HomeMy WebLinkAbout2012/05/08 Item 03.... __ ..
riµ,,< CITY COUNCIL
AGENDA STATEMENT
~.----,
.x ~- _~~tri cirr of
'"~~ CHULA VISTA
MAY 8, 2012, Item 3
ITEM TITLE: RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CHULA VISTA APPROVING THE CHULA VISTA
BAYFRONT MASTER PLAN FINANCE AGREEMENT
WITH THE SAN DIEGO UNIFIED PORT DISTRICT
SUBMITTED BY: ASSISTANT DIRECTOR OF DEVELOPMENT SERVICES
.REVIEWED BY: CITY MANAGER
~~'" ASSISTANT CITY MANAGER/DEVELOPMENT SERVICES
DIRECTOR ~ ~,. G•H
---- -- '~ 4/STHS VOTE: YES ~ NO ~X
SUMMARY - -
The purpose of the Finance Agreement for the Chula Vista Bayfront Master Plan (CVBMP)
is to identify the rights and obligations of the City of Chula Vista (City) and the San Diego
Unified Port District (District), known collectively as the "Parties," with respect to the
financing, development and construction of the public improvements, infi-astructure and
conference center for the implementation of the CVBMP in accordance with the certified
Final Environmental Impact Report (FEIR) approved by the City and the District on May
16, 2010.
The Finance Agreement represents another critical step in the unprecedented cooperative
arrangement between the City and the District for the funding, planning and implementation
of the CVBMP.
Through the Finance Agreement, the City and District will identify the revenues derived
from new Bayfront development that will be used for public improvements within the
CVBMP (net of costs for operations and maintenance) from the following sources:
Transient Occupancy Tax (TOT) -City
Tourism Marketing District Assessment (TMD) -City
Development Impact Fees -Developer
Ground Lease Revenues -District
The Finance Agreement also establishes that the City and District will use their
respective best efforts to establish a joint Powers Authority (JPA) and to develop a
detailed Plan of Finance that utilizes the above funding sources to finance -through the
3-1
MAY 8, 2012, Item
Page 2 of 6
issuance of revenue bonds -the construction of public improvements, infrastructure and a
conference center in accordance with the development envisioned in the CVBMP.
The Finance Agreement is the first formal CVBMP implementing agreement among the
Parties following the certification of the FEIR. Authorization of the Finance Agreement
by the Parties is a condition precedent to the completion of the land exchange between
the District and Pacifica, a critical component of the overall CVBMP.
The Finance Agreement and subsequent formation of the JPA and detailed Plan of
Finance are viewed as critical steps in further establishing the viability and mazketability
of the Chula Vista bayfront and will serve as material inducements to potential
development partners to commit private financial resources to proceed with the project
and provide the anchor tenants needed for the development of the CVBMP.
ENVIRONMENTAL REVIEW
The Development Services Direcfor has reviewed the proposed activity for compliance
- with the California Environmental Quality Act (CEQA) and has determined that the
- proposed Finance Agreement was adequately covered in previously adopted
___ Final Environmental Impact Report, UPD #83356-EIR-658; 20056081077 for the Chula
Vista Bayfront Master Plan which was certified by both the City of Chula Vista and the
~- - _San~e_o~Unified Port District_._on May 16, 2010. Thus, no.further CEQA review or - _
q documentation is required.
RECOMMENDATION
Adopt resolution approving the Chula Vista Bayfront Master Plan Finance Agreement
between the City of Chula Vista and the San Diego Unified Port District.
BOARDS/COMMISSION RECOMMENDATION
Not Applicable
DISCUSSION
In 2002, the District and City began a collaborative planning process to create a master
plan for the approximately 550-acre Chula Vista bayfront area. The CVBMP was
designed to transform Chula Vista's underused industrial bayfront landscape into a
thriving residential and world-class waterfront resort destination. The Plan will establish
thousands of new jobs, create new public parks, protect natural coastal resources, provide
conference and visitor-serving amenities and build an important asset for the San Diego
region, the South Bay, Chula Vista residents and coastal visitors. The CVBMP
represents the last significant development opportunity in Southern California. The
CVBMP is the result of a decade-long joint planning effort by a broad coalition of
stakeholders, the Port of San Diego, the City of Chula Vista and Pacifica Companies.
The Plan is anticipated to be considered by the California Coastal Commission in
summer 2012.
This planning process included an award winning public participation program with the
CVBMP Citizens Advisory Committee (CAC), which established three primary goals for
3-2
MAY 8, 2012, Item ~
Page 3 of 6
the master plan: to develop aworld-class waterfront; to create a plan that is supported by
sound planning and economics; and, to create a plan that has broad-based community
support. In response to the CAC's request, Pacifica Companies joined this process in
2003 in order to join their planning effort for the Mid-Bayfront with the CVBMP.
The CVBMP has great significance for the region in its potential for economic stimulus,
protection of natural resources and provision of public amenities. Surrounded by unique
and valuable natural resource lands, the CVBMP required careful deliberation over how
best to protect and enhance environmental resources while balancing with commercial
development for a viable waterfront revitalization project. Once fulfilled, the CVBMP
will create a world class bayfront that includes strong planning and design principles,
environmental protection, economic feasibility, and community benefits.
Finance Agreement
The Finance Agreement identifies the revenues necessary to construct the public
improvements that will promote public access to and engagement with the water while
enhancing the quality and protection of key habitat .areas. The Finance Agreement
establishes a fiscal foundation for creating aworld-class bayfront that reflects strong
planning and design principles and community benefit.
Plan of Finance/JPA
The Finance Agreement provides for the Parties to cooperate in good faith and use their
respective best efforts to develop a more definitive Plan of Finance with the assistance of
Bond Counsel and the Investment Banking Community. The Plan of Finance would
utilize all sources of funds identified in the Finance Agreement to support the
construction of public improvements and amenities, attached as Exhibit C to the Finance
Agreement, as well as development of the Resort Conference Center project (the "RCC").
Exhibit C identifies all known Capital Improvement Projects in the Chula Vista bayfront
and will serve as the City's on-going list of Capital Improvement Projects for the District.
The Parties anticipate that the Plan of Finance will involve the establishment of a JPA or
another type of legal structure authorized by applicable law. The Parties further
anticipate that the JPA will issue revenue bonds secured by and payable from the sources
of revenue previously described. The City and the District will have equal roles in the
governance of the JPA
Selection of Develoner
Following the approval of the Port Master Plan Amendment (PMPA) and the Local
Coastal Program Amendment (LCPA) by the California Coastal Commission, the District
and the City will collaborate on the specifications of the Request for Proposal (RFP) or
Request for Qualifications (RFQ) for the selection of the developer for the RCC project.
The District will administer the RFP/RFQ process. The Finance Agreement provides that
the District will share financial information provided by developers; the City will be
represented on selection committees for selection of developers; and the District will
confidentially share proposed terms of agreements negotiated with developers prior to
their approval by the District Board. It is anticipated that the selection process will take
nine months to one year.
3-3
MAY 8, 2012, Item ~
Page 4 of 6
RCC Lease/Management
It is anticipated that the financing of the RCC will involve along-term lease by the City
from the District. The term of the lease will equal or exceed the maturity date of the
revenue bonds. The lease payments will be the lesser of the fair-market rental value of
the Convention Center and the new TOT generated by all hotel development within the
CVBMP Project Area, exclusive of any Developer Rent payable pursuant to a Developer
sublease of the convention center. The RCC developer will be responsible for all
construction, operation, management, and maintenance obligations related to the RCC. A
management agreement in a form approved by the City, District and the JPA shall be
entered into between the Developer and City, in which the developer will assume all risks
and obligations associated with constructing, operating, maintaining and managing the
RCC. The Parties will approve the management agreement in accordance with the Plan
of Finance prior to or concurrently with the execution of the RCC ground lease with the
District.
Park Develonment
The Finance Agreement provides that the District and City will cooperate i~5 negotiate an
agreement which will grant the City a nonexclusive, joint use right or other interest in the
CVBMP park areas for a term of sixty-six years. In exchange for this, when the City
collects Pazk Acquisition and Development (PAD) Fees from developments within the
CVBMP Project Area, the acquisition component of the fees will be paid to the District
as rent.
Develonment Impact Fees
The Finance Agreement acknowledges that future District tenants located in the CVBMP
will pay Development Impact Fees assessed by the City. Development Impact Fees
include, but aze not limited to: PAD Fees; Public Facilities Development Impact Fees;
and Transportation Development Impact Fees. Furthermore, the City expects that it will
enact a separate Transportation Development Impact Fee covering the CVBMP Project
Area. Fees received from both District and City projects will be reinvested in the
CVBMP Project Area.
Fire Station
The Parties acknowledge that the FEIR identifies the need for a fire station to serve the
development of the CVBMP Project Area. The District and the City will cooperate in
good faith and use their respective best efforts to negotiate an agreement for the provision
of the fire station in connection with the development of the CVBMP.
Transit Plan
Each of the Parties acknowledges that the FEIR identifies the potential for a shuttle
service that would link the western portion of the City with the CVBMP Project Area.
The City and the District will cooperate to develop a transit plan that identifies funding
sources for capital and operational costs, as well as operational responsibilities.
Cost Recovery
The Finance Agreement also establishes that the Parties will have the ability to recover
costs from the proceeds of the revenue bonds for outside consultants to perform certain
3-4
MAY 8, 2012, Item ~
Page 5 of 6
agreed upon tasks such as market feasibility, and economic studies to support future
RFP's or other proposal solicitations. Additionally, if either Party advances funds to pay
specific costs for a portion of the Public Improvements, reimbursement for those
advances of funds maybe provided for in the Plan of Finance.
Master Calendar
The Master Calendar for the CVBMP identifies the significant actions and agreements
currently known to the Parties required for the entitlement, design, financing,
construction and implementation of the CVBMP. The Master Calendar was first
developed as an exhibit to the Pacifica Land Exchange Agreement, and is attached as
Exhibit D to the Finance Agreement. The Parties also understand that compliance with
the Master Calendar may be affected by the action, inaction or delay of third parties such
as State regulatory agencies, and market conditions or other force majeure events. An
amendment process to the Master Calendar has been included in the Finance Agreement.
Termination
Unless the Parties mutually agree otherwise; the Finance Agreement will terminate upon -
the earlier of ten yeazs from the effective date, or the failure of the District or the City to ~* '
provide approval of financing sources consistent with the Plan of Finance and within the
time frame set forth in the Master Calendaz. Termination will not affect other legally
binding obligations entered into by the Parties.
Conclusion
Staff recommends that the City Council approve the Finance Agreement, which
represents an unprecedented partnership between the City and the District. The Finance
Agreement is a critical step in the implementation of the CVBMP.
DECISION MAKER CONFLICT
Staff has reviewed the property holdings of the City Council and has found no property
holdings within 500 feet of the boundaries of the property which is the subject of this
action.
CURRENT YEAR FISCAL IMPACT
The Finance Agreement sets forth the funding sources and methodology for the
preparation of a Plan of Finance and the formation of a JPA for the issuance of revenue
bonds. These actions will not occur, and have no fiscal impacts, in the current fiscal year.
ONGOING FISCAL IMPACT
Future CVBMP development is expected to create new City revenues, including TOT
and TMD Assessments. The specific incremental revenues identified in the Finance
Agreement -TOT and TMD -resulting from new development in the Chula Vista
bayfront, and net of operations and maintenance costs, aze expected to fund public
improvements in the CVBMP Project Area. It is expected that these revenues, as well as
the Ground Lease Revenues being identified by the District, will be sufficient to fund the
development of CVBMP public improvements, infrastructure and conference center
without requiring the use of other or additional City revenue sources (e.g. sales and
property tax revenue).
3-5
MAY 8, 2012, Item
Page 6 of 6
CVBMP financial modeling also indicates that over the life of the project, TOT, TMD
and Ground Lease revenues generated by the bayfront development will exceed those
required for debt service, resulting in net surplus revenues to the City and District.
Timing and extent of any net surplus revenues is dependent on many factors including
phasing of expenditures and development, construction costs, interest rates, etc. and if
they occur, will likely occur in the later years of the development plan.
The authorization of the Finance Agreement, which serves as a precedent to the
subsequent, more detailed and market-tested Plan of Finance, does not in itself result in
ongoing fiscal impacts. However, a current estimate of potential future costs and
revenues for the development of the CVBMP, based on the terms identified in the
Finance Agreement, is attached to provide a projection of the possible timing and extent
of such potential costs and revenues (Table 1).
ATTACHMENTS
A. Finance Agreement
B. EPS Memorandum
Prepared by: Eric Crockett, Assistant Director, Development Services Department
3-6
COUNCIL RESOLUTION NO.
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
CHULA VISTA APPROVING THE CHULA VISTA
BAYFRONT MASTER PLAN FINANCE AGREEMENT WITH
THE SAN DIEGO UNIFIED PORT DISTRICT
WHEREAS, the City of Chula Vista (City) and the San Diego Unified Port District
(District), in collaborative effort with the community began working on a comprehensive Chula
Vista Bayfront Master Plan (CVBMP) in 2002; and
WHEREAS, On May 18, 2010 the District and the City unanimously approved the Final
Environmental Impact Report (UPOD#83356-EIR-658; SCH No. 2005081077) for the CVBMP;
and
WHEREAS, the proposed Finance Agreement with the District is the first step in
implementing the CVBMP; and
WHEREAS, the Finance Agreement represents identifying financial resources and
partnership between the City and the District for financing the public infrastructure and
amenities included within the CVBMP; and
WHEREAS, the Finance Agreement pledges all District Ground Lease revenues, all City
Transient Occupancy Tax revenues, Tourism and Marketing District assessment revenues and all
City imposed Development Impact Fee revenues; and
WHEREAS, the Finance Agreement provides that the District will share financial
information provided by developers and that the City will be represented on selection
committees for selection of developers in implementing the CVBMP; and
WHEREAS, the financing of the Convention Center will involve along-term lease by the
City from the District; and
WHEREAS, the term of the lease will equal or exceed the maturity date of the revenue
bonds; and
WHEREAS, the District and City will cooperate to negotiate an agreement which will
grant the City a nonexclusive,joint use right or other interest in the CVBMP park areas for a
term of sixty-six years; and
WHEREAS, the District and the City will cooperate in good faith and use their respective
best efforts to negotiate an agreement for the provision of the fire station in connection with the
development of the CVBMP; and
3-7
Resolution No.
Page 2
WHEREAS, the Finance Agreement also establishes that the District and City will have
the ability to recover costs from the proceeds of the revenue bonds for outside consultants to
perform certain agreed upon tasks such as market feasibility and economic studies to support
future Requests for Proposals or other proposal solicitations; and
WHEREAS, unless the Parties mutually agree otherwise, the Finance Agreement will
terminate upon the earlier often years from the effective date, or the failure of the District or the
City to provide approval of financing sources consistent with the Plan of Finance and within the
time frame set forth in the Master Calendar; and
WHEREAS, the District and City will use the identified revenue sources in the
development of a Plan of Finance that will utilize all of the sources of funds minus operation and
maintenance costs to support financing the construction of the public improvements including
the Resort Conference Center; and
WHEREAS, the Plan of Finance will address how the flow of funds will secure and allow
the issuance of revenue bonds to support construction of the public improvements; and
WHEREAS, the Plan of Finance will involve the establishment of a Joint Powers
Authority (JPA) or another type of legal structure which the City and Port will have equal roles
in the governance of; and
WHEREAS, the City Council has reviewed the proposed activity for compliance with the
California Environmental Quality Act (CEQA) and has determined that the proposed Finance
Agreement was adequately covered in the previously adopted Final Environmental Impact
Report for the CVBMP.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Chula
Vista, that it hereby approves the Chula Vista Bayfront Master Plan Finance Agreement with the
San Diego Unified Port District and authorizes the Mayor to execute the same.
Presented by
Gary Halbert, P.E., AICP
Assistant City Manager/Development
Services Director
Approved as to form by
GI n oo '
~~ity
3-S
THE ATTACHED AGREEMENT HAS BEEN REVIEWED
AND APPROVED AS TO FORM BY THE CITY
ATTORNEY'S OFFICE AND WILL BE
FORMALLY SIGNED UPON APPROVAL BY
THE CITY COUNCIL
Dated: y ~~~ / Z
CH[_JI,A VISTA BAYFRONT MASTER PLAN
FINANCING AGREEMENT
BETWEEN
THE CITY OF CHULA VISTA, AND
SAN DIEGO UNIFIED PORT DISTRICT
3-9
---~
OH&S Drafr Dated: 04/16/12
CHULA VISTA BAYFRONT MASTER PLAN FINANCING AGREEMENT
- ,_ Dated May 8, 2012
Between
City of Chula Vista
and
San Diego Unified Port District
OHSUSA:261446966.8
3-10
Table of Contents
Parties .................................................................................................................................................... l
Recitals ..................................................................................................................................................1
Section 1. Definitions .....................................................................................................................3
Section 2. Findings, Purpose, Acknowledgements of the Parties, Reservation of Discretion ......8
Section 2.1. Findings, Purpose and Intent ......................................................... ...................8
Section 2.2. Reservation of Discretion Regarding Actions Subject
to CEQA and Other Applicable Laws ......................................... ...................8
Section 2.3. Acknowledgements of the Parties ................................................. ...................9
Section 3. CVBMP Master Calendar .......................................................................... ...................9
Section 3.1. Compliance with CVBMP Master Calendar ................................. .................10
Section 3.2. Amendment of CVBMP Master Calendar ................::................... .................10
__ _. __ ......_._ n .__ _ .. __ _.. , _ _ -_.__. ..,__..._
Section 4. Development of Plan of Finance; Acknowledgement of
Factors Potentially Impacting Plan of Finance .........................................................10
Section 4.1. Antlclpated Sources of Funds; Addltlonal Source of Funds ............... ...........11
Section 4.2. Anticipated Application of Funds ........................................................ ...........12
Section 4.2.1. Operations and Maintenance Costs; Net Revenues ................ ...........12
Section 4.2.2. Ground Lease Revenues .......................................................... ...........12
Section 4.2.3. Transient Occupancy Tax ....................................................... ...........12
Section 4.2.4. Tourism Marketing District Assessments ............................... ...........12
Section 4.2.5. Park Areas; Joint Use and Improvement and Fees .................. ...........13
Section 4.2.6. Application of Unit Contribution ............................................ ...........13
Section 4.2.7. Development Impact Fees ....................................................... ...........13
Section 4.2.8 Transportation Development Impact Fees ............................. ............13
Section 4.3. Financing Sources Approval .............................................................. ............13
Section 4.4. Revenue Bonds ................................................................................... ............13
Section 4.4.1. Issuance of Revenue Bonds ................................................... ............13
Section 4.4.2. Security and Sources of Payment for Revenue Bonds ........... ............14
Section 4.5. Anticipated Application of Revenue Bond Proceeds;
Flow of Funds; Release of Net Financing Revenues ........................ ............14
Section 4.5.1. Application of Revenue Bond Proceeds ................................ ............14
Section 4.5.2 .Operation and Maintenance Costs ......................................... ............14
Section 4.5.3 Payment of Debt Service on Revenue Bonds ........................ ............14
Section 4.5.4. Release of Net Financing Revenues ....................................... ............15
OHSUSA:261446966.8 I
3-11
Table of Contents
Section 5. Resort and Convention Center Project Leasing and Operations; Opportunity for
Cultural/Retail Use on Parcel H-23 ...................................................................... .....15
Section 5.1. Lease of Resort and Convention Center Development Site ...................... .....15
Section 5.2. Resort and Convention Center Project ...................................................... .....15
Section 5.3. Selection of Developer(s) .......................................................................... .....15
Section 5.4. Other District Projects Within Chula Vista Bayfront Master Plan ............ .....16
Section 5.5. Lease of Convention Center ...................................................................... .....16
Section 5.6. Management Agreement ............................................................................ .....16
Section 5.7. Opportunity for Cultural/Retail Use on Parcel H-23 ................................. .....17
Section 6. Reimbursement Agreement for Oversizing ........................................................... .....17
Section 7. Fire Station; Transit Plan; Reimbursements for Remediation and Other Costs..... .....17
Section 7.1. Fire Station ....:................:..............:...:...::... ..........:.......... ............ .....17
Section 7.2. Transit Plan ................................................................................................ .....17
-- -_
Section 7.3 Reimbursements for Remediation and Other Costs ...................................
.....17
Section 7.3.1. Remediation Costs ........................................................................ .....17
Section 7.3.2 Other Costs .................................................................................... .....18
Section 8. Modifications or Amendments; Waivers ............................................................... .....18
Section 9. Additional Agreements, Actions; Further Assurances ........................................... .....18
Section 10. Authorized Representatives ................................................................................... .....18
Section 11. Dispute Resolution; Attorneys' Fees and Costs ..................................................... .....18
Section 11.1. Dispute Resolution .................................................................................... .....18
Section 11.2. Attorney's Fees and Costs .......................................................................... .....18
Section 12. Conditions Precedent to Performance of the Parties ............................................. ......18
Section 13. Termination; Consequences of Termination; Subsequent Action ......................... ......19
Section 14. Proposition G ........................................................................................................ ......19
Section 15. General Provisions ................................................................................................ ......19
Section 15.1. Prompt Performance ................................................................................. ......19
Section 15.2. Further Assurances ................................................................................... ......19
Section 15.3. Entire Agreement; Subsequent Agreements ............................................. ......19
Section 15.4. Captions .................................................................................................... ......20
Section 15.5. Successors ................................................................................................. ......20
Section 15.6. Notices ...................................................................................................... ......20
Section 15.7 Limitation of Rights; Third Party Rights .................................................. ......20
OHSUSA:261446966.8 3-112
Table of Contents
Section 15.8. Severability of Invalid Provisions ....................................................... ...........21
Section 15.9. Execution Authorized .......................................................................... ...........21
Section 15.10. Governing Law .................................................................................... ...........21
Section 15.11. Effective Date ...................................................................................... ...........21
Section 15.12. Execution in Counterparts ................................................................... ...........21
Execution .......................................................................................................................... ......... S-1
Attachment I Description of Contemplated Agency Contribution
Exhibit A Chula Vista Bayfront Master Plan Project Area
Exhibit B San Diego Unified Port District Property
Exhibit C Public Improvements
F,xhibit D Chula Vista Bayfront Master Plan Master Calendar
Exhibit E Chula Vista Bayfront Master Plan Project Area Listing of O&M Costs
~~
OHSUSA:261446966.8 111
3-13
CHULA VISTA BAYFRONT MASTER PLAN FINANCING AGREEMENT
This CHULA VISTA BAYFRONT MASTER PLAN FINANCING AGREEMENT
(hereinafter referred to as this "Agreement"), dated May 8, 2012 (the "Effective Date"), is between
the CITY OF CHULA VISTA, a charter city and municipal corporation (the "City"), and the SAN
DIEGO iJNIFIED PORT DISTRICT, a district formed pursuant to California Harbors and
Navigation Code APPENDDC 1, Section 1 et seq. (the "District"). The City and the District are from
time to time hereinafter referred to individually as a "Party" and collectively as the "Parties."
RECITALS
A. Development of Chula Vista Bayfront Master Plan. In 2002, District, the City and
the Redevelopment Agency of the City of Chula Vista, a redevelopment agency formed pursuant to
~~
California Health and Safety Code §§ 33000 et seq. (the "Agency) began work to create a master
plan for development of the approximately 556-acre Chula Vista Bayfront (the "Chula Vista
Bayfront") located on the southeastern edge of San Diego Bay in the City of Chula Vista. The
purpose of the master plan was to reconfigure the 497 acres of land and 59 acres of water uses which _ . .
comprise the Chula Vista Bayfront by's~onnecting the land and water acres in a way that will promote
public access to, and engagement witn, the water while enhancing the quality and protection of key
habitat areas, with the ultimate goal of creating aworld-class bayfront through strong planning and
design, economic feasibility and community outreach.
B. Final Environmental Impact Report. On May 18, 2010, the District, as Lead
Agency of the project, as such term is defined in California Public Resources Code § 21067, certified
a Final Environmental Impact Report for the Chula Vista Bayfront Master Plan and Port Master Plan
Amendment (UPD # 83356-EIR-658; SCH # 2005081077) (the "FEIR"). City and Agency are
Responsible Agencies as defined in California Public Resources Code § 21069. The project
described in the FEIR is known as the Chula Vista Bayfront Master Plan ("CVBMP"). The area
encompassed by the CVBMP is hereinafter referred to as the "CVBMP Project Area." A map
showing the CVBMP Project Area and its constituent parcels is attached hereto as Exhibit A. This
Agreement is contemplated by the CVBMP as analyzed in the FEIR.
C. Land Uses. Key components of the CVBMP include: a signature park, open space
areas and cultural use; improved visual corridors to San Diego Bay; a resort and convention center
("RCC") and other hotels; residential and mixed-use office/commercial recreation uses; waterfront
retail uses and public gathering spaces around the harbor; a new commercial harbor and improved
navigation channel; a public promenade and bike trail through the entire bayfront; and large buffer
zones to protect adjacent sensitive resources.
D. Development of District Property in CVBMP Project Area. Development of all
of the real property located in the CVBMP Project Area indicated on Exhibit B attached hereto
("District Property") shall be subject to the CVBMP.
E. Residential Use. The FEIR designates a portion of the District Property commonly
known as Parcels HP-5, H-13 and H-14 for residential use, such residential use to consist of up to
1,500 multi-family units, and a portion of the District Property commonly known as Parcel H-15 for
a mix of office and hotel uses. The foregoing parcels, Parcels HP-5, H-13, H-14 and H-15, are
hereinafter referred to as the "Residential Property." Improvements to the Residential Property in
OHSUSA:261446966.8
3-14
accordance with the FEIR are hereinafter referred to as the "Residential Property Improvements." In
order to implement the residential use component of the Residential Property Improvements, it is
necessary that the District exchange the Residential Property, which as land owned by the District is
subject to the Public Trust Doctrine which precludes residential use, for certain real property owned
by NORTH C.V. WATERFRONT L.P., a California limited partnership ("Owner"), comprised of
Parcels S-1, S-2, S-3, SP-1, SP-2 and SP-3 (hereinafter referred to as the "Owner Property"). Upon
completion of such exchange pursuant to the procedures described herein, the Residential Property
would be released from the use restrictions of the Public Trust Doctrine and the Owner Property
would become subject to such restrictions.
F. Land Exchange. The California State Lands Commission ("SLC") is authorized by
Division 6 of the California Public Resources Code, including § 6307, to exchange interests in real
property subject to the Public Trust Doctrine for interests in other non-trust lands of equal or greater
value. Accordingly, District will apply to SLC for approval to exchange the Residential Property for
the Owner Property, subject to receipt of evidence to the satisfaction of District and SLC that the
Owner Property is of equal or greater value than the Residential Property. The concurrent transfer of
the Residential Property and Owner Property to Owner and District, respectively, is hereinafter
referred to as the "Exchange." "t<'
G. Exchange Agreement. In order to document the terms and provisions applicable to
the Exchange, District and Owner have entered into that certain Exchange Agreement and Escrow
Instructions, dated as of February 2, 2010 (as amended from time to time pursuant to its terms, the
("Exchange Agreement ), which Exchange Agreement was approved by the SLC on December 10,
2010. Close of the escrow created by the Exchange Agreement is conditioned upon and subject to,
among other things, various actions by the District, City, SLC, the California Coastal Commission
("CCC") and the execution and effectiveness of this Agreement.
H. Unit Contribution. The Exchange Agreement, among other things, requires Owner
to pay an amount equal to one-half of one percent (0.5%) of the gross sales price upon the close of
escrow for the initial sale of each market rate residential condominium unit developed on the
Residential Property, such contribution being hereinafter referred to as the "Unit Contribution," such
Unit Contribution to be applied in accordance with the provisions of that certain Chula Vista
Bayfront Master Plan Settlement Agreement, entered into as of May 4, 2010 (as amended from time
to time pursuant to its terms, the "Settlement Agreement"), entered into by the District, City and
Agency with the member entities of the Bayfront Coalition identified therein.
L Resort Conference Center. The CVBMP contemplates the development of a hotel
and convention center (the "RCC Project"), further described in Section 5, to serve as the anchor
project of the CVBMP and to be located on the site described in the FEIR and commonly known as
Parcel H-3. The Parties anticipate that the RCC Project will generate substantial benefits to the local
and regional community in the form of increased tax and lease revenues, permanent jobs, and the
provision of significant public amenities and will be the development catalyst for the CVBMP
Project Area. The RCC Project is also expected to generate substantial direct and indirect benefits to
the San Diego Region, including permanent and temporary jobs, tax revenues and public
infrastructure.
J. Public Improvements Required for CVBMP. Development of the CVBMP Project
Area, which is currently largely vacant land lacking in required infrastructure improvements, will
OHSUSA:261446966.8 2
3-15
require the construction of substantial public improvements early in the development and
construction process. Such public improvements include, without limitation, those listed on Exhibit
C attached hereto ("Public Improvements").
NOW, THEREFORE, in consideration of the above promises and of the mutual covenants
hereinafter contained and for other good and valuable consideration, the receipt and sufficiency of
which are hereby acknowledged, the Parties agree as follows:
I. Definitions. Unless the context otherwise requires, the terms defined in this Section
shall, for all purposes of this Agreement have the meanings herein specified, to be equally applicable
to both the singular and plural forms of any of the terms herein defined.
AAA means the American Automobile Association.
Agency means the Redevelopment Agency of the City of Chula Vista, a redevelopment
agency formed pursuant to California Health and Safety Code §§ 33000 et seq.
Agreement means this Chula Vista Bayfront Master Plan Financing Agreement, as originally
executed and as modified, amended or supplemented from time to time pursuant to its term'
Authorized Representative of the City means the City Manager of the City or the designee
of the City Manager of the City.
Authorized Representative of the District means the President/CEO of the District, which
is the executive director of the District as such term is used in the Port District Act, or the designee of
the PresidenUCEO of the District.
CCC means the California Coastal Commission or any successor thereto.
CEQA means the California Environmental Quality Act.
City means the City of Chula Vista, a charter city and municipal corporation.
Convention Center Bonds means subordinate lien bonds contemplated by Section 4.4.1 (b)
of this Agreement issued for the purpose of funding all or a portion of the costs of the Convention
Center.
Convention Center Lease means the lease of the Convention Center contemplated by
Section 5 of this Agreement.
Convention Center means the development anticipated to consist of approximately 415,000
net square feet of convention facilities to be located on the RCC Development Site comprising a
portion of the RCC Project more fully described in the FEIR.
CVBMP Ground Leases means the long-term ground leases anticipated to be entered into
by the District contemplated by Section 5.4 of this Agreement.
OHSUSA261446966.8 .3- ~ 6
CVBMP Master Calendar means the master calendar for all significant actions and
agreements required for the entitlement, design, financing, construction and implementation of the
CVBMP, as amended from time to time pursuant to the provisions of this Agreement.
CVBMP Project Area means the area encompassed by the CVBMP.
CVBMP means the Chula Vista Bayfront Master Plan described in the recitals hereof.
CVTMD Assessments means eighty percent (80%) of assessments levied by the CVTMD in
the CVBMP Project Area.
CVTMD means the Chula Vista Tourism Marketing District.
Debt Service Coverage Ratio means the ratio determined by dividing Net Financing
Revenues by Debt Service Requirements.
Debt Service Requirements means the total annual debt service requirements. for the
Infrastructure Bonds and the Convention Center-Bonds.
Delay Notice means a notice delivered pursuant to Section 3.1 hereof.
Developer means the developer or developers selected by the District to lease/sublease the
RCC Development Site.
Discretionary Actions shall have the meaning assigned to such term in Section 2.2 of this
Agreement.
District means the San Diego Unified Port District, a district formed pursuant to California
Harbors and Navigation Appendix A 1, §§ 1 et seq.
District Obligations means Revenue Bonds or certificates of participation issued by, or
executed and delivered on behalf of, the District.
District Property means the real property located in the CVBMP Project Area identified on
Exhibit B attached hereto.
Effective Date means the date this Agreement shall become effective determined as provided
in Section 15.11 hereof.
Exchange Agreement means that certain Exchange Agreement, dated as of February 2,
2010, by and between the District and North C.V. Waterfront L.P., as amended from time to time
pursuant to its terms.
Excess Costs shall have the meaning specified in Section 6 of this Agreement.
Exchange means the concurrent transfer of the Residential Property to the Owner and the
Owner Property to the District contemplated by the Exchange Agreement.
OHSUSA:261446966.8 4
3-17
FEIR means the Final Environmental Impact Report for the Chula Vista Bayfront Master
Plan and Port Master Plan certified by the District on May 18, 2010.
Financing Sources Approval shall have the meaning described in Section 4.3.
Financing Sources Submittal means evidence of availability of the funding sources
identified in Section 4.2 and shall include the submittals of the respective Parties described in Section
4.2.1 (relating to O&M Costs), 4.2.2, 4.2.3 and 4.2.4.
Fire Station means the fire station serving the CVBMP Project Area which will be required
in connection with the development of the CVBMP Project Area.
