/2236Record Drawings5 daysWed 11/16/22Tue 11/22/2237Prepare Record Drawings1 wkWed 11/16/22Tue 11/22/22Notice to ProceedFlow MonitoringPublic OutreachI&I AssessmentDesign DevelopmentPreliminary EngineeringPreparation of Construction DocumentsBid Phase Services + Design Services During ConstructionRecord Drawings8/219/2110/2111/2112/211/222/223/224/225/226/227/228/229/2210/2211/2212/221/232/233/234I/I Reduction - B Section (East of Adrian)Preliminary ScheduleTue 7/27/21
APPENDIX A
RESUMES OF
COASTLAND STAFF
Jennifer Melman, PE, QSP/QSD
Senior Engineer
EDUCATION
B.S., Environmental Resources
Engineering, Humboldt State
University
REGISTRATION
Civil Engineer, CA (#62260)
CERTIFICATION
Qualified SWPPP Developer
Qualified SWPPP Practitioner
NASSCO Pipeline Assessment
Certification Program
PROFESSIONAL
HISTORY
Senior Engineer
Coastland
2019
Design Group Manager
Prunuske Chatham, Inc.
2009-2012
Principal/Senior Civil Engineer
Prunuske Chatham, Inc.
2004-2012
Project Engineer
Winzler and Kelly Consulting
Engineers
2009-2015
Staff Engineer
Harding Lawson Associates
1997-2001
Jennifer Melman is a Licensed Professional Engineer with expertise in
the hydraulic analysis and design of water, sewer, storm water and flood
control projects; as well as bridges and roadways. She brings over 23
years of experience in the industry and has managed and designed a
wide variety of public improvement projects, including the design and
assessment of community water supply booster pump stations and sewer
lift stations, as well as water supply tanks, reservoirs and well
improvements. Jennifer also has extensive experience in creek
restoration, constructed wetlands, pond design, storm water quality, and
fish passage improvements.
REPRESENTATIVE EXPERIENCE:
City of Berkeley
Sanitary Sewer Rehabilitation – Seawall Dr. Seventh St. et. al.
Sanitary Sewer Rehabilitation on MLK Jr., et al
Bodega Bay Public Utility District
BBPUD District Engineering 2018-20
Sewer Rehabilitation Project
Sludge Storage Bin Roof Project
Hwy. 1 Caltrans Emergency Repair Project
Lift Station Discharge Piping Replacement – CM
WWTP Cloth Filter Project
Effluent Pond Leak Repair
City of Calistoga
Grant Street Reconstruction
Callayomi County Water District
Big Canyon Well Construction
City of Cloverdale
Cloverdale Emergency Airport Levee and WTP Embankment
Repairs
City of Healdsburg
Foss Creek Pathway Segments 7&8
Hidden Valley Lake Community Services District
HVLCSD District Engineering 2018-20
HMGP Application
Permanent and Potable Emergency Generators
0.5 MG Water Tank Replacement
Mountain Meadow Rd. Water Main Replacement
City of Ione
City Engineering 2018-2020
Castle Oaks Village 8
City of Piedmont
2020 Priority Sewer Rehabilitation
Piedmont Park Trails Condition
Oakland Avenue Bulb-outs at Jerome and El Cerrito
Pedestrian Enhancements – Oakland/Greenbank and
Grand/Fairview
Piedmont Community Hall Foundation Drain
City of Richmond
Sanitary Sewer System
City of Willows
City Engineering 2018-2019
LLAD FY 19-20
Town of Windsor
Starr Road Sidewalk Extension – River Rd. to Vivian Ct
LLAD – FY 2019-2020
Heidi Utterback, PE
Principal / Supervising Engineer
EDUCATION
B.S., Civil Engineering
University of California, Davis
A.S, Civil Engineering
Santa Rosa Junior College
REGISTRATION
Civil Engineer, California
53723
PROFESSIONAL
HISTORY
Supervising Engineer
Coastland
January, 2000 to Present
Project Engineer
Shutt Moen Associates
1993-1999
Design Engineer
Mitchell & Heryford
1989-1993
PROFESSIONAL
AFFILIATIONS
American Society of Civil
Engineers
Ms. Utterback, Supervising Engineer and Principal for Coastland, has
over 30 years of experience designing and managing public works
projects. As manager of Coastland’s civil design group she is
responsible for staff oversight as well as project management, design,
client coordination and project budgets.
Ms. Utterback’s design experience includes various transportation
improvements, ADA and sidewalk facilities, storm drain systems, grading
plans, water distribution systems, wastewater collection systems and all
associated calculations. Her background also includes plan check and
assessment district engineering. Ms. Utterback has designed the
pavement rehabilitation, ADA/Sidewalk grading, utility layouts, performed
QA/QC, sewer capacity calculations, storm drain hydrology and hydraulic
calculations, prepared plans, specifications and engineer’s estimates for
a number of projects. She has managed numerous projects requiring
close coordination with Caltrans, RWQCB, Corps of Engineers, the
National Marine Fisheries and Fish and Wildlife to obtain all necessary
approvals. Additionally, she has experience assisting environmental
permitting coordination.
REPRESENTATIVE EXPERIENCE:
City of Berkeley
On-Call Sanitary Sewer Program
Sanitary Sewer Rehabilitation on Seawall Dr. 7tg St., et al.
Sanitary Sewer Rehabilitation on Walnut St, Spruce St., et al
Sanitary Sewer Rehabilitation on MLK Jr., et al
Bodega Bay Public Utility District
District Engineering Support
Ranch Road Sewer Collection System Repairs
Zone 1 & 2 Sewer Rehabilitation Project
Salmon Creek Water Treatment Plant Backwash Water Disposal
Callayomi County Water District
District Engineering Support
Big Canyon Well Final Design
Valley Fire Disaster Recovery Assistance
USDA PER, CEQA & Environmental Checklist
Cedra Well Site
New Tank and Well Site Evaluation
City of Cloverdale
On-Call City Engineering Support
Clark Avenue 27” Sewer Main Replacement Project
Sewer Master Plan Update
Jefferson Street Water & Sewer Improvements
City of El Cerrito
Fairmount / Ashbury HSIP Intersection Safety Project
Moeser & Ashbury Pedestrian & Bike Corridor Improvements Project
City of Emeryville
On-Call City Engineering Support
Emeryville Standard Details Update
Hidden Valley Lake Community Services District
District Engineering Support
FEMA Damage Reimbursement Application
Hexavalent Chromium Engineering Report
Hexavalent Chromium Compliance Plan
City of Mill Valley
2016 Street-Sewer Project Management
Pedestrian Safety Project
City of Nevada City
Water/Wastewater Infrastructure Condition
Assessment & Operational Review
City of Piedmont
On-Call City Engineering Support
Sanitary Sewer Rehabilitation Phase 5
City Hall Sump & Lateral
Sewer Data Management & Mapping EPA
Compliance
City of Rohnert Park
SCWA Spool Lining Project
Adrian Sewer & Water Rehab
Alta Almond Sewer & Water Rehab
Lancaster Drive Rehabilitation
City of Santa Rosa
Slater St. and Lewrosa Wy Sewer and Water
System Improvements
La Paloma, E. Haven and Rogers Way Sewer
and Water System Improvements
Oakmont Drive Sewer Main Upsizing Project
Farmers Lane Well Flushing Main Design
20+ Sewer, Water and Storm Drain Improvement
Projects
City of St. Helena
Charter Oak Ave. @ Hwy 29 Sewer Repair
Fulton Street Storm Drain Ph. 1 & 2
Sonoma County Water Agency
404 Aviation Blvd. Access Control Gates
Russian River CSD
Fulton Street Storm Drain Ph. 1 & 2
Sweetwater Springs Water District
Annual CIP Water Main Replacement
Town of Tiburon
2017 Storm Drain Rehabilitation
City of Vallejo
General Plan Update (sub to PlaceWorks)
Sonoma Boulevard Specific Plan (sub to Opticos)
City of Wheatland
City Engineering Support (QA/QC)
Wheatland School Gap Closure (SRTS)
City of Willows
City Engineering Support Services
Sycamore Street Rehabilitation Project
Sacramento-Butte Reconstruction
Sewer Main Replacement Project
Steven Van Saun, P.E.