Force Majeure Event means any of the following events which prevent a Party from
performing any obligation or achieving any milestone described in the CVBMP Master Calendar: (i)
delays in the entitlement process arising from the filing and processing of legal or administrative
appeals of entitlement approvals; (ii) unanticipated processing delays by the staffs or governing
bodies of the SLC, the CCC and/or the RWQCB; (iii) litigation of entitlement approvals and other
governmental actions necessary for the financing, construction and implementation of the Public
Improvements and/or of the Residential Property Improvements; (iv) any act of God, strike, lockout
or other industrial disturbance during the construction and development of the Public Improvements,
the RCC Project and/or of the Residential Property Improvements; (v) act of public enemy, blockade,
war, insurrection, civil disturbance, explosio^ or riot; epidemic; (vi) landslide, earthquake, fire,
storm, flood, or washout; (vii) governmental restraint, action or inaction, either federal, state, county,
civil or military, including the adoption of any new law materially affecting- either the ability of the
Parties to proceed with implementation of the CVBMP or substantially increasing the costs of
proceeding with implementation of the CVBMP (but not including any City or District laws,
ordinances or regulations not mandated by federal, state or county laws or regulations); (viii) any
initiative or referendum (including any such action related to actions of any of the Parties hereunder);
(ix) failure to obtain any necessary federal, state or county governmental approval, and (x) failure of
Owner or Developer to timely enter into a requested agreement or take a requested action.
Ground Lease Revenues means ground lease payments made under the RCC Ground Lease
and the CVBMP Ground Leases, howsoever identified, including base rental, percentage rent and
other rent components. Ground Lease Revenues will not include ground lease payments subject to
the prior pledge securing bonds issued by the District pursuant to the Indenture, dated as of October
I, 2004, between the District and U.S. Bank National Association, as trustee, which include, without
limitation, ground lease payments made to the District pursuant to any ground lease in effect on the
Effective Date or ground lease payments made to the District by a tenant party to a ground lease in
effect on the Effective Date relocated subsequent to the Effective Date. Ground lease payments
which are not subject to the prior pledge of the Indenture shall comprise Ground Lease Revenues.
Infrastructure Bonds means senior lien bonds contemplated by Section 4.4.1 (a) of this
Agreement issued for the purpose of financing Public Improvements.
JPA means a joint powers authority created pursuant to the California Marks-Roos Act,
Articles 1, 2, 3 and 4 of Chapter 5 of Division 7 of Title 1 of the California Government Code or
other entity or financing structure authorized by applicable law agreed to by the Parties to provide for
or facilitate the financing of the Public Improvements and the Convention Center.
OHSUSA:261446966.8 3 _ 1 8
Lease Payments means the rental payments made by the City pursuant to the Convention
Center Lease (exclusive of any Developer component described in Section 5) or lease of other public
facilities, such rental payments to be in an amount up to the net TOT generated by all hotel
development within the CVBMP Project Area, as further described in the Plan of Finance, subject to
the limits described in Section 5.5.
Management Agreement means an agreement with the Developer pursuant to which the
Developer assumes responsibility for the operations, management and maintenance obligations
relating to the Convention Center.
Net Financing Revenues means the sum of Ground Lease Revenues, Lease Payments and
CVTMD Assessments, reduced in each case by O&M Costs of the District or City, as applicable to
the extent described in Section 4.2.1.
Net Revenues means the funds available through each of the revenue sources described in
this Agreement, net of O&M Costs.
O&M Costs means all costs of operation and maintenance incurred by the District and City,
respectively, to provide administrative support; public safety, environmental services, and other
direct and indirect operations and maintenance services resulting from the development of the
CVBMP Project Area and serving the CVBMP Project Area, including, without limitation,
administration of the RCC Ground Lease and the CVBMP Ground Leases, relating to the sources and
categories of costs identified in Exhibit E attached hereto.
Owner Property means Parcels S-1, S-2, S-3, SP-1, SP-2 and SP-3.
Owner means North C.V. Waterfront L.P., a California limited partnership, party to the
Exchange Agreement.
Parcel H-3 shall have the meaning specified in Recital I of this Agreement.
Park Agreement means the agreement between the District and the City contemplated
pursuant to Section 4.2.5 of this Agreement.
Parties means the City and the District.
Party means the City or the District, as applicable.
Plan of Finance shall have the meaning ascribed thereto in Section 4.
Port District Act means the Califomia Harbors and Navigation Code APPENDIX 1, Section
1 et seq. or any successor thereto.
Proposition G means Chapter 2.59 of the Chula Vista Municipal Code, approved by the
voters of the City in June 2010.
Public Improvemeuts means those infrastructure improvements needed to foster
development of the CVBMP Project Area, including, without limitation, the infrastructure
improvements summarized on Exhibit C attached hereto, which are more precisely described in
OHSUSA26I446966.8 6
3-19
Document 58519 (Chula Vista Bayfront Master Plan Opinion of Probable Cost (Class iii Estimate)
Final as of October 2009) on file in the office of the District Clerk, as updated from time to time as
agreed to by the Parties.
Public Trust Doctrine means the concept that the property of the District is held by the
District as trustee of a public trust for the benefit of the people.
RCC Development Site means the site selected for the RCC Project.
RCC Ground Lease means the long-term ground lease/sublease between the District and the
Developer contemplated pursuant to Section 5.1 of this Agreement.
RCC Hotel means a hotel meeting or exceeding the service quality standards of a four
diamond, AAA standard hotel, to be located on the RCC Development Site adjacent to the
Convention Center.
RCC Project means the Convention Center and-RCC Hotel contemplated by Recital I of this
Agreement:
,~-
RCC means the resort and convention center contemplated by Recital C of this Agreement.
Reimbursement Agreement means an agreement with a Subdivider entered into in
accordance with the provisions set forth in Section 6 of this Agreement.
Reimbursement Obligation shall have the meaning specified in Section 6 of this
Agreement.
Residential Property Improvements means improvements to the Residential Property
contemplated by Recital E of this Ageement.
Residential Property means Parcels HP-5, H-13 and H-14. In addition, although the Parties
acknowledge that Parcel H-IS has not been designated for residential use in the FEIR, as more fully
explained in Recital E to this Agreement, for purposes of this Agreement and certain other
agreements entered into in connection with the CVBMP, Parcel H-15 has been included in the
defined term Residential Property.
Revenue Bonds means tax-exempt and/or taxable revenue bonds anticipated to be issued in
accordance with the Plan of Finance secured by and payable from the sources of funds described in
this Agreement as more fully described in Section 4.4.
RWQCB means the California Regional Water Quality Control Board.
Settlement Agreement means the Chula Vista Bayfront Master Plan Settlement Agreement,
entered into as of May 4, 2010, by and among the Bayfront Coalition Member Organizations
identified therein, the District, the City and the Agency, as amended from time to time pursuant to its
terms.
SLC means the California State Lands Commission.
OHSUSA:261446966.8 3 - 2
Subdivider means a developer or builder in the CVBMP Project Area (other than the Owner)
which is required by the City to oversize or supplement the size, capacity, number or lengrh of an
improvement for the bene5t of property(ies) in addition to the property owned or leased by such
Subdivider.
TOT means transient occupancy tax.
Unit Contribution means an amount equal to one-half of one percent (0.5%) of the gross
sales price upon the close of escrow for the initial sale of each market rate residential condominium
unit developed on the Residential Property, such amount to be paid by the Owner.
2. Findings, Purpose, Acknowledgements of the Parties, Reservation of Discretion.
2.1 Findings, Purpose and Intent. The Parties hereby find and determine that
the recitals set forth above are true and correct. The purpose and intent of this Agreement is to
provide for the obligations of each Party with respect to the financing, development and construction
of the Public Improvements to support the build-out of the CVBMP Project Area in accordance with
the FEIR and such other and further actions of the Parties as may be necessary and appropriate for
the build-out of the CVBMP„"Project Area. It is also the intent of the Parties that the requirements of
the California Environmental Quality Act ("CEQA"), as certified in the FEIR, be fully complied with
in the implementation of the matters set forth in this Agreement. The Parties intend that the
planning, development and construction of the CVBMP Project Area be a cooperative, mutual
endeavor in which the Parties actively participate and work together, in good faith and with due
diligence.
2.2 Reservation of Discretion Regarding Actions Subject to CEQA and
Other Applicable Laws. The Parties to this Agreement understand, acknowledge and agree that,
notwithstanding the terms and conditions of this Agreement, (i) certain actions (collectively,
"Discretionary Actions") incidental to matters described in this Agreement or required by this
Agreement or the Plan of Finance may require the exercise of discretion by one or more of the
Parties pursuant to CEQA, other laws pertaining to the City's commitment of the financing sources
described herein (including, without limitation, the Constitution of the State of Califomia, the City
Charter, the CVTMD assessment law or otherwise) or otherwise and (ii) such Discretionary Actions
cannot lawfully be committed to by contract pursuant to CEQA and cases interpreting CEQA or such
other laws, respectively. By the approval and execution of this Agreement, the Parties have taken
Discretionary Actions as to the matters set forth in Sections 2 through 9 inclusive, of this Agreement,
subject to certain future actions constituting conditions precedent. Except as set forth in Sections 2
through 9 inclusive, of this Agreement, nothing in this Agreement will be construed as
circumscribing or limiting the District's or City's exercise of discretion with respect to future
Discretionary Actions in connection with the CVBMP or this Agreement. Accordingly, each of
District and City reserve their discretion to approve or disapprove such Discretionary Actions. Such
reservation of discretion will apply to all future contemplated legislative and quasi judicial actions,
including, without limitation, approval of land use entitlements, CEQA compliance, the exercise of
eminent domain, code enforcement, commitment of financing sources, development of the Plan of
Finance, entry into the Convention Center Lease or other leases, and the making of findings and
determinations required by law with respect to a Discretionary Action, and the failure to take any
such future Discretionary Action will not constitute a breach of such Party's obligations under this
Agreement. The foregoing notwithstanding, nothing in this Section will be interpreted to impair or
OHSUSA:261446966.8 g
3-21
limit any Party's obligation to perform any action on its part to be performed under this Agreement
with respect to which the requirements of CEQA or such other laws were satisfied prior to the
Effective Date or which become satisfied after the Effective Date.
2.3 Acknowledgements of the Parties. Due to the importance of developing
residential uses on the Residential Property to accomplishing goals of the CVBMP identified in the
FEIR, each of the Parties acknowledges that: (i) the District would not proceed with the Exchange
without the assurances from City contained in this Agreement that certain revenue streams under the
control of the City (together with certain revenue streams under control of District) will be available
to pay for public infrastructure and long-term operations and maintenance for the CVBMP Project
Area and the assurances from Ciry that the Residential Property Improvements will be entitled and
required to be developed and constructed by Owner in an expeditious manner; and (ii) the City would
not proceed with the undertaking of its obligations with respect to the Exchange without the
assurances of the District with respect to the development of the RCC Project, the District
commitment of Ground Lease Revenues and other District undertakings hereunder, in each case
subject to the provisions of this Agreement, including the conditions precedent set forth in this
Agreement. Each of the Parties hereby f~}rther acknowledges: (i) that actions contemplated in the
Plan of Finance described in Section 4 to be underta'~ n in connection with tax-exempt financing or
other financing entitled to federal tax benefits are su"oject to compliance with the applicable federal
requirements in effect at the time such financing is entered into; (ii) that other actions contemplated
by this Agreement may also require modification in order to comply with applicable federal
requirements related to tax-exempt financing or other financing entitled to federal tax benefits; (iii)
that all actions contemplated to be taken subsequent to the Effective Date are subject to modification
to comply with all applicable laws at the time such actions are undertaken; and (iv) that actions
contemplated by the Plan of Finance or a Financing Sources Submittal may be subject to certain
Discretionary Actions.
The Parties agree to cooperate in good faith to identify ways to minimize the publicly-funded
cost of the Public Improvements and other improvements to be funded from Net Financing
Revenues, and to identify other sources of funding of the Public Improvements and other
improvements contemplated to be funded from Net Revenues (including, without limitation, private
sector, federal and other governmental sources) so as to minimize the required investment of Net
Revenues hereunder, provided in no event shall any Party be obligated to consider application of any
of its general revenues or special revenues not specifically contemplated hereunder for such purpose.
Each of the Parties hereby further acknowledges that there may be costs associated with the
construction or acquisition of the Public Improvements and other improvements to be funded from
Net Financing Revenues which relate to certain costs of site preparation and/or site remediation not
anticipated as of the Effective Date of this Agreement and thus not reflected in budget models
prepared prior to the Effective Date. Each of the Parties hereby agrees that in no event will such
unanticipated costs of site preparation and/or site remediation not included in the budget models
prepared prior to the Effective Date be included in the cost of the Public Improvements and other
improvements to be funded from Net Financing Revenues under this Agreement except upon mutual
agreement of the Parties.
3. CVBMP Master Calendar. A master calendar for significant actions and
agreements currently known to the Parties required for the entitlement, design, financing,
construction and implementation of the CVBMP is attached as Exhibit D ("CVBMP Master
OHSUSA:261446966.83 _ 2 2
Calendar"). The Parties acknowledge that the CVBMP Master Calendar represents the Parties'
current, best estimate of the schedule for such actions and agreements by District, City, SLC, CCC
and California Regional Water Quality Control Board ("RWQCB").
3.1 Compliance with CVBMP Master Calendar. Each of the Parties will
exercise diligent and good faith efforts to timely comply with its respective obligations described in
the CVBMP Master Calendar. If any Party is delayed or prevented, in whole or in part, from timely
performing any obligation on its part to be performed pursuant to the CVBMP Master Calendar due
to the occurrence of any of the causes described in clauses (x) or (y) in Section 3.2 below, such Party
will deliver a written notice (each, a "Delay Notice") to each of the other Parties with a detailed
description of the cause delaying or preventing such performance and a proposed revised date for
such performance and a request that each of the other Parties approve the proposed revised date, said
approval to be provided by the Authorized Representative of each Party and not to be unreasonably
withheld. If each of the other Parties approves a Delay Notice, the requesting Party will be excused
from performing that obligation for so long as the cause described in the Delay Notice continues to
exist, and for a period of thirty (30) calendar days thereafter, and any affected dates in the CVBMP
Master Calendar will be similarly extended. _
«: -
3.2 Amendment of CVBMP Master Calendar. The Parties acknowledge that
compliance with the CVBMP Master Calendar may be affected by the action, inaction or delay of
third parties, including, without limitation, the Owner, the SLC, the CCC, the RWQCB, potential
developers, the Developer, interested public or private parties,_or members of the general public.
Accordingly, the Parties agree to amend the CVBMP Master Calendar in order to accommodate
schedule changes resulting from (x) any "Force Majeure Event," (y) the impact of market conditions
on financing the Public Improvements or Convention Center and/or (z) financing, sale and lease of
components of the Residential Property Improvements or RCC Project that are beyond the control of
the Owner or Developer, respectively, and not subject to abatement by commercially reasonable
remedial actions. The Parties will meet and confer regularly to review compliance with the CVBMP
Master Calendar, to consider any Delay Notices delivered to the Parties pursuant to Section 3.1 and
to diligently and in good faith negotiate regarding any issues of CVBMP Master Calendar non-
compliance. If the Parties approve a Delay Notice, such approval to be evidenced by the written
approval of the Delay Notice by the Authorized Representative of the applicable Parties, the Parties
will amend the CVBMP Master Calendar to incorporate the schedule changes necessitated by the
Delay Notice. If a dispute arises regarding a Party's compliance with the CVBMP Master Calendar,
the contents of a Delay Notice or the Parties' inability to agree on an amendment to the CVBMP
Master Calendar, the provisions regarding dispute resolution set forth in Section 11.1 will apply.
4. Development of Plan of Finance; Acknowledgement of Factors Potentially
Impacting Plan of Finance. The Parties will cooperate in good faith and use their respective best
efforts to develop a financing plan which utilizes all of the sources of funds (net of costs incurred by
the Parties in providing services) described in Section 4.1 to support financing of the construction of
the Public Improvements including, but not limited to, the RCC Project and the Convention Center.
The Parties cun•ently anticipate that such financing plan will involve the creation and establishment
of a joint powers authority pursuant to the California Marks-Roos Act, Articles 1, 2, 3 and 4 of
Chapter 5 of Division 7 of Title 1 of the California Government Code, but acknowledge that such
financing plan may involve the creation of an entity other than a joint powers authority and/or
another type of financing structure authorized by applicable law. Such joint powers authority, other
entity or financing structure is hereinafter referred to in this Agreement as a "JPA." The Parties
OHSUSA:26I446966.8 10
3-23
anticipate that: (i) the JPA will issue Revenue Bonds in accordance with the financing plan secured
by and payable from the sources of funds described below; and (ii) the District on one hand and the
City on the other hand will have equal roles in the governance of the JPA.
The Parties acknowledge that the timing and structure of the issuance of Revenue
Bonds and the commitment of the Parties' respective funding sources to the payment of O&M Costs
and the payment of debt service with respect to Revenue Bonds is subject to a number of legal
requirements, some of which are Discretionary Actions, and other variables. The Parties further
acknowledge that the development of a more detailed plan of finance and commitment of funding
sources to the Revenue Bonds and the Financing Sources Approval will each occur at the times and
in the manner described in the CVBMP Master Calendar. The Parties will approve a subsequent plan
of finance (the "Plan of Finance") addressing the Revenue Bonds and the flow of funds issues
addressed in Section 4.4 and 4.5 by the time set forth in the CVBMP Master Calendar and prior to
execution of the RCC Ground Lease.
4.1 Anticipated Sources of Funds; Additional Source of Funds. Subject to the
further provisions of this Agreement, the Parties agree that Ground Lease Revenues, Lease Payments
payable from public funds in amounts equivalent to certain City transient occupancy taxes; and ,~•
CVTMD Assessments, net of O&M Costs incurred by the Parties, will be used directly or indirectly
to pay debt service on the Revenue Bonds. Such amounts comprising Net Financing Revenues will
be used to pay the JPA or its designee: (a) debt service on District Obligations, Lease Payments and
CVTMD obligations which the JPA owns pursuant to the terms hereof; and (b) .other amounts
pledged to the JPA to support payment on the Revenue Bonds.
The Parties acknowledge that the Parties and the Agency anticipated that the Agency
would be a party to this Agreement and would contribute a portion of the Agency's tax increment as a
source of funds to be used directly or indirectly to pay debt service on the Revenue Bonds. The
Parties further acknowledge and agree that the Agency contribution that was contemplated is
described in Attachment I hereto; provided however that the Parties further acknowledge and agree
that Attachment I does not and is not intended to provide a complete or definitive description of all of
the elements or conditions of the Agency contribution contemplated by the Parties prior to the above-
identified California Supreme Court decision. The decision of the Califomia Supreme Court in
California Redevelopment Association v. Matosantos announced on December 29, 2011 precludes
the Agency from entering into this Agreement and providing any funding to pay debt service on the
Revenue Bonds as of the Effective Date of this Agreement.
Notwithstanding the foregoing, in the event (i) that the Agency shall be reconstituted
in the future by reason of subsequent legislation or action by a court of competent jurisdiction or
otherwise and/or (ii) any other newly created or established revenue stream or financing mechanism
shall become available to the City which in either instance may be utilized to provide such funding as
was contemplated by the Parties prior to the above-identified Califomia Supreme Court decision, the
City agrees to engage in good faith negotiations with the District to develop mutually agreeable terms
that would cause such funding as was contemplated by the Parties prior to the above-identified
California Supreme Court decision to be provided as a funding source to be used directly or
indirectly to pay debt service on the Revenue Bonds and each of the Parties agrees to cooperate to
present to their respective governing bodies for consideration and approval any modifications to this
Agreement required to accomplish such purpose. Such good faith negotiations shall include at a
minimum, (i) at least three (3) meetings between staff of the District and staff of the City and (ii) in
OHSUSA:26I446966.8 1 1
3-24
the event of failure of staff of the District and staff of the City to reach agreement relating to the
provision of additional funding, one or more meetings between the Authorized Representative of the
District and the Authorized Representative of the City.
4.2 Anticipated Application of Funds.
4.2.1 Operations and Maintenance Costs; Net Revenues. The funds
available through each of the revenue sources described below (hereinafter referred to as "Net
Revenues") will be payable net of O&M Costs incurred by the District and City, respectively. Prior
to the issuance of Revenue Bonds, the Parties will establish a budget and priority of expenditure for
O&M Costs and will negotiate diligently and in good faith to establish a mechanism pursuant to
which O&M Costs are reviewed on a periodic basis to ensure use of budgeted money in accordance
with agreed upon priorities and restrictions. Such budget will also include provisions for crediting
among the Parties with respect to O&M Costs to the extent that any agreement between the Parties,
including, without limitation, the Park Agreement, provides for operation-and maintenance services
to be provided pursuant to such agreement
4.2.2 Ground Lease Revenues. Ground lease payments under the RCC
Ground Lease and the CVBMP Ground Leases, which comprise the Ground Lease Revenues, are
expected to be (i) pledged by the District to support debt service payments on obligations to be issued
by the District (hereinafter referred to as the "District Obligations") and sold to the JPA or (ii)
directly pledged to the JPA to support debt service payments on Revenue Bonds, as determined by
the District in its reasonable discretion. The District will submit evidence of the availability of the
.Ground Lease Revenues and of the method by which the District Obligations will support payment of
debt service. on the Revenue Bonds prior to the execution of the RCC Ground Lease and in
accordance with the CVBMP Master Calendar.
4.2.3 Transient Occupancy Tax. The City will provide an amount
equivalent to the TOT generated within the CVBMP Project Area to support debt service payments
on the Revenue Bonds. It is anticipated that such amount will be provided in the form of lease
payments for the lease of the Convention Center facilities or other public facilities leased by the City.
The City will submit evidence of the availability of the Lease Payments (including the items
described in Section 5.5) and of the method by which the Lease Payments will support payment of
debt service on the Revenue Bonds prior to the execution of the RCC Ground Lease and in
accordance with the CVBMP Master Calendar.
4.2.4 Tourism Marketing District Assessments. For so long as the
CVTMD may remain in existence or until debt serviced by the CVTMD funds is retired, eighty
percent (80%) of the CVTMD Assessments will be (i) pledged or paid in accordance with applicable
law to support debt service payments on assessment bonds sold to the JPA or (ii) directly pledged or
paid by the City to support debt service payments on the Revenue Bonds, as determined by the City
in its reasonable discretion. The City will submit evidence of the availability of the CVTMD
Assessments and of the method by which the CVTMD Assessments will support payment of debt
service on the Revenue Bonds prior to the execution of the RCC Ground Lease and in accordance
with the CVBMP Master Calendar. The manner of the City's commitment under this Section 4.2.4
may be limited by applicable law and may be limited as to its duration as shall be set forth in the
Financing Sources Submittal.
OHSUSA:261446966.8 12
3-25
4.2.5 Park Areas; Joint Use and Improvement Fees. The District and
City will cooperate in good faith and use their respective best efforts to negotiate an agreement
(hereinafter referred to as the "Park Agreement") which grants the City a nonexclusive, joint-use
right or other interest in the areas designated for public park use within the CVBMP Project Area
(such areas being hereinafter referred to as the "Park Areas ). The Parties agree that such Park
Agreement will provide that all maintenance obligations related to the Park shall be the sole
responsibility of the District and will include the following terms: (i) a term of sixty-six (66) years;
(ii) as and when City collects Park Acquisition and Development Fees ("PAD Fees") from
developments in the CVBMP Project Area, the City will separately account for and pay the
Acquisition Component of the PAD Fees to the District as rent under the Park Agreement; (iii) upon
receipt by District, all rent or other payment comprised of the Acquisition Component of PAD Fees
will be deposited into an interest bearing, restricted reserve controlled by the District to be used for
any lawful purpose under California Government Code § 66477 or other applicable California
Government Code provisions and upon the earlier of the end of the teen of the Park Agreement or
the date on which the Revenue Bonds, as they may be re-issued or refinahced from time to time, are
paid in full and retired, any funds remaining in such restricted reserve will be returned to the City.
The parties will approve the Park Agreement prior to or concurrently with the execution of the RCC
Ground Lease and in accordance with the CVBMP Master Calendar
4.2.6 Application of Unit Contribution. The Parties agree that the Unit
Contribution will be used exclusively to satisfy the conditions and requirements of the Settlement
Agreement. `
4.2.7 Development Impact Fees. The Parties acknowledge that all future
tenants of District in the CVBMP Project Area will be required to comply with all requirements of
the City relating to development impact fees assessed by the City, including, without limitation, a
Public Facilities Development Impact Fee, a Transportation Development Impact Fee, and a Parks
Acquisition and Development Fee, in each instance, as applicable, and subject to applicable law.
Each of the Parties further acknowledges that the levy, maintenance, adjustment and expenditure of
such development impact fees is regulated by State law.
4.2.8 Transportation Development Impact Fees. The City expects that it
will enact a separate Transportation Development Impact Fee ("TDIF") covering at least the CVBMP
Project Area to fund transportation improvements, and such TDIF would be applied to the cost of
transportation improvements to be identified in the proceedings enacting the TDIF.
4.3 Financing Sources Approval. Evidence of availability of the funding
sources described in Section 4.2 is referred to herein as a "Financing Sources Submittal." As and to
the extent applicable, the District and the City will approve the Financing Sources Submittal of the
other Party (the "Financing Sources Approval") by the times set forth in the CVBMP Master
Calendar. However, each of the Parties acknowledges that each of the Financing Sources Submittals
may be subject to Discretionary Actions.
4.4 Revenue Bonds.
4.4.1 Issuance of Revenue Bonds. The Parties will cooperate in good faith
and use their best efforts to cause the JPA to issue Revenue Bonds in amounts sufficient, together
with other available sources, to finance the Public Improvements and the agreed-upon elements of
OHSUSA:261446966.8 .3- 2 6
the Convention Center. As of the Effective Date, each of the Parties anticipates that such issuance
will occur as described below:
(a) Senior lien bonds issued by the JPA for the purpose of
financing the Public Improvements. Such bonds are expected to be sold pursuant to a public
underwriting and will be structured as reasonably determined by the Parties hereto based upon
current market conditions at the time of issuance. Such bonds are expected to be issued as tax-
exempt bonds and are herein referred to as "Infrastructure Bonds."
(b) Subordinate lien bonds issued by the JPA for the purpose of
funding all or a portion of the costs of the Convention Center. Such bonds are expected to be sold
pursuant to a public underwriting and will be structured as reasonably determined by the Parties
hereto based upon current market conditions at the time of issuance. Such bonds are expected to be
issued as taxable bonds and are herein referred to as "Convention Center Bonds."
The Parties acknowledge that issuance of Revenue Bonds will be subject to the Plan of
Finance.
.V~c
4.4.2 Security and Sources of Payment for Revenue Bonds. The
Revenue Bonds are expected to be secured by the Net Revenues resulting from Ground Lease
Revenues, Lease Payments and CVTMD Assessments in substantially the manner described in the
Financing Sources Approval as set forth in Section 4.2 above and the Plan of Finance described in
Section 4.5 below.
4.5 Anticipated Application of Revenue Bond Proceeds; Flow of Funds;
Release of Net Financing Revenues.
4.5.1 Application of Revenue Bond Proceeds. The Parties anticipate that
proceeds from the Revenue Bonds will be used to finance either (i) the purchase of District
Obligations, City Lease Payment obligations and/or CVTMD obligations, (ii) costs of construction
and related costs for the Public Improvements and the Convention Center; and/or (iii) any
combination of (i) and (ii). It is anticipated that the proceeds generated from issuance of District
Obligations, City Lease Payment obligations and CVTMD obligations will be used to finance some
or all of the costs of construction and related costs for the Public Improvements and the Convention
Center, to the extent legally permissible under applicable federal and state laws governing use of
proceeds of District Obligations, City Lease Payment obligations and CVTMD obligations.
4.5.2 Operations and Maintenance Costs. Subject to the Plan of Finance,
all District and City O&M Costs, as more particularly identified in Exhibit E, will be deducted by the
District or the City, as applicable, from the amounts of Ground Lease Revenues, Lease Payments and
CVTMD Assessments before such revenues are transferred or otherwise made available to pay Debt
Service Requirements on such basis as may be more fully described in the Plan of Finance.
4.5.3 Payments of Debt Service on Revenue Bonds. Subject to
modifications in the Plan of Finance, Net Financing Revenues are expected to be applied in the
following descending order of priority (with each requirement being fully satisfied before any Net
Financing Revenues are applied to satisfy a requirement lower in priority): (i) annual debt service for
OHSUSA:261446966.8 14
3-27
Infrastructure Bonds and then (ii) annual debt service for Convention Center Bonds (the total of (i)
and (ii) is referred to herein as "Debt Service Requirements").
4.5.4 Release of Net Financing Revenues. The Parties contemplate that
on certain periodic anniversary dates of the issuance of the Revenue Bonds, in the event that the Debt
Service Coverage Ratio for the twelve (12) month period ended the June 30 prior to such anniversary
date is at that level which satisfies underwriting requirements for the Revenue Bonds, amounts held
by the JPA in excess of amounts necessary to maintain such Debt Service Coverage Ratio at such
level shall be returned by the JPA to the Parties, such return to be made on such basis as shall be set
forth in the Plan of Finance.
5. Resort and Convention Center Project Leasing and Operations; Opportunity for
Cultural/Retail Use on Parcel H-23.
5.1 Lease of Resort and Convention Center Development Site. The Parties
anticipate that one or more developers selected by District (subject to Section 5.3) through RFQ/RFP
processes and other methods will lease the RCC Development Site pursuant to the terms of a long-
term ground lease~*be "RCC Ground Lease"). The developer or developers selected by District as
tenants under the R{~C Ground Lease are hereinafrer collectively referred to as "Developer."
5.2 Resort and Convention Center Project. The Parties anticipate that the
RCC Project will consist of an integrated project, comprised of a hotel (such hotel being hereinafter
referred to as the "RCC Hotel") meeting or exceeding the service quality standards of a four
diamond, AAA standard, with up to 2,000 rooms (provided that the Parties acknowledge that any
proposal to construct more than 1,600 rooms shall require evaluation of (i) impact areas to determine
if additional analysis is needed and (ii) additional mitigation measures to reduce significant impacts,
if any, associated with the increase in rooms above 1,600), and up to 415,000 net square feet of
convention facilities (such facilities being hereinafrer referred to as the "Convention Center"), each
located adjacent to one another on the RCC Development Site. The RCC Ground Lease may consist
of asub-ground lease of the Convention Center site from the City and a ground lease of the balance
of the RCC site from the District. Rent under the Convention Center Lease may consist of Lease
Payments and amounts payable by the Developer under a sublease of the Convention Center Site, as
determined by the District.
5.3 Selection of Developer(s). The District will: (i) consult with the City in the
development of the specifications and the request for proposal (hereinafter referred to as the
"Developer RFP") to be utilized in connection with the selection of the Developer for the RCC
Project, which Developer RFP will include the proposed form of ground leases for Parcel H-3; (ii)
share with the City financial information submitted in respdnse to the Developer RFP, including the
pro forma financial information submitted with each proposal, as such pro forma financial
information is modified from time to time, such financial information to be shared on a confidential
basis; (iii) include a representative of the City on the selection committee, such representative to be
appointed by the Authorized Representative of the City and to have experience in the areas of
economic development and/or real estate development; (iv) utilize its usual and customary public
process with respect to the design of the RCC Project; and (v) share the terms of any proposed
exclusive negotiating agreement, memorandum of understanding or similar undertaking to negotiate
exclusively with a particular Developer or Developer(s) and all financial terms of the proposed
option to lease to be entered into with the Developer or Developer(s), such financial information to
OHSliSA:261446966.8 3 _ ~ 8
be shared on a confidential basis, prior to submission of such proposed option to lease to the
governing body of the District for approval and prior to submission of such terms to the governing
body of the City, relative to their commitment of the anticipated sources of funds identified in
Section 4.1 of this Agreement as contemplated in Section 4.2 of this Agreement.
Each of the Parties acknowledges that it is such Party's expectation that approval of the
proposed option by the governing body of the District and commitment of the anticipated sources of
City funds referred to above by the governing body of the City will occur substantially
contemporaneously, taking into account differences in regularly scheduled meeting dates for the
governing body of each of the Parties.
Each of the Parties further acknowledges that the request for proposal referred to in the first
paragraph of this Section 5.3 may also include a request for proposal to be utilized in connection with
the selection of a developer for parcels other than Parcel H-3, including, without limitation, the
selection of a developer for Parcel H-23.
5.4 Other District Projects within Chula Vista Bayfront Master Plan. The
Parties anticipate that various other developerselected by District through RFQ/RFP processes and
other methods will lease other parcels of the District Property pursuant to the terms of other long-
term ground leases (the "CVBMP Ground Leases").