Senior Engineer
EDUCATION
M.S., Civil Engineering, Rutgers
University
B.S. Civil Engineering, New
Jersey Institute of Technology
REGISTRATION
Civil Engineer, CA (#86180)
PROFESSIONAL
HISTORY
Senior Engineer
Coastland
2017
Project Engineer (Engineer III)
BKF Engineers
2015-2017
Project Engineer
Greenman-Pederson, Inc. (GPI)
2009-2015
Design Engineer
Keller & Kirkpatrick (subsidiary
of GPI)
2008-2009
Mr. Steven Van Saun is a Licensed Professional Engineer with expertise
in roadway design, hydrology, hydraulics, environmental permitting, dam
safety, stormwater management, roadway drainage, and soil erosion and
sediment control measures. He brings over 13 years of experience in
the industry and has managed and designed a wide variety of public
improvement projects, including highway interchanges, bridge
reconstruction and replacement, roadway intersections, pedestrian safety
enhancements, and storm drainage and sanitary sewer improvements.
He has been involved in more than 30 capital roadway projects ranging
from $200,000 to $1 billion. Mr. Van Saun’s background also includes
private and commercial land development and land surveying.
REPRESENTATIVE EXPERIENCE:
Bodega Bay Public Utility District
District Engineering Support Services
Town of Corte Madera
2017/2018 Pavement Rehabilitation
County of Nevada
Cascade Shores Community Leachfield Design
County of Colusa
Water Storage Tank Replacement Project
City of Rohnert Park
State Farm Dr. & Commerce Blvd. Water Line Replacement Project
City of Santa Rosa
Plan & Map Review Services
Parking Lot #10 Reconstruction
Oakmont Drive Sewer Main Upsizing
La Paloma, E. Haven and Rogers Way Sewer and Water System
Improvements
Slater Street and Lewrosa Way Sewer and System Improvements
Airway Drive Site Development & Creek Realignment *
Diamond, Belmont Sewer & Water Replacement *
Pacific Union College
Water Storage Tank Replacement
Sonoma County Water Agency
Development Review Services
Sweetwater Springs Water District
District Engineering Support Services
Water System Model
2021 CIP (Water main replacement)
City of Willows
Sycamore Street Reconstruction Project
Town of Windsor
On-going Development Review
Victoria Oaks Phases 1 & 2
The Oaks
Conde Ln /Johnson St Pedestrian Enhancement *
Russian River Brewery Company Site Development & Analysis *
* Completed prior to Coastland
Erick Tadeja
Assistant Engineer
EDUCATION
B.S., Civil Engineering
San José State University, San
Jose, CA
REGISTRATION
EIT, California
NASSCO Pipeline Assessment
Certification Program
PROFESSIONAL
HISTORY
Assistant Engineer
Coastland
2016-present
Engineering Technician II
City of Burlingame
2013-2016
Transportation Engineering
Intern
City of Burlingame
2012-2013
PROFESSIONAL
ASSOCIATIONS
American Society of Civil
Engineers (ASCE)
Mr. Erick Tadeja is an Assistant Engineer with over eight years of
experience in the engineering field. At Coastland Mr. Tadeja performs
engineering design support, plan review and project assistance.
Prior to joining Coastland, Mr. Tadeja served with the City of Burlingame
Department of Public Works. He began as a Transportation Engineering
Intern and increased his responsibilities in the most recent role of
Engineering Technician II. While with Burlingame he reviewed and
processed sewer backwater protection certifications; reviewed and
processed encroachment permit applications on City right-of-way;
performed plan preparation, quantity take-offs and cost estimates;
prepared bid summary, material quantity spreadsheets, and payment
authorization documents; and processed grant reimbursements, invoices
and reports.
REPRESENTATIVE EXPERIENCE:
City of American Canyon
Development Review Services
City of Berkeley
MLK Jr. et. al. Sewer Rehabilitation
Callayomi Water District
District Engineering
City of Cloverdale
Building Department Services
Development Review Support
Vine Ridge Assisted Living
699 South Cloverdale Blvd.
Grocery Outlet
City of Ione
Contract City Engineer Support Services
City of Napa
Development Review Support
West Pueblo Estates Subdivision
Moreira Residence
Register Square
Harvest Village Subdivision
Pacific Union College
Water Storage Tank Replacement
City of Piedmont
Contract City Engineering
Sharon Ave. Storm Drain Study
City of San Carlos
Building Department Services
City of Santa Rosa
Contract Plan & Map Review Services
Slater St. and Lewrosa Way Water and Sewer System
Improvements
Sonoma County Water Agency
On-going Development Review Services
Pavement Slurry Seal
Sweetwater Springs Water District
District Engineer Support Services
2017 & 2018 CIP Project
Water System Model
City of Willows
City Engineering Services
Sycamore Street Rehabilitation
Sergio Fuentes, EIT
Assistant Engineer
EDUCATION
BS Civil and Environmental
Engineering,
University of California, Davis
REGISTRATION
Engineer-in-Training,
California No. 149917
CERTIFICATIONS
Caltrans Resident Engineer
Training
Caltrans Federal Aid Funded
Project Training
PROFESSIONAL
HISTORY
Assistant Engineer
Coastland
2020-present
Staff Engineer / Lead Plan
Checker
Green Valley Consulting
Engineers
2017 – 2020
Engineering Technician
City of Fort Bragg
2015-2017
Sergio Fuentes brings over five years of experience in the industry with
expertise in a variety of land development and capital improvement
projects. His experience includes all aspects of civil engineering,
including plan checking, grading and drainage, utility layout, storm water
management and ADA compliance. He has also assisted in hydrology,
hydraulic, sanitary sewer and fire flow calculations. His first assignments
at Coastland include assisting with the Rohnert Park State Farm &
Commerce Water Line Replacement Project and the Country Club Dr.