5.5 Lease of Convention Center. The Parties anticipate that financing of the
Convention Center will involve a lease of all or a portion of the Convention Center or other public
asset by the City from the District or other lessor pursuant to the terms of a long-term lease (such
lease being hereinafter referred to as the "Convention Center Lease"). If such financing method is
utilized, the term of the Convention Center Lease will equal or exceed the maturity date of the
Revenue Bonds and Lease Payments made pursuant to such Convention Center Lease will not be
greater than the lesser of (i) the fair-market rental value of the Convention Center and (ii) the net
TOT generated by all hotel development within the CVBMP Project Area, exclusive of any
Developer Rent payable pursuant to any Developer sublease of the Convention Center. The City and
the District will submit evidence of the Convention Center Lease and the City will submit evidence
of the availability of the Lease Payments and of the method by which the Lease Payments will
support payment of debt service on the Revenue Bonds prior to the execution of the RCC Ground
Lease and in accordance with the CVBMP Master Calendar and such submittal will comprise a part
of the Financing Sources Submittal required under Section 4.2.3.
5.6 Management Agreement. The Parties anticipate that the Developer will be
responsible for all construction, operation, management, and maintenance obligations related to the
Convention Center. A management agreement or sublease (hereinafrer referred to as the
"Management Agreement") in a form approved by the City and the District, and as and to the extent,
applicable, the JPA (such JPA approval not to be unreasonably withheld) will be entered into
between the Developer and the City pursuant to which the Developer will assume all risks and
obligations associated with constructing, operating, maintaining and managing the Convention
Center. The Parties do not intend for the Management Agreement to restrict Developer's leasing or
operation of the Convention Center, provided that all provisions of applicable anti-discrimination
laws are satisfied and other applicable City, District or JPA requirements are met. The parties will
approve the Management Agreement in accordance with the Plan of Finance prior to or concurrently
with the execution of the RCC Ground Lease and in accordance with the CVBMP Master Calendar.
OHSUSA:261446966.8 16
3-29
5.7 Opportunity for Cultural/Retail Use on Parcel H-23. Each of the Parties
acknowledges that the project described in the FEIR provides for up to 200,000 square feet of
cultural/retail use on Parcel H-23 in accordance with the Public Trust Doctrine and the Port District
Act and each of the Parties agrees to preserve the opportunity to develop such cultural/retail use on
Parcel H-23 notwithstanding other uses on Parcel H-23, including, without limitation, the
development of a hotel on Parcel H-23.
6. Reimbursement Agreement for Oversizing. In the event that City requires Owner
or other developer or builder (hereinafrer referred to as a "Subdivider") in the CVBMP Project Area
to oversize or supplement the size, capacity, number or length of an improvement for the benefit of
property(ies) in addition to the property owned by the Subdivider, City agrees that City may enter
into an agreement (hereinafter referred to as a Reimbursement Agreement) with the Subdivider
whereby the City agrees to reimburse the Subdivider from fees paid by subsequent developers for the
portion of the cost of those improvements, including to the extent permitted by law an amount
attributable to interest, in excess of the construction required solely to serve the property of the
Subdivider (such costs being hereinafter referred to as "Excess Costs") by collecting from other
persons or entities making use of such improvements for the. benefit of real property not within the
property owned, or formerly owned, by the Subdivider, an allocable potion of Excess Costs (such
allocable portion of the Excess Costs being hereinafrer referred to as a ":reimbursement Obligation")
pursuant to applicable provisions of the Chula Vista Municipal Code. The Parties agree that any
tenant of District Property in the CVBMP Project Area will be required to honor such
Reimbursement Obligations pursuant to any Reimbursement Agreements entered into by City.
7. Fire Station; Transit Plan; Reimbursements for Remediation and Other Costs
7.1 Fire Station. Each of the Parties acknowledges that a fire station serving the
CVBMP Project Area (the "Fire Station") will be required in connection with the development of the
CVBMP Project Area. If required in connection with the provision of the Fire Station, the District
and City will cooperate in good faith and use their respective best efforts to negotiate an agreement
relating to the provision of the Fire Station.
7.2 Transit Plan. Each of the Parties acknowledges that the FEIR identifies the
potential for a shutt]e service that would link various destinations within the western portion of the
City, including the CVBMP Project Area. Each of the Parties acknowledges that it will cooperate to
develop a transit plan consistent with the FEIR, including, without limitation, identification of
funding sources for capital costs and operational costs and identification of operational
responsibilities, and further acknowledges that O&M Costs are anticipated to include operational
costs of shuttle services contemplated by the FEIR and provided within the CVBMP Project Area
until such time as costs are borne by other applicable transportation providers.
7.3 Reimbursements for Remediation and Other Costs.
7.3.1 Remediation Costs. Each of the Parties acknowledges that some
elements of the cost of Public Improvements and/or the Convention Center may involve costs of
environmental remediation which costs are the responsibility of third parties pursuant to applicable
law or administrative order or other determination or agreement. Nothing in this Agreement is
intended to diminish any such responsibility or impose such cost on any Party hereto solely by reason
OHSUSA:261446966.8 17
3-30
of its participation in this Agreement, it being intended that such costs will be borne by the
responsible party in accordance with such law, order, other determination or agreement.
7.3.2 Other Costs. Each of the Parties acknowledges that if a Party
advances funds to pay specific costs for a portion of the Public Improvements (e.g., if, for example,
the District advances funds required to pay specific costs for a portion of the Public Improvements
required to be completed prior to securing financing), reimbursement for such advances of funds may
be provided for in the Plan of Finance on such basis as may be set forth in the Plan of Finance.
8. Modifications or Amendments; Waivers. No modification, amendment, change,
waiver, discharge or termination of this Agreement will be valid unless it is in writing and signed by
each of the Parties hereto.
9. Additional Agreements, Actions; Further Assurances. Each of the Parties will
cooperate with and provide reasonable assistance to the other to the extent necessary to implement
and achieve the purposes and objectives of this Agreement. Upon the request of any Party at any
time, the other Parties hereto will promptly execute, with acknowledgement or affidavit if reasonably..
required, and file or record such required instruments and writings and take any actions as may,~e
reasonably necessary to implement this Agreement or to evidence or consummate the transacticns
contemplated by this Agreement.
10. Authorized Representatives. The Authorized Representative of the City is hereby
designated to be the single point-of-contact with respect to such Party's obligations under this
Agreement. The Authorized Representative of the District is hereby designated to be the single
point-of-contact with respect to such Party's obligations under this Agreement.
11. Dispute Resolution; Attorneys Fees and Costs.
11.1 Dispute Resolution. In the event of a dispute or disagreement between the
Parties relating to the terms, conditions, interpretation, performance, default or any other aspect of
this Agreement, each of the Parties will use its best efforts to resolve the dispute informally.
11.2 Attorneys' Fees and Costs. If any Party commences a lawsuit for the
interpretation, reformation, enforcement or rescission of this Agreement, each Party shall bear its
own costs resulting from such lawsuit.
12. Conditions Precedent to Performance of the Parties. Each of the Parties hereby
acknowledges that (i) development of the parameters for O&M Costs for each of the anticipated
sources of funds identified in Section 4 of this Agreement, (ii) identification of each of the
anticipated sources of funds identified in Section 4 of this Agreement and the terms affecting those
sources of funds, including, without limitation, the Ground Lease Revenues, the TOT-based lease
revenue commitment of the City, and the City CVTMD Assessments commitment, and (iii)
development of the Plan of Finance contemplated by Section 4 of this Agreement, including, without
limitation, identification of the issuer of the Revenue Bonds contemplated by this Agreement, the
form of governance of the JPA contemplated by this Agreement, together with an articulation of the
powers and responsibilities of the JPA, and the development of a calendar (which may be comprised
of a portion of the CVBMP Master Calendar) which identifies a critical path under which sources of
funds identified in Section 4 of this Agreement are committed and which takes into account
OHSUSA:26I446966.8 18
3-31
performance of the Developer and Owner, are conditions precedent to the performance of each
Party's obligations under this Agreement. Each of the Parties hereby further acknowledges that (i)
satisfaction of each of the foregoing conditions precedent may result in identification of further
conditions precedent to eventual performance (e.g., issuance of JPA Revenue Bonds, Developer
performance parameters), which shall also constitute conditions precedent to performance hereunder
and (ii) the sole remedy of any party for failure of any condition precedent shall be termination of
this Agreement.
13. Termination; Consequences of Termination; Subsequent Action. Unless the
Parties mutually agree otherwise, this Agreement will terminate upon the earlier of: (i) failure of the
City or District to provide the Financing Sources Submittal or Financing Sources Approval or Plan of
Finance, within the times set forth in the CVBMP Master Calendar; (ii) the date that the Revenue
Bonds, as they may be re-issued or refinanced from time to time, are paid in full and retired; (iii) the
date the Parties execute a further agreement regarding the Revenue Bonds, provided such agreement
expressly supersedes this Agreement; (iv) ten years from the Effective-Date or such other date as
shall be agreed to by the Authorized Representative of each Party if on such date neither an RCC
Ground Lease is in effect nor any Revenue Bonds shall have been issued; or (v) the date the Parties
shall agree that this Agreement shall be terminated. Any such termination will not affect other
legally binding obligations which may have been entered into by the Parties pursuant to other binding
contracts with respect to the same or similar subject matter.
Each of the Parties hereby acknowledges that upon the termination of this Agreement, no
Party to this Agreement shall incur any further financial liability to any other Party as a result of such
termination nor will any Party be entitled to receive monetary damages as a result of the failure of
any Party to perform its obligations under this Agreement.
In the event of termination of this Agreement pursuant to clause (iv) of this Section 13, the
Parties will conduct a public outreach process to assist the Parties in formulating a revised land use
plan for submission to the governing body of each of the Parties, which revised land use plan will be
formulated and submitted in accordance with applicable law, including, without limitation,
environmental and coastal analysis.
14. Proposition G. The Parties acknowledge that the obligations of the City hereunder
shall be subject in all respects to the terms of Proposition G, to the full extent permitted by law. In
no event shall the City be required to take any action under this Agreement which violates
Proposition G.
15. General Provisions.
15.1 Prompt Performance. Time is of the essence with respect to the
performance of each obligation, covenant and condition set forth in this Agreement.
15.2 Further Assurances. The Parties hereto agree to cooperate with each other
and execute any documents reasonably necessary to carry out the intent and purpose of this
Agreement.
15.3 Entire Agreement; Subsequent Agreements. This Agreement contains the
entire agreement between the Parties relating to the transactions contemplated hereby and all prior or
OHSUSA:261446966.8 19
3-32
contemporaneous agreements, understandings, representations and statements, oral or written, are
merged into and superseded by this Agreement. To the extent the Parties enter into any agreement
subsequent to this Agreement relating to the subject matter of this Agreement and there is a conflict
between a provision set forth in this Agreement and in such subsequent agreement, the provision in
such subsequent agreement shall control.
15.4 Captions. Captions in this Agreement are inserted for convenience of
reference only and will not affect the construction or interpretation of this Agreement.
15.5 Successors. All terms of this Agreement will be binding upon, inure to the
benefit of and be enforceable by, the Parties hereto and their respective successors and assigns.
15.6 Notices. Unless otherwise specifically provided herein, all notices, demands
or other communications given hereunder will be in writing and will be deemed to have been
delivered upon (i) personal delivery to City or District or (ii) as of the second business day after
mailing by United States registered or certified mail, return receipt requested, postage prepaid,
addressed as follows: _
If to District, to
President/CEO
San Diego Unified Port District
P.O. Box 120488
San Diego, California 92 1 1 2-048 8.
with a copy to:
Port Attorney
San Diego Unified Port District
P.O. Box 120488
San Diego, California 92 1 1 2-048 8
If to City, to:
City of Chula Vista
Attention: Development Services Director
276 Fourth Avenue
Chula Vista, California 91910
with a copy to:
City Attorney
City of Chula Vista
276 Fourth Avenue
Chula Vista, California 91910
or to such other address or to such other person as any Party will designate to the others for such
purpose in the manner hereinabove set forth. Notices may also be provided by electronic means,
receipt of which shall be confirmed by the Party delivering the Notice.
15.7 Limitation of Rights; Third Party Rights. Nothing in this Agreement,
express or implied, is intended to confer upon any person other than the Parties any rights or
OHSUSA261446966.8 20
3-33
remedies under or by reason of this Agreement. Without limiting the preceding sentence, in no event
will the City or District incur any liability hereunder to any third party, including, without limitation,
any potential developer, the Developer, the Owner or any Subdivider.
15.8 Severability of Invalid Provisions. If any one or more of the provisions
contained in this Agreement shall for any reason be held to be invalid, illegal or unenforceable in any
respect, then such provisions or provisions shall be deemed severable from the remaining provisions
contained in this Agreement and such invalidity, illegality or unenforceability shall not affect any
other provision of this Agreement, and this Agreement shall be construed as if such invalid or illegal
or unenforceable provision had never been contained herein. Each of the Parties hereby declares that
it would have executed and delivered this Agreement and each and every other Section, paragraph,
sentence, clause or phrase hereof irrespective of the fact that any one or more Sections, paragraphs,
sentences, clauses or phrases of this Agreement may be held illegal, invalid or unenforceable.
15.9 Execution Authorized. Each Party hereto hereby warrants and represents to
each of the other Parties hereto that it has legal authority to enter into this Agreement and that all
resolutions or other actions necessary to enable it to enter into this Agreement have been taken.
s~`
15.10 Governing Law. This Agreement will be construed and enforced in
accordance with the laws of the State of California.
15.11 Effective Date. This Agreement will be effective upon approval and
execution by both the District and the City. The date so determined is indicated on Page 1 of this
Agreement and is referred to herein as the "Effective Date."
15.12 Execution in Counterparts. This Agreement may be executed in any
number of counterparts, each of which will be deemed an original, and of which together will
constitute one instrument.
[Remainder of Page Intentionally Left Blank]
OHSUSA:261446966.8 21
3-34
1N WITNESS WHEREOF, this Agreement has been executed by the Parties hereto and shall
take effect on the Effective Date.
City:
CITY OF CHULA VISTA, a municipal
corporation
By:
Cheryl Cox, Mayor
Attest:
Donna Norris, City Clerk
Approved a;~. to, form:
Glen R. Googins, City Attorney
District:
SAN DIEGO iTNIFIED PORT DISTRICT
Wayne Darbeau, President/CEO
Attest:
Timothy A. Duel, District Clerk
Approved as to form:
Celia Brewer, Port Attorney
oesosw:z6iaa696es S-1
3-35
ATTACHMENTI
DESCRIPTION OF CONTEMPLATED AGENCY CONTWBUTION
The Agency` contribution that was contemplated consisted of the application of
certain Tax Increment revenues," net of certain 0&M Costs,** as an element of Net Financing
Revenues** and Net Revenues,** to be included in the Plan of Finance and the CVBMP Master
Calendar, and to be used directly or indirectly to pay debt service on Revenue Bonds, on a
substantially similar basis to the application of other Net Financing Revenues and Net Revenues
under the Agreement.
The Parties expected Tax Increment to be (i) pledged in accordance with applicable
law to support debt service payments on TABS issued and sold to the JPA, or (ii) directly pledged to
the JPA to support debt service payments on the Revenue Bonds, as, determined by Agency in its
reasonable discretion. The, Agency was expected to submit evidence of the availability of the Tax
Increment, of the applicable senior lie commitments and net set-asides and of the method by which
Tax Increment will support payment of debt service on the Revenue Bonds prior to the execution of
the RCC Ground Lease and in accordance with the CVBMP Master Calendar.
In determining Tax Increment under the Agreement, gross tax increment revenues of
the Agency allocated for the CVBMP Project Area (in whole or in part) were to be limited by any
applicable limitations imposed on the Agency's right to receive such revenues under its
Redevelopment Plan, the Redevelopment Law or otherwise (including, without limitation, the
applicable tax increment limit, the limit on the duration of the Agency's right to receive gross tax
increment, and the Agency's bonded indebtedness limit), and were to be further reduced by the
following: (i) existing statutory pass-through and contractual pass-through obligations to taxing
entities under former Health and Safety Code Section 33401, Health and Safety Code Sections
33607.5 and 33607.7 or otherwise; (ii) other payment obligations of the Agency having a prior
express pledge or claim on such revenues, including the Agency's existing tax allocation bond
indebtedness; (iii) the Agency's obligation to fund deposits to the Agency's Low and Moderate
Income Housing Fund; (iv) payments to State of California-created funds, such as ERAF and
SERAF, as such terms are identified in the Redevelopment Law, or similar future increment
diversions which the Agency determined in good faith to be legally required to be paid on a basis
prior in right and priority to Tax Increment under the Agreement, or the failure of which to pay
would impose upon the Agency material, substantial burdens on its ongoing ability to conduct its
affairs, all on a basis to be determined in the Financing Sources Submittal; and (v) Agency operating
expenses to be treated as O&M Costs in accordance with the parameters for O&M Costs developed
by the Parties to the Agreement
Definitions. Unless the context shall require otherwise, the teens defined in this
Attachment I shall have the meanings specified below:
All capitalized terms used and not otherwise defined in this Attachment I shall have the meaning assigned Yo such
terms in the Chula Vista Bayfront Master Plan Financing Agreement to which this Attachment I is attached.
" As defined in this Attachment I.
OHSUSA:261446966.8
3-36
Net Financing Revenues means the sum of Ground Lease Revenues, Tax Increment,
Lease Payments and CVTMD Assessments, reduced in each case by O&M Costs of the District or
City/Agency, as applicable to the extent described in Section 4.2.1.
Net Revenues means the funds available through each of the revenue sources
described in this Agreement, net of O&M Costs.
O&M Costs means all costs of operation and maintenance incurred by the District
and City/Agency, respectively, to provide administrative support, public safety, environmental
services, and other direct and indirect operations and maintenance services resulting from the
development of the CVBMP Project Area and serving the CVBMP Project Area, including, without
limitation, administration of the RCC Ground Lease and the CVBMP Ground Leases and Agency
costs of operation, relating to the sources and categories of costs identified in Exhibit E attached
hereto.
TABS means tax allocation bonds expected to be issued by the Agency pursuant to
the Plan of Finance. °s~ _
Tax Increment means tax increment generated from the real property taxes paid on
all real estate and leasehold interests with respect to which new development commences subsequent
to the Effective Date of this Agreement within the CVBMP Project Area pursuant to Health and
Safety Code Section 33670 et seq., and allocated and paid to the Agency (net of any senior lien
obligations of the Agency payable from such Tax Increment and any reasonably required set-asides,
including administrative costs of the Agency treated as O&M Costs, as determined in good faith by
the Agency) as such tax increment becomes available.
OHSUSA:26I446966.g 2
3-37
w
I
w
x
-_.•~_.3 '~ t r
~.
5.,.,~r ~ ~p{» rr "," to
a ~: e ,... , ~.
' Ki
.. a 3~ i.' ~.i ~ ! v~{ a .
.~,` ~~~
i~,~.
~,,7 ? •5.,.a.' ...
~,
..
X ~
~ i.",' I
r ~+
~`~ w
ll
~t
b
4• x
b
~' a
i. ~ ~
f'~.. ~
.. ?.
'r`
~ w
~..
EXHIBIT B
3-39
CVBMP District Property
EXHIBIT C
PIIBL[C IMPROVEMENTS
DIVISION S
01 Site Preparation H
O7 Site Pre oration H ITE
-03
-03 LOCATION
E StreetH-3
H-3 Site ITEM DESCRIPTION
Install TemDOra As hall Access Road to Boat Yard and Park
Clear Site Quanti
6,000
39 Unlt
SF
ACRE
01 Site Pre oration H -03 H-3 Site On H-3 Site Remove Trees 25 EA
01 Site Pre oration H -03 H-3 Sita - On H~3 Site Remove To Soil and Stock ile 1,042 TCY
01 Site Pre oration H
01 Site Preparation H
01 Site Pre oration H -03
-03
-23 H-3 Site
HP-1M-8 Site
Marina Parkwa H-23 - On HJ Site Protect Existin Utili Lines to Boat Yard
Protect Existin Ulill Lines to HP-1 and H-8 Park
Protect Existin Utlfi Lines to Restaurant 3,500
2,600
4.800 LF
LF
LF
01 Site Pre aratlon S 7 S-t.Site Clear Slte 18 ACRE
Oi Site Pre araton S -2 S-2 Sile Clear Site 18 ACRE
Oi Site Pre oration S P-3 SP-35i1e Clear Site 3 ACRE
01 Site Pre radon S -3 S-3 Site Clear Slte 6 ACRE
D7 Site Pre ration H -23 H-23 Site Clear Slte 25 ACRE
Ot Site Pre ration H -13 H-13 Site Clear Site 8 ACRE
01 Site Pre oration H -14 H-14 Site Clear Si[e 6 ACRE
Ot Site Pre oration
01 Site Preparation
01 Site Pre oration S H45
1 H-15 SI[e
Allowance
S-1 Site Clear Si[e
SWPPP Allowance
Tem o2 Detention Basin 10
1
1 ACRE
LS
EA
01 Site Pre oration S -2 S-2 Slte Tem ora Detention eosin t EA
07 Site Preparation S -3 5-3 Site Tem ora Detention Basin 1 EA
01 Site Preparation H-03 H-3 Slte Tem ora Detention Basin 1 EA
01 Site Pre oration H-23 H-23 Site Tem ora Detention Basin 1 EA
01 Site Preparation H-13 H-13 Slte Tempos Detention Basin 1 EA
Ot Site Preparation H-14 H-14 Slte Tempos Detention Basin 1 EA
Oi Sire Preparation H-15 H-15 Site. -c-- = -. ~' - ' Tem ora Detention Basin -. ,. - - ~ 1 EA
01 Site Pre aratlon S P-3 SP-3 Site - Tem ra Detention Basin 1 EA
01 Slre Pre oration H-03 H-3 Site Erosion Control Allowance for H-3 Site 1 716,300 SF
01 Slte Preparation H-23 H-23 Site Erosion Control Allowance for H-23 Site - 1,071,600 SF
01 Slte Preparation H-03 H-18 Site frasion6onfrel-AlbwericeforJi-iB-Site 344.200 SF
Ot Site Pre oration H-14 H-14 Site Erosion ConVOI Allowance for H-14 Site 270.100 SF
Oi Site Pre aratlon H-13 H435ite -` --Erosion ControlAllowance for H-13 Site 344,100 SF
01 Site Pre aratlon S1 S-1 Site Erosion Control Allowance for 5-i Site 797,200 SF
01 Sile Pre oration S-3 S3 Site Erosion Comrol Allowance for S-3 Site 270,100 SF
01 Site Pre aratlon
01 Site Pre oration
Ot Site Preparation SP-3
S-2
H-15 SP-35ite
S-2 Site '
H-15 Site Erosion Control Allowance for SPJ Site
""""-- frdsidnCdntroTA116wanc€for 525ite ---- -
Erosion Conrel Allowance for H-15 Site 130,500
793.000
416,900 SF
SF
SF
02 Demolition H-03 E Street H-3 Remove Sidewalks .9,750 SF
02 Demoltion H-03 E Street H-3 Demolition of Existin Asphalt Roads 72,187 SF
02 Demolition H-03 E Street H-3 Remove Existin Water Lines 260 LF
02 Demolition H-03 E Street H-3 Remove Exlsan Sewer Lines 450 LF
02 Demolltlon H-03 E Street H-3 Remove Fxisen Stonn Water Lines 310 LF
02 Demolition H-03 E Street H-3 Concrete RII Existin Manhole 5 EA
02 Demolition H-03 E Street H-3 Remove Electrical LI ht Standard 8 FJ+
02 Demolltlon H-03 E Street H-3 Remove Electrical Duct bank 2,110 LF
02 Demolition H-03 E Street H-3 Remove Natural Gas Line 1,200 LF
02 Demolition H-03 E Street H-3 Stock Pile Removed On Site As halt for Gnndin 998 CV
02 Demolition H-03 E Street H-3 Grind On Site Asphalt to be Used as Roadwa FIII 998 CY
02 Demolition H-03 HP-VHS Site Demolition of Existin Park on HP-1 antl H-8 Sites 435,600 SF
02 Demolition S1 EStreet S2-IS Remove Sidewalks 3,200 SF
02 Demolition S1 E Street S2-IS Demolition of Ezislin Asphalt Rcads 71,400 SF
02 Demolition S1 E Street S2-15 Stock Pile Remeved On Site Asphalt for Gdndin 989 CY
02 Demolition S1 E Street S2-IS Grind On Sae As halt to be Used as Roatlwa FIII 989 CY
02 Demolition H-03 H Street H-18 Demolition of Exlstl As haft Pavement 29 430 SF
02 Demolition H-03 H Sheet H-18 Stock Pile Removed On Site As hall for Gnndin 310 CY
02 Demolition H-03 H Street H-18 Gnnd On Site As haft to be Used as Roadwa Fill 3t0 CY
02 Demolition H-23 H Street H-23 Demolition of Existin As halt Pavement 32,910 SF
02 Demolition H-23 H Street H-23 Stack Plle Removed On Site As halt for Gnntlin 335 CY
02 Demolition H-23 H Street H-23 Grind On Site Asphalt to be Used as Roatlwa Fill 335 CY
02 Demolition H-03 H Street H-3 Remove Sidewalks 5,500 SF
02 Demolition
02 Demolition
02 Demolition H-03
H-03
H-03 H Street H-3
H Street H-3
H Street H-3 Demolition of Existin As halt Roatls
Remove Fxislln Water Lines
Remove Existin Sewer Lines 25,368
260
450 SF
LF
LF
02 Demolition H-03 H Street H-3 Remove Existin Storm Water Lines 310 LF
02 Demolition H-03 H Street H-3 Concrete Fill Existin Manhole 5 EA
02 Demolition H-03 H Street H-0 Remove Electrical Li ht Standard 8 EA
02 Demolition H-03 H Street HJ Remove Electrical Duct bank 2 110 LF
02 Demolition H-03 H Street H-3 Remove Natural Gas Line 1,200 LF
02 Demoli&on H-03 H Street H-3 Stock Pile Removed On Site As haft Por Grindin 352 CY
02 Demolition H-03 H Street H-3 Grind On Slte As haft to be Used as Roadwa Fill 352 CV
02 Demolition H-03 H-3 Slfe On HJ Site Demolition of Existin As halt Roads 26,752 SF
02 Demolitlon H-03 H-3 Sile. On H-3 Site Demolitlon of Existin Mob11e Home Park 567,202 SF
02 Demolition H-03 H-3 Site On H-3 Site Demolitlon of Exislln Slab on Grade 26,568 SF
02 Demolition H-03 H-3 Site On H-3 Slte Grind Existin Concrete Slab on Grade 984 CY
02 Demolition H-03 H-3 Sile. On H-3 Site Remove Existin Water Lines 4,886 LF
02 Demolition H-03 H-3 Slte On H-3 Sile Remove Existin Sewer Lines 2.345 LF
02 Demolition H-03 H-3 Si[e On H-3 Site Remove Existin Storm Water Lines 260 LF
02 Demolition H-03 H-3 Site On H-3 Site Concrete Fill Fxisiin Manholes 22 EA
02 Demelitipn H-03 H-3 Site On H-3 Site Remove Eectncal Li ht Standard t7 EA
Page 1 of 25
3-40
EXHIBIT C
PUBLIC Il1~ROVEMENTS
DIVISION SITE
02 Demolition H-03
02 Demoiltion H-03
02 Demolition H-03 LOCATION
H-3 Site
H-3 Site -
H-3 Site ITEM DESCRIPTION
On H-3 Site Remove ElecMcal Duct Bank
On H-3 Site Remove Natural Gas lines
On H-3 Site Misc. Demol@ion Allowance OuanB
6,146
2,200
1 Uni[
LF
LF
LS
02 Demolition H-03 H-3 Slte Stock Plle Removed On Site As haltior Grindin 8,227 CY
02 Demolition H-03 H-3 Site Grind On Slte As hall to be Used as Roadwa Fill 5227 CY
02 Demolition H-03 H3 Site Remove Existi L'rft Station 2 FA
02 Demolition H-03 G Street H-3 Demolition Allowance for G Street 1 LS
02 Demolition H-03 H-9 Slte ' DemolitOn Allowance for H-9 Park Site 1 LS
02 Demolition H-14 J Street H-14 Demoliton Allowance for J Street 1 LS
02 Demolition H-15 J Street H-15 Demolition of Existin As halt Roads 63,500 SF
02 Demolition H-15 JStreet H-t5 Remove Exislin Water Lines 950 LF
02 Demolition H-15 J StreetH-15 Remove Fxistin Sewer Lines 950 LF
02 Demolition H-15 J Street H-15 Remove Ezlstin Storm Water Lines 950 LF
02 Demolition H-15 J Street H-15 Stack Pile Removed On Site As halt for Grindin 685 CV
02 Demolition H-t5 J Street H-15 Grintl On Site As halt to be Used as Roadwa FlII 685 CY
02 Demolition H-15 J Street H-15 Remove Electrical LI ht Standard 4 EA