Pavement Rahab Project.
REPRESENTATIVE EXPERIENCE:
City of American Canyon
Watson Ranch Rough Grading Phase 1
City of Benicia
Park Road Improvement Project
City of Berkeley
MLK Jr. et. al. Sewer Rehabilitation
Walnut Street Sanitary Sewer Rehabilitation
Bodega Bay Public Utilities District
Contract District Engineering
Sewer Rehabilitation Project
City of Cloverdale
4th Street Reconstruction
City of Napa
Valle Verde/Heritage House Development Review
Embassy Suites Addition Development Review
City of Piedmont
Storm Drain Mapping Project
FY20-21 Measure B-BB-VRF Compliance Reporting
City of Rohnert Park
2019 Pavement Preventative Maintenance Program
State Farm Dr./Commerce Blvd. Water Line Replacement
L Section Pavement Maintenance
City of Santa Rosa
Slater Street Water and Sewer Replacement
City of Willows
S. Willows Commercial Lot Line Adjustment Lots 4-6
Prior to Coastland
Engineering and Water Division Plan Checker for City of Santa Rosa
– Engineering Development Services Department
Plan Checker for Town of Windsor Public Works Department
Mike Janet
Principal / Construction Department Manager
EDUCATION
Agtek Earthwork Training
Course
April 2003
Geotechnical Drilling Seminar
February 2008
Utility Pole Loading and G.O. 95
Course
May 2000
Caltrans Resident Engineering
Class
PROFESSIONAL
HISTORY
Construction Manager
Coastland
2006 to Present
Project Manager / Lead
Estimator
Pipeline Excavators
2002- 2006
Water Conservation Aide
Marin County Water District
2001-2002
Lead Field Engineer
Utility Application & Design
1998 to 2001
Mr. Michael Janet, Construction Department Manager and Principal with
Coastland, has over 23 years of construction experience on capital
improvement projects. Mr. Janet has strong skills in managing diverse
projects and coordinating with all project stakeholders. He has managed the
construction on more than 75 roadway and utility improvement projects for
public agencies, with a very strong background on federally funded projects.
Most of these projects involve pavement restoration, ADA improvements,
intersection improvements, and utility replacements. These projects also
involve close coordination with Caltrans, school districts, impacted residents
and businesses.
Mr. Janet also oversees the activities of the Construction Department which
includes construction managers and field inspectors. He is responsible for
maintaining project construction budgets, scheduling inspectors, approving
change orders, generating RFIs, tracking costs and schedule maintenance.
REPRESENTATIVE EXPERIENCE:
City of Albany
2016 Sanitary Sewer Rehabilitation Project
City of American Canyon
Recycled Water Storage Tank
City of Benicia
Cordelia Transmission Main Repair Project
I-680 / Red Top Road Waterline Relocation
Bodega Bay Public Utility District
Heron Drive Emergency Sewer Repair
Mockingbird Drive Emergency Sewer Repairs
Ranch Road Sewer Collection System Repairs
Bay Flat Well
City of Calistoga
Kimball & Myrtledale Water Main Improvements (sub to EKI)
City of Petaluma
Petaluma Blvd. North Water Main Replacement Project
City of Piedmont
Sanitary Sewer Rehabilitation
Beach Elementary School Sewer Line
City of Santa Rosa (partial list)
W. 6th St. @ Madison St. Sewer & Water Improvements
Sewer Main Lining, Manhole & Lateral Rehabilitation @ Various Locations
Summerfield Rd. & Sonoma Ave. Zone 6 & 9 Water Pumper Connections
Robles Trunk Sewer Lining-Walker Ave to Airport Sewer Trunk Confluence
Farmers Lane Well Flushing Main
6th Street & Wilson Sewer & Water
Meadow Lane Effluent Storage Facilities Ponds “B,” “C” and “D” Repairs
And dozens more improvements for the City of Santa Rosa
City of Sausalito
Emergency Sewer Replacement Constructability & Review
City of St. Helena
Charter Oak Ave. & Hwy 29 Sewer Repair
Sweetwater Springs CSD
Annual Capital Improvement Project (2012-2017)
Town of Yountville
Washington St. Sewer Bypass
Yount Street Sewer Replacement
APPENDIX B
SUBCONSULTANT
RESUMES AND
INFORMATION
Anthony G. Cinquini, P.E., P.L.S.
1360 N. Dutton Ave., Ste. 150, Santa Rosa, CA 95401
(707) 542-6268 Fax (707) 542-2106
PROFESSIONAL PROFILE
Mr. Cinquini, Chief Financial Officer at Cinquini & Passarino, Inc. is a
licensed Professional Engineer and licensed Professional Land Surveyor
with the State of California with over twenty-two years of experience in
the professions of civil engineering and land surveying. His experience in
project management, topographic surveys, right of way surveys, legal
description and plat preparation, construction surveys, and remote sensing
technologies enhances his ability to effectively work on infrastructure
improvements, redevelopment and development projects, roadway
realignments, and utility rehabilitation projects
PROFESSIONAL EXPERIENCE
Sanitary Sewer Rehabilitation on Seawall Drive et al, Berkeley,
CA. As a subconsultant to Coastland Civil Engineering, Mr. Cinquini
oversaw all aspects of the topographic survey of the mapping of several
locations for the rehabilitation of sanitary sewer mains. Surveys were
coordinated with City of Berkeley survey control, cad standards, layer
control and survey point ranges.
Sanitary Sewer Rehabilitation on Walnut St., Spruce St. et al,
Berkeley, CA. As a subconsultant to Coastland Civil Engineering, Mr.
Cinquini oversaw all aspects of the topographic survey of the mapping of
several locations for the rehabilitation of sanitary sewer mains. Surveys
were coordinated with City of Berkeley survey control, cad standards,
layer control and survey point ranges. Survey crews performed sewer dips
and completed structure observations forms per engineer’s request.
Sanitary Sewer Rehabilitation on MLK Jr. Way, Cedar. et al,
Berkeley, CA. As a subconsultant to Coastland Civil Engineering, Mr.
Cinquini oversaw all aspects of the topographic survey of the mapping of
several locations including several back-line sewers and sewers through a
school for the rehabilitation of sanitary sewer mains. Surveys were
coordinated with City of Berkeley survey control, cad standards, layer
control and survey point ranges. Survey crews performed sewer dips and
completed structure observations forms per engineer’s request.
Emeryville Greenway Crosswalks, Emeryville, CA. As a
subconsultant to Coastland Civil Engineering, Mr. Cinquini oversaw all
aspects of the topographic survey of the mapping of several locations
where the Greenway crosses existing roadways. The project was located
on the City of Emeryville vertical Datum.