02 Demolition H-15 J Street H-15 Remove ElecMCal Duct bank 2,375 LF
02 Demolition H-03 Marina Parkwa H-13/H-14 Demolition Allowance far Manna Parkwa H-131H-14 1 LS
02 Demolition H-23 Marina Parkwa H-23 Remove Sidewalks 5.775 SF
02 Demolition H-23 Marina Parkwa H-23 Remove Fxisti Water Lines 260 LF
02 Demolition H-23 Marina Parkwa H-23 Remove Existin Sewer Lines 450 LF
02 Demolition H-23 Marina Parkwa H-23 Remove Exlstin Storm Water Lines 310 LF
02 Demolition H-23 Marina Parkwa H-23 Concrete Fill Fxistin Manhole 5 EA
02 Demolition H-23 Marina Parkwa H-23 Remove Electrical Li ht Standard 8 EA
02 Demolition H-23 Marina Parkwa H-23 Remove Electrical Duct bank 2,110 LF
02 Demolition H-23
02 Demolition H-23
02 Demolition -__. H-23 Manna Parkwa H-23
Marina Parkwa H-23
Marina Parkwa H-23 Remove Natural Gas Line
Demolition of Existin As half Roads
Stock Pile Removetl On Site As halt for Grindin - - - 1.200
60,000
384 LF
SF
CY
02 Demolition H-23 Marina Parkwa H-23 Gnntl On Site As halt to be Used as Roadwa Fill 384 CV
02 Demolition H-23 Manna Parkwa H-23 Remove Fxistin Lift Station 1 EA
02 Demolition H-21 Marina Wa H-21 Demoiltion Allowance for Marina Wa 1 LS
02 Demolition S-2 E Street H3-S2 Remove E Street Bride 1 LS
02 Demolition _ -- - S-2 E Street H3-S2 Demolition of Ezistin As halt Roads 57,120 SF
02 Demolition -- _ - S-2 E Street H3-S2 Stock Pile Removetl On Site As hall for Grindin 792 CY
02 Demolition S-2 E Street H3-52 Grind On Site As halt to be Used as Roadwa Fill 792 CY
02 Demolition S-2 E Street H3-S2 Demolition and Removal of E Street in Wetlands Area 32,400 SF
03 EaMwork H-03 H-3 Site Gratle Site 190,700 SY
03 Earthwork H-23 H-23 Site Grade Site 190,087 SV
03 Earthwork H-03 H-t85ite Grade Site 38,244 SY
03 Earthwork H-14 H-14 Site Grade Site 30,011 SV
03 Earthwork St S-1 Site Grade Slte 88,578 SY
03 Earthwork S-3 5-3 Site Grade Site 30,011 SY
03 Earthwork SP-3 SP-35ite Grade Site 14,500 SV
03 Earthwork 5-2 S-2 Site Grade Site 88,111 SY
03 Earthwork H-t5 H-15 Site Grade Site 46,322 SY
W Earthwork S-2 S-2 Site Site Excavation 17300 CV
03 EarthwoM S-2 S-2 Sile Fill Material for Site with On Site FlII 36,000 CY
03 Earthwork S-2 S-2 Site Stack ile and Move On Site Material 9,800 CY
03 Earthwork 5-2 S-2 Site Pre Excavation and Backfll 30 CY
03 Earthwork SP-1 SP-t Site Slte Fcavadon 6,000 CY
03 Earthwork SP-1 SP-1 Site Fill Material far Site with On Site Fill 2,600 CV
03 Earthwork SP-1 SP-1 Site Stock ile and Move On Site Material 5,400 CY
03 Earthwork SP-1 SP-1 Site Pre Excavation and Backfll 130 CY
03 Earthwork SP3 SP-3 Site Site Excavation 10,400 CY
03 Earthwork SP-3 SP-3 Site FlII Material far SAe with On Site Fiil 600 CY
03 Earthwork SP-3 SP-3 Site Stockpile and Move On Site Material 9,800 CY
03 Earthwork SP-3 SP3 Site Pre Excavation and Backfill 30 CY
03 Earthwork S-2 E Street H3-52 Roadwa Excavation 9,375 CY
03 Earthwork S-2 E Street H352 Fill Material for Site with On Site Fill 2,550 CY
03 Earthwork 5-2 E Street H3-52 Stack ile antl Move On Site Material 6,825 CV
03 Earthwork S-2 E Street H3S2 Pre Excavation and Backfill 170 CY
03 Earthwork S1 E Street 52-15 Roadwa Excavation 9,300 CY
03 Earthwork S1 E Street 52-15 Fill Material for Site with On Site Fill 300 CY
03 Earthworc S1 E Street 52-IS Stock Ile and Move On Site Material 9,000 CV
03 Earthwork S1 E Street 52-15 Pre F~rcavation and Backfill 43 CY
03 Earthwork H-23 H-23 Slte Site Excavation 1,600 CY
03 Earthwork H-23 H-23 Site Fill Material for Site with On Site Fill 1,600 CY
03 Earthwork H-23 H-23 Slte Im orted Fill 101,300 CV
03 Earthwork H-23 H-23 Site Pre Ezcavadon and Backfll 80 CY
03 Earthwork H-03 H-3 Site Site Excavation 19,200 CY i
03 Earthwork H-03 H-3 Site Fill Material for Site with On Site Fill 19,200 CY
03 Earthwork H-03 H-3 Site Im orted FlII 31,400 CY
03 Earthwork H-03 H-3 Site Pre Excavation antl Backfll 960 CV
03 Earthwork H-03 E Street H-3 Roatlwa Excavaticn 5,000 CY
03 Earthwork H-03 E Street H-3 FlII Material for Site with On Slte FlII 4,700 CY
03 Earthwork H-03 E Street H-3 Stock ile and Move On Site Material 300 CY
03 Earthwork H-03 E Street H-3 Pre Ezcavation and BackFlll 235 CY
Page 2 of 25
3-41
EXHIBIT C
PUBLIC llMEROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION Quanti Unit
03 Earthwork H-03 H Sheet HJ Roatlwa Excavation 2,360 CY
03 Earthwork H-03 H Street H-3 Fill Material for Sile wtth On Site Fill 2,120 CY
03 Earthwork H-03 H Street H-3 - Stack ile and Move On Site Matedal 240 CY
03 Earthwork H-03 H Street H-3 Pre 6ccavatlon and Bxkfll 110 CY
03 Earthwork H-23 H Street H-23 `. Roadwa Excavation 400 CY
03 Earthwork H-23 H Street H-28 >. Fill Material for SRe with On Site Fill 3,600 GY
03 Earthwork H-23 H Street H-23 -. - Stack ile and Move On Site Material 240 CV
03 Earthworx H-23 H Street H-23 Pre Excavation and Backfill 110 CV
03 Earthwork H-18 H Sheet H-78 Roadwa Excavation 1,180 CV
03 Earthwork H-18 H Street H-16 Fill Material for Site with On Site Fill 1,080 CY
03 EarthwoM H-18 H Street H-18 Stock ile and Move On Site Material 120 CY
03 Earthwork H-18 H Street H-18 Pre Excavation and BackfJl 55 CY
03 Earthwork H-23 C Street H-23 Roadwa Excavation 1,800 CV
03 Earthwork H-23 C SVeel H-23 Im orted FIII for Roadwa 1,300 CCV
03 Earthwork H-23 C Street H-23 Stockpile and Move On Site Material 1,140 CY
03 Earthwork H-23 C Street H-23 Pre Excavation and Backfill 48 CV
03 Earthwork H-03 CSVeeI H-t8 Roatlwa Excavation 1,400 CY
03 Eanhwork H-03 C Street H-18 Fili Matenal for Site with On Site Fill 640 CY
03 Earthwork H-03 C Street H-18 Stock ile and Move On Site Material 760 CY
03 Earthwork H-03 C Street H-78 Pre Excavation and Backfll 32 CY
03 Earthwork H-23 A Street H-23 Roadwa Excavation 1,700 CY
03 Earthwork H-23 A Sheet H-23 Fill Material for Site with On Slte FIII - 1,700 CV
03 Earthwork H-23 A Street H-23 Importetl Fill 1,300 CV
03 Earthwork H-23 A Street H-23 Pre Excavation and Backfill 85 CY
03 Earthwork H-15 A Sheet H-15 Roadwa Excavation 2,200 CY
03 Earthwork H-15 A Sheet H-15 Fill Material for Ske with On Site Fill 2,200 CV
03 Earthwork H-t5 A Sheet H-15 Remedial Gratlin 13,700 CY
03 Earthworx H-03 C Street H-18 Roadwa. Excavation 1,760 TCY
03 Eanhwork H-03 C Street H-18 Im oned Fill for Roatlwa 300 TCY
03 Earthwork H-03 E Street H-3 Com act On Site Ground As halt at New Roadwa 998 CCY
03 Earthwork H-03 E Street H-3 Roadwa Excavation 5,000 TCV
03 Earthwork H-03 E Street H-3 Im owed FIII for Roadwa 4,400 TCY
03 Earthwork St E Street S2-IS Compact On Site Grountl As halt at New Roatlwa 989 CY
03 Earthwork S1 E Street S2-IS Im orted Fill for Roadwa 900 CCV
03 Eanhwork St E Sheet 52-15 Roadwa Excavation 9,300 CY
03 Earthwork S-2 S-2 Site Trench Excavation for 54' Ve elated Swale fi,746 TCY
03 Earthwork S-2 5-2 She Backfill and Com act with Quar Rock 54" Ve elated Swale 1,310 CCY
03 Earthwork 51 E Street 52-15 Roadwa Excavation 9,300 TCY
03 Earthwork H-03 H Street H-18 Com act On Site Grountl As halt at New Roadwa 310 CV
03 Earthwrork H-03 H Street H48 Im orted Fill for Roadwa 800 CCY
03 Earthwork H-03 H Street H-18 Roadwa Excavation 2,000 CY
03 Earthwork H-23 H Street H-23 Com ad On Site Ground Asphalt at New Roadwa 335 CY
03 Earthwork H-23 H Street H-23 Im orted Fill{or Roadwa 1,300 CCY
03 Earthwork H-23 H Street H-23 Roadwa Excavation 1,800 CY
03 Earthwork H-03 H Street H-3 Compact On Site Ground Asphalt at New Roatlwa 900 CY
03 Earthwork H-03 H Street H-3 Roadwa Excavation 3,500 TCY
03 Earthwork H-03 H-3 Site Fill Material for H-3 Site Includin On Site Fill 111,062 CCY
03 Earthwork H-03 H-3 Site S read To Soll On Si[e 10,042 TCY
03 Earthwork H-15 J Street H-15 Com act On Site Ground As halt at New Roadwa 685 CY
03 Earthwork H-15 J Street H-15 Im orted Fill far Roadwa 2,000 CCY
03 EaMwork H-15 J Street H-15 Roadwa Excavation 3,200 TCY
03 Earthwork H-15 J Street H-15 Pre Excavation and Backftll 134 CY
03 Earthwork 51 S-1 Site Site Excavation 159,000 TCY
03 Earthwork 51 S-1 Sde - Fill Material for Sile with On Site FIII 200 TCY
03 Earthwork S3 S-3 Ste Site Excavation 2.800 TCV
03 Earthwork 5-3 S-3 SRe Fill Matenal for Site with On Sile Fill 47,400 TCY
03 Earthwork H-16 H-14 Sile Site ExcavatOn 2,200 TCY
03 Earthwork H-14 H-14 Site Im orted Fill for Site 17,300 TCY
03 Earthwork H-13 H-13 Site Site Excavation 600 TCY
03 Earthwork H-13 H-13 Site Im orted Fill for Site 13,300 TCV
03 Earthwork H-14 Marina Pan<wa H-13tH-14 Roadwa Excavation 5,300 TCY
03 Earthwork H-14 Marina Parkwa H-13tH-14 Im orted Fill for Roadwa 800 TCY
03 Earthwork H-23 Marina Parkwa H-23 Roatlwa Excavation 3,900 TCY
03 Earthwork H-23 Marina Parkwa H-23 Im rted Fill for Roadwa 600 TCV
03 Earthwork H-21 Marina Wa H-21 Roadwa Excavation 9,200 TCY
03 Earthwork H-21 Marina Wa H-21 Im orted Fill for Roadwa 1,400 TCY
03 Earthwork H-14 J Street H-14 Roadwa Excavation 3,500 TCY
03 Earthwork H44 J Street H-14 Imparted Fill far Roadwa 1,000 TCY
03 Earthwork H-15 H-75 Site Imported Fill far Site 33,300 TCV
03 Eanhwork S-2 F Sheet SP-3 Roadwa Excavation 2,360 TCY
03 Earthwork S-2 F Sheet SP-3 Imported Fill for Roadwa 224 TCY
03 Earthwork S-3 F Street S~3 Im orted FIII for Roatlwa 11,000 TCV
03 Earthwork 5-3 FSVeet S-3 Roadwa Excavation 1,200 7CV
03 Earthwork S-2 E Sheet H3-S2 Compact On Site Ground Asphalt at New Roadwa 792 CY
03 Earthwork S-2 E Street H3-S2 Imported Fill for Roadwa 3,100 CCY
03 Earthwork S-2 E Street H3-52 Roadway Excavation 3,200 TCY
04 Sevrer OP1 HP-23A HP-23A Stte F~ccavale for HP-23A Pum Station 9,813 TCY
Page 3 of 25
3-42
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION Ouanti Unit
04 Sewer OPt H P-23A HP-23A Site Excavate for HP-23A Pum Station Vault 2,875 TCV
04 Sewer OPt HP-23A HP-23A Site ' Cofferdam for HP-23A Pum Station -30' Dee 14,400 SF
04 Sewer OP1 HP-23A HP-23A Site Cofferdam for HP-23A Pum StaGOn Vault- 18' Deep 6 500 SF
04 Sewer OP1 HP-23A HP-23A Sile Backfll antl Compact with On Site FIII At HP-23A Pum Station 8 478 CCY
04 Sewer OP1 HP-23A HP-23A Site HP-23A Pum Station 1 L5
O4 Sewer OP7 HP-23A HP-23A Site ' 18' Sewer Pipe 50 LF
04 Sewer OPt HP-23A HP-23A SRe Trench Exwvatlon for 18" Sewer Pi a 125 CY
04 Sewer OPt HP-23A HP-23A Site PI eBeddin Com acted for l8"Sewer Pl e 2 CV
04 Sewer OP1 HP-23A HP-23A Site Im ortetl Granular Fill Com acted 18' Sewer Pie 9 CY
04 Sewer OPt HP-23A HP-23A Site f BackFlll and Com act with On Site Fill 18"Sewer Pie 112 CV
045ewer OP1 HP-23A HP-23A Site Dewaterin of New Utilit Trenches 50 LF
04 Sewer OP1 HP-23A HP-23A Sita 10"Sewer Pie 50 LF
045ewer OP1 HP-23A HP-23A Site Trench Excavation for l8"Sewer Pie 75 CY
04 Sewer OP1 HP-23A HP-23A Site Pi a 8eddin Com acted for 18"Sewer Pie 1 CY
04 Sewer OP1 HP-23A HP-23A Site Im rted Granular FIII com acted 18" Sewer Pie 5 CY
04 Sewer OP1 HP-23A HP-23A Site Backfll antl Com act with On She Fill 18"Sewer Pie 68 CY
04 Sewer OP1 HP-23A HP-23A Site Dewaterin of New Ulili Trenches 50 LF
04 Sewer OP1 H-23 AStreet H-23 Shotl for Sewer Trenches-u to 20'HI h 43,880 SF
O4 Sewer OP7 H-03 CStreet H-18 Shori for Sewer Trenches - u to 20' Hi h 14,620 SF
045ewer OP1 H-23 CStreet H-23 Shorin for Sewer Trenches-u to 20'Hi h 39,160 SF
045ewer OP1 H-03 EStree[H-3 Shotln for Sewer Trenches-u to 20'Hi h 19,500 SF
04 Sewer OPt 51 EStreel S2-IS Shorin for Sewer Trenches-u to 20'Hi h 21,300 SF
045ewer OP1 H-23 HStreet H-23 Shorin for Sewer Trenches-u to 20'Hi h 21,940 SF
04 Sewer OP1 H-03 HSVeet H-3 Shorin for SewerTrenches-u 1o 20'Hi h 21,340 SF
Ob Sewer OP1 H-23 Manna Parkwa H-23 Shorin for Sewer Trenches-u 1o 20'HI h 46,240 SF
04 Sewer OP1 SP-3 FSteet SP-3. Shori for Sewer Trenches-u 1o 20'HI h - 12,600 SF
04 Sew ;"OP1 S-3 FSVeeI S-3 Shorin for Sewer Trenches-u 1o 20'Hi h 60,280 SF
04 Sewer OP1 H-03 CStreet H-18 18" Sewer Pie 150 LF
04 Sewer OP1 H-03 CStreet H-18 Trench Excavation for 18"Sewer Pie 375 CY
04 Sewer OP7 H-03 CStreet H-18 Pi eBeddin Compacted for 18" Sewer Pie 5 CY
04 Sewer OPt H-03 CStreet H-t8 Im ortetl Ganular Fill Com acted 18"Sewer Pie 26 CY
04 Sewer OP1 H-03 CStreet H-18 - Backfll and Com act with On Site Fill 18" Sewer Pie 335 CY
04 Sewer OP1 H-03 CStreet H-18 Dewatenn of New Utili Trenches 150 LF
04 Sewer OP1 H-03 CStreet H-18 10"Sewer Pie 270 LF
Od Sewer OP1 H-03 CStreet H-18 Trench Excavation for 18" Sewer Pie 405 CY
04 Sewer OP1 H-03 CStreet H-18 Pipe Beddi Com aged for 18"Sewer Pipe 7 CY
04 Sewer OP1 -- - H-03 C Street H-18 Im ortetl Granular RII com acted 18"Sewer Pie 27 CY
04 Sewer OP1 H-03 CStreet H-18 Backfill and Cam act wiN On Stte Fill 18"Sewer Pie 365 CY
04 Sewer OP1 H-03 CStreet H-18 Dewatedn of New Ullli Trenches 270 LF
04 Sewer OP1 H-03 CStreet H-18 Sewer Manhole 1 D' Dee 1 FA
04 Sewer OP7 H-03 CStreet H-16 Additional Excavation for Sewer Manholes d68 TCY
04 Sewer OPt H-03 CStreet H-23 18" Sewer Pie 960 LF
04 Sewer OPt H-03 CStreet H-23 Trench Excavation for 18" Sewer Pie 2,400 CY
04 Sewer OP1 H-03 CStreet H-23 Pi a Heddi Cam acted for 18" Sewer Pipe 29 CV
04 Sewer OP1 H-03 CStreet H-23 Im ortetl Granular Fill Com acted 18"Sewer Pipe 163 CY
04 Sewer OP1 H-03 CStreet H-23 Backfll and Cam act with On Site FIII 18" Sewer Pie 2,146 CY
04 Sewer OP1 H-03 C SVeet H-23 Dewatedn of New Utili Trenches 960 LF
04 Sewer OP7 H-03 C SVeet H-23 Sewer Manhole 10' Dee 1 EA
04 Sewer OPt H-03 C SVeet H-23 Additional Excavation for Sewer Manholes 468 TCV
04 Sewer OP1 H-03 E Street H-3 e" Force Main Sewer Line 525 LF
04 Sewer OP1 H-03 E Street H-3 Trench Excavation for 8" Farce Main Sewer Pie 408 CY
04 Sewer OP1 H-03 E Street H-3 Pi Beddl Com acted for 8' Force Maln Sewer Pie 56 CY
04 Sewer OP1 H-03 E Street H-3 Im ortetl Granular Fill Com acted 8" Force Main Sewer PI e 117 CY
04 Sewer OP1 H-03 E Street H-3 Backfll antl Com act with On Site Fill 8' Force Main Sewer Pi 233 CY
04 Sewer OP1 H-03 E Sireet H-3 Dewatedn of New Utili Trenches 525 LF
04 Sewer OP1 H-03 E Street H-3 12" Sewer. Pie 700 LF
04 Sewer OP1 H-03 E Street H-3 Trench Excavation for 12" Sewer Pi 1,400 CY
04 Sewer OP1 H-03 E Street H-3 Pi a Bedtlin Com acted for 12" Sewer Pie 1 B CV
04 Sewer OP1 H-03 E Street H-3 Imorte0 Granular Fill Com acted 12' Sewer Pipe 84 CV
04 Sewer OP1 H-03 E Street H-3 Backfill and Com act with On Site Fill 12"Sewer Pie 1,295 CY
04 Sewer OP1 H-03 E Street H-3 Dewatenn of New lriili Trenches 700 LF
04 Sewer OP1 H-03 E Street H-3 Sewer Manhole 20' Dee 3 EA
04 Sewer OPt H-03 E Street H-3 Additional Excavation for Sewer Manholes 1,672 TCY
04 Sewer (OP1 H-03 HStreet H-3 12" Sewer Pie 570 LF
04 Sewer OP1 H-03 HStreet H-3 Trench Excavation for 12"Sewer Pie 1 140 CY
04 Sewer OP7 H-03 HStreet H-3 Pi Beddin Compacted for 12" Sewer Pie 14 CY
04 Sewer OPt H-03 HStreet H-3 Im ortetl Granular Eill Compactetl 12" Sewer Pie 68 CY
04 Sewer OP7 H-03 HStreet H-3 8ackfill and Com act with On Site FIII 12"Sewer Pie 1,055 CY
04 Sewer OPt H-03 HStreet H-3 Dewatenn of New U91k Trenches 570 LF
04 Sewer OP7 H-03 HStreet H-3 15"Sewer Pie 820 LF
04 Sewer OP1 H-03 HStreet H-3 Trench Ezwvadon for 15"Sewer Pie 1,364 CV
04 Sewer OP1 H-03 H SVeet H-3 Pi a Bedd'm Com actetl for 15" Sewer PI a 19 CY
04 Sewer OP1 H-03 HStreet H-3 Im ortetl Granular Fill Com acted 15"Sewer PI a 93 CY
04 Sewer OP1 H-03 HStreet H-3 Backfill and Com act with On Site Fill 15"Sewer Pipe 1,240 CY
04 Sewer OP1 H-03 HStreet H-3 Dewatenn of New Utili Trenches 620 LF
04 Sewer OP1 H-03 HStreet H-3 Sewer Manhole 10' Deep 2 EA
04 Sewer OP1 H-03 HStreet H-3 Addltlonal Excavation for Sewer Manholes 936 TCY
Page 4 of 25
3-43
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION S ITE L OCATION ITEM DESCRIPTION Ouantl Unit
04 Sewer OP1 H -03 H StrceC H-3 H-3 Sewer Stubs 8" to 16" 7 FA
04 Sewer OP7 H -03 C Street H-18 - Connect to Existin 72" Sewer Line 1 LS
04 Sewer OP7 H -03 H P-1/H~ Site ' 8" Force Main Sewer Line 100 LF
04 Sewer OP1 H -03 H P-1/H-8 Site Trench Excavation for B" Force Main Sewer Pie 177 CY
04 Sewer OP1 H -03 H P-1M-B:Si[e Pi a Beddin Cam acted for 8" Force Main Sewer Pie 11 CV
04 Sewer OP1 H -03 H P-7M-8 Site Im orted Granular Fill Com acted 8" Force Main Sewer Pi 22 CY
04 Sewer OP1 H -03 H P-1/H-8 Site BackFlll aM Com act with On Site FIII B" Farce Main Sewer PI e 144 CV
04 Sewer OP1 H -03 HP-1/H-8 Site Dewalenn of New UUI' Trenches 100 LF
04 Sewer OPt H -03 Marina Parkwa H-23 15"Sewer Pie 600 LF
04 Sewer OP1 H -03 Marina Padcwa H-23 Trench Excavation for 15' Sewer Pie 1,320 CY
04 Sewer OP1 H -03 Marina Parkwa H-23 Pi Beddin Com acted for 15" Sewer Pipe 18 CV
04 Sewer OP1 H -03 Manna Parkwa H-23 Im orted Granular Fill Com acted 15"Sewer PI a 90 CV
04 Sewer OPt H -03 Marina Parkwa H-23 Backfill and Com act with On Site FIII 15" Sewer Pi 1,200 CY
04 Sewer OP7 H -03 Marina Parkwa H-23 Dewaterin of New Utill Trenches 600 LF
04 Sewer OP1 H -03 Marina Parkwa H-23 18" Sewer Pipe 540 LF
04 Sewer OP1 H -03 Marina Parkwa H-23 Trench Excavation for 78"Sewer PI e 1,350 CV
04 Sewer OP1 H -03 Marina Parkwa H-23 Pipe Bedtlin Com acted for 18' Sewer Pie 16 CY
04 Sewer OP1 H -03 Marina Parkwa H-23 Im orted Granular FlII Com ailed 18" Sewer Pi a 92 CY
04 Sewer OP1 H -03 Marina Parkwa H-23 Backiill and Com act with On Site Fill t8" Sewer Pi 1,207 CV
04 Sewer OP1 H -03 Marina Parkwa H-23 Dewaterin of New Utili Trenches 540 LF
04 Sewer OP1 H -03 H-3 Site 12" Sewer PI a 120 LF
04 Sewer OPt H -03 H-3 Site Trench Excavation for 12" Sewer Pi 240 CY
04 Sewer OP1 H -03 H-3 Site Pi Betldin Com acted for 12"Sewer Pie 3 CV
04 Sewer OP7 H -03 H-3 Site Im orted Ganular Fill Com acted 12" Sewer Pie 14 CY
04 Sewer OP7 H -03 H-3 Site eackfill antl Com act with On Site Fill 12"Sewer PI e 222 CV
045ewer OP1 H -03 H-3 Site Dewaterin of New Ulilit Trenches 120 LF
04 Sewer OPt H•l '` H-13 Site 10"Sewer Pie 80 LF
04 Sewer OP1 H-13 H-13 Site Trench Excavation for 10"Sewer Pi - 143 CV
04 Sewer OP1 H-13 H-13 Slte Pi a Beddin Compacted for 10"Sewer Pie 9 CV
04 Sewer OP1 H-13 H-13 Site Im orted Granular Fill Compacted 10" Sewer Pie 27 CY
04 Sewer OP1 H-13 H-13 Slte BackfJl and Com act with On Site Fill 10" Sewer Pie 107 CY
04 Sewer OP1 H-t3 H-13 Site Dewatedn of New Utili Trenches 80 LF
04 Sewer OP1 H-14 JStreet H-14 Sewer Manhole 10' Dee 1 ~
04 Sewer OP1 H-14 JStreet H-14 Additional Excavation for Sewer Manholes 468 TCY
04 Sewer OP7 H-14 JStreet H-14 8" Force Main Sewer Line 65 LF
04 Sewer OP1 H-14 JStreet H-14 Trench Excavation For B' Force Main Sewer Pipe 74 CY
04 Sewer OP1 H-14 JStreet H-14 Pipe Beddin Compacted far 8" Force Main Sewer Pie B CY
045ewer OP1 H-14 JStreet H-14 Imported Granular Fill Com acted e' Force Main Sewer Pie 15 CY
04 Sewer OP1 H-14 JStreet H-14 Backfll antl Com act with On S'de Fill 8" Force Main Sewer Pie 51 CV
04 Sewer OP1 H-14 JStreet H-14 Dewaterin of New Ueli Trenches 65 LF
04 Sewer OP1 H-14 JStreet H-14 12" Sewer Pie 65 LF
04 Sewer OPt H-14 J Street H-14 Trench Excavation for 12"Sewer Pie
" 130 CY
04 Sewer OP1 H-t4 Sewer Pie
J Street Hd4 Pi e Beddin Com acted for 12 2 CV
04 Sewer OPt H-t4 J Sheet H-14 Imported Granular FlII Com acted 12"Sewer Pie B CY
04 Sewer OP1 H-14 JStreet H-14 Backfill and Cam act with On Site Fill 12' Sewer Pie 720 CY
04 Sewer OPt H-14 JStreet H-14 Dewatedn of New Utili Trenches fi5 LF
04 Sewer OP1 H-14 Marina Parkwa H-13/H-14 Sewer Manhole 10' Deep 3 EA
04 Sewer OP1 H-14 Marina Parkwa H-13/H-14 Adtll6onal Excavation for Sewer Manholes 1,404 TCV
04 Sewer OP1 H-14 Marina Parkwa H-13/H-14 12"Sewer Pie 170 LF
04 Sewer OP1 H-14 Marina Parkwa H-13/H-14 Trench Excavation for 12" Sewer Pie 340 CY
04 Sewer OP1 H-14 Marina Parkwa H-13/H-14 Pipe Beddin Compacted tar 12" Sewer Pie 4 CY
04 Sewer OP1 H-14 Manna Parkwa H-13/H-74 Im ortetl Granular Fill Com acted 12" Sewer Pie 20 CV
04 Sewer OP1 H-14 Madna Parkwa H-13/H-14 eackflll and Com act with On Site FIII 12"Sewer Pie 315 CY
04 Sewer OP1 H-14 Marina Parkwa H-13/H-14 Dewatedn of New Utili Trenches 170 LF
04 Sewer OP1 H-14 Marina Parkwa H-13/H-14 t5" Sewer Pie 1,310 LF
04 Sewer OPt H-74 Manna Parkwa H-13/H-14 Trench Excavation for 15" Sewer Pie 2,882 CV
04 Sewer OPt H-14 Marina Parkwa H-13/H-14 Pi a Beddin Cam cted for 15" Sewer Pie 39 CV
04 Sewer OP1 H-14 Marina Parkwa H-13tH-74 Im orted Granular FIII Com actetl 75"Sewer PI e
" 197 CY
04 Sewer OPt H-14 Sewer Pie
Marina Parkwa H-13/H-14 Backftll antl Com act with On Site Fill 15 2,620 CY
04 Sewer OP1 H-74 Marina Parkwa H-13/H-14 Dewalenn of New U[ili Trenches 1,310 LF
045ewer OP1 H-t4 H-145ite 10"Sewer Pie 80 LF
04 Sewer OP7 H-14 H-14 SI[e Trench Excavation for 10"Sewer Pi 120 CY
04 Sewer OPt H-14 H-14 Site Pi a Beddin Compacted for 10" Sewer Pipe 2 CV
04 Sewer OPt H-14 H-14 Site Im orted Granular Fill Com acted 10"Sewer Pie 8 CY
04 Sewer OP7 H-14 H-ib Slte Backflil and Compact with On Sae Fill 10' Sewer Pie 108 CY
04 Sewer OP1 H-14 H-14 Site Dewatedn of New Utili Trenches 80 LF
04 Sewer OP1 H-t5 A Sheet H-15 Sewer Manhole 10' Oeep 4 EA
04 Sewer OP1 H45 ASheet H-15 Additional Excavation for Sewer Manholes 1,872 TCY
04 Sewer OP1 H-15 A Street H-15 B" Sewer Plpe 1.206 LF
04 Sewer OP1 H-15 A Street H-15 Trench Fxcava6on far 8" Sewer Pie 1,688 CV
04 Sewer OP1 H-15 A Street H-15 Pipe Bedtlin Com acted for 8' Sewer Pie 24 CY
04 Sewer OP1 H-t5 A Street H-15 Im orted Granular Fill Com acted B"Sewer Pie
" 709 CY
04 Sewer OP 1 H-15 Sewer PI a
A Street H-t 5 Backfill antl Com act with On Site Fill 8 1.556 CY
04 Sewer OP1 H-15 A Street H-15 Dewaterin of New Utili Trenches 1,206 LF
045ewer OPt FF15 H-15 Site 10"Sewer Pie 80 LF
04 Sewer OP1 H-15 H-15 Site Trench Excavation far 10" Sewer PI e
" 120 CY
CY ~
04 Sewer OP1 H-15 Sewer Pie
H-15 Slte Pi Beddin Compacted for 10 2 '
Page 5 of 25
3-44
EXHIBIT C
PUBLIC
DIVISION SITE LOCATION ITEM DESCRIPTION Ouantl Unlt
04 Sewer OP1 H-15 H-15 Site Im orted Granular Fill Cam acted 10" Sewer Pie B CV
04 Sewer OP1 H-15 H-15 Site - Backfill antl Com act with On Site Fill 10' Sewer Pie 108 CV
04 Sewer OP1 H-15 H-15 Site Dewatenn of New Utili Trenches 80 LF
04 Sewer OP1 H-21 Marina Wa H-21 8" Force Main Sewer Line 1,250 LF
04 Sewer OP1 H-21 Marina Wa H-2t Trench Excavation for 8" Force Main Sewer Pie 1,310 CY
04 Sewer OP1 H-21 Marina Wa H-21 Pi a Beddin Cam acted for 8" Force Main Sewer Pie 139 CY
04 Sewer OP1 H-21 Marina Wa H-21 Im ortetl Granular Fill Cam acted 8" Force Main Sewer PI a 276 CV
04 Sewer OP1 H-21 Marina Wa H-2i Backfll aM Cam act with On Site Fill 8' Force Main Sewer Pie 972 CY
04 Sevrer OPt H-21 Marina Wa H-21 Dewaterin of New Utili Trenches 1,250 LF
04 Sewer OP1 H-23 A Street H-23 8" Sewer Pi '400 LF
04 Sewer OP1 H-23 A Street H-23 Trench Excavation for 8" Sewer Pie 560 CY
04 Sewer OP1 H-23 A SVeet H-23 Pi a Beddin Com acted for 8" Sewer Pie a CY
04 Sewer OPt H-23 A BVeet H-23 Im rted Granular Fill Com acted 8"Sewer Pie 36 CV
04 Sewer OP1 H-23 A SVeet H-23 Backfll antl Compatt with On SRe FIII 8" Sewer Pi 516 CV
04 Sewer OP1 H-23 A Street H-23 Dewaterin of New Utill Trenches 400 LF
04 Sewer OP1 H-23 H SVeet H-23 15"Sewer Pie 115 LF
04 Sewer OP1 H-23 H Street H-23 Trench Excavaton for 15"Sewer Pie 253 CY
04 Sewer OP1 H-23 H Street H-23 Pi a Beddi Com acted for 15"Sewer Pie 3 CY
04 Sewer OP1 H-23 H Street H-23 Im orted Granular Fill Com c[ed 15"Sewer PI e 17 CY
04 Sewer OPt H-23 H Street H-23 Backfill antl Com act with Oh Site Fill 15"Sewer Pie 230 CY
04 Sewer OP1 H-23 H Street N-23 Dewatadn of New Utill Trenches 115 LF
04 Sewer OPt H-23 H Street H-23 Sewer Mantwle 10' Deep 1 EA
045ewer OP1 H-23 HStreet H-23 Addhional Excavation for Sewer Manholes 4fi8 TCV
04 Sewer OP1 H-23 A Street H-23 Sewer Mantwle 1 O' Dee 2 EA
045ewer OP1 H-23 AStreet H-23 Atltlitional Excavation for Sewer Manholes 936 TCY
04 Sewer OP1 H-23 H-2351te t0"Sewer Pl a t30 LF
04 Sewer OP1 H-23 H-23 Slte ' -`tenvh Excavation for 10- Sewer Pi 195 CY
04 Sewer OPt H-23 H-23 Slte I Pi a Betltli Cam ailed for 10"Sewer PI e 3 CY
04 Sewer OP1 H-23 H-23 Slte Im orted.Grenular Fill Com acted 10" Sewer Pie 13 CY
04 Sewer OP1 H-23 H-23 Site BackFlll and Com act with On SRe Fill 10° Sewer Pie 176 CY
04 Sewer OP1 H-23 H-23 Site Dewaterin of New Utili Trenches 130 LF
04 Sewer OP1 51 E Street 52-15 8" Sewer Pipe 1,033 LF
04 Sewer OP1 51 E Street S2-IS Trench Ezcavation for e" Sewer Pi e 1,446 CY
04 Sewer OP1 S1 E SVeet S2-IS Pi a Beddin Compacted for 8" Sewer Pie 21 CV
04 Sewer OP1 S1 E Street 52-15 Im orted Granular Fill Compacted 8"Sewer Pie 93 CY
04 Sewer OP1 S1 E Street S2-IS Backfll and Cam act with On Stte Fill 8" Sewer Pie 1,333 CY
04$ewer OP1 51 EStreet S2-15 Dewatenn of New Utili Trenches 1,033 LF
04 Sewer OPt S1 E Street S2-IS Sewer Manhole 10' Deep 5 EA
04 Sewer OP1 S1 ESVeet 52-15 Atlditional Excavation for Sewer Manholes 2,360 TCY
04 Sewer OP1 S1 E Street 52-15 Connect to MW WD 78"Sewer SP-5 1 LS
04 Sewer OP1 S1 S-1 Site 8"Sewer Pie 80 LF
04 Sewer OP1 S1 S-1 Site Trench Excavalipn for 8" Sewer Pie 112 CY
04 Sewer OP1 51 S-1 Slte Pi a Beddin Com acted for 8" Sewer Pie 2 CY
04 Sewer OP1 51 S-1 Site im orted Granular Fill Com acted 8"Sewer Pie 7 CY
04 Sewer OP1 S1 S-1 Site Backfll antl Com ac[ whh On Si[e Fill 8" Sewer Pie 103 CY
04 Sewer OP1 81 S-1 Site Dewaterin of New UGIi Trenches BO LF
04 Sewer OP1 5-2 5-2 Site 8" Sewer Pie 110 LF
04 Sewer OP1 5-2 S-2 Site Trench Excavation for 8" Sewer Pipe 154 CY
04 Sewer OP1 S-2 S-2 Slte Pipe Beddin Com acted for 8"Sewer Pie 2 CY
04 Sewer OP1 S-2 S-2 Site Im orted Granular Fill Com acted 8"Sewer Pie 10 CY
04 Sewer OP1 5-2 5-2 Site Backfll and Com act wRh On Site Fill e" Sewer Pie 142 CY
04 Sewer OP1 S-2 S-2 Site Dewatenn of New UVIi Trenches 110 LF
04 Sewer OPt S-3 5-3 Site 8" Sewer Pl 90 LF
04 Sewer OP1 S-3 S-3 Site Trench Excavatlon for 8"Sewer Pie 126 CV
04 Sewer OP1 S-3 S-3 Sile PI eetltlin Com acietl for 8"Sewer Pie 2 CY
04 Sewer OP1 S-3 S-3 Site Im ortetl Granular Fill Com acted 8"Sewer Pie 8 CY
04 Sewer OP1 S-3 S-3 Site Backfill and Com act with On Slte FIII 8"Sewer Pie 116 CY
04 Sewer OP1 S-3 S-3 Site Dewatenn of New Utili Trenches 90 LF
04 Sewer OP1 SP-3 F Street SP-3 Sewer Manhole 10' Dee 1 EA
04 Sewer OP1 SP-3 F Street SP-3 Additonal Excavation far Sewer Manholes 466 TCV
04 Sewer OP1 SP-3 F Street SP-3 8"Sewer Pipe 260 LF
04 Sewer OP1 SP-3 F Street SP-3 Trench Excavation for 8' Sewer Pie 364 CV
04 Sewer OP1 SP-3 F S[reel SP-3 Pipe Beddin Compacted for 8"Sewer Pie 5 CY
04 Sewer OP1 SP-3 F Street SP-3 Imported Granular Fill Com acted 8" Sewer Pipe 23 CV
04 Sewer OP1 SP-3 F Street SP-3 Backfill and Com act wRh On Site FIII 8" Sewer Pi 335 CV
04 Sewer OP1 SP-3 F Street SP-3 Dewa[erin of New Ufili Trenches 2fi0 LF
04 Sewer OP1 S-3 F SVee[ S-3 Sewer Manhole 10' Deep 2 EA
04 Sewer OP1 S-3 F Street S-3 Additional Excavation for Sewer Manholes 93fi LF
04 Sewer OP1 S-3 F Street 5-3 8" Sewer Pie 648 LF
04 Sewer OP7 S-3 F Street S-3 Trench Excavation for 8" Sewer Pie 907 CY
04 Sewer OPt S-3 F Street 5-3 Pipe Baddi Com acted fore" Sewer Pie 13 CY
04 Sewer OP7 S-3 F Street S-3 Im rted Granular FIII Compacted 8" Sewer Pi a 58 CY
04 Sewer OPt S-3 F Street S-3 Backfill and Com act wdh On Site Fill 6"Sewer Pie 836 CY
04 Sewer OP1 5-3 F Street S-3 Dewatenn of New U61i Trenches 648 LF
04 Sewer OP1 SP-3 F Street SP-3 Sewer Manhole 20' Deep 2 E4
04 Sewer OP1 SP-3 F Street SP-3 Additional Excavaton for Sewer Manholes 1,248 TCY
04 Sewer OP1 SP-3 SP-3 Site 8" Sewer Pipe 270 LF
Page fi of 25
3-45
EXffiBIT C
PUBLIC IIVffROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION Quantl Unit
04 Sewer OP1 S P-3 SP-3 Site Trench Excavation far 8"Sewer Pie 480 CV
04 Sewer OP1 S P-3 SP-3 Site Pi Beddin Com acted far 8"Sewer Pie 30 CY
04 Sewer OPt S P-3 SP-3Sife' Im orted Granular Fill Com rted 8"Sewer Pl a 60 CY
04 Sewer OP1 S P-3 SP-3 Ske Backfll and Com act with On Slte Fill a"Sewer Pi 390 CY
04 Sewer OP1 S P-3 SP-3 Ske - Dewatedn of New UUIi Trenches 270 LF
04 Sewer OP2 H -03 H-3 Sife New H-3 Pum Station 1 LS
04 Sewer OP2 H -03 H-3 Site Excavate For H-3 Pum Station 7,850 CY
04 Sewer OP2 H -03 H-3 Site - Excavate for H-3 Pum Slzfon Vault 2,800 CV
04 Sewer OP2 H -03 H-3 Stte - Cofferdam for H-3 Pum Station 20' Dee 9,6fi0 SF
04 Sewer OP2 H -03 H-3 Site "Cofferdam for H-3 Pum Station Vault 20' Deep 8,500 SF
04 Sewer OP2 H -03 H-3 Site Backfill and Com act with On Site Fill at H-3 Pum Station 5,380 CY
045ewer OP2 H -23 ASlreet H-23 Shon for Sewer Trenches-u to 20'Hi h 43,880 SF
04 Sewer OP2 H -23 C Streei H-23 Shorin for Sewer Trenches- u to 20' Hi h 23,780 SF
04 Sewer (OP2J H -113 E Street H-3 Shoring for Sewer Trenches- up to 20' High 38,560 SF
04 Sewer OP2 S t EStrcet 52-15 Shorin for Sewer Trenches-u to 20'Hi h 21,300 SF
04 Sewer OP2 H -03 HStreel H-3 Shorin for Sewer Trenches-u to 20'Hi h 11,740 SF
04 Sewer OP2 H -03 Site Easement H-3 Shorin for Sewer Trenches - u to 20' Hi h 22,340 SF
04 Sewer OP2 H -03 Site Easement H-3 Shorin for Sewer Trenches - u to 20' Hi h 22,340 SF
04 Sewer OP2 H -23 Marina Parkwa H-23 Shorin for Sewer Trenches-u [o 20'Hi h 46,240 SF
04 Sewer OP2 S P-3 FStreet SP-3 Shorin for Sewer Trenches-u to 20'Hi h 12,600 SF
04 Sewer OP2 S -3 FStreet S-3 Shorin for Sewer Trenches- up to 20' Hi h 60,280 SF
04 Sewer OP2 H-03 A Sheet H-15 8"Sewer Pie - 1,206 LF
04 Sewer OP2 H-03 A Street H-15 Trench Excavation for 8"Sewer Pie 1,688 CY
04 Sewer OP2 H-03 A Street H-15 PI Beddin Compacted for 8"Sewer PI e 24 CV
04 Sewer OP2 H-03 A Street H-15 Im rted Granular Fill Com acted 8" Sewer Pi a 109 CV
04 Sewer OP2 H-03 A Sheet H-15 Backfll and Cam act with On Site Fill 8" Sewer Pie 1,556 CV
04 Sewer OP2 H-03 A Street H-15 Dewatedn of New U[ili Trenches "if' 1,206 LF
04 Sewer OP2 H-15 A Streef H-15 Sewer Manhole 10' Deep 4 EA
04 Sewer OP2 H-15 A Street H-15 Additional Excavation for Sewer Manholes 1,872 TCY
04 Sewer OP2 H-03 E SVeel H-3 8"Sewer Pie 764 LF
04 Sewer OP2 H-03 E Sheet H-3 Trench Excavation for 8" Sewer PI 1,098 CY
04 Sewer OP2 H-03 E Street H-3 Pipe Beddin Com acted for 8" Sewer Pie 16 CV
04 Sewer OP2 H-03 E Sheet H-3 Im rted Granular Fill Com acted 8" Sewer Pie 71 CY
04 Sewer OP2 H-03 E Street H-3 Backfll and Com act with On Slle Fill 8"Sewer Pie 1,011 CY
04 Sewer OP2 H-03 E Sheet H-3 Dewatedn of New Utili Trenches .784 LF
Sewer OP2
04 H-03 E Street H-3 Sewer MaMOIe 10' Dee - -. 5 EA
.
04 Sewer OP2 H-03 E Street H-3 Additional Excavation for Sewer Manholes 2,340 TCY
04 Sewer OP2 H-03 E Street 52-15 Sewer Manhole 10' Dee 5 EA
04 Sewer OP2 H-03 E Street S2-IS Additional Excavation for Sewer Manholes 2,340 TCV
04 Sewer OP2 H-03 E Street 52-15 8"Sewer Pie 1,033 LF
04 Sewer OP2 H-03 E Street 52-IS Trench Excavation fa 8' Sewer Pipe 1,446 CY
04 Sewer OP2 H-03 E Street 52-15 Pipe Beddin Com acted for 8" Sewer Pie 21 CY
04 Sewer OP2 H-03 E Street 52-15 Im rted Granular Fill Compacted a"Sewer Pie 93 CY
04 Sewer OP2 H-03 E Street 52-15 Backfll and Com act with On Site Fill B" Sewer Pipe 1,333 CV
04 Sewer OP2 H-03 E Sheel52-IS Dewalerin of New Utill Trenches 1,033 LF
04 Sewer OP2 H-03 G Sheet H-3 Sewer Manhole 10' Dee 5 EA
04 Sewer OP2 H-03 G Streef H-3 Additional Excavation for Sewer Manholes 2,340 TCY
04 Sewer OP2 H-03 G Streef H-3 8" Sewer Pie 840 LF
04 Sewer OP2 H-03 G Sheet H-3 Trench Excavation for B" Sewer Pie 1,176 CY
04 Sewer OP2 H-03 G Street H-3 Pi Beddin Com cted for 8"Sewer Pie 17 CY
04 Sewer OP2 H-03 G Sheet H-3 Im orted Granular Fill Com acted 8' Sewer Pipe 7fi CY
04 Sewer OPZ H-03 G Street H-3 Bartell and Com cl with On Site FIII B"Sewer Pie 1,084 CY
04 Sewer OP2 H-03 G Street H-3 Dewatedn of New Ulili Trenches 840 LF
04 Sewer OP2 H-03 N Sheet H-3 Sewer Manhole 10' Deep 1 EA
04 Sewer OP2 H-03 H Street H-3 Additional Excavation for Sewer Manholes 468 TCY
04 Sewer OP2 H-03 H Street HJ 12"Sewer Pie - 600 LF
04 Sewer OP2 H-03 H Street H-3 Trench Excavation for 12" Sewer Pie 1,200 CY
04 Sewer OP2 H-03 H Street H-3 Pi a Beddin Compacted for 12" Sewer Pi 15 CY
D4 Sewer OP2 H-03 H Street H-3 Im prted Granular Fill Com acted 12"Sewer Pie 72 CY
04 Sewer OP2 H-03 H Street H-3 Backfll and Compact with On SRe Fill 12" Sewer Pie 1,110 CY
Od Sewer OP2 H-03 H Street H-3 Dewatedn of New Utili Trenches 600 LF
04 Sewer OP2 H-03 H-3 Site Sewer Manhole 10' Deep 3 EA
04 Sewer OP2 H-03 H-3 Ske Additional Excavation for Sewer Manholes 1,404 TCY
04 Sewer OP2 H-03 H-3 Site 12"Sewer Pie 120 LF
04 Sewer OP2 H-03 H-3 Site Trench Excavation far t2"Sewer Pipe 240 CY
04 Sewer OP2 H-03 H-3 Site Pipe Beddin Com acted for 12"Sewer Pie 3 CY
04 Sewer OP2 H-03 H-3 Site Im orted Granular FIII Compacletl 12" Sewer Pie 14 CY
04 Sewer OP2 H-03 H-3 Site Backfll and Compact wiN On Ske Fill 12" Sewer Pi 222 CV
04 Sewer OP2) H-03 H-3 Site Dewalenn of New UWi Trenches 120 L%
04 Sewer OP2 H-03 Site Easement H-3 18"Sewer Pipe 1,300 LF
04 Sewer OP2 H-03 Site Easement H-3 Trench Excavation for 18" Sewer Pie 3,250 CY
04 Sewer OP2 H-03 Slle Easement H-3 Pi a Beddin Compacted For 18" Sewer Pie 39 CY
04 Sewer OP2 H-03 Sire Easement H-3 Im prtetl Granular FIII Cam acted 18"Sewer PI a 221 CY
04 Sewer OP2 H-03 Site Easement H-3 Backfll and Compact with On Site FlII 18° Sewer Pi 2,906 CY
04 Sewer OP2 H-03 Site Easement H-3 Dewatedn of New Utili Trenches 1.300 LF
04 Sewer OP2 H-03 Site Easement H-3 Connect to MW WD 72"Sewer CV-2 1 LS
04 Sewer OP2 H-13 H-13 Si[e 10"Sewer Pipe 80 LF
Page 7 of 25
3-46
EXHIBIT C
PLBLIC IMPROVEMENTS
OIVIBION S ITE LOCATION ITEM DESCRIPTION Ouanti Unit
04 Sewer OP2 H -13 H-13 Site - Trench Excavation for 10" Sewer Pie 96 CV
04 Sewer OP2 H -13 H-13 Site Pi a Beddin Com acted far 10" Sewer Pie 2 CV
04 Sewer OP2 H -13 H-13 Site Im orted Granular Fill Com acted 10" Sewer Pie 83 CY
04 Sewer OP2 H -13 H-13 Site Backfll and Com act with On Site Fill 10' Sewer Pie 80 CY
04 Sewer OP2 H -13 H-13 Site Devratenn of New Utili Trenches 80 LF
04 Sewer OP2 H -14 H-14 Site '. 10"Sewer Pic 80 LF
D4 Sewer OP2 H -14 H-74 Site Trench Fxcavaton for t0" Sewer Pie 120 CV
04 Sewer OP2 H -14 H44 Site . Pi a Beddi Com acted for 10" Sewer Pie 2 CV
04 Sewer OP2 H -14 H-1451te - - Im ortetl Granular FIII Com actetl 10"Sewer PI e 8 CV
04 Sewer OP2 H -14 H-14 Site Backfill and Compact with On Site Fill 10"Sewer Pie iD8 CY
04 Sewer OP2 H -14 H-145ite Dewatedn of New Utill Trenches BO LF
04 Sewer OP2 H -i4 J Street H-14 Sewer Manhole 10' Dee 1 EA
04 Sewer OP2 H -14 J Street H-14 Additional Excavadon for Sewer Manholes 468 TCY
04 Sewer OP2 H -14 J Street Hd 4 8" Force Maln Sewer Line 65 LF
04 Sewer OP2 H-14 J Street H-14 Trench Excavation far 8" Farce Main Sewer Pie 65 CY
04 Sewer OP2 H-14 J Street H-14 PI Betldi Com acted fore" Force Main Sewer Pie 1 CY
04 Sewer OP2 H-14 J Street H-14 Im orted Granular Fill Com acted 8" Fo¢e Main Sewer Pie 6 CY
04 Sewer OP2 H-14 J Street H-14 Backfill and Com act with On Site Fill 8" Force Main Sewer Pie 48 CY
04 Sewer OP2 H-14 J Street H-14 Oewatenn of New U61i Trenches 65 LF
04 Sewer OP2 H-14 J Street H-14 12" Sewer Pie 65 LF
04 Sewer OP2 H-14 J Street H-14 Trench Excavation for 12" Sewer Pie
" 130 CY
04 Sewer OP2 H-14 Sewer Pi e
J Street H-t4 Pi a Beddin Com acted for 12 2 CY
04 Sewer OP2 H-14 J Street H44 Im orted Granular Fill Com acted 12"Sewer Pie 8 CY
04 Sewer OP2 H-14 J Sheet H-14 Backfll antl Com act with On Site Fill 12" Sewer Pie 120 CY
04 Sewer OP2 H-id J Street H-14 Dewaterin of New Utili Trenches 65 LF
04 Sewer OP2 H-14 Manna Parkwa H-13tH-14 Sewer Manhole 10' Dee 3 EA
04 Sewer OP2 H-14 Manna Parkwa H-13/H-14 Additional Excavation far Sewer Manholes t„~ 4 "TCY
04 Sewer OP2 H-14 Marina Parkvra H-13/H-14. 12"Sewer Pipe 700 . LF
04 Sewer OP2 H-14 Manna Parkwa H-13M-t4 Trench Excavation for 12"Sewer Pie 400 CY.
04 Sewer OP2 H-14 Manna Parkwa H-13M-14 Pi a Betltlln Com acted for t2" Sewer Pi 5 CY
04 Sewer OP2 H-14 Marina Parkwa H-13fi-74 Im orted Grenular Fiil Com ailed t2"Sewer PI a 24 CV
04 Sewer OP2 H-14 Marina Parkwa H-13/H-14 Backfill and Com act with On Site Fill 12° Sewer Pie 370 CV
04 Sewer OP2 H-14 Manna Parkwa H-13/H-14 Dewaterin of New Utili Trenches 20(1 LF
04 Sewer OP2 Hd4 Manna Parkwa H-73/H-14 15"Sewer Pie 1,280 LF
Oa Sewer OP2 H-tb Manna Parkwa H-131H-14 Trench Excavation for 15"Sewer Pie 2,816 CV
04 Sewer OP2 H-t4 Marina Parkwa H-13TH-14 Pi a Bedtlin Cam acted for 15" Sewer Pie 38 CY
04 Sewer OP2 H-14 Marina Parkwa H-13M-14 Im orted Granular FIII Com acted 15° Sewer Pie 192 CY
04 Sewer OP2 H-14 Marina Parkwa H-13/H-14 Backfll and Com act with On SRe Fill 15" Sewer Pie 2,560 CV
04 Sewer OP2 H-14 Manna Parkwa H-13/H-14 Dewaterin of New U61i Trenches
' 1,280 LF
F
045ewer OP2 H-15 Hi h
AStreet H-15 Shodn for Sewer Trenches-up to 20 49,920 S
04 Sewer OP2 H-15 H-15 Sile 10"Sewer Pie 80 LF
04 Sewer OP2 H-15 H-15 SI[e .Trench Excavation for 10' Sewer Pie 120 CY
04 Sewer OP2 H-15 H-15 Slte Pi a Beddin Cam acted for 10' Sewer Pie 2 CY
04 Sewer OP2 H-15 H-15 Site Im ortetl Granular Fill Com acted 10"Sewer PI e
" 8 CV
04 Sewer OP2 H-15 Sewer Pi
H-15 Site Backfll and Compaq with On Site Fill 10 t08 CV
04 Sewer OP2 H-15 H-15 Site Dewatedn of New Utili Trenches 80 LF
04 Sewer OP2 H-21 Marina Wa H-21 8" Fome Main Sewer Line 1,250 LF
04 Sewer OP2 - H-21 Marina Wa H-21 Trench Excavation for 8" Fome Main Sewer Pipe 1,250 CY
04 Sewer OP2 H-21 Marina Wa H-21 Pi a Beddin Com actetl for 8" Force Main Sevrer PI a 25 CY
04 Sewer OP2 N-21 Marina Wa H-21 Im orted Granular Fill Com cted 8" Force Maln Sewer Pie 113 CV
04 Sewer OP2 H-27 Marina Wa H-21 Backfll and Compact with On Site Fill B" Force Main Sewer PI e 925 CY
04 Sewer OP2 H-21 Marina Wa H-21 Dewaterin of New Utili Trenches 1,250 LF
04 Sewer OP2 H-23 AStreet H-23 .Sewer Manhole 10' Deep 2 EA
04 Sewer OP2 H-23 A SVeet H-23 Additional Excavation for Sewer Manholes 936 TCV
04 Sewer OP2 H-23 AStreet H-23 8"Sewer Pipe 400 LF
04 Sewer OP2 H-23 A Sireet H-23 Trench Excavation for 8" Sewer Pie 560 CV
04 Sewer OP2 H-23 AStreet H-23 Pi Beddin Com acted for 8" Sewer Pipe 8 CY
04 Sewer OP2 H-23 AStreet H-23 Im orted Granular Fill Com acted 8" Sewer Pie
" 36 CY
04 Sewer OP2 H-23 Sewer Pie
AStreet H-23 Backfll and Compact with On Site Fill 8 516 CY
04 Sewer OP2 H-23 AStreet H-23 Dewatedn of New Util' Trenches 400 LF
A
04 Sewer OP2 H-23 C Street H-23 Sewer Manhole 10' Dee 2 E
04 Sewer OP2 H-23 C Street H-23 Atlditionai Excavation for Sewer Manholes 936 TCY
04 Sewer OP2 H-23 C Street H-23 12"Sewer Pie 606 LF
04 Sewer OP2 H-23 C Street H-23 Trench Excavation for 12" Sewer Pie 1.212 CY
04 Sewer OP2 H-23 C Street H-23 Pipe Beddin Com acted for 12"Sewer Pie 15 CV
04 Sewer OP2 H-23 C Street H-23 Im orted Granular Fill Compacted 12" Sewer Pie 73 CY
04 Sewer OP2 H-23 C Street H-23 Backfll and Com act with On Site Fill 12" Sewer Pi 1,121 CY
04 Sewer OP2 H-23 C Street H-23 .Dewaterin of New Utili Trenches 606 LF
04 Sewer OP2 H-23 C Sheet H-23 15" Sewer Pie 360 LF
04 Sewer OP2 H-23 C Street H-23 Trench Excavation for 15"Sewer Pie 792 CY
04 Sewer OP2 H-23 C Street H-23 Pipe Beddin Compacted for 15" Sewer Pipe 11 CY
04 Sewer'OP2 H-23 C Street H-23 Im orted Grenular FlII Compacted 15" Sewer Pipe 54 CY
04 Sewer'OP2 H-23 C Street H-23 Backfll antl Com act with On Site Fill 15" Sewer Pie 720 CY
04 Sewer OP2 H-23 C Street H-23 Dewatern of New Utlll Trenches 360 LF
04 Sewer OP2 H-23 H Street H-23 12" Sewer PI a 55 LF
'
04 Sewer OP2 H-23 H Street H-23 ~ Trench Fxcavaton for 12"Sewer Pipe 110 CY
04 Sewer OP2 H-23 H Street H-23 Pi a Beddin Com acted for 12" Sewer Pie 1 CV
Page B of 25
3-47
EXIIIBIT C
PUBLIC L'YIPROVEMENTS
DIVISION SITE LOCATION ITEM DESCRIPTION Ouanti Unit
04 Sewer OP2 H-23 H SVeet H-23 Im orted Granular Fill Compacted 12" Sewer Pi 7 CY
04 Sewer OP2 H-23 H Street H-23 Backfll and Compact with On Slte Fill 12" Sewer Pie 102 CV
04 Sewer OP2 H-23 H Street H-23 Dewatedn of New Utili Trenches 55 LF
04 Sewer OP2 H-23 H Street H-23 18" Sewer PI e 100 LF
04 Sewer OP2 H-23 H Street H-23 Trench Excavation for 16"Sewer Pie 250 CY
04 Sewer OP2 H-23 H Street H-23 Pi Beddin Com acted for 18' Sewer Pi 3 CY
04 Sewer OP2 H-23 H Street H-23 Im orted Gmnular FII Com anted 18" Sewer Pipe 17 CY
04 Sewer OP2 H-23 H.Street H-23 Backfill and Com act wtth On Slte Fill 18" Sewer Pie 224 CV
04 Sewer OP2 H-23 H SVeet H-23 Dewaterin of New Ulil Trenches 100 LF
04 Sewer OP2 H-23 Manna Parkwa H-23' Sewer Manhole 10' Dee 2 EA
D4 Sewer OP2 H-23 Marina Parkwa H-23 Additional Excavation far Sewer Manholes 936 TCV
04 Sewer OP2 H-23 Marina Pancwa H-23 18"Sewer Pipe 1,110 LF
04 Sewer OP2 H-23 Marina Parkwa H-23 Trench FxcavaUcn for 18"Sewer Pipe 2,775 CV
04 Sewer OP2 H-23 Marina Parkwa H-23 ~ Pi Beddi Com acted for 18" Sewer PI a 33 CY
04 Sewer OP2 H-23 Marina Parkwa H-23 Im rted Granular Fill Com actetl 18"Sewer Pie 189 CV
04 Sewer OP2 H-23 Marina Parkwa H-23 Backfill and Com act with On Site Fill 18"Sewer Pie 2,481 CY
04Sewer OP2 H-23 Manna Parkwa H-23 Dewated of New Utili Trenches 1,110 LF
O4 Sewer OP2 H-23 H-23 Site 10" Sewer Pipe t30 LF
04 Sewer OP2 H-23 H-23 Slte Trench Excavation For 10" Sewer Pie 195 CV
04 Sewer OP2 H-23 H-23 Site Pipe Beddin Com acted for 10" Sewer Pie 3 CY
04 Sewer OP2 H-23 H-23 Site Im orted Granular Fill Com acted 10"Sewer Pie 13 CY
04 Sewer OP2 H-23 H-23 Stte Backfill and Com act with On Site FiIf10" Sewer Pi 176 CY
04 Sewer OP2 H-23 H-23 Slte Dewaterin of New Utilit Trenches 130 LF
04 Sewer OP2 H-03 HP-tM-O Site 8" Force Main Sewer Line 160 LF
04 Sewer OP2 H-03 HP-VH41 Site Trench Excavation for 8" Force Main Sewer PI a 224 CY
04 Sewer OP2 H-03 HP-1/HA Site Pi a Beddin Com acted for 8" Force Main Sewer Pie 3 CV
04 Sewer OP2 H-03 HP-1/H-8 Site Im orted Ganular FlII Com acted 8" Force Main Sewer Pie 1a CY
04 Sewer OP2 H-03 HP-1IH-8 Site Backfill and Com act with On Site FlII 8" Force Main Sewer Pie 206 CY
04 Sewer OP2 H-03 HP-1/H-85ite Dewatedn of New UOli Trenches 160 LF
04 Sewer OP2 SP-3 SP-35ite 8°Sewer Pie 270 LF
04 Sewer OP2 SP-3 SP-35ite Trench Excavation for 8"Sewer Pie 378 CY
04 Sewer OP2 SPa SP-3 Site Pi a Betldin Com acted for 8' Sewer Pie 5 CY
04 Sewer OP2 SP-3 $Pv' Site Im rted Granular Fill Compacted 8"Sewer Pie 24 CY
04 Sewer OP2 SP-3 SP-3 Site Backfill antl Com act with On Site Fill 8"Sewer PI e 340 CV
04 Sewer OP2 SP-3 SP-3 Sita Dewaterin of New Utlli Trenches 270 LF
04 Sewer OP2 SP-3 FStreet SP-3 Sewer Manhole 10' Dee 1 EA
04 Sewer OP2 SP-3 FStreet SP-3 Additional Excavation for Sewer Manholes 468 TCY
04 Sewer OP2 SP-3 FSVeetSP-3 B"Sewer Pipe 260 LF
04 Sewer OP2 SP-3 FStreetSP-3 Trench Excavation for 8"Sewer Pie 364 CY
045ewer OP2 SP-3 FStreetSP-3 PI eeeddin Com acted for 8"Sewer Pi 5 CV
04 Sewer OP2 SP-3 FStreetSP-3 Im rted Granular Fill Com acted 8"Sewer Pie 23 CY
04 Sewer OP2 SP-3 FStreetSP-3 Backfill and Com act with On Site Fill 8"Sewer Pi 335 CY
04 Sewer OP2 SP-3 FStreet SP-3 Dewaterin of New Utili Trenches 17 LF
04 Sewer OP2 S-3 FStreet 5-3 - Sewer Manhole 10' Dee 2 EA
04 Sewer OP2 S-3 FStreet S-3 Additional Fxwvation for Sewer Manholes 936 TCV
04 Sewer OP2 S-3 F Sveet S-3 8"Sewer Pie 648 LF
04 Sewer OP2 S-3 FStreet S-3 Trench Excavation for 8"Sewer Pi 907 CY
04 Sewer OP2 S-3 F SVeet S-3 Pi a Beddin Com acted for 8' Sewer Pie 13 CV
04 Sewer OP2 S-3 FStreet S-3 Im ortetl Granular Fill Com acted 8"Sewer Pie 58 CV
04 Sewer OP2 5-3 FStreetS-3 Backfll and Com ct with On Site Fill 8"Sewer Pipe 83fi CY
04 Sewer OP2 S-3 FStreet S-3 Dewaterin of New Utili Trenches 648 LF
04 Sewer OP2 Si S-1 Site 8" Sewer Pie 80 LF
O4 Sewer OP2 Si S-1 Site Trench Excavation for 8"Sewer Pie 112 CY
04 Sewer OP2 Si S-1 Site Pi a Beddi Com acted for 8"Sewer Pie 2 CV
04 Sewer OP2 S1 S-1 Site Im orted Granular Fill Com acted 8" Sewer Pie 7 CY
04 Sewer OP2 S1 S-1 Sile Backfill and Compact with On Site Fi118" Sewer Pi 103 CY
04 Sewer OP2 St S-1 Site Dewaterin of New Utili Trenches 80 LF
045ewer OP2 S-2 S-25ite 8"Sewer Pie t10 LF
04 Sewer OP2 S-2 S-Z Site Trench Excavation for 8" Sewer Pie 154 CY
O4 Sewer OP2 S-2 S-2 Slte Pipe Beddin Com acted for 8"Sewer Pipa 2 CY
04 Sewer OP2 S-2 S-2 Site Im ortetl Granular Fill Com acted 8"Sewer Pie 10 CY
04 Sewer OP2 S-2 5-2 Site Backfill and Compact with On Site Fill 8" Sewer P' a 142 CY
04 Sewer OP2 5-2 S-2 Site Dewaterin of New Utlli Trenches 110 LF
04 Sewer OP2 S-3 S-3 Site 8" Sewer Pipe 90 LF
04 Sewer OP2 S-3 S-3 Site Trench Excavation for 8" Sewer Pie 126 CY
04 Sewer OP2 S-3 S-3 Site Pi a Beddi Com acted far 8"Sewer Pipe 2 CY
04 Sewer OP2 5-3 S-3 Site Im orted Granular Fill Com actetl 8"Sewer Pie 8 CY
04 Sewer OP2 S-3 S-3Site Backfill and Compact with On Site Fill 8"Sewer Pie 11fi CY
04 Sewer OP2 S-3 S-3 Site Dewatedn of New Utili Trenches 90 LF
04 Sewer OP2) H-03 Goodrich G SVeet 10' Force Main Sewer Line 2,640 LF
04 Sewer OP2 H-03 Goodrich G Street Trench Excavation for 10" Sewer Pie 3,960 CY
04 Sewer OP2 H-03 Goodrich G Street Pipe Beddin Com acted for 10" Sewer Pi 66 CY
04 Sewer OP2 H-03 Gootlnch G Street Imparted Granular Fill Com acted 10"Sewer PI e 264 CV
04 Sewer OP2 H-03 Goodrich G Street Backfill and Com act with On Site Fill 10" Sewer Pi 3,564 CY
04 Sewer DP2) H-03 Goodrich G Street Dewaterin of New Ulili Trenches 1.320 LF
04 Sewer OP2 H-03 Boa rd 8"Sewer Pipe 240 LF
04 Sewer (OP2) H-03 Boa rd Trench Excavadon for 8"Sewer Pie 336 CY
Page 9 of 25
3-48
EXHIBIT C
PiIBLIC IMPROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION Ouanti Unit
04 Sewer OP2 H -03 Boa and Pipe Beddin Com acted for 8"Sewer Pie 5 CV
D4 Sewer OP2 H -03 Boat rd Im orted Ganular Fill Com acted 8"Sewer Pie 22 CV
04 Sewer OP2 H -03 Boa and Backfill and Compact with On Site Fill B"Sewer Pie 310 CY
04 Sewer (OP2) H -03 BoatyaN Dewatering of New Utlliry Trenches 240 LF
OS Water H -03 C SlreetH-18 - 12" Water Pipe 760 LF
05 Water H -03 C Street H-18 Trench Excavation for 12" Water Pie 570 CV
05 Water H -03 C Street H-0B Pi a Beddin Com acted for 12" Water Pie 33 CV
05 Water H -03 C Street H-18 Im ortetl Granular Fill Com acted 12" Water Pie 144 CV
05 Water H -03 C Street H-18 Bac~ll and Com ac[ with On Stte Fill 12" Water Pi 372 CY
05 Water H -03 C Street H-18 Dewatedn of New Utilil Trenches 7fi0 LF
OS Water H -03 C Street H-18 Connect to Existin On Site Water Llne 1 LS
05 Water H -03 E Street H-3 16"Water Pie 1,900 LF
OS Water H -03 E Street H-3 Trench Excavalion for i6"Water Pie 2,280 CV
OS Water H -03 EStreet H-3 Pi Betldin Com acted FOr i6"Water Pie 114 CV
OS Water H -03 E Street H-3 Im orted Ganular Fill Com acted 16" Water Pi e 570 CY
05 Water H -03 E Street H-3 Backfll and Com act with On Site Fill 16"Water Pi 1,596 CY
05 Water H -03 E SVeet H-3 Dewateri of New Utili Trenches 1,900 LF
OS Water H -03 E Street H-3' Fire H rant 1 EA
05 W ater H -03 G Street H-3 16"Water Pie 850 LF
05 W ater H -03 G Street H-3 Trench Excavalion for 16"Water Pi 1,020 CV
05 Water H -03 G Street H-3 Pi a Beddln Com acted for 16" Water Pie ~
" 51 CY
05 Water H -03 G Street H-3 Water Pie
Im orted Granular Fill Com acted 16 255 CY
05 Water H -03 G Street H-3 BackBll antl Com act with On Site Fill 16' Water PI e 714 CV
05 Water H -03 G Street H-3 Dewaterin of New Ulll' Trenches 845 LF
05 Water H -03 H Street H-18 16" Water Pie 540 LF
05 Water H -03 H S[reef H48 Trench 6ccavation for 16"Water Pie 648 CY
05 W ater H-03 H Street H-18 Pi Beddin Com acted far i6"Water Pi 32 CV
05 Water H-03 H Street H-18 Im orted Granular Fill Com acted 16' Water Pipe - 162 CV
OS Water H-03 H SVeet H-18 BacMlll and Com act with On Site Fill 18"Water Pi 454 CY
05 Water H-03 H Street H-18. Dewaterin of New Utilit Trenches 630 LF
05 Water H-03 H Street H-18 Fire H rant 2 EA
05 Water H-03 H Street H-18 Connect to Existin On Site Water Line 1 LS
OS Water H-03 H Street H-3 16" Water Pie 1,190 LF
05 Water H-03 H Street H-3 Trench Excavalion for 16"Water Pie 1,428 CY
05 Water H-03 H Street H-3 Pi a Beddin Com acted for 16"Water Pie 71 CY
OS Water H-03 H Street H-3 tm orted Granular FlII Com acted 16"Water Pie 357 CY
05 Water H-03 H Street H-3 Bac~ll and Compact with On Site Fill 16"Water Pie 1,000 CV
OS Water H-03 H Street H-3 Dewaterin of New Utlli Trenches 1,225 LF
05 W ater H-03 H Street H-3 Fire H rant t EA
OS Water H-03 H S[reef H-3 H-3 Slle 16"Water Line Connection 2 EA
05 Water H-03 H-18 Site 12" Fire Line Lateral 60 LF
05 Water H-03 H-18 Site Trench Excavation for 12" Water Pie 45 CY
DS Water H-03 H-18 Site Pipe Beddin Com acted for 12" Water Pie 3 CY
05 Water H-03 H-18 SI[e Im orted Granular Fill Com acted 12"Water Pie 11 CY
OS Water H-03 H-18 Slte eackfill and Com act with On Slte FlII 12" Water Pie 29 CV
05 Water H-03 H-tB Site Dewaterin of New Utili Trenches fi0 LF
05 Water H-03 H-18 Site 4" Domestic Llne Lateral fi0 LF
05 Water H-03 H-18 Site Trench Excavalion for 4' Water Pie 30 CY
05 Water H-03 H-18 Slte Pi a Beddin Com acted for 4" Water Pi 2 CY
05 Water H-03 H-18 SI[e Im orted Granular Fill Com acted 4"Water Pipe 10 CY
OS Water H-03 H-18 Slte BackFll and Com act with On Site Fill 4" Water Pie 17 CV
05 Water H-03 H-18 Site Dewaterin of New U61i Trencnes 60 LF
05 Water H-03 H-0 Site 12" Domestic Line Lateral 140 LF
05 Water H-03 H-3 Site Trench Excavation for 12"Water Pie 105 CV
OS Water H-03 H-3 Site Pf Beddin Com acted far 12" Water Pie 6 CY
OS Water H-03 H-3 Site Im orted Granular Fllt Com acted 12"Water Pipe 27 CV
OS Water H-03 H-3 Site Backfill and Com act with On Site Fill 12" Water Pie 69 CY
OS Water H-03 H-3 Site Dewaterin of New Utili Trenches 140 LF
05 Water H-03 H-3 Site 12" Fre Line Lateral 140 LF
OS Water H-03 H-3 Site Trench Excavation far 12"Water Pie 105 CV
OS Water H-03 H-3 Site Pipe Beddln Compaced for 12" Water Pi e 6 CY
05 Water H-03 H-3 Slte Im orted Granular FlII Com acted 12"Water Pie 27 CY
OS Water H-03 H-3 Site Backfll and Com act with On Site Fill 12' Water Pie 69 CY
05 Water H-03 H-35ite Dewaterin ofNew UGli Trenches 140 LF
05 Water H-03 H-3 Site 4" Domestic Line Lateral 70 LF
OS Water H-03 H-3 Site Trench Excavation for 4" Water Pie 35 CY
OS Water H-03 H-3 Site Pi a Betldi Com cted far 4"Water Pie 2 CY
OS Water H-03 H-3 Site Imported Granular FlII Com acted 4" Water Pipe 11 CY
OS Water H-03 H-3 Site Backfill and Com ac[ with On Site Fill 4"Water Pie 20 CY
OS Water H-03 H-3 Slte Dewaterin of New Utiltt Trenches 70 LF
05 Water H-03 H-3 Slte 4" Fire Line Lateral 70 LF
OS Water H-03 H-3 Slte Trench Excavation for 4' Water Pie 35 CY
05 Water H-03 H-3 Slte Pi a Beddin Com cled for 4' Water Pipe 2 CV
05 Water H-03 H-3 Site Im orted Granular Fill Compacted 4' Water PI a 11 CV
05 Water H-03 H-3 Site Backfill and Com ct with On Slte Fill 4" Water Pie 20 CV
OS Water H-03 H-3 Site Dewatedn of New Utili Trenches 70 CY
OS Water H-03 SI[e Easement H-3 16" Water Pi 1,340 LF
Page 10 of 25
3-49
EXFIIBIT C
PUBLIC L1~ROVEl1'IENTS
DIVISION S ITE L OCATION ITEM DESCRIPTION Quanti Unlt
OS Water H -03 S ite Easement H-3 Trench Excavaton for i6" Water Pipe 1,608 CV
05 Water H -03 S ite Easement H-3 Pi a Beddi Com acted for 16" Water PI a 80 CY
05 Water H -03 S ite Easementrt H-3 Im orted Granular Fill Com acted i6" Water Pie 402 CV
OS Water H -03 S ite Easement H-3 Backfill and Com ac[ with On Site Fill 16' Water Pie 1,126 CV
OS Water H -03 S ite Easement H-3 Dewatean of New Util' Trenches 1,340 LF
O5 Water H -03 S ite Easement H-3 ' ' Fire H rant 3 EA
05 Water H -13 H-13 Sife - 6" Domestc Llne Lateral 70 LF
05 Water H -13 H-13Site. Trench Excavation for 6"Water Pie 12 CY
05 Water H -13 H-13 Site Pi a Beddin Com acted for 6"Water Pie 2 CY
OS Water H -13 H-13 Site Im orted Granular Fill Com acted 6" Water Pie 2 CY
O5 Water H -13 H-73 Site Backfill antl Com ac[ with On Blte FlII 6' Water PI a 10 CV
OS Water H -03 H-73 Stte Dewaterln of New Utilit Trenches 50 CV
05 W ater H -13 H-13 Slte 8" Fire Llne Lateral 70 LF
05 Water H -13 H-135ite Trench Excavation for 8"Water Pie 49 CY
05 Water H -13 H-13 Site Pi a Beddi Com atled for 8"Water Pi 3 CV
OS Water H -13 H-13 Slte Im orted Granular FIII Com acted 8"Water Pipe 14 CV
05 Water H -t3 H-73 Slte Backfill and Com act with On Site Fi118"Water Pie 32 CY
05 Water H -73 H-13 Slte Dewaterln of New Ulili Trenches 70 LF
05 Water H -14 H-14 Si[e 6" Domestic Llne Lateral 70 LF
OS Water H -14 H-145ite Trench Excavation for 6" Water Pie 49 CY
OS Water H -14 H-14 Site Pi a Beddin Com acted for 6"Water Pie
" 3 CY
05 Water H -14 Water Pipe
H-14 Site Im orted Granular Fill Com acted fi 14 CY
OS Water H -14 H-14 Site Backfill and Cam act with On Site Fill 6"Water Pie 32 CV
05 Water H-14 H-14 Sfte. Dewatedn of New Utili Trenches 70 CV
OS Water H-74 H44 Sile 8" Fire Line Lateral 70 LF
OS Water H-14 H-7451te Trench Fxcavationfor 8"Water Pie 49 CY
05 Water H-04 H-74 Site Pi a Beddin Com acted far 6" Water Pie 3 CV
05 Water H-1d H-14 Site Im orted G2nular Fill Com acted 8"Water Pie - t4 CY
05 Water H-14 H-i45ite Backfill and Cam act with On Site Fd18" Water PI e 32 CY
OS Water H-14 H-14 Site Dewaterln of New Utlli Trenches 70 CV
OS Water H-14 J Street H-14 i6"Water Pi 700 LF
05 Water H-14 J Street H-14 Trench Excavation for ifi"Water Pie
" 840 CY
05 Water H-14 Water Pie
J Street H-14 Pi Beddin Com acted for 16 42 CY
OS Water H-14 J Street H-14 Im orted G2nular Fill Com tied i6"Water Pi
" 210 CY
05 Water H-14 Water Pie
J Street H-14 BackFlll and Cam act with On Site Fill i6 588 CY
05 Water H-14 J Street H44 Dewatedn of New Utill Trenches 695 LF
OS Water H-14 Marina Padcwa H-13TH-74 i6"Water Pia _ - - 8~ LF
05 Water H44 _
Marina Padcwa H-131H-t4 Trench Excavation for l6'Water Pie -
" 1,001 CY
05 Water H-14 Water Pipe
Marina Parkwa H-13/H-14 PI Beddin Com acted for i6 50 CY
05 Water H-14 Manna Parkwa H-13TH44 Im ortetl Grenular FlII Com acted 16"Water Pipe 250 CV
05 Water H-t4 Marina Parkwa H-13/H-14 Backfill and Cam act with On Sile Fill 16" Water Pie 70t CY
05 Water H-14 Marina Parkwa H-13tH-14 Dewaterln of New Utili Trenches 1,480 LF
05 Water H-21 Marina Wa H-21 12" Water Pi - 1,040 LF
OS Water H-21 Marina Wa H-21 Trench Excavation for 12"Water Pie
" 780 CV
V
OS Water H-21 Water Pie
Marina Wa H-21 Pi Beddin Com acted for 12 45 C
05 W ater H-21 Marina Wa H-21 Im rted Granular Fill Com acted 12"Water Pie
" 198 CY
05 Water H-21 Water Pie
Marina Wa H-21. Backfill antl Com act with On Site Fi1112 510 CY
05 Water H-21 Marina Wa H-21 Dewaterln of New Util' Trenches 1,040 LF
05 Water H-15 A Slreel H-15 12"Water Pie 1,480 LF
05 Water H-15 AStreet H-15 Trench Excavation for 12"Water Pipe 1,110 CY
OS Water H-15 AStreet H-15 Plpe Betldin Com acted for 12"Water Pipe fi4 CY
05 W ater H-15 AStreet H-15 Im ortetl Granular Fill Com acted 12"Water PI e 281 CY
05 W ater H-15 AStreet H-t5 Backfill and Cpm aci wlN On Site FIII 72"Water Pie 725 CY
OS Water H-15 AStreet H-15 Dewaterln of New Utili Trenches 1,480 LF
OS Water H-15 A SVeet H-15 Connect to ea Boulevard 12"Water Line 1 LS
O5 Water H-15 H-15 Site 6" Domestc Line Lateral 40 LF
05 W a[er H-15 H-15 Site Trench Fxcavallon for 6' Water Pie 28 CY
05 Water H-15 H-15 Slte Pi a Beddin Cam acted for fi"Water Pie
" 2 CV
05 Water H-15 Water Pipe
H-t5 Slte Im ortetl Granular Fill Com acted 6 8 CV
OS Water H-15 H-15 Slte Backfll and Com ac[ with On Site Fill 6"Water Pie 18 CV
Y
05 Water H-15 H-15 Site Dewatedn of New Utillt Trenches 40 C
05 Water H-15 H-155ite 12"Fire Llne Lateral 40 LF
OS Water H-15 H-15 Slte Trench Excavation for 12"Water Pi 30 CV
05 Water H-15 H-15 Site PI a Beddin Compacted for 12" Water PI e
" 2 CV
OS Water H-15 Water PI e
H-75 Site Im orted G2nular FlII Com acted 12 8 CV
05 Water H-15 H-i55ite Backfll and COm act with On Site Fill 12"Water Pl a 20 CV
OS Water H-15 H-i55ite Dewaterln of New Utili Trenches 40 CY
OS Water H-15 J Street H-15 i6" Water Pie 775 LF
05 Water H-15 J Street H-15 Trench Exwvaticn for 18" Water Pi e 930 CY
OS Water H-15 J Street H-15 Pi a Beddin Com acted for 16"Water Pipe 47 CY
05 Water H-15 J Street H45 Im orted G2nular FII Com acted 16"Water Pi 233 CY
05 W ater H-15 J Street H-15 Backfll and Com act with On Site Fill 18" Water Pie 651 CY
05 Water H-15 J Street H-15 Dewatedn of New Utili Trenches 95 LF
OS Water H-t5 J Street H45 Fire H Brant 1 ~
OS Water H-15 J Street H-t5 Connect to Ezistln On Site Water Line 1 LS
05 Water H-23 AStreet H-23 12"Water Pipe 1,220 LF
'
05 Water H-23 AStreet H-23 Trench Excavation for 12"Water Pipe 915 CY
'~
Page 11 of 25
3-50
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION SITE LOCATION ITEM DESCRIPTION QuarHi Unit
05 Water H-23 A Street H-23 Pi a Beddin Compacted for 12"Water Pie 52 CY
05 Water H-23 A Street H-23 Imported Granular Fill Com actetl 1T' Water Pie 232 CY
H-23 A Street H-23 Backfll and Com act with On Site Fill 12" Water Pie 598 CV
O5 Water H-23 A Street H-23 Dewatedn of New Utili Trenches. 1,220 LF
05 W Ater H-23 .
A Street H-23 Connect to New i6"Water Line 1 LS
OS W ater 2 ~
05 Water H-23 A Street H-23 - Flre H rent
05 Water H-23 C Street H-23 12' Water Pie 990 LF
05 Water H-23 C Street H-23 Trench Fxcavadan for 72"Water Pi 743 CV
OS Water M-23 C Street H-23 PI a Bedtlin Com cted for 12" Water PI a 43 CV
H-23 C Street H-23 Im orted Granular Fill Compacted 12" Water Pie 188 CV
OS Water
05 Water H-23 C Street H-23 Backfill and Compact with On Site Fill 12' Water Pie 485 CV
OS Water H-23 C Street H-23 Dewatenn of New Utill Trenches 990 LF
O5 Water H-23 C Street H-23 Fire H rant 2 ~`
OS Water H-23 H Street H-23 - tfi' Water Pie 1,110 LF
H-23 H SVeet H-23 Trench Excavation far 1 fi"Water Pi 1,332 CY
05 Water H-23 H Street H-23 PI a Beddin Cam acted for 1 fi" Water Pie 67 CY
DS Water H-23 H SVeet H-23 Im orted Granular Fill Com acted 1 fi" Water PI a 333 CV
OS Water H-23 H Street H-23 Backfill and Cam act wkh On Site Fill 16"Water PI a 932 CV
OS Water
OS Water H-23 H Street H-23 Dewa[enn of New Ulilit Trenches 1,780 LF
05 Water H-23 H Street H-23 Fire H dram 2 ~'
05 Water H-23 Marina Parkwa H-23 16"Water Pie 1,105 LF
05 Water H-23 Marina Parkwa H-23 Trench Excavation for 1fi" Water Pie 1.326 CY
OS Water H-23 Marina Parkwa H-23 Pi a Beddin Com acted far 16" Water Pie 66 CY
H-23 Marina Parkwa H-23 Im orted Gmnular Fill Com acted i6"Water PI a 332 CY
OS Water H-23 Marina Parkwa H-23 eackfll and Com act with On Site Fill i6"Water PI a 920 CV
05 Water
OS Water H-23 Manna Parkwa H-23 Dewatern of New Utlli Trenches 1,105 LF
05 Water 'rnu- H-23 Marina Parkwa H-23 Fire H rant 2 ~
OS Water H-23 H-23Site 6" Domestic Line Lateml 780 LF
05 Water H-23 H-23Site Trench Fxcavatlon for 6"Water Pie 126 CV
H-23 H-23 Slte Pi a Beddin Compacted for 6"Water Pi 7 CV
D5 Water H-23 H-23 Slte Im rted Granular Fill Compaced 6' Water Pie 36 CY
05 Water H-23 H-23Site Backfill and Com act with On Blte FlII 6' W ater Pie 81 CV
05 W ater H-23 H-23 Site Dewatedn of New Utili Trenches 180 LF
05 Water
05 Water H-23 H-2351te 12" Fire Line Lateml 180 LF
05 Water H-23 H-23Site Trench Excavation for72"Water Pie 135 CV
H-23 H-23Site PI a Beddi Com acted for 12"Water Pie 8 CV
05 Water H-23 H-23Site Im rted Granular Fill Com acted 12" Water Pi 3a CY
05 Water H-23 H-23Site Backfill and Compact with On Sile Fill 72"Water Pie 88 CY
05 Water
05 W ater H-23 H-23 Site Dewatedn of New Utili Trenches 180 LF
05 W ater HP-23A HP-23A Site 6"Domestic Line Lateral SD LF
05 Water HP-23A HP-23A Site Trench Excavation for 6" Water Pie 35 CY
05 Water HP-23A HP-23A Site PI a Beddin Com acted for 6"Water Pie 2 CY
05 Water HP-23A HP-23A Site Im orted Gmnular FIII Com actetl 6"Water Pie 10 CV
OS Water HP-23A HP-23A Stte Backfll and Com act with On Site Fill 6" Water Pie 23 CY
05 Water HP-23A HP-23A Site Dewatedn of New Utili Trenches 50 CY
05 Water HP-23A HP-23A Site 6" Fire Line Lateral 50 LF
05 Water HP-23A HP-23A Site Trench Excavation for 6"Water Pie 35 CY
05 Water HP-23A HP-23A Site PI a Beddin Cam acted for 6" Water Pipe 2 CV
D5 Water HP-23A HP-23A Site Imported Granular Fill Compacted 6"Water Pie 10 CY
05 Water HP-23A HP-23A Site Backfill and Com act with On Site Fill 6"Water Pie 23 CV
05 Water HP-23A HP-23A Site Dewatedn of New Utilil Trenches - 50 LF
05 Water H-03 HP-1/H-8 Site 6" Domestc Line Lateral 100 LF
OS Water H-03 HP-1/H-B Site Trench Excavation for 6"Water Pie 70 LF
05 Water H-03 HP-1/H-8 Site Pi a Beddi Compactetl for 6"Water Pie 4 CY
05 Water H-03 HP-1/H~ Site Im orted Granular Fill Com acted 6" Water Pie 20 CY
05 Water H-03 HP-1/H-8 Site Backfll and Com act wish On Site Fili 6" Water PI 45 CV
OS Water H-03 HP-1lH~ Site Dewalenn of New Utili Trenches 100 CY
OS Water 51 S-1 Site 12" Domestic Line Lateral 140 LF
05 Water S1 S-7 Site Trench Exwvadon for 12"Water Pie 705 CV
51 S-t Site Pipe Betltlin Com acted for 12"Water PI e 6 CY
OS Water S1 5-1 Site Im orted Granular Fill Com actetl 12"Water Pipe 27 CY
05 Water S1 S-1 Site Backfll antl Com act with On Site Fill 12"Water Pie 69 CY
05 Water S1 S4 Site Dewatedn of New Utili Trenches 140 LF
OS Water
05 Water St S-1 Site 12" Fire Line Lateral 140 LF
S1 S-1 Site Trench Excavation for 12"Water Pi 105 CY
OS Water S1 S-1 Site Pi a Beddin Com acted for 12"Water Pie 6 CY
OS Water
OS Water S1 S-1 Site Imported Granular FIII Com Metl 12' Water Pie 27 CY
St S-1 Site Backfill and Com act with On Site Fill 12" Water PI a 69 CY
05 Water 51 5-1 Stte Dewateri of New U[ili Trenches 140 LF
OS Water S-2 S-2 Site 12" Domestic Line Lateral 140 LF
OS Water S-2 S-2 Site Trench Excavation for 12"Water Pi 105 CV
OS Water S-2 S-2 Site PI a Beddin Compacted for 12"Water Pi 6 CY
05 Water S-2 S-2 Site Im orted Granular PII Com acted 12"Water Pie 27 CV
05 Water S-2 S-2 Slte Backfill antl Com act with On Site Fill 12"Water Pie fig CY
OS W ater
05 Water 5-2 5-2 Sile Dewalerin of New U61i Trenches 140 LF
05 Water S-2 5-2 Site 12" Fire Line Lateral 1`1 0 LF
,.-,., _._ _ c_v c-e coo Trench Excavation far 12" Water Pipe 10 5 CY
Page 72 of 25
3-51
EXHIBIT C
PUBLIC iNffROVEMENTS
DIVISION SRE LOCATION ITEM DESCRIPTION Quanti Unit
05 Water S-2 S-2SIte Pipe Beddin Cpmpacled for 12" Water Pipe 6 CY
S-2 S-2Site. Im orted GranularFill Com acted 12" Water Pie 27 CY
05 Water S-2 S-2 Site - Backflll and Com act with On Site FlII 12" Water PI a 69 CY
05 Water S-2 S-2 Site Dewaterin of New Ufill Trenches 140 LF
05 Water
OS Wafer S-2 EStreet H3~52 16" Water Pie 2,310 LF
OS Water S-2 EStreet H3-S2 Trench Excavation for tfi" Water Pie 2,772 CY
OS Water S-2 EStreet H3-S2 Pipo Beddin Compacted far 16"Water Pie 139 CY
S-2 E Sffeet H3-S2
: Im rted Granular Fill Com acted 18"Water Pie 693 CY
OS Water 5-2 .