Miner Road Sinkhole, Orinda, CA. Mr. Cinquini was the project
surveyor overseeing the laser scan collection, point cloud registration and
surface modeling for this emergency repair of a sink hole in Orinda caused
by the 2017 winter storms. This fast tracked project was completed within
three days from notice to proceed.
Trestle Glen Slide Monitoring, Piedmont, CA. Mr. Cinquini was
Principal in Charge and Project Manager for the detailed topographic
mapping and right of way mapping of a residential slide affecting the
City’s right of way. Work included setting and monitoring locations for
horizontal and vertical movement.
TITLE
Principal Professional
Land Surveyor
EXPERIENCE
22 Years
EDUCATION
Bachelor of Science,
1998, Civil Engineering
California State
University, Chico
LICENSES &
CERTIFICATIONS
Professional Engineer,
Civil, California,
P.E. C62341
Professional Land Surveyor,
California, P.L.S. 8614
FAA Remote Pilot for
Small Unmanned
Aircraft Systems
Cert No. 3906702
Construction Documents
Technologist, Construction
Specifications Institute
PROFESSIONAL
MEMBERSHIPS
American Society of
Civil Engineers,
San Francisco Section
Past-President
American Council of
Engineering Companies
(ACEC-CA),
North Coast Chapter-
• Membership Chair
• Professional
Surveyor’s
Committee
California Land
Surveyors Association
Protecting America’s Infrastructure SM
| VA170003
Qual i fications
Who We Are
V&A Consulting Engineers, Inc. (V&A) is a firm
with a reputation and long -established history
providing responsive service and successful
solutions specialized in corrosion engineering.
Headquartered in Oakland, CA and founded by José
Villalobos, PE in Ma y of 1979, V&A has since
evolved into a multi -disciplined engineering
organization concentrating on civil infrastructure .
We now employ 45 team members in four offices
located in Oakland and San Diego, CA, Houston, TX,
and Las Vegas, NV.
SBA Classification s: DBE | W BE | SBE CUPC/CA
DIR #1000007205
What We Do
We are passionate about what we do , from field
verify ing pipe condition to assessing true remaining
life of treatment plants, structures, and facilities.
We bring absolute value to anyone responsible f or
taking care of and protecting America’s
i nfrastructure systems in water and wastewater.
We assess resiliency and sustainability by providing
methodically -collected data by: 1 - f ield verifying
what actually exists and true replacement cost (s);
2 - m easuring and documenting condition ; and
3 - providing supportive data and then advis ing how
best to maximize value s o informed decisions can
be made regarding operations, maintenance , and
asset management.
V&A service s municipalities, special districts,
c ount ies , and private agencies. We team with design
consultants and municipal clients on projects such
as evaluation and condition assessment of tanks,
utilities , and water treatment plants; design of
galvanic and impressed current cathodic protection
syste ms for tanks, pipelines and water treatment
plants; coating system s recommendations and
evaluation; field testing cathodic protection
systems; corrosion failure analysis; material s
selection ; and more. Our team of dedicated and
experienced engineers are committed to doing the
job right, on schedule, and within budget.
Service Lines
Corrosion Engineering
Condition Assessment
Coating Systems Management
Flow Monitoring
Odor Control
Asset Management
AC Interference Mitigation
Flow Monitoring
Since 1998, V&A has supported municipalities and
agencies in managing their water and wastewater
collection systems and mitigating sanitary system
overflows. By collecting timely, accurate data about
wastewater flows, we can predict peak fl ows for a
given segment of the system, and help clients
understand the condition of their and then
determine actions to be taken to avoid flooding or
overflows. The expertise of V&A’s flow monitoring
team stands out in the marketplace because the
work is d irected and performed by engineers and
data integrity is always paramount.
Our flow monitoring division incorporates the latest
data collection and metering tech -nologies and
conducts a wide -range of inflow and infiltration (I/I)
analysis for municipalitie s and master-planning
consultants. We specialize in rain -dependent,
groundwater and/or tidal I/I. We also perform
reconnaissance providing a clearer picture of
system condition. V&A consults on regulatory
matters including U.S. Environmental Protection
Age ncy (EPA) Consent Decrees, Stipulated Orders, or
Administrative Orders.
Resume
| 1
Kevin Krajewski, PE
Role: Senior Project Manager
Education
B.S., Mechanical Engineering,
University of California – Davis, 1995
Registration
Mechanical Engineer, CA (M31744)
Joined V&A
1996
Total Years of Experience
27 years
Training and Certifications
▪ Asbestos Awareness
▪ Confined Space Entry -Certified
▪ Basic CPR/First Aid
Publications
▪ “You Can’t Squeeze Wine from a Stone: The Success of
Napa Sanitation District’s I&I Reduction Program,”
WEFTEC Annual Confere nce, 2017 (Damron A.,
Winkelman M)
▪ “Collection System Flow Monitoring Technology at
EBMUD,” WEFTEC Annual Conference, 2009
▪ “Sacramento Regional County Sanitation District
Interceptor Sulfide Generation Model,” WEFTEC Annual
Conference, 2007
▪ “Ahead of The Flow,” Public Works Magazine, 2006
▪ “Oro Loma Sanitary District Bockman Lift Station: Flow
Monitoring and I/I Analysis – A Case Study,” CWEA
Conference, 2004
▪ “Cost -Effective Collection System Assessment,” HWEA
Collection Systems Conference, 2003
Professional Summary
Kevin Krajewski is a senior level project engineer,
engineering manager, division manager, practice
leader and respected industry leader for over 27
years. He is an entrepreneur who has combined
technical expertise and a strong work e thic to
transform a perceived the commodity service of
flow monitoring into a professional engineering
value-added service, growing the company
business and market share within this industry
from a start -up level into a sustainable multi -
million -dollar sou rce of revenue generation for
V&A.
Kevin’s expertise includes flow monitoring and
analysis of inflow and infiltration (I/I) into
collection systems, including development of
synthetic I/I hydrographs and estimate of peak
wet weather flows for design storm events.
Kevin also has considerable condition
assessment experience and in past years was
division head for the Condition Assessment
Group. He has served as the QA/QC advisor and
data manager and project manager on hundreds
of projects for V&A throughout California and the
Western United States . Kevin was project
manager or project eng ineer for all previous
projects in Rohner t Park, dating ba ck to 20 03.
Relevant Experience
City of Rohnert Park Infiltration and Inflow Study
Rohnert Park, CA
V&A performed wet weather sanitary sewer flow
monitoring services within the City of Rohnert
Park (City) to evaluate the inflow and infiltration
(I/I) rate into the City’s sanitary sewer system.
The work included open-channel flow monitoring
at 28 locations for 2.5 months.
Data was evaluated for I/I response and the
basins with the highest I/I response were further
evaluated. V&A performed night -time I/I
reconnaissance covering 5 basins . Visible I/I was
photographed and documented, and infiltration
rates were determined within 56 micro -basins ,
finding several “hot spot” micro -basins that
contributed the most infiltration .
Kevin was the project manager for th is project.
Resume
| 1
Nicole Kwan, PE
Role: Project Engineer
Education
M.S., Environmental Engineering, with emphasis on Fluid
Mechanics,
University of California Berkeley, California, 2014
B.S., Civil and Environmental Engineering with emphasis on
Urban Infrastructure, Reliability and Management,
Rice University, Texas 2011
Registration
Civil Engineer, CA (C86828)
Joined V&A
2014
Total Years of Experience
9 years
Training, Certifications and Memberships
▪ Association of Materials Protection and Performance
(AMPP) (formerly NACE) Member
▪ Envision Sustainability Professional (ENV SP)
▪ Confined Space Entry
▪ Basic CPR/First Aid
Professional Summary
Nicole has over 9 years of experience and her
goal is the sustainable development of water and
wastewater infrastructure. During her first two
years at V&A, she was part of our cross -
functional teams, including services of flow
monitoring, condition assessment, corrosion
engineering, coating systems, and asset
management. Prior to her masters, Nicole also
worked as a geotechnical technician and
structural associate engineer. Nicole now
dedicates her career to developing flow
monitoring and condition assessment into
professional engineering, value -added services.
Her expertise includes analysis of inflow and
infiltration (I/I) into collection systems, estimate
of peak wet weather flows for design storm
events, GIS -based data collection, and risk
analysis.
Relevant Experience
City of Rohnert Park Infiltration and Inflow Study
Rohnert Park, CA
V&A performed wet weather sanitary sewer flow
monitoring services within the City of Rohnert Park
(City) to evaluate the inflow and infiltration (I/I) rate
into the City’s sanitary sewer system. The work
included open-channel flow monitoring at 28
locations for 2.5 months. Data was evaluated for I/I
response and the basins with the highest I/I
response were further evaluated. V&A performed
night-time I/I reconnaissance covering 5 basins.
Visible I/I was photographed and documented and
infiltration rates were determined within 56 mini-
basins.
Nicole was the assistant engineer for this project.
Napa Sanitation District: Flow Monitoring & I/I
Mitigation Services, Napa, CA
V&A has been conducting yearly, ongoing flow
monitoring and I/I investigation services within
the Napa Sanitation District (NSD) since 2005 ,
either for I/I studies or to support modeling and
master planning efforts. V&A performed
additional night -time I/I reconnaissance within
the District, finding several “hot spot” micro -
basins that con tribute the most infiltration.
Also with this project, V&A performed pre - and
post-construction flow monitoring to evaluate the
effectiveness of the CIP I/I rehabilitation projects
that the District has performed.
Nicole was the assistant or project engineer for
various Napa projects.
APPENDIX C
SAMPLE GIS
OUTPUT FILES
As requested in the RFQ, Coastland proposes to submit GDB files for upload to the City’s GIS system.
The image below shows a sample of a plan view image that the City would receive. The attached tables
show the available GIS data for pipes and structures.
SAMPLE GIS OUTPUT FILES
Appendix C - Sample GIS Output Files
Pipe Data
OBJECTID Name NetworkName OutsideDiameter InsideDiameter Length Slope StructureStart StructureEnd PartSizeName PartFamilyID
1 Pipe - (1)SANITARY SEWER 0.533333333 0.5 149.60161 8.00E-03 112810CO-06 (E) SSMH#19 (11-28-10)6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
2 Pipe - (2)SANITARY SEWER 0.533333333 0.5 439.8021282 7.96E-03 (E) SSMH#19 (11-28-10)112810MH018 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
3 Pipe - (3)SANITARY SEWER 0.533333333 0.5 14.34454828 5.00E-03 112810MH018 112810CO-40 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
4 Pipe - (6)SANITARY SEWER 0.533333333 0.5 329.6010188 4.70E-03 (E) SSMH#19 (11-28-10)112810MH020 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
5 Pipe - (7)SANITARY SEWER 0.533333333 0.5 82.96757646 4.58E-03 112810MH020 112810MH021 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
6 Pipe - (8)SANITARY SEWER 0.533333333 0.5 70.24780413 6.55E-03 112810MH021 112810MH022 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
7 Pipe - (9)SANITARY SEWER 0.533333333 0.5 83.67535081 4.42E-03 112810MH022 112810MH023 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
8 Pipe - (10)SANITARY SEWER 0.533333333 0.5 326.9336773 6.85E-03 112810MH023 Structure - (19)6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
9 Pipe - (11)SANITARY SEWER 0.713333333 0.666666667 59.07197827 6.80E-03 (E) SSMH#142 (11-28-10)8.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
10 Pipe - (12)SANITARY SEWER 0.533333333 0.5 49.44679658 1.00E-02 112810MH018 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
11 Pipe - (13)SANITARY SEWER 0.533333333 0.5 175.4792386 5.00E-03 112810MH021 112810CO-07 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
12 Pipe - (14)SANITARY SEWER 0.533333333 0.5 168.6466457 5.00E-03 112810CO-08 112810MH022 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
13 Pipe - (15)SANITARY SEWER 0.533333333 0.5 231.9807731 5.00E-03 112810CO-09 Structure - (20)6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
14 Pipe - (16)SANITARY SEWER 0.533333333 0.5 376.0421231 6.83E-03 Structure - (14)112810MH037 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
15 Pipe - (19)SANITARY SEWER 0.533333333 0.5 184.1263232 4.078595566 112810MH037 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
16 Pipe - (20)SANITARY SEWER 0.533333333 0.5 61.80346866 8.09E-03 112810MH037 112810MH036 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
17 Pipe - (21)SANITARY SEWER 0.533333333 0.5 120.4416626 5.02E-03 112810MH036 112810CO-12 6.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