E Sheet H3S2 BackFlll and Com act wtth On Site Fill 16"Water Pi 1,940 CY
OS Water
OS Water S-2 EStreet H3S2 Dewaterin of New UUli Trenches 2,310 LF
OS Water S-2 EStreet H3-52 '. FireH rant 2 EA
05 Water S-3 5-3 Site 6' Domestic Line Lateral 140 LF
OS Water S-3 S-3 Site Trench Excava8on for 6' Water Pipe 98 CY
OS Water 5-3 5-3 Site Pi Betldin Com acted for 6"Water PI e 6 CY
OS Water S-3 S-3 Site Im rted Granular FlII Compacted 6" Water PI 28 CY
O5 Water S-3 5-3 Site Backflll and Compact wIN On Slle Fill 6"Water Pie 63 CY
OS Water S-3 S-3 Site Dewaterin of New Utlli Trenches 140 LF
OS Water S-3 S-3 SRe 8" Fire Llne Lateral 140 ~ LF
05 Water S-3 S-3 Site Trench Excavation for e' Water Pi 98 CY
05 Water S-3 S-3 Site Pi a Beddln Com acted for 8" Water PI e 6 CY
05 Water 5-3 S-3 Site Im orted Granular Fill Cam acted 8" Water Pie 28 CY
05 Water S-3 S-3 Site Backflll and Cam act with On Site Fill 8" Water Pie 63 CY
05 Water S-3 S-3 Site Dewaterin of New Utili Trenches 140 CV
05 Water SP-3- F Sheet SP-3 16"Water Pie 270 LF
05 Water SP-3 EStreet SP-3 Trench Excavaton fori6"Water Pie 324 CV
05 Water SP„' FSVeeISP-3 PI eBetldin Com ailed for l6"Water Pie i6 CY
OS Water SPd F Sheet SP-3 - Im orted Granular FlII Com acted 16" Wafer Pie 81 CY
05 W afar SP-3 F Street SP-3 BacMill and Com act with On Site Fill 16" Water PI e - 227 CV
05 Water SP-3 F SlreeTSP-3 Dewaterin of New Utilit Trenches 270 LF
05 Water S-2 EStreet S2-15 '16"Water Pie 770 LF.
OS Water S-2 EStreet 52-15 Trench Excavation for 16" Water Pie 924 CY
05 W ater S-2 EStreet 52-15 Pi a Beddin Com acted fori6"Water PI a 46 CY
05 Water 5-2 E Sheet S2-15 Im ortetl Ganular Fill Com acte8 16" Water Pipe 231 CY
05 Water S-2 E Street S2-IS Backftll and Com ct wtth On Sfte Fill 16' Water Pie 647 CY
05 Water S-2 E Street S2-I5 Dewaterin of New Utlli Trenches 835 LF
OS Water S-2 EStreet S2-IS Fire H rant t ~
05 Water 5-2 EStreet S2-IS Connect to Existin On Site Water Line 1 ~
OS Water 5-3 F Street S-3 12"Water Pie 1,320 LF
OS W afar 5-3 F Street S-3 Trench Excavation for 12" Water PI a 990 CY
OS Water S-3 F Street S-3 Pi a Beddin Com acted for 12"Water Pie 57 CV
OS Water 5-3 F Sheet S-3 Im orted Granular Fill Com acted 12"Water Pie 251 CY
OS Water 5-3 F Sheet S-3 - Backflll antl Cpmpacl with On Site FIII 12"Water Pie 647 CY
O5 Water S-3 F Street S-3 Dewaterin of New Uflli Trenches 1,320 LF
05 Water H-03 Off Site 16" Off Sile Miti anon Water Pi 2,500 LF
05 Water H-03 Off Site 8' Off Slte Mitigation Water Pipe 2,250 LF
O6 Storm Drainae H-14 Marina Wa H-21 Shorin for Storm Water Trenches-20'Hi h 2,200 SF
O6 Storm Drainae H-23 CStreet H-23 Shorin for Storm Wa[er Trenches-20'Hi h 4,000 SF
O65tann Daina a H-03 HStreet H-3 Shorin for Slone Water Trenches-20'Hi h 5,400 SF
O6 Stone Drainae H-15 J Street H-15 Shorin for Stone Water Tn;nches-20' Hi h 12,400 SF
065lorm Drainae H-03 Site Easement H-3 Shori for Storm Water Trenches-20'HI h 3,800 SF
Ofi Storm Drainae S-2 EStreet H3-52 Shorin for Storm Water Trenches-20'Hi h 63,200 SF
O65torm Draina e' S-3 EStreet S-3 Shorin for Storm WaterTrenches-20'Hi h 1fi,800 SF
Ofi Stortn Drainae S7 S-1 Sile Shorin for Storm WaterTrenches-20'Hi h 5,600 SF
O6 Storm Drainae S-2 5-25ite Shorin forStorm Water Trenches-20'Hih 2,240 SF
O6 Slone Drainae H-13 H-1351te Shodn for Storm Water Trenches-20'Hi h 4,400 SF
O6 Storm Drainae H-18 C Street H-18 Shorin for Storm WaterTrenches - 20' Hi h 2,800 SF
O6 Storm Drainae H-03 EStreet H-3 Shorin for Stone Water Trenches -20' Hi h 19,200 SF
O6 Storm Drainae H-14 J Street H-14 Shorin for Stortn Water Trenches -20' Hi h 17,400 SF
O6 Storm Drainae H-15 J Street H-15 Shorin for Stone Water Trenches - 20' Hi h 9,400 SF
O6 Storm Drainae H-23 ASVeet H-23 Shprin for Storm WaterTrenches-20'Hi h 7,800 SF
06 Sfonn Drainae H-23 Marina Pad<wa H-23 Shoran for Storm WaterTrenches-20'HI h 3,400 SF
O6 Sform Drainae S-2 E Sheet 52-15 Shorin far Storm Water Trenches - 20' Hi h 17,000 SF
O6 Storm Drainae H-23 HStreet H-23 Shodn for Storm Water Trenches- 20' Hi h 7,800 SF
O6 Storm Drainae H-03 C Street H-18 Stone Drain Manholes 8' Deap 2 SF
O6 Storm Daina a H-03 C Stmet H-18 Additional Excavation far Storm Drain Manholes 749 TCY
O6 Storm Drainae H-03 C Street H-t8 18" Slortn Daina e Pi e 70 LF
O6 Storm Drainae H-03 C Street H-18 Trench Excavation for 18" Stone Draina a Pi e 43 CV
O6 Storm Drainae H-03 C Sfreet H-18 Pi a eeddi Com acted for 18" Slortn Draina a Pi 2 CV
O6 Stone Drainae H-03 C Street H-16 Im rtetl Granular Fill Com actetl 18" Storm Draina e Pi e 14 CY
Ofi Stone Drainae H-03 C Street H-18 8ackfll and Com act with On Site Fill 18" Storm Draina e Pi e 22 CY
O6 Storm Drainae H-03 C Street H-18 Dewaterin of New Utili Trenches 70 LF
O6 Storm Drainae H-03 EStreet H-3 18" Stone Draina a Pipe 6 5 LF
O6 Storm Drainae H-03 EStreet H-3 Trench Excava0on for 18" Slone Draina e Pi e 4 0 CY
O6 Storm Drainae H-03 EStreet H-3 Pipe Beddin Com acted for 18" Storm Draina a Pi e 2 CY
O6 Storm Drainae H-03 EStreet H-3 Imported Granular Fill Com acted 18" Stone Draina e Pipe 1 3 CY
O6 Storm Drainae H-03 E Sheet H-3 Backflll and Com act with On Site Fill 18" Storm Draina e Pi e 2 0 CY
„~ ~._._ ~._._,._,, u_m F n1ree1 H-a Dewatenno of New Utility Trenches 6 5 CV
Page 13 of 25
3-52
EXAIBIT C
PUBLIC IMEROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION
" Ouanti Unit
LF
O6 Storm Draina a H -03 E Street H-3 Storm Dmina a Pi a
24 340
Ofi Storm Draina a H -03 E Street H3 - Trench Excavation for 24" Storm Dralna a Pi a
" 265 CY
O6 Stortn Draina a H -03 E Street H-3 Storm Draina e PI
Pi a Beddin Com acted for 24 14 CY
O6 Stone Draina a H -03 E Street H-3 Im orted Ganular Fill Com acted 24' Storm Dralna a Pi 85 CY
O6 Storm Draina a H -03 E Street H-3 Backf II and Cam act with On Site FIII 24" Storm Draina a Pi 126 CY
O6 Storm Draina a H -03 E Street H-3 Dewatedn of New Utilft Trenches 340 CY
O6 Storm Draina a H -03 E Street H-3. 36" Sronn Dralna a Pi a 75 LF
O6 Storm Draina a H -03 E Street H-3 Trench Fxwvatlon for 36" Storm Draina a Pi a 88 CV
O6 Storm Draina a H -03 E Street H-3. Pi a Beddln Com acted for 36" Storm Draina e Pi e 4 CV
O6 Storm Draina a H -03 E StreeLH-3 Im orted Granular Fill Com actetl 36" Storm Draina a Pi a
' 29 CV
C
06 Stone Draina a H -03 E Street H-3 - Storm Dralna a Pi
Backfll antl Com act with On Slte Fill 36 36 Y
06 Slone Draina a H -03 E Street H-3 Dewatedn of New Utili Trenches 75 CY
O6 Storm Draina a H -03 E SVeet H-3 42' Storm Draina a Pi a 825 LF
D6 Storm Draina a H -03 E Street H-3 Trench Excavation for 42" Storm Dralna a Pi e
' 1,155 CY
CV
O6 Storm Draina a H -03 E Street H-3 Storm Draina a Pi a
Pi a Beddi Com acted for 42 50
06 Stone Draina a H -03 E Street H-3 Im orted Granular Fill Com aged 42" Storm Draina a Pi a
" 371 CV
C
06 Stortn Draina a H -03 E Street H-3 Stone Draina e Pi e
Backfll and Compact with On Site Fill 42 443 Y
O6 Storm Draina a H -03 E Street H-3 Dewated of New Utili Trenches 825
05 LF
LF
O6 Storm Draina a H -03 E Street H-3 54" Storm Dralna a Pi a 2
O6 Storm Draina a H -03 E Street H-3 Trench Exsavaaon far 54" Stone Draina e Pi e
" 390
1 CY
CY
O6 Storm Draina a H -03 E Street H-3 Storm Dralna a Pi a
Pi a Beddin Com acted for 54 5
O6 Storm Draina a H -03 E Street H-3 Im orted Granular FIII Com acted 54" Starts Draina a Pi a 123 CY
Ofi Stortn Draina a H -03 E Street H-3 Backfll and Compact with On Site Fill 54" Storm Dralna e Pi e 536 CV
O6 Storm Draina a H -03 E Street H-3' Dewatedn of New Utilit Trenches 205
6 LF
~
O6 Storm Draina a H -03 E SVeet H-3 Storm Drain Inlet Basin
06 Storm Draina a H -03 E SVeet H-3 Storm DraA Manholes 16' Dee 4 EA
O6 Stortn Draina a H -03 E Street H-3 Additional Excavation for 9 zm Dain Manholes 2240 TCY
Ofi Storm Draina a H-03 E Street H-3 - Connect New Stortn Drain Pipe to Existin Storm Drain S tem 1 LS
D6 Storm Draina a H-03 G Street H-3 Storm Drain Manholes 16' Dee 1 EA
O6 Storm Draina a H-03 G Street H-3 Additional Excavation for Storm Drain Manholes 560
45 TCY
LF
O6 Storm Draina a H-03 G SVeet H-3 42" Stone Dralna a Pi e 4
Ofi Storm Dralna a H-03 G Street H-3 Trench Excavation for 42" Stone Dralna a Pi a
" 623 CY
CY
O6 Stone Draina a H-03 G Street H-3 Storm Draina e Pi
Pi a Beddin Compacted for 42 27
O6 S[onn Draina a H-03 G Street H-3 Imparted Granular Fill Com acted 42" Storm Dralna e Pi e
" Z00 CY
O6 Stone Draina a H-03 G Sheet H-3 Stone Draina e Pi e
Backfll and Com act with On Site Fill 42 239 CY
O6 Storm Draina a H-03 G Street H-3 Dewatedn of New Utili Trenches 445
10 LF
LF
O6 Storm Draina a H-03 H SVeel H-18 48" Storm Draina a Pi a 1
Ofi Storm Draina a H-03 H Street H-18 Trench Excavation for 18" Storm Dralna a Pipe
" 180
7 CY
CY
O6 Storm Draina a H-03 H Street H-18 Storm Dralna a Pi e
Pi Beddln Compacted for 18
O6 Storm Draina a H-03 H S[reet H-18 im rted Granular Fill Com acted 18" Storm Draina e Pi e
" 57 CV
CY
O6 Storm Draina a H-03 H Street H-18 Storm Draina a Pi a
Backfll and Com act with On Site Fill 18 65
O6 S[onn Draina a H-03 H Street H-18 Dewatedn of New Utili Trenches 110 LF
O6 Storm Draina e H-03 H SVeel H-18 72" Storm Draina a Pi 100 LF
O6 Storm Daina e H-03 H Street H-18 Trench Excavation for 72" Storm Dralna a Pi a 280 CV
C
O6 Storm Dreina a H-03 H Street H-18 Pi a Beddin Com acted for 72" Storm Dralna a Pi 9 Y
O6 Storm Draina a H-03 H StreeC H-18 Im orted Granular Fill Cam acted 72" Storm Draina a Pipe 85 CY
O6 Storm Draina e H-03 H Street H-18 Backfill and Com ct with On Slte Fill 72" Stone Draina e Pi e 81 CY
O6 Storm Dralna a H-03 H StreetH-18 Dewatedn of New Utili Trenches
' 100
1 LF
~
O6 Storm Draina a H-03 H Street H-18 ' Stone Drain Manholes 16
Deep
O6 Stortn Draina a H-03 H Street H-18 Additional Excavation for Storm Drain Manholes 560 TCY
LF
O6 Storm Draina a H-03 H Sheet H-3 16" Storm Draina a Pipe 60
O6 Storm Draina a H-03 H Sheet H-3 Trench Excavation for 16" Storm Draina a Pi a 37 CY
V
06 Storm Dralna a H-03 H Street H-3 Pi a Beddln Com acted for 18" Storm Draina a Pi 2 C
O6 Stone Draina a H-03 H Street HJ Im orted Granular FIII Com acted 18" Storm Draina a Pi a 12 CY
V
O6 Storm Draina a H-03 H Street H-3 BackFlll antl Compact with On Sae Fill 18" Storm Draina a Pi a 19 C
O6 Storm Draina e H-03 H Street H-3 Dewalerln of New Utili Trenches 60
75 LF
LF
O6 Storm Draina a H-03 H Street H-3 24' Stone Draina a PI a
06 Storm Draina e H-03 H Street H-3 Trench Excavation for 24"Storm Dralna a Pi 59 CY
CY
O6 Storm Dmina a H-03 H SVeet H-3 Pi a Bedtlin Com acted for 24" Storm Draina e Pi e 3
O6 Stortn Draina a H-03 H SVeet H3 Im orted Granular Fill Cam acted 24" Storm Draina a PI a
" 19
28 CY
CY
O6 Storm Draina a H-03 H Street H-3 Storm Draina a Pi a
Backfill and Compact with On Site Fill 24
06 Storm Draina a H-03 HStreet H-3 Dewatedn of New Ulili Trenches 75 LF
O6 Storm Draina a H-03 H Street H-3 42"Stone Dralna a Pi a 25 LF
Dfi Storm Dreina e H-03 H Street H-3 Trench Excavation for 42"Storm Draina e Pi 35
2 CY
CV
O6 Stone Draina a H-03 H Street H-3 Pi a Beddin Com clad for 42" Storm Draina a PI e
O6 Stone Draina a H-03 H Street H-3 Imported Granular FIII Compacted 42" Stortn Draina e Pi e
' 11 CY
O6 Storm Draina a H-03 H Sheet H-3 Stone Dralna e Pi e
Backfll and Com act with On Sile Fill 42 13 CY
O6 Stone Draina a H-03 H Street H-3 Dewaterin of New Utili Trenches 25 LF
O6 Stone Draina e H-03 H Sheet H-3 48" Storm Draina a Pi e 270 LF
D6 Stone Draina a H-03 H Street H-3 Trench Excavation far 48" Stortn Dralna a Pipe 443 CY
CY
Ofi S[onn Draina a H-03 H SVeet H-3 Pipe Beddln Compacted for 48" Stone Draina a Pipe 18
O6 Stone Draina a H-03 H Sheet H-3 Im rted Granular Fill Com acted 48" Storm Draina e Pi e
" 140 CY
CY
08 Stone Draina e H-03 H Street H-3 Storm Draina a Pi a
Backfill and Com act wdh On Site FIII 48 159
O6 Stone Draina a H-03 H Street H-3 Dewaterin of New Utili Trenches 270
3 LF
~
Ofi Stone Draina a H-03 H Street H-3 Stone Drain Inlet Basin
06 Storm Draina a H-03 H Street H-3 Storm Drain Manholes 16' Dee 2 EA
O6 Storm Drainage _ H-03 H S[reet H-3 Additional Excavation for Stone Drain Manholes 1,120 TCY
Page 14 of 25
3-53
EXHIBIT C
PGBLIC IMPROVEMENTS
DIVISION S ITE L OCATON ITEM DESCRIPTION Ouanti Uni{
Ofi Storm Draina a H -03 H Street H-3 48" Startn Draina a Pi a 270 LF
OB Storm Draina a H -03 H Street H-3 Trench Excavation for 48" Stone Draina a Pi a
" 459
18 CY
CV
O6 Storm Draina a H -03 H Stolen Draina a Pi a
Street H-3 Pi Beddin Com acted for 48
06 Storm Draina a H -03 H Street H-3 Imported Granular Fill Com acted 48' Stone Draina a Pi
" 135 CY
CY
06 Storm Draina a H -03 H Stgnn D2ina e PI
Sheet H-3 Backfill and Com ad with On Site Fill48 157
O6 Storm Draina a H -03 H Sheet H-3 Dewatedn of New Util' Trenches 270 LF
O6 Stortn Draina a H -03 S ite Easement H-3 42" Storm Draina a Pi a 540 LF
O6 Storm Draina a H -03 S ite Easement H-3 Trench ExcavatOn for 42" Storm Draina e Pi
" 756
32 CY
CY
O6 Storm Draina a H -03 S Stone Draina e Pi
ite Easement H-3 PI Beddi Compacted for 42
OB Storm Draina a H -03 S ite Easement H-3 Im orted Granular FII Com acted 42" Stone Draina e Pi e
" 243 CY
CY
O6 Storm Draina a H -03 S Storm Draina a Pi a
ite Easement H-3 Backfill and Com act with On Site Fill 42 290
O6 Stone Draina a H -03 S ite Easement H-3 Dewaterin of New Utili Trenches 95 LF
O6 Storm Draina a H -13 H-13 Site 36" Stone Draina a Pi a 110 LF
O6 Storm Draina a H -13 H-13 Slte Trench Excavation for 3fi' Slortn Dralna e Pi e 130 CV
CY
O6 Storm Draina a H -13 H-13 Slte PI a Beddin Com acted far 36" Storm Draina a Pipe 6
O6 Storm Draina a H -13 H-13 Site Im orted Granular Fill Com acted 36" Stone Dralna a Pi a 42 CY
CY
06 Stone Draina a H -13 H-13 Site Backfll antl Compact with On SI[e Fill 36" Stone Dralna e Pi e 53
O6 Storm Draina a H -13 H-13 Site Dewaterin of New Utili Trenches
' 110
1 LF
EA
Ofi Storm Draina a H -13 Deep
H-73 Site Stone Drain Manholes 10
O6 Storm Draina a H -13 H-13 Site Addltional Excavation for Storm Drain Manholes. 468 TCY
LF
O6 Storm Draina a H -14 J Street H-14 18" Storm Draina a Pi a 110
O6 Storm Draina a H -1d J Street H-14 Trench Excavation for 16" Stone Draina e Pi 67 CY
O6 Stortn Draina a H -14 J SVeel H-14 Pi a Beddin Cam acted for 18"Stone Draina a Pi e 4 CY
Ofi Storm Draina a H-t4 J Street H-14 Im orted Granular Fill Com acted 18"Storm Draina e Pi e
" 22 CY
V
O6 Storm Draina a H-14 Slone Draina a Pi a
J Sheet H-14 Backfill and Compact with On Site FIII 18 35 C
O6 Stone Draina a H-14 J Street H-14 Dewaleri of New Utilit Trenches
- 110 LF
O6 S[onn Draina a H-14 J Street H-14 24"Storm Draina a Pi e 115 LF
O6 Stone Draina a H-14 J Street H44 Trench Fxcavaticn for 26' Storm Draina e Pi e
" 90
5 CY
CV
O6 Storm Dreina a H-14 Storm Draina e Pi e
J Street H-14 Pi a Bedtlin Com acted for 24
O6 Storm Draina e H-14 J Street H-04 - - Ire rted Granular Fill Compacted 24"Storm Draina a Pipe
" 29 CY
CY
O6 Storm Draina a H-14 Storm Draina e Pipe
J Street H-14 Backfll and Compact with On Site Fill 24 43
O6 Storm Draina a H-14 J Street H-14 Dewaterin of New Utili Trenches. 115 LF
F
O6 Stortn Draina a H-14 J Street H-16 30' Storm Draina a Pi a 210 L
Ofi Slone Draina a H-14 J Street H-14 Trench Excavation far 30" Stortn Draina a Pi e
" 204
10 CV
CY
O6 Storm Draina a H-14 Stone Draina a Pi a
J Street H-14 Pipe Beddin Com acted for 30
O6 Storm Draina a H-14 J Sheet H-14 Im rted Granular Fill Com acted 30"Storm Draina a PI a
" 61 CY
CY
_
Ofi Storm Draina a H-14 Slone Draina a Pi a
J Sheet H-14 Backfll and Cam cl with On Site Fi1130 88
O6 Storm Dreina a H-14 J Street H-14 Dewaterin of New Utlli Trenches 2t0
380 LF
LF
Ofi Storm Draina a H-14 J Street H-tb 42"Storm Draina a Pi e
O6 Storm Draina a H-14 JBVee[ H-14 Trench Excavatlon far 42" Stone Draina e Pi 532 CY
O6 Storm Draina a H-14 J Street H-14 Pi a Beddin Cam acted for 42" Stone Dreina e Pi e 23 CY
06 Storm Draina a H-14 J Street H-14 Im orted Granular FIII Compacted 42" Stone Draina e Pipe
" 171
205 CV
CV
O6 Storm Draina a H-14 Storm Dreina a Pi a
J Street H-14 Backfll and Compact with On Site Fill 42
O6 Storm Draina a H-14 J Street H-14 Dewaterin of New Utili Trenches
' 380
3 LF
EA
O6 Storm Draina a H-14 Dee
J SVeel H-14 Storm Drain Manholes t6
O6 Storm Draina e H44 J Sheet H-14 Additional Excavation for Storm Drain Manholes 1,680
2 TCY
EA
06 Storm Draina e H44 J SVeet H-14 Storm Dmin Inlet Basin
O6 Stortn Draina a H-14 Marina Parkwa H-13/H-14 Stone Drain Inlet Basin 2 EA
O6 Stone Draina a H-14 Madna Parkwa H-13tH-14 Stone Drain Manholes 96' Deep 3 EA
O6 Stone Draina a H-14 Marina Parkwa H-13/H-14 Additional Excavation for Storm Drain Manholes 1,680