18 Pipe - (22)SANITARY SEWER 0.366666667 0.333333333 191.3958928 -6.165052582 112810MH037 4.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
19 Pipe - (25)SANITARY SEWER 0.713333333 0.666666667 11.4666596 6.57E-03 Structure - (19)(E) SSMH#142 (11-28-10)8.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
20 Pipe - (26)SANITARY SEWER 0.713333333 0.666666667 11.50943429 4.83E-03 Structure - (20)(E) SSMH#142 (11-28-10)8.0 inch PVC Pipe 2588E334-29D8-4398-973B-A6D2458D46C3
Page 1 of 5
Appendix C - Sample GIS Output Files
Pipe Data
PartSizeID Description Style RuleSet OverrideRuleSet RenderMaterial PipeShape InnerWidth InnerHeight ReferenceAlignment StartOffset
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST FOOTHILL DRIVE CL -1.325310411
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST FOOTHILL DRIVE CL -0.250560611
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST FOOTHILL DRIVE CL -7.438024156
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL -0.215648633
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL -15.91351545
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL -0.504596698
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL -0.570478126
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL 15.77442353
0C717102-9358-43A1-B031-3459250182E1 8 inch PVC 8 Inch (Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL -0.981666017
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL 441.2036429
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular IRIS COURT CL -0.806095597
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular HAWTHORNE COURT CL 0.331844876
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH VCP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular ELEANOR DRIVE CL -0.558890339
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH ACP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular ELEANOR DRIVE CL
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH ACP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular ELEANOR DRIVE CL 6.046372706
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH ACP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular ELEANOR DRIVE CL 5.288192822
3752D6AE-F68B-4068-A54B-6E8A48A96D42 6 inch PVC 6 INCH ACP(Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular ELEANOR DRIVE CL 7.309967889
9651A85A-17F5-40F6-B50E-0887D25D5F7A 4 inch PVC 4 INCH (Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular ELEANOR DRIVE CL 4.663951335
0C717102-9358-43A1-B031-3459250182E1 8 inch PVC 8 Inch (Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular EAST HAVEN CL -0.951252045
0C717102-9358-43A1-B031-3459250182E1 8 inch PVC 8 Inch (Ex-Sanitary)Basic [cce] [PIPE ENDS]0 ByLayer Circular ELEANOR DRIVE CL -0.3781527
Page 2 of 5
Appendix C - Sample GIS Output Files
Pipe Data
StartingStation EndingStation EndOffset ReferenceSurface SlopeHoldStart SlopeHoldEnd StartNorthing StartEasting StartInvertElevation StartCenterlineElevation StartCrownElevation EndNorthing EndEasting
1146.672103 1296.265065 -0.250560611 9414_EG -8.00E-03 8.00E-03 1928461.579 6363611.646 195.6167746 195.8667746 196.1167746 1928371.123 6363730.797
1296.265065 1734.655827 -6.137068482 9414_EG 7.96E-03 -7.96E-03 1928371.123 6363730.797 194.4 194.65 194.9 1928106.933 6364082.39
1737.46294 1748.71108 -14.50254163 9414_EG 5.00E-03 -5.00E-03 1928105.057 6364085.068 197.92 198.17 198.42 1928097.23 6364097.088
2971.244451 2645.572123 -15.90926032 9414_EG -4.70E-03 4.70E-03 1928371.123 6363730.797 194.38 194.63 194.88 1928107.343 6363533.175
2642.744607 2563.700429 -0.511310787 9414_EG -4.58E-03 4.58E-03 1928104.419 6363532.368 192.82 193.07 193.32 1928021.897 6363540.948
2560.428406 2490.182154 -0.585349371 9414_EG -6.55E-03 6.55E-03 1928018.641 6363541.276 192.42 192.67 192.92 1927948.726 6363548.093
2486.918194 2407.104721 15.7643913 9414_EG -4.42E-03 4.42E-03 1927945.481 6363548.428 191.95 192.2 192.45 1927862.297 6363557.479
2404.26904 2081.204746 -0.951252045 9414_EG -6.85E-03 6.85E-03 1927859.368 6363556.671 191.56 191.81 192.06 1927598.457 6363359.677
2068.299402 2009.238767 0.1039673 9414_EG -6.80E-03 6.80E-03 1927588.145 6363351.918 189.23 189.5633333 189.8966667 1927540.217 6363317.389
2971.441593 9414_EG 1.00E-02 -1.00E-02 1928106.573 6364084.159 198.15 198.4 198.65 1928146.577 6364113.218
3026.180229 3201.655921 -0.116968121 9414_EG 5.00E-03 -5.00E-03 1928020.27 6363541.117 192.49 192.74 192.99 1928036.814 6363715.812
4059.782202 4228.426335 -3.74E-02 9414_EG -5.00E-03 5.00E-03 1927930.077 6363379.463 192.8832227 193.1332227 193.3832227 1927947.004 6363547.256
5337.773482 5569.751285 -0.3781527 9414_EG -5.00E-03 5.00E-03 1927735.384 6363157.359 190.5948593 190.8448593 191.0948593 1927596.121 6363342.885
5053.912855 5.285999618 9414_EG -6.83E-03 6.83E-03 1928273.903 6363330.122 191.2 191.45 191.7 1927973.647 6363103.743
5055.54774 5055.761447 49.89173943 9414_EG -4.078595566 4.078595566 1927972.798 6363102.153 188.62 188.87 189.12 1927998.976 6363066.979
5055.544044 5115.411853 7.464866167 9414_EG 8.09E-03 -8.09E-03 1927972.345 6363102.761 188.63 188.88 189.13 1927922.833 6363065.775
5118.066716 5235.00121 5.04424969 9414_EG 5.02E-03 -5.02E-03 1927919.899 6363064.94 189.13 189.38 189.63 1927799.945 6363075.754
5055.541728 5055.42804 -25.98061561 9414_EG -6.165052582 6.165052582 1927971.972 6363103.261 188.76 188.9266667 189.0933333 1927953.647 6363127.824
2081.204746 2069.738426 -0.997302204 9414_EG -6.57E-03 6.57E-03 1927598.457 6363359.677 189.3153037 189.6486371 189.9819704 1927589.306 6363352.768
5569.751285 5581.260582 -0.369185622 9414_EG -4.83E-03 4.83E-03 1927596.121 6363342.885 189.4355848 189.7689182 190.1022515 1927589.212 6363352.089
Page 3 of 5
Appendix C - Sample GIS Output Files
Pipe Data
EndInvertElevation EndCenterlineElevation EndCrownElevation Length2DCentertoCenter Length3DCentertoCenter Length2DToInsideEdges Length3DToInsideEdges Bearing StartDirection EndDirection Radius
194.42 194.67 194.92 149.596823 149.60161 147.5989579 147.603681 2.220141641
197.9 198.15 198.4 439.7882012 439.8021282 437.4354271 437.4492795 2.215199049
197.9917218 198.2417218 198.4917218 14.34436898 14.34454828 13.97436644 13.97454112 2.148012938
192.83 193.08 193.33 329.5973742 329.6010188 327.2269555 327.2305738 3.7845781
192.44 192.69 192.94 82.96670624 82.96757646 82.23582222 82.23668478 3.037990384
191.96 192.21 192.46 70.24629801 70.24780413 69.51647086 69.51796132 3.044395592
191.58 191.83 192.08 83.67453277 83.67535081 82.94355894 82.94436984 3.033203987
189.321807 189.571807 189.821807 326.9260158 326.9336773 326.5632805 326.5709335 3.788300715
188.8283198 189.1616532 189.4949865 59.07061257 59.07197827 58.02934351 58.03068514 3.765905009
198.6444432 198.8944432 199.1444432 49.44432442 49.44679658 48.22221561 48.22462666 0.628246181
193.3673852 193.6173852 193.8673852 175.4770452 175.4792386 173.4783801 173.4805486 1.476376876
192.04 192.29 192.54 168.6445377 168.6466457 167.6458727 167.6479682 1.470259941
189.43497 189.68497 189.93497 231.9778734 231.9807731 231.9778734 231.9807731 2.214706677
188.63 188.88 189.13 376.0333409 376.0421231 375.6663555 375.6751292 3.787620525
9.790357493 10.04035749 10.29035749 43.84588754 184.1263232 44.33766296 186.1914838 5.352198245
189.13 189.38 189.63 61.80144608 61.80346866 59.44463424 59.44657968 3.783180152
189.7349845 189.9849845 190.2349845 120.4401432 120.4416626 120.069373 120.0708878 3.051688586
-0.166666667 0 0.166666667 30.64477783 191.3958928 31.11156756 194.311288 2.211769781
189.24 189.5733333 189.9066667 11.46641233 11.4666596 9.951641714 9.951856318 3.788300715
189.38 189.7133333 190.0466667 11.50930006 11.50943429 9.995716228 9.9958328 2.214706677
Page 4 of 5
Appendix C - Sample GIS Output Files
Pipe Data
FlowDirection FlowMethod MinimumCover MaximumCover StartCover EndCover ChordLength RadiusPointNorthing RadiusPointEasting HGLUp HGLDown EGLUp EGLDown Shape_Length
Start to End Start to End 3.102847151 4.422333333 3.102847151 4.422333333 0 0 0 0 149.596823
End to Start End to Start 4.155754714 6.182876593 4.442333333 6.182876593 0 0 0 0 439.7882012
End to Start End to Start 6.206386192 6.222725158 6.206386192 6.222725158 0 0 0 0 14.34436898
Start to End Start to End 3.978064294 4.476454119 4.462333333 4.285957551 0 0 0 0 329.5973742
Start to End Start to End 4.283671568 4.837879251 4.283671568 4.837879251 0 0 0 0 82.96670624
Start to End Start to End 4.775766607 5.027526855 4.845271799 5.027526855 0 0 0 0 70.24629801
Start to End Start to End 4.718955695 5.033704921 5.033704921 4.718955695 0 0 0 0 83.67453277
Start to End Start to End 4.749069074 6.833977718 4.749069074 6.833977718 0 0 0 0 326.9260158
Start to End Start to End 6.595263615 6.748999136 6.748999136 6.595263615 0 0 0 0 59.07061257
End to Start End to Start 5.637551845 6.10783486 5.95640332 -0.266666667 0 0 0 0 49.44432442
End to Start End to Start 4.326621056 4.795333333 4.795333333 4.326621056 0 0 0 0 175.4770452
Start to End Start to End 4.48913027 4.943007308 4.572644128 4.943007308 0 0 0 0 168.6445377
Start to End Start to End 5.459243913 6.553919317 5.48167778 6.553919317 0 0 0 0 231.9778734
Start to End Start to End 4.79877465 5.422642949 -0.266666667 5.422642949 0 0 0 0 376.0333409
Start to End Start to End 5.433766335 183.6554796 5.433766335 183.6554796 0 0 0 0 43.84588754
End to Start End to Start 5.262922605 5.436333333 5.436333333 5.350694983 0 0 0 0 61.80144608
End to Start End to Start 5.378374073 5.879122652 5.378374073 5.433286222 0 0 0 0 120.4401432
End to Start End to Start 5.487507509 185.6867286 5.487507509 -0.183333333 0 0 0 0 30.64477783
Start to End Start to End 6.667147641 6.747775774 6.667147641 6.747775774 0 0 0 0 11.46641233
Start to End Start to End 6.37997111 6.601031323 6.37997111 6.601031323 0 0 0 0 11.50930006
Page 5 of 5
Appendix C - Sample GIS Output Files
Structure Data
OBJECTID Name NetworkName PartSizeName PartFamilyID PartSizeID
1 112810CO-40 SANITARY SEWER 12 inch Cylindrical Structure DCE203A2-D381-466f-A23E-08A9D9F8FDBD
2 112810MH018 SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
3 (E) SSMH#19 (11-28-10)SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
4 112810CO-06 SANITARY SEWER 12 inch Cylindrical Structure DCE203A2-D381-466f-A23E-08A9D9F8FDBD
5 112810CO-07 SANITARY SEWER 12 inch Cylindrical Structure DCE203A2-D381-466f-A23E-08A9D9F8FDBD
6 112810CO-08 SANITARY SEWER 12 inch Cylindrical Structure DCE203A2-D381-466f-A23E-08A9D9F8FDBD
7 112810MH021 SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
8 112810MH020 SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
9 112810MH022 SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
10 112810MH023 SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
11 (E) SSMH#142 (11-28-10)SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
12 112810CO-09 SANITARY SEWER 12 inch Cylindrical Structure DCE203A2-D381-466f-A23E-08A9D9F8FDBD
13 112810CO-12 SANITARY SEWER 12 inch Cylindrical Structure DCE203A2-D381-466f-A23E-08A9D9F8FDBD
14 112810MH036 SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
15 112810MH037 SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
16 Structure - (14)SANITARY SEWER Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor DCE203A2-D381-466f-A23E-08A9D9F8FDBD
17 Structure - (20)SANITARY SEWER DCE203A2-D381-466F-A23E-08A9D9F8FDBD
18 Structure - (19)SANITARY SEWER DCE203A2-D381-466F-A23E-08A9D9F8FDBD
Page 1 of 3
Appendix C - Sample GIS Output Files
Structure Data
Description Style RuleSet OverrideRuleSet RenderMaterial Type InsideDiameter InnerLength InnerWidth
12 inch Cylindrical Structure Existing SSCO [NO DISPLAY PROFILE]Basic [CCE]0 ByLayer Junction Structure 1
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