25 TCY
LF
O6 Storm Draina a H-21 Marina Wa H-21 16"Storm Dralna a Pipe
O6 Stone Draina a H-21 Marina Wa H-21 Trench Excavation for 18" Storm Dreina e Pi e
" 15
- 1 CY
CY
O6 Stone Draina a H-21 Storm Draina a Pi e
Marina Wa H-21 Pipe Beddin Compacted for 18
06 Storm Draina a H-21 Marina Wa H-21 Im orted Granular Fill Com acted 18" Storm Draina e Pi e
" 5
8 CY
CY
O6 Stone Draina a H-21 Storm Draina a Pipe
Marina Wa H-21 BackFll and Com act with On Site Fill 18
O6 Storm Draina a H-21 Marina Wa H-2t Dewaterin of New U61i Trenches 25 LF
06 Stone Draina a H-21 Marina Wa H-21 24" Storm Dreina a Pi 30 LF
06 Storm Draina a H-21 Marine Wa H-27 Trench 6ccavation for 24" Stone Draina a Pi a 23 CV
CY
O6 Storm Draina a H-21 Marina Wa H-21 Pi a Betltlin Com acted for 24" Storm Dralna a Pipe 1
O6 Storm Draina a H-21 Marina Wa H-21 Imported Granular Fill Com acted 24" Storm Draina e Pi e
" 8
11 CV
CY
O6 Storm Draina a H-21 Storm Draina e Pi e
Marina Wa H-21 Backfll and Com act with On Site Fill 24
O6 Storm Draina a H-21 Marina Wa H-21 Dewaterin of New UVIi Trenches 30 LF
O6 Storm Draina a H-21 Marina Wa H-21 Storm Drain Intel Basin 3 EA
O6 Storm Draina a H-21 Marina Wa H-2t Storm Drain Manholes 16' Deep 1
560 E/'
TCY
O6 Storm Draina a H-21 Marina Wa H-21 Addltional Excavatlon for Storm Drain Manholes
O6 Storm Draina a H-14 H-14 Site Stone Drain Manholes t0' Dee 1
4 EA
TCY
O6 Storm Draina e H-14 H-14 Site Additional Excavation for Stone Drain Manholes 68
O6 Storm Draina a H-15 A Sheet H-15 18" Storm Draina a Pi a 125 LF
O6 Storm Draina a H-15 A Sheet H-15 Trench 6rcavafion for 18" Stone Dreina e PI e 76 CY
O6 Storm Dreina a H-15 A Sheet H-15 Pi a Bedtlin Com acted for 18' Storm Draina e PI e
" 4
2 CV
CY
O6 Storm Draina a H-15 Storm Draina e Pi e
A Sheet H-15 Im onetl Granular Fill Com acted 18 5
O6 Storm Draina a H-15 A SVeet H-15 Backfill and Com act with On Site FIII 18" Storm Draina e Pi e 39 CY
F
O6 Storm Draina a H-15 A Street H-15 Dewatedn of New Utili Trenches 125 L
O6 Storm Draina a H-15 A S[ree[ H-15 30"Storm Dreina a Pipe 110
7 LF
CV
O6 Storm Draina a H-15 A Street H-15 Trench Excavation for 30"Slone Dreina e Pi e 10
O6 Storm Draina a H-15 A Street H-15 PI a Beddin Com acted for 30" Storm Draina a Pi e
" 5
32 CY
CY
O6 Storm Drainage H-t5 Storm Draina a Pi a
A Street H-15 Impartetl Gmnular Fill Com acted 30
Page t5 of 25
3-54
EXHIBIT C
PUBLIC IMEROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION
" Ouanti
46 Unit
CY
O6 Slortn Drains a H -75 Storm Drains a Pi a
AStreet H-15 Backfill and Com act with On Site FlII 30
O6 Stone Drains e H -t5 AStreet H-15 Dewaledn of New Utili Trenches 110 LF
A
O6 Storm Drains a H -15 AStreet H-05 ' Stone D2in Inlet Basin 4 E
O6 Stone D2ina a H -15 AStreet H-13 Storm Drein Manholes 16' Deep 2 ~+
O65lorm Drains a H -15 AStreet H-15 Additional Excavation for Stone Drain Manholes 1,t20 TCY
O6 Storm Drains e H 45 AStreet H-15 42" Storm Drains a Pi a
" 200 LF
V
Ofi Storm Drains a H -15 Stone Drains a PI a
AStreet H-15 .Trench Excavation for 42 280 C
O6 Storm Drains a H -15 A Street H-15 ' Pi e8eddin Com acted for 42" Storm Drains a PI
" 12 CY
CY
O6 Storm Drains a H -15 Storm Drains a PI a
AStreet H-15 Im rtetl Granular FlII Com sled 42 90
O6 Storm Drains a H -15 AStreet H-15 Backfill and Com act with On Site Fill 42" Storm Drains e Pi e 107
200 CY
LF
O6 Storm Drains a H -15 AStreet H-15 Dewaledn of New lAili Trenches
O6 Storm Dreina a H -15 J Sheet H-15 36"Storm Dreina a Pi a
" 310
3fi5 LF
CY
O6 Storm Dreina a H -15 Storm Dralna a Pi a
J Street H-15 Trench Fxcavalionfior 36
Ofi Storm Dreina a H -15 J Street H-15 Pi a Beddin Com acted far 36" Stortn Dreina e Pi e
" 16
118 CV
CY
O6 Storm Dreina a H -15 Storm Dralna a Pipe
J Sheet H-15 Imported Granular Fill Com acted 36
O6 Storm Dralna a H -15 J Street H-t5 Backfll and Cam act with On Slte Fill 36" Stone D2ina a Pi a 149
310 CV
LF
O6 Storm Dreina a H -15 J Street H-15 Dewatenn of New Utili Trenches
O6 Storm Dreina a H -15 J Street H-15 42' Storm Dreina a Pi a
" 65
91 LF
CY
O6 Storm Dreina a H -15 Storm Dreina e Pi e
J Sheet H-15 Trench Excavation far 42
O6 Storm Dreina a H -15 J Street H-15 PI a Beddin Compacted tar 42" Stortn Dreina a Pi e
" 4 CY
CY
O6 Storm Orolna a H -15 Storm Dralna a Pipe
J Street H-15 Im orted Granular Fill Com acted 42 29
H
15 15 Backfll and Com act with On Slte FlII 42"Storm Dreina a Pi a
t H
J St 35 CY
O6 Storm Dreina a - -
ree fi5 LF
O6 Slortn Dreina a H-15 J Street H-15 Dewatedn of New Utili Trenches
O6 Stortn Dreina a H-15 J Street H-15 Stone Drain Manholes 16' Dee 1
0 EA
TCY
Slorm Dreina a
O6 H-15 J Sheet H-15 Additional Excavation for Storrn Drain Manholes 56 ~
.
O6 Storm Oraina a H-15 J Street H-15 Storm Drain Inlet Basin 2
1 ~
EA
O6 Storm Dreina a H-15 J Sheet H-15 Stone Drain Headwall
O6 Storm Dreina a H-05 J Slreel H-15 Connect New Stone Drain Pi a to Existl Slone D21n 5 tem 1 LS
O6 Storm Dreina a H-15 H-15 Site Storm Drain Mantales 10' Dee 1 Flt
O6 Storm Dreina a H-15 H-15 Site Additional Excavation for Storm Drain Manholes- -- -- 468 TCY-
Ofi Stone Dreina a H-23 AStreet H-23 18"Storm Dralna a Pi a 75 LF
O6 Storm Dreina e H-23 AStreet H-23 Trench Excavation for 18"Storm Dreina e P1
" 46
3 CY
CY
O6 Stone Dreina a H-23 Storm Dreina a Pi e
AStreet H-23 Pi a Beddin Com eted for 16
O6 Storm Oraina a H-23 AStreet H-23 Im orted Granular Fill Com actetl 18"Storm Drains e Pi e
" 15
4 CY
CY
D
i
S H-23 Stortn Dreina e Pipe
AStreet H-23 Backfll and Com act with On Slte Fill 18 2
torm
re
na a
O6 23 t 1+23 Dewaterin of New UUIi Trenches
A St 75 LF
06 Storm D2ina a H- ree 85 LF
O6 Storm Dralna a H-23 A Slreel 1+23 24" Storm Dreina a Pi a
O6 Storm Dralna e H-23 AStreet H-23 - Trench Excavation for 24"Slone Dreina a Pi a
" 66
3 CV
CV
O6 Stone Dreina a H-23 Stone Dreina a Pipe
AStreet H-23 Pi a Beddin Com acted for 24
Ofi Storm Dreina a H-23 AStreet H-23 Im orted Granular FlII Com acted 24"Storm Dralna a Pi a
" 21
31 CY
CY
Ofi Slone Dreina a H-23 Storm Dreina e Pi e
AStreet H-23 Backfill and Compact with On Site Fill 24
O6 Storm Dreina a H-23 AStreet H-23 Dewatenn of New Utili Trenches 85 LF
F
O6 Stone Dralna a H-23 AStreet H-23 30' Storm D2ina e Pi 35 L
06 Storm Dreina e H-23 AStreet H-23 Trench Excavation far 30" Storm D2ina e PI e 34 CY
CY
O6 Stone Dreina a H-23 AStreet H-23 Pipe Beddin Cam acted for 30"Stone Dreina e Pi e 2
O6 Storm Dralna a H-23 AStreet H-23 Im rtetl Granular Fill Com acted 30" Storm Dreina e Pipe
" t0
15 CY
CY
l
6 St
D H-23 Storm Dreina e Pi e
AStreet FF23 Backfll and Com act wRh On SHe Fi1130
ra
na a
one
O
O6 Storm Dreina a H-23 AStreet H-23 Dewatenn of New Ulili Trenches 35
372 LF
LF
O6 Storm Dreina a H-23 AStreet H-23 60" Storm Dralna a Pipe
O6 Storm Dreina a H-23 AStreet H-23 'Trench Excavation for fi0" Storm Dralna a Pi e 815 CV
O6 Storm Dreina a H-23 AStreet H-23 Pipe Beddin Compacted for 60"Stone Dreina a Pipe 29 CY
O6 Stone Dralna a H-23 AStreet H-23 Im orted Granular Fill Com acted 60"Slone Dreina a Pipe
" 253
260 CY
CV
i
Ofi St
D H-23 Storm Dreina a Pi a
AStreet H-23 Backfll and Com act with On Site Fill 60
orm
re
na e
O6 Storm Dreina a H-23 A Sheet H-23 Dewaledn of New Utili Trenches 372
520 LF
LF
O6 Storm Dreina a H-23 AStreet H-23 72"Storm Dreina a Pi a
O6 Slortn Dreina a H-23 AStreet H-23 Trench Excavation for 72" Stone Dreina e PI e
" 1,456
47 CY
CV
O6 Storm Dreina a H-23 Storm Dreina e Pi e
AStreet H-23 Plpe Beddin Compacted for 72
Ofi Storm Dreina a H-23 ~ AStreet H-23 Im orted Granular FlII Com acted 72" Stone Dralna e Pi e
" 442
1 CY
CY
O6 Storm Dreina e H-23 Storm Dreina e Pi e
AStreet H-23 Backfill and Compact with On Site Fill 72 42
O6 Stone Dreina e H-23 AStreet H-23 Dewaterin of New Utilil Trenches 520 LF
O6 Storm D2ina a H-23 A Sheet H-23 48" Storm Dreina a Pi a 65 LF
O6 Stone Dreina a H-23 AStreet H-23 Trench Excavation for 46"Storm Dmina a Pi a 111 CY
O6 Storm Dreina a H-23 AStreet H-23 Pi a Beddin Com acted for 48" Storm Dreina a Pi e 4 CV
O6 Storm Dreina e H-23 AStreet H-23 Imported Granular Fill Com acted 48"Storm Dreina e Pi e
" 33
38 CY
CY
O6 Storm Dreina a H-23 Stone Dreina e PI e
AStreet H-23 Backfill and Com act with On Site Fill 48
O6 Storm Dreina a H-23 AStreet H-23 Dewaledn of New lffili Trenches 65
2 LF
~
O6 Storm Dreina e H-23 AStreet H-23 Stone Drain Inlet Basin
06 Storm Dreina a H-23 AStreet H-23 Storm Drain Manholes 16' Dee 2 ~
O6 Stone D2ina a H-23 AStreet H-23 Adtlitional Excavation for Stone Drain Manholes 1.120 TCY
D6 Storm Dreina a H-23 AStreet H-23 Storm Drain Manholes 8' Deep 1 EA
O6 Storm Dreina a H-23 AStreet H-23 Adtlitional Fxcavalicn for Storm Drain Manholes 374 TCY
O6 Storm Dreina a H-23 AStreet H-23 Cannes[ New Slone D2in Pi a to Existin Storm Drain S tem 1
100 LS
LF
Ofi Storm Dreina a H-23 C Street H-23 78"Storm Drains a Pi a
O6 Storm D2ina a H-23 C Street H-23 Trench Fxravadon for 78" Storm Dralna e Pi e
" 61 CV
4 CY
OB Storm D2ina a H-23 Stone Dreina a Pipe
C Street H-23 Pi a Beddin Com acted for 18
O6 Storrn Dreina a H-23 C Street H-23 Imported Granular Fill Com acted 18" Storm Dreina e Pipe 2 0 CY
O6 Storm Drainage H-23 C Sheet H-23 Backfill and Com act with On Site Fill 18" Storm Dreina a Pi a 3 1 CY
Page 16 of 25
3-55
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION Duantl Unit
O6 Storm Draina a H -23 C Street H-23 Dewaterin of New Utili Trenches 100 LF
O6 Storm Draina a H -23 C Street H-23 48" Storm Draina a Pi e
" 755 LF
O6 Stone Draina a H -23 C Street H-23 Stortn Draina a Pi a
Trench Excavation for 48 1,284 CY
O6 Storm Draina e H -23 C Street H-23 - Pi a Beddin Compacted for 48" Slone Draina e Pi e
" 49 CY
O6 Slortn Draina e H -23 C Street H-23 Storm Draina a Pi
Im ded Granular Fill Com acted 48 378 CV
O6 Storm Draina a H -23 C Street H-23 Backfll and Com act wlih On Site Fill 48"Storm Draina a Pi e 40.5 CV
LF
O6 Storm Daina a H -23 C Sheet H-23 Dewaterin of New Utilit Trenches 755
O6 Storm Dreina a H -23 C Street H-23 60" Stone Draina a Pi a 90 LF
O6 Storm Draina e H -23 C Sheet H-23 Trench Excavation for 60" Slone Draina a Pi 197 CV
O6 Storm Draina e H -23 C Street H-23 Pi Beddin Com cted for 60"Stone Draina a Pi 7 CY
O6 Storm Draina a H -23 C Sheet H-23 Im rtetl Granular Fill Com acted 60"Storm Draina a Pi 61 CY
Ofi Storm Draina a H -23 C Street H-23 Backfll) and Compact with On Slte Fill 60' Storm Dreina a Pi 63 CY
O6 Storm Draina a H -23 C Street H-23 Dewaterin of New Utill Trenches 90 LF
O6 Storm Draina a H -23 C Street H-23 Storm Drain Inlet Basin
' 4 EA
O6 Storm Draina a H -23 C Street H-23 Dee
Storm Drain Manholes 16 1 EA
O6 Storm Draina e H -23 C Street H-23 Atltlitional Excavation for Storm Drein Manholes 560 TCY
O6 Storm Draina e H -23 C Street H-23 Connect New Stone Drain Pi a to Exislin Storm Drain S tem i LS
Ofi Storm Draina a H -23 H Street H-23 18" Storm Draina a Pi a 150 LF
O6 Storm Draina e H -23 H Street H-23 Trench Excavation far 18" Stone Draina a PI a 92 CY
O6 Stone Draina a H -23 H Sheet H-23 Pi a Beddin Com acted for 18" Stone Draina e PI e 5 CV
O6 Storm Draina a H -23 H Street H-23 Im orted Granular Fill Com acted 16" Stone Draina e Pi e
" 29 CY
CV
Ofi Stone Draina a H -23 H Street H-23 Storm Draina e Pi e
Backfll antl Com act with On Site Fill 16 47
O6 Sfonn Draina a H -23 H Street H-23 Dewaterin of New Utili Trenches 150 LF
O6 Storm Draina e H -23 H Streef H-23 24"Storm Dreina a Pi a 45 LF
O6 Storm Draina a H -23 H Streef H-23 Trench Excavation far 24" Storm Draina e Pi e 35 CV
O6 Storm Draina a H-23 H Street H-23 Pi a Beddln Compactetl for 24" Stortn Dreina e Pi e 2 GV
Ofi Sfonn Draina a H-23 H Street H-23 Imported Gmnular Fill Com actetl 24" Stortn Draina a Pi a 11 CV
O6 Sform Draina a H-23 H Street H-23 Backfill and Compact with On Site Fill 24" S[onn Draina e Pi e 17 CV
O6 Sform Draina a H-23 H Street H-23 Dewaterin of New Utili Trenches 45 LF
O6 Storm Draina a H-23 H Street H-23 42" Storm Draina a Pi a 90 LF
O6 Storm Draina a H-23 H SVeel H-23 Trench Excavation far 42' Stortn Dreina a Pi a
° 12fi CV
O6 Storm Draina a H-23 H Street H-23 Storm Dreina a Pi e
Pi a eatltlin Com acted for 42 5 CY
O6 Sform Draina e H-23 H Sheet H-23 Im rtetl Granular Fill Com anted 42"Storm Dreina a PI a
" 41 CV
O6 Stortn Draina a H-23 H Street H-23 Storm Draina e Pipe
Backfll and Com ad with On Site Fill 42 48 CY
O6 Storm Draina a H-23 H Street H-23 Dewaterin of New Utili Trenches 90 LF
O6 Stone Draina a H-23 H Street H-23 60" Storm Dreina a Pi a 65 LF
O6 Storm Draina a H-23 H Street H-23 Trench Excavation far 80' Storm Draina a Pi a
" 142 CY
CV
O6 Storm Draina a H-23 H Street H-23 Storm Dreina a Pipe
Pi a Beddin Com acted for 60 5
O6 Storm Dreina a H-23 H Street H-23 Im rtetl Granular Fill Com acted fi0" Storm Dreina a Pi a
" 44 CV
O6 Storm Draina a H-23 H Streef H-23 Stone Draina e Pi e
Backfll and Com act with On Site Fill 60 46 CY
O6 Storm Draina a H-23 H Street H-23 Dewaterin of New Utilit Trenches 65 LF
F
O6 Storm Draina a H-23 H Sheet H-23 72"Storm Draina a Pi a 855 L
O6 Stone Draina a H-23 H Street H-23 Trench Excavation far 72" Storm Draina a Pi a
" 2,394 CY
O6 Stone Draina a H-23 H Sheet H-23 Storm Draina e Pi e
Pi a Betldin Com acted for 72 77 CY
O6 Storm Draina a H-23 H Street H-23 Imparted Granular Fill Compacted 72"Stone Draina e PI e 727 CY
O6 Storm Draina e H-23 H Street H-23 Backfll antl Com act with On Site Fill 72"Stone Draina a Pipe 693 CY
O6 Storm Draina e H-23 H Street H-23 Dewaterin of New Utilit Trenches 655 LF
O6 Sform Dreina a H-23 H Street H-23 84" Storm Draina a Pipe 205 LF
O6 Storm Draina a H-23 H Street H-23 Trench Excavation for 84" Storm Dreina a Pi e 718 CY
O6 Stortn Draina e H-23 H Street H-23 - .Pipe Betldin Com acted far 84" Storm Draina e PI e 21 CY
06 Storm Draina a H-23 H Street H-23 Im rtetl Granular Fill Com acted 84"Storm Daina e Pi e
" 214 CV
CY
Ofi Stone Draina a H-23 H Street H-23 Storm Draina e Pi
Backfll and Com act witty On Site FIII 84 191
O6 Storm Draina a H-23 H Street H-23 Dewaterin of New Utili Trenches 205 LF
EA
O6 Slone Draina a H-23 H Street H-23 Stone Drain Inlet Basin 2
O6 Stone Draina a H-23 H Street H-23 Storm Drain Manholes 16' Deep 7 EA
Ofi Stone Draina a H-23 H Street H-23 Additional Excavation for Storm Drain Manholes 3,920 TCY
O6 Storm Draina a H-23 Marina Parkwa H-23 Storm Drain Inlet Basin
' 2 EA
EA
O6 Storm Draina e H-23 Marina Parkwa H-23 Deep
Storm Drain Manholes t6 2
O6 Storm Dreina e H-23 Marina Parkwa H-23 Additional Exwvalion for Storm Drain Manholes 1,120 TCY
EA
Ofi Storm Draina a H-23 H-23 Site Stone Drain Manholes 10' Dee 2
O6 Storm Draina a H-23 H-23 Site Addidonal Excavation for Storm Drain Manholes 936 TCV
O6 Storm Draina a S-2 E Street H3-52 18"Storm Draina a Pi a 810 LF
O6 Stone Draina a 5-2 E Sheet H3-52 Trench Excavation for 18" Stone Draina e Pi e 494 CY
06 Stone Draina a S-2 E Street H3-S2 Pi a Beddin Com acted for 18" Storm Draina a Pi 28 CV
06 Storm Draina a 5-2 E Sheet H3-S2 Im orted Granular Fill Compacted 18" Storm Dreina e Pi t59 CY
O6 Storm Draina a S-2 E Street H3-52 8ackfill and Compact with On Site Fill 18" Storm Draina e Pi e 254 CV
O6 Storm Draina a S-2 E Street H3-S2 Dewaterin of New Utili Trenches 810 LF
O6 Stortn Draina a S-2 E Street H3-S2 24"Storm Draina a Pi a 990 LF
06 Storm Draina a S-2 E Street H3S2 Trench Excavation for 24" Stone Draina e Pi e
" 772 CY
CY
O6 Stone Draina a S-2 E Street H3S2 Storm Draina e Pi
Pi a Beddln Com acted for 24 40
O6 Storm Draina a S-2 E Street H3-52 im orted Granular Fill Compacted 24" Stone Dralna a Pi a 248 CY
O6 Storm Draina a S-2 E Street H3-S2 Backfll antl Cam act with On Site Fill 24" Storm Draina a Pi a 366 CY
O6 Storm Draina a 5-2 E Sheet H3-S2 Dewaterin of New Utilit Trenches 990 LF
LF
O6 Storm Draina a 5-2 E Streef H3-52 36" Storm Dralna a Pi 170
O6 Stortn Draina a S-2 E Street H352 Trench Excavation for 36" Storm Dreina a Pi 200 CY
Ofi Stone Draina a S-2 E Sheet H3S2 Pi e Beddln Compactetl for 36"Storm Draina a Pi e 9 CY
O6 Storm Drainage _ S-2 E Street H3-S2 im orted Granular Fill Com acted 36" Storm D2ina e Pi e 65 CY
Page 17 of 25
3-56
EXIIIBIT C
PUBLIC IlYIPROVEMENTS
DIVISION SITE LO CATION ITEM DESCRIPTION Quantl Uni[
06 Storm Draina a S-2 E Street H3-S2 Backfill and Com cl with On Slte Fill 36" Stonn D2ina a Pi a 82 CY
O6 Storm Draina a S-2 E Street H3-S2 ". Dewaterin of New Util Trenches 170 LF
O6 Storm Draina a 5-2 E Street H3S2 '.. Storm Drain Inlet Basin 6 FA
Ofi Storm Draina a S-2. E Street H3S2 Storrs Drain Manholes 16' Dee 6 FA
O6 Storm Draina a S-2 E Street H3-S2 Additional Excavatlon for Storm Dram Manholes 3,360 TCY