12 inch Cylindrical Structure Existing SSCO [NO DISPLAY PROFILE]Basic [CCE]0 ByLayer Junction Structure 1
12 inch Cylindrical Structure Existing SSCO [NO DISPLAY PROFILE]Basic [CCE]0 ByLayer Junction Structure 1
12 inch Cylindrical Structure Existing SSCO [NO DISPLAY PROFILE]Basic [CCE]0 ByLayer Junction Structure 1
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
12 inch Cylindrical Structure Existing SSCO [NO DISPLAY PROFILE]Basic [CCE]0 ByLayer Junction Structure 1
12 inch Cylindrical Structure Existing SSCO [NO DISPLAY PROFILE]Basic [CCE]0 ByLayer Junction Structure 1
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Concentric Structure 48 dia 24 frame 24 cone 5 wall 6 floor Existing Sanitary Sewer Manhole (48)Basic [CCE]0 ByLayer Junction Structure 4
Null Structure Null Basic 0 ByLayer Null Structure
Null Structure Null Basic 0 ByLayer Null Structure
Page 2 of 3
Appendix C - Sample GIS Output Files
Structure Data
InnerHeight RotationAngle ReferenceAlignment Station Offset ReferenceSurface InsertionNorthing InsertionEasting InsertionRimElevation ConnectedPipes HydraulicGradeLine EnergyGradeLine
5.705968696 EAST FOOTHILL DRIVE CL 1754.892284 -19.48454771 9414_EG 1928092.433 6364104.454 204.775 1 0 0
5.638782585 EAST FOOTHILL DRIVE CL 1736.094652 -6.729339639 9414_EG 1928105.946 6364083.703 204.633 3 0 0
4.064129205 EAST FOOTHILL DRIVE CL 1296.265065 -0.250560611 9414_EG 1928371.123 6363730.797 199.359 3 0 0
5.652818372 EAST FOOTHILL DRIVE CL 1142.474808 -1.355465854 9414_EG 1928464.117 6363608.303 199.183 1 0 0
0 IRIS COURT CL 3206.621567 -0.097467056 9414_EG 1928037.282 6363720.756 198.15 1 0 0
0 HAWTHORNE COURT CL 4054.668304 0.343043095 9414_EG 1927929.564 6363374.375 197.903 1 0 0
0 EAST HAVEN CL 2562.064976 -0.502715354 9414_EG 1928020.27 6363541.117 197.802 3 0 0
0 EAST HAVEN CL 2644.161186 -16.50058355 9414_EG 1928106.041 6363532.199 197.576 2 0 0
0 EAST HAVEN CL 2488.55205 -0.587223283 9414_EG 1927947.104 6363548.251 197.511 3 0 0
0 EAST HAVEN CL 2405.68955 16.36708419 9414_EG 1927860.673 6363557.656 196.788 2 0 0
0 EAST HAVEN CL 2069.255545 -0.999241516 9414_EG 1927588.921 6363352.477 196.678 3 0 0
0 ELEANOR DRIVE CL 5332.014928 -0.563376922 9414_EG 1927738.841 6363152.754 196.628 1 0 0
0 ELEANOR DRIVE CL 5240.731808 7.308602473 9414_EG 1927793.152 6363076.366 195.878 1 0 0
1.660700394 ELEANOR DRIVE CL 5116.76816 7.950316572 9414_EG 1927921.52 6363064.794 195.005 2 0 0
4.066361109 ELEANOR DRIVE CL 5055.544044 5.288192822 9414_EG 1927972.345 6363102.761 194.583 4 0 0
0 ELEANOR DRIVE CL 9414_EG 1928275.209 6363331.107 192.2166667 1 0 0
0 ELEANOR DRIVE CL 5569.751285 -0.3781527 9414_EG 1927596.121 6363342.885 190.1612515 2 0 0
0 ELEANOR DRIVE CL 5581.788014 -12.3180293 9414_EG 1927598.457 6363359.677 190.0409704 2 0 0
Page 3 of 3
SERVICES
Municipal Engineering
Capital Project Design
Construction Management
Building & Safety
Financing Assistance
MARKETS
Transportation
ADA Compliance
Flood Control & Drainage
Water
Wastewater
Public Facilities & Parks
SANTA ROSA1400 Neotomas AvenueSanta Rosa, CA 95404(707) 571-8005
AUBURN11641 Blocker Drive Suite 170Auburn, CA 95603(530) 888-9929
FAIRFIELD324 Campus Lane Suite AFairfield, CA 94534(707) 702-1961
PLEASANT HILL3478 Buskirk Avenue Suite 1000Pleasant Hill, CA 94523(925) 233-5333
(800) 409-2435 toll freeinfo@coastlandcivil.com
Municipal Engineering | Capital Project Design | Construction Management | Building & Safety | Financing Assistance
$200 $170 $145 $150 $95 $170
1 PROJECT MANAGEMENT AND COORDINATION
Project Management 8 40 48 $8,400
Meetings (1 Kick-off meeting, 1 meeting
with PW staff, and 3 remote design
review meetings)
6 12 4 22 $3,620
Subtotal 70 $12,020
2 PUBLIC OUTREACH
Pre-Assessment and
Pre-Construction Outreach 4 18 4 6 32 $5,030
Subtotal 32 $5,030
3 FLOW MONITORING
Pre-Construction and Post-Construction
flow monitoring (2 months each) &
Construction Effectiveness Analysis
Report
2 10 $111,550 12 $113,650 V&A
Subtotal 12 $113,650
4 I&I ASSESSMENT
4.1 Review Background Information 2 8 8 18 $2,920
4.2
CCTV Inspection and Assessment
(detailed inspection/ assessment of
mains, and limited inspection/
assessment of MH and lateral
connections)
8 60 100 $185,419 168 $211,719 Roy's
Sewer
4.3 Manhole Inspection & Assessment (30) 1 24 32 4 $12,558 61 $21,858 CPI
Subtotal 247 $236,497
5 DESIGN DEVELOPMENT
Design Development Exhibit 4 12 10 26 $4,340
Planning Estimate 2 6 6 6 20 $3,190
Subtotal 46 $7,530
6 PRELIMINARY ENGINEERING
6.1 Topographic Survey (1,000 LF of pipe)4 2 $9,085 6 $10,065 CPI
6.2 Utility Coordination 2 10 12 $1,840
6.3 Utility Potholing (assume 10)1 4 4 $20,700 9 $22,180 Empire
6.4 Field Review 2 8 8 18 $2,960 Empire
Subtotal 45 $37,045
7 PREPARATION OF CONSTRUCTION DOCUMENTS
7.1 60% Construction Documents 16 50 60 120 2 4 252 $39,270
7.2 90% Construction Documents 10 40 50 80 2 4 186 $28,920
7.3 Final (100%) Construction Documents 8 30 40 40 2 2 122 $19,030
Subtotal 560 $87,220
8 BID PHASE AND DESIGN SERVICES DURING CONSTRUCTION
Bidding Assistance 2 4 2 8 $1,370
Addendum 2 4 2 4 12 $1,970
Pre-Bid Conference 4 4 $680
RFI's (10)4 8 2 14 $2,030
Submittal Review (20)12 16 2 30 $4,550
Site Visits (5)10 10 $1,700
Subtotal 78 $12,300
9 RECORD DRAWINGS
Meet with City's PM and GIS technician 2 2 4 $640
Prepare Record Drawings (dwg and pdf)2 4 24 30 $4,680
Prepare GIS files (GDB format)2 8 10 $1,540
Subtotal 44 $6,860
Direct Costs (repro, mileage, etc.)$1,000
Total Cost 80 374 324 322 24 10 $339,312 1134 $519,152
Engineering Design Services
Senior
Engineer
Assistant
Engineer
Sr. Engr.
Technician Notes
DESIGN WORK ESTIMATE
City of Rohnert Park
Hours & Cost
TASK TOTAL FEE
Construction
Manager TOTAL
HOURS
Admin
Billing Classification & Rate
Principal
Engineer
Task Information
I&I Reduction - B Section
East of Adrian Drive
Subconsultant
Cost
Page 1
EXHIBIT "B"