06 Storm Draina a S-2 E Street H3-S2 - Storm Drain Headwall 1 F1r.
O6 Storm Draina a S-2 E Street 52-IS 18' Stonn Draina a Pi a 50 LF
O6 Storm Draina a S-2 E Street 52-15 Trench Exwvafion for 18" Storm Draina a Pi a 31 CV
O6 Stortn Draina a S-2 E Street 52-15 Pi a Bedtlin Com acted for 18" Storm Draina e Pi e 2 CV
O6 Storm D2ina a S-2 E Street 52-IS Im orted Granular FIII Com acted 18" Stortn Draina a Pipe 70 CV
O6 Storm Draina a S-2 E Sheet 52-15 Backfill and Com act with On Site FII 18"Storm Draina e PI e 16 CY
O6 Storm D2ina a S-2 E Street S2-15 .Dewaterin of New l)dli Trenches 50
4 LF
LF
O6 Storm Draina a S-2 E Street 52-15 24" Storm Draina a Pi a 0
O6 Storm Draina a S-2 E Street S2-IS Trench ExcavatOn for 24" Stonn Draina a Pipe 31 CY
O6 Storm Draina a S-2 E Street 52-15 Pi a Beddin Com acted for 24' Storm Draina e PI e 2 CY
O6 Storm D2ina a S-2 E Slreel S2-IS Im orted Granular FIII Com acted 24" S[ortn D2ina a Pi e
" 10
5 CY
CY
O6 Storm D2ina a S-2 E Street 52-15 Storm Draina e Pi e
eackfll and Compact with On Site Fill24 1
O6 Stortn D2ina a S-2 E Street S2-IS Dewatedn of New Utili Trenches 40 LF
LF
06 Starts Draina a 5-2 E Street S2-IS 36" Starts Draina a Pi a 335
O6 Storm Draina a 5-2 E Street 52-15 Trench Excavation for 36" Storm Draina a Pi 394 CY
O6 Storm Draina a 5-2 E Street 5245. Pipe Bedtlin Com cted for 36"Storm Draina e Pi 16 CY
O6 Storm Draina a S-2 E Street 52-IS Im orted Granular Fill Com ailed 36`Storm D2ina a Pi a
" 128
61 CY
CY
06 Storm Draina a S-2 E Street 52-15 Storm D2ina e Pi
Backfll antl Com ct with On Slte Fill 36 1
O6 Storm Draina a S-2 E Sheet 52-15 Dewaterin of New Utili Trenches - 335 LF
O6 Storm D21na a 5-2 E Sheet S2-IS 48' Storm Draina a Pi a 155 LF
O6 Storm Draina a S-2 E Street 82-15 Trench Excavation for 48" Storm Draina a Pi a
" 264 CY
CY
O6 Storm Draina a S-2 E Street 52-15 Storm Draina e Pi e
Pipe Beddin Cam acted for 48 10
O6 Storm D2ina a 5-2 E Street 52-15 Im orted Granular Fill Com aAetl 48" Storm Dralna e Pi e
" 78 CV
O6 Starts D2ina a S-2 E Sheet 52-15 Starts Draina a Pi a
Backfll and Com ad with On Site Fill 48 90 CV
O6 Stortn Draina a S-2 E Streei 52-15 Dewaterin of New Utili Trenches 155 LF
O6 Storm Draina a S-2 E Sheet 52-15 54" Storm Draina a Pi a 450 LF
O6 Starts Draina a 8-2 E Street S2-IS Trench Excavation far 54" Storm Draina a Pi a
" 855
32 CY
CY
06 Storm Draina a 8-2 E Street 52-I5 Storm Drains e Pi e
Pi a Beddin Com acted for 54
O6 Storm Draina a S-2 E Street S2-15 Im ortetl Granular Fill Com acted 54" Storm D2ina a Pipe 270 CV
O6 Storm Draina a S-2 E Street 52-15 Backfill and Compact with On Site FIII 54" Starts Drains a Pi e 701 CY
O6 Storm Draina a S-2 E Street 52-15 Dewatedn of New Util' Trenches 450
t LF
EA
06 Storm Draina a S-2 E Street S2-15 Starts Drain Headwall
O6 Storm Draina a S-2 - E Street 52-IS Storm Drain Inlet Basin 2 EA
O6 Storm Draina a 5-2 E Street 82-IS Storm D2in Manholes 16' Dee 3
80 FA
TCY
O6 Storm Draina a 5-2 E Street 52-15 Additional Excavation for Starts Drain Manholes 1,6
O6 Storm Draina a S-3 F Sheet S-3 18" Stonn Drains a Pi a 40 LF
Y
O6 Stortn D2ina a 5-3 F SVee[ S-3 Trench Excavation for 18" Storm Drains a PI a 24 C
O6 Storm Draina e - S-3 F Sheet 5-3 Pi a Beddin Com ctetl for 18" Starts D2ina a Pi e t GY
06 Storm Draina a S-3 F Street 5-3 Im orted Granular Fill Cam acted 18" Storm Drains e Pi e 8 GY
O6 Storm Draina a S-3 F Street 5-3 ' Backfll antl Com act with On Slte Fill 18' Storm Draina a Pi a 13 CV
O6 Storm Draina e S-3 F Street S-3 Dewaterin of New Utili Trenches 40 LF
O6 Storm Dralna e S-3 F Street S-3 24" Storm Draina a Pi a 390 LF
O6 Storm Draina a S-3 F Street S-3 Trench 6rcavation far 24" Starts Draina a PI a 304 CY
O6 Starts Draina a S-3 F Street S-3 Pi a Beddin Com acted far 24" Stortn D2ine e Pi e
" 16 CY
V
OB Stortn Drainage S-3 F Street 5-3 Storm D2ina a Pi a
Im ortetl Granular Fill Com actetl 24 98 C
O6 Stortn D2ina a S3 F Street S-3 Backfill and Compact wfth On Site Fill 24"Storm Draina e PI e 144 CY
LF
O6 Storm D2ina a S-3 F Street S-3 Dewaterin of New Utill Trenches 390
O6 Storm Draina a S-3 F Street S-3 Stonn Drain Inlet Basin
' 4
1 ~
~
O6 Starts Draina a S-3 F Street S-3 Stonn Dram Manholes 16
Dee
O6 Starts Draina a S-3 F Sheet S-3 AddlUOnal Excavation for Storm Drain Manholes 560
1 TCY
EA
O6 Storm Draina a S-3 F Street S-3 Storm Drain Inlet Basin
O6 Storm D2ina a SP-3 F Street SP-3 54" Storm Drains a Pi a 230 LF
O6 Stortn Draina a SP-3 F Street SP-3 Trench Excavation for 54" Stonn Draina e Pi e 437 CY
O6 Storm Draina a SP-3 F Street SP-3 Pi a Beddin Com clad far 54" Storm Draina e Pi e t6 CY
06 Storm Dralna a SP-3 F Street SP-3 Imported Granular Fill Cam acted 54" Storm D2ina a Pipe
" 138
1 CV
CV
O6 Storm D2ina a SP-3 F Street SP-3 Slonn Drains e Pi e
Backfll and Compact with On Site FIII 54
O6 Storm Draina e SP-3 F Street SP-3 Dewaterin of New Utili Trenches 230 LF
O6 Storm Drains a 5-2 S -2 Site 48" Storm Draina a Pi 56 LF
O6 Storm Draina a S-2 S -2 Site Trench Excavation for 48" Stonn Draina a Pi
" 146
15 CY
CY
Ofi Storm Draina a 5-2 S -2 Site Starts Draina a Pi a
Pi a Beddin Com acted for 48
O6 Stonn D2ina a S-2 S -2 Slte Im orted Granular FlII Com acted 48"Storm Draina e Pi e
" 73 CY
CY
O6 Slonn D2ina a 5-2 S -2 Site Storm Drains a Pi a
Backfill antl Cam act wdh On Stte Fill 48 58
O6 Storm D2ina a S-2 S -2 Site Dewaterin of New Utili Trenches 56 LF
~
06 Storm Draina a S-2 S -2 Site Storm D2in Headwall 2
O6 Storm D2ina a 51 S -1 Site 48"Storm D2ina a Pi a 140 LF
O6 Stortn Draina a S1 S -1 Site Trench Excavation for 48"Storm D2ina a Pipe 336 CV
CY
O6 Storm Draina a S1 S -1 Site Pi a Beddin Com acted for 48"Storm D2ina a Pi 12
O6 Starts Draina a St S -1 Site Im orted G2nular Fill Com acted 48" Stortn D2ina a Pi a 181 CY
O6 Stortn Draina a 51 S -1 Site Backfill and Cam act wfth On SRe Fill 48" Starts Drains a Pipe 145 CV
06 Storm Drainage S1 S -1 Site Dewatedng of New Utlllry Trenches 1d0 LF
07 Natural Gas S-2 E Street H3-S2 Natural Gas Llne 3" 2,250 LF
07 Natural Gas S-2 E Street S2-IS Natural Gas Line 2' 650 LF
Page 78 of 25
3-57
EXFIIBIT C
PCBLIC IMPROVEMENTS
DIVISION SITE LOCATION ITEM DESCRIPTION Quanti Unlt
07 Natural Gas
07 Natural Gas
07 Natural Gas
07 Natural Gas
07 Natural Gas
07 Natural Gas
07 Natural Gas SP-3
5-3
H-03
H-03
H-03
H-23
H-23 F Sheet SP-3
F Street S-3
EStreet H-3
H Street H-3
H Street H-3
HBlreet H-23 >
H Street H-23 Natural Gas Line 2"
Natural Gas Line 3"
' Natural Gas Line 3"
Natural Gas Line 3"
Misc. Natural Gas Allowance
Natural Gas Line 3"
Misc. Natural Gas Allowance 340
840
2,030
1,110
1
1.200
1 LF
LF
LF
LF
LS
LF
LS
07 Natural Gas H-03 H.Street H-t8 Natural Gas Line 3" 460 LF
07 Natural Gas H-23 A Street H-23 Natural Gas Line 3" 1,260 LF
07 Natural Gas H-03 C Sheet H-18 Natural Gas Line 3" 740 LF
07 Natural Gas H-23 C Street H-23 - Natural Gas Llne 3" 1,120 LF
07 Natural Gas H-03 Site Easement H-3 Natural Gas Llne 2" 90 LF
07Natural Gas H-14 Marina Parkwa H-13/H-14 NaNrel Gas Line 3" 1,060 LF
07 Natural Gas H-14 Marlna Parkwa H-13/H-14 Natural Gas Line 4" 915 LF
07 Natural Gas H-15 A Street H-15 Natural Gas Line 3" 1,440 LF
07 Natural Gas H-03 H-3 Slte Natural Gas Meter 1 EA
07 Natural Gas S1 S-1 Site Natural Gas Meter 1 FA
07 Natural Gas SP-3 S-3 Ske Natural Gas Meter 1 EA
07 Natural Gas St SP-3 Site Natural Gas Meter 1 EA
07 Natural Gas
07 Natural Gas
07 Natural Gas
07 Natual Gas
08 Electrical H-23
H-14
H-14
H-15
S-2 H-23 Site
H-13 Site
H-14 Site
H-15 Site
E Steet H3-S2 Natural Gas Meter
Natural Gas Meter
Natural Gas Meter
Natural Gas Meter
E 2-5" + 1-4"(i2-q"/TV2-2" 1
1
1
1
2,180 EA
EA
EA
EA
LF
08 Electrical S-2 EStreet 52-IS E2-5"+1-4"1T2-4"1N2-2" 1,000 LF
OS Electrical 5-2 EStreet 52-15 E2-5"li-4"1f204"/N2-2"/G3" 160 LF
OS Electrical ~ SP-3 F Street SP-3 E 1-0"(T2~"ffV2-2" 420 LF
OB Electrical S-3 F Street 5-3 E 2-5"+ 1~"/I2-4"lN2-2" 1,150 LF
OB Electrical S-3 F Street S-3 E 25" + 1-4"/N2-2" 310 LF
08 Electrical S-3 F Street S-3 T 2-4" 130 LF
08 Electrical H-03 EStreet H-3 E 2-5"+ 1-4"(T2-4"/TV2-2" 2,105 LF
08 Electrical H-03 HS[ree[H-3 E1-0"/T2-4"/TV2-2"/G2" 400 LF
08 Electrical H-03 H Street H.3 E 2-5'+ 1-0"(f2~1"lN2-2" 1,210 LF
08 Electrical H-23 H Street H-23 E 1-4"/T2-4"/N2-2"/G2" 610 LF
08 Electrical H-23 H Street H-23 E 3-5" + 1-4"?3d"1N42" 1,255 LF
OS Electrical H-03 - H Street H-1 B T 3-4" 175 LF
08 Electrical H-03 H Street H-18 E2-5"/1-0"R3-0"/N42'7G2^ 150 LF
OS Electrical N-03 H Sheet H-18 E2-5"+7-q"/N42" 50 LF
08 Electrical H-03 H Street H-18 E 3-5"+ 1-4"(f3-4"(N42" 460 LF
OB Electrical H-23 A Street H-23 E2-5"/1-4" 10 LF
OB Electrical H-23 ASVeet H-23 E2-5"+1-4"T3-471V42" 1,070 LF
08 Electrical H-03 CStreet H-18 E1-5"+1-0"T3-4"/iV42' 200 LF
08 Elearical H-03 CStreel H-18 F2-5"+1-4"T3-4"1TV42" 500 LF
08 Electrical H-23 CStreel H-23 E 2-5'+ 1-4"ff2-0"fTV2-2" 1,120 LF
08 Electrical H-23 Manna Parkwa H-23 E 1-4"ff2-4"1N2-2" 230 LF
08 Electrical H-23 Manna Parkwa H-23 E2-5"/1-4" 10 LF
OB Electrical H-23 Marina Parkwa H-23 E3-5"+1-4^/T3-4"1N4-2" 1,065 LF
OS Electrical H-03 H-3 Site E 2-5" * 1 ~"1T2-4'RV2-2" 700 LF
08 FJecMCal H-03 Site Easement H-3 E 1-4"R2-4"(N2-2" 250 LF
08 EIecMcal H-14 Marina Parkwa H-13/H-74 E 1~' 80 LF
OB Electrical - H-14 Manna Parkwa H-137H-14 E 3-5"+ 1-0"!I'3-4"T/42" 7,610 LF
OB Electrical H-14 Manna Parkwa H-13M-14 T 2-4"/N2-2" 345 LF
08 EIecMcal H-15 AStreet H-15 E2-5"+1-0"T3-4"1N4-2" 1,670 LF
08 EIecMcal H-15 JStreet H-15 - E 2-5" 415 LF
08 Electrical H-15 J.Stree[ H-15 E2-5"/1-4" 10 LF
08 Electrical H-15 JStreet Hd5 E4-5"-1 d' 580 LF
08 Electrical H-14 JStreet H-14 E2-5"+1h^T3-4"/iV4-2" 560 LF
08 Electrical H-21 Manna Wa H-21 E 1-0" 410 LF
08 Electrical H-2t Marina Wa H-21 E 1-4"IG 2" 550 LF
08 Electical H-03 CStreel H-18 Electrical Street Vaults 1 EA
OB Electrical
OB Electrical
OB Elecrcal H-23
H-03
H-03 C Street H-23
EStreet H-3
EStreet H-3 Electrical Street Vaults
Electrical Power Cable from G Street Sub Station
Electoral Street Vaults 1
1,694
1 EA
LF
EA
08 Electrical
08 Electrical
OS EIecMcal
OS Electrical
OH Electrical
OB Electrical
08 Electrical St
H-03
H-03
H-23
H-23
H-23
H-23 EStreet 52-15
H Street H-18
H Sheet H-18
H Street H-23
H Sheet H-23
H Street H-23
H Street H-23 ElecMwlStreet Vaults
EIecMcal Power Cable from G Street Sub Station
Electrical Sheet Vaults
Electrical Power Cable from G Street Sub Sfatlon
Connection tc Existin G Street Sub Station
Electrical Power Cable from G Street Sub Station
Electrical Street Vaults 1
961
1
1,694
1
1,097
1 EA
LF
EA
LF
LS
LF
EA
OB Elechical H-03 H Street H-3 Transformers 350 kVA 8 EA
08 Electrical
08 Electrical
08 Electrical H-03
H-03
H-15 H Street H-3
H Street H-3
JStreet H-15 Electrical Allowance
Electrical Power Cable from G Street Sub Station
Electrical Street Vaults 1
1,057
1 LS
LF
E/`
OB Electrical H-23 Marina Parkwa H-23 Electrical Street Vaults 1 EA
Ofl Electrical 5-2 EStreet H3S2 Electrical Street Vaults 3 EA
Page 19 of 25
3-58
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION S ITE LOCATION ITEM DESCRIPTION Ouanti Unit
09 Roadwa S P-3 F Street SP-3 2 Lanes Class II Collector P 270 LF
09 Roadwa H -23 A Street H-23 - Storm Dreln Catch Basin at Roadwa 2 EA
09 Roadwa s H -23 A Street H-23 - 5 Lanes Class I Collector N 1,240 LF
09 Roadwa H -23 C Street H-23 Storm Drain Catch Basin at Roadwa 2 EA
09 Roadwa H -23 C Street H-23 3 Lanes Class II Collector O 940 LF
09 Roadwa H -03 E Street H-3 ~ 3 Lanes Class III Collector E 1,950 LF
09 Roadwa H -03 E Street H-3 Storm Drain Catch Basin at Roadwa 6 FA
09 Roadwa S t E Street 52-15 5 Lanes Class I CollectorA 800 LF
09 Roadwa 5 1 E Street S2-IS - Add 2 Lane Nature Center Access Road - 24' W ide 19,200 SF
09 Roadwa S i E Street 52-IS Storm Drain Catch Basin at Roadwa s 2 EA
09 Roadwa s H -03 H Sheet H-18 8 Lanes Ma or Collector M 540 LF
09 Roadwa s H -23 H Street H-23 d Lanes mabr Collector L 1,083 LF
09 Roadwa s H -23 H Street H-23 Stonn Drain Catch Basin al Roadwa s 2 EA
09 Roadwa H -23 H Street H-23 Sound and Acoustic Wall Bonier on H Street 20.780 SF
09 Roadwa H -03 H Street H-3 5 Lanes Class II Collector K 1,186 LF
09 Roadwa H -03 H Sireet HJ Stonn Drain Catch Basin at Roadwa 2 EA
09 Roadwa H -03 H Street H-3 Taffic 7um Around 5,470 SF
09 Roadwa s H -15 J Street H-15 6 Lanes Ma or Collector H 620 LF
09 Roadwa s H -15 J Sheet H-15 Storrn Drain Catch Basin at Roadwa s 2 EA
09 Roadwa H -14 J SVeet H-14 5 Lanes Ma'or Collector G 690 LF
09 Roatlwa H -14 J SVeet H-14 Storm Drain Catch Basin at Roadwa 2 EA
09 Roadwa H -23 Madna ParY.wa' H-23 4 Lanes Class II Collector I 1.121 LF
09 Roadwa H-23 Marina Parkwa H-23 Stonn Drain Catch Basin at Roadwa 6 EA
09 Roadwa H-23 A SVeet H-23 Storm Drain Catch Basin at Roadwa 2 EA
09 Roadwa H-23 C Street H-23 Stonn Drein Catch Basin at Roadwa 2 F1.
09 Roadwa s H-03 C Street H-18 3 Lanes Class II Collector O 682 LF
09 Roadwa H-27 Manna~Ria k; 21 2 Lanes Class III Collector F 1,013 LF
09 Roadwa H-15 A Strea4H--^5 5 Lanes Class I Collector N 1.392 LF
09 Roadwa S-3 F Street 5-3 Traffic Turn Arountl 5,470 SF
09 Roadwa H-21 Marina Wa H-21 Traffc Turn Around - 5,140 SF
09 Roadwa H-03 Marina Parkwa H-13/H-14 4 Lanes Class II Collector I 1,513 LF
09 Roadwa H-D3 Goodrich G Street Re air Allowance 1 LS
09 Roadwa S-2 E Street H3-S2 BikelPed Bride 1 LS
09 Roatlwa S-2 E Street H3-S2 New Brid a on E Street H352 1 LS
09 Roadwa 5-2 E Street H3S2 3 Lanes Class ll Collector B 2,372 LF
09 Roatlways S-2 E Street H3S2 Storm Drain Catch Basin at Roadwa s 6 EA
10 Traffic Si nalization H-15 J Street H-15 Traffic Si nalization at Intersection of J Street and A Street 1 LS
10 Traffic SI nalization H-03 H Street H-18 Traffic Si nalization at Intersection of H Street and A Street 1 LS
10 Traffc Si nalization H-03 H Street H-3 Traffic Si nalization at Intersection of H-3 Dnvewe and H Street 1 LS
10 Traff¢ Si nalization H-03 Off Site Traffic Si nalization at IMerseMion of L Street and Ba Blvd 1 LS
10 Traffic Signalization H-03 E Street S2-IS Traffc Signalization at Intersection of I-5 and Bay Blvd - 1 LS
11 Streetscape H-23 A Street H-23 Street Benches 12 E~`
11 SVeetsca a H-23 A Sheet H-23 Street Trees 48 EA
11 Streetsca a H-23 A SVeet H-23 Tree Grates 0 ~
11 Streetsca e H-23 A Sheet H-23 Ground Cover 18,500 SF
11 Streetsca a H-23 A Street H-23 Street Si na e 4 ~
11 Streetscape H-23 A SVeet H-23 Street Li hl Standards 1 D EA
11 Streetscape H-23 A Street H-23 Misc. Streetscape Allowance 2 LS
F
1 t Streetsca a H-23 A Street H-23 Landsca a Ird anon at Streets 21,000 S
11 SVeetsca a H-23 A Street H-23 Transit Shelter 1 EA
11 Streetsca a H-23 C Street H-23 Street Benches B EA
71 Streetscape H-23 C Street H-23 Street Trees 31 EA
11 Streetscape Hd3 C Street H-23 Tree Grates 0 EA
11 Streetsca a H-23 C SVeet H-23 Ground Cover 14,700 SF
11 Streetsca a H-23 CStreet H-23 Sheet Sl na e 4 EA
11 Streetsca a H-23 C Street H-23 Street Li M Standards 8 EA
11 Streetsca a H-23 C Street H-23 Misc. Streetsca a Allowance 2 LS
11 Streetsca a H-23 C Street H-23 Lantlsca a Ini anon at Streets 18,000 SF
t 1 Streetsca a H-23 C Sheet H-23 Transit Shelter 1 EA
11 Streetsca a H-03 E Street H-3 Street Benches t9 EA
11 Streetsca a H-03 E Street H-3 SVeet Trees 7B ~
11 Streetscape H-03 E Street H-3 Tree Grates 99 ~
11 Streetscape H-03 E Street H-3 Ground Cover 24,000 SF
71 SVeetsca a H-03 E Street H-3 Sheet Si na e 4 ~
11 Streetsca a H-03 E Sheet H-3 Transit Shelter 1 ~
11 Streetscape H-03 E Street H-3 Street Li ht 5landarda 16 EA
S
11 SVeetscape H-03 E Street H-3 Misc. Streetsca a Allowance 1 L
11 Streetsca a H-03 E Street H-3 Landscape Irti adon at Streets 35,000
0 SF
~
11 SVeetsca a 51 E Sheet 52-15 Street Benches `
11 Streetsca a S1 EStree[52-15 StreetTrees 32 EA
11 Streetsca a St E Street S2-15 Tree Grates 0 ~
11 Streetsca a St EStreet S2-15 Landsca elm adon at SVeets 60,000 SF
11 Streetscape S1 EStreet 52-IS Gmund Cover 58,530 SF
t1 Streetscape S1 EStreet S2-IS SVeet Si na a 70 EA
t 1 Streetsca a 51 E Street 52-15 Railin t LF
11 Streetsca a 51 E Street 52-IS Chain Link Fence 1 LF '
Page 20 of 25
3-59
EXIIIBIT C
PUBLIC IIYLPROVEMENTS
DIVISION S
it Streetsca a S ITE
i LOCATION
ESVeet S2-IS ITEM DESCRIPTION
Street Li ht Standards Quanti
7 Unlt
EA
11 Streetsca a S i E Street 52-15 Misc. Streetsca a Allowance 1 LS
11 Streetscape S 1 E Street 52-15 Transit Shelter 1 EA
11 Streetsca H-03 HStreet H-18 Street Benches 10 EA
11 Streetsca H-03 H Sheet H-18 Street Trees 40 EA
11 Slreetsca a H-03 HStreet H-18 Tree Grates 20 EA
11 Streetsca a H-03 HStreet H-78 GrouMCover 29,430 SF
11 Streetsca a H-03 HStreet H-18 Sheet Si na e 4 EA
11 Streetsca a H-03 HStreet H-18 Street Li ht Standards 8 FJ~
11 Streetsca e H-03 HStreet H-18 Misc. Streetscape Allowance 1 LS
11 Streetscape H-03 HStreet H-18 Landsca a Irti atioh at SlreeLS 32,000 SF
11 Streetsca a H-03 HStreet H-18 Transtt Shelter 1 EA
11 Streetsca H-23 HStreet H-23 Street Benches 11 EA
11 Streetscae H-23 HBVeet FF23 Street Trees 44 EA
11 Streetsca H-23 HStreet H-23 Tree Gates 22 EA
11 Streetsca a H-23 HStreet H-23 Median Landsca in 14,400 SF
11 Streetscape H-23 HStreet H-23 Ground Cover 32,910 SF
11 Slreetsca a H-23 HStreet H-23 Street Si na e fi EA
11 Streetsca a H-23 HStreet H-23 Street Li ht Standards 18 EA
11 Streetscape H-23 HStreet H-23 Misc. Sveetscape Allowance - 1 LS
11 Streetsca a H-23 HStreet H-23 Landsca a Irn anon a[ Streets 0 SF
11 Streetsca a H-23 HStreet H-23 ' Trees in Median ~ 22 EA
11 Streetsca a H-03 HStreet H-3 Sheet Benches 21 EA
11 Streetsca a H-03 HStreet H-3 Street Trees 42 FA
11 Streetsca a H-03 HStreet H-3 Tree Grates - 42 EA
11 Sheetsca a H-03 HStreet H-3 Ground Cover 15,855 SF
11 Streetscape H-03 HStreet H-3 SVee[Si na'yj~ 1 EA
11 Streetsca a H-03 HStreet H-3 Street Li ht St;.ntlards 9 FA
11 Streetsca a H-03 HStreet H-3 Misc. SVeetsca Allowance 1 LS
11 Streetsca a H-03 HStreet H-3 Landsca a Irn anon at Streets 0 SF
it Sveetscae H-15 JStreel H-15 Street Benches 1 EA
i 1 Streetsca a H-15 J Sheet H-15 Street Trees 43 FA
11 Streetsca a H-15 JStreet H-t5 Tree Grates 0 EA
11 Streetscape H-15 J S[reel H-t5 Median Landsca in 15,200 SF
11 Streetscape H-15 J Stl'eeCH45 Ground Cover 22,800 SF
11 Streetsca a H-15 JStreet H-15 - Sheet Si na e 5 EA
11 Streetscape H-15 JStreet H-15 Sireet Li h[Standards i6 EA
11 Streetscape H-15 JStreet H-15 Misc. Streetsca a Allowance 1 LS
11 Streetsca a H-15 JStreet H-15 Trees in Median 19 EA
115treetscape H-15 JStreet H-15 Landsca elnl anon at Streets 0 SF
11 Streetsca a H-23 Marlna Parkwa H-23 Street Benches 14 EA
115treetsca a H-23 Marlna Parkwa H-23 Street Trees- 58 FJr
11 Streetsca a H-23 Marina Parkwa H-23 Transit Shelter 1 EA
11 Sheetsca a H-23 Marina Parkwa H-23. Sheet Li ht Standards 10 EA
11 Sheetsca a H-23 Marina Parkwa H-23 Tree Gates 29 FA
11 Streetsca a H-23 Marina Parkwa H-23 ~ Landsca Ini anon at Sheets 0 SF
11 Streetsca a H-23 Manna Parkwa H-23 Ground Cover 34,680 SF
11 Streetsca a H-23 Manna Parkwa H-23 Street Si na e fi EA
1 t Slreetsca a 51 E Street 52-15 Gatewa Monument Site at En of H Sheet 1 FA
71 Streetsca a H-03 HStreet H-18 Gatewa Monument Site at En of H Sheet 1 EA
11 Streetsca a H-15 JStreet H-15 Gatewa Monument Site at En of H SVeet 1 EA
11 Streetscape
11 Streetscape
11 Sheetscape H-14
H-03
H-21 JStreet H-14
Marina Parkwa H-13/H-14
'Marina Wa H-21 Streetscape Allowance on J Street H-14
Streetsca a Allowance on Marina Parkwa H-13/H-14
Streetsca a Allowance on Marine Wa H-21 1
1
1 LS
LS
LS
77 Sheetsca a H-15 A Street H-15 Streetsca a Allowance on A Street H-15 1 LS
i t Streetscape H-18 C Street H-18 Streetsca a Allowance on C Street H-18 1 LS
11 Streetsca a S-3 F Street S-3 Streetsca a Allowance on F Street S-3 1 LS
i t Streetsca e SP-3 F Street SP-3 Streetscape Allowance on E Sheet SP-3 1 LS
11 Streetsca a S-2 ESVeet N3-52 Street Benches 10 EA
11 Streetsca e - 5-2 E Street H3-52 Street Trees 96 EA
11 Streetsca a 5-2 E Street H3-S2 Tree Grates 0 EA
11 Streetsca a S-2 E Street H3-52 Ground Cover 34,500 SF
11 Streetsca a S-2 EStreet H3S2 Street Si na a 1D FA
11 Sheetsca a S-2 E Street H352 Sireet Li ht Standards 8 EA
i i Sveetscape S-2 E Street H352 Misc. Streetscape Allowance 1 LS
11 Streetsca a S-2 E Street H3S2 Landsca a Ini anon a[ Streets 0 SF
11 Sveetscape S-2 E Street H352 Transit Shelter 1 EA
12 Off Site Taffc Modifications H-03 ON Site Off Ram at E Sheet and IS 1 LS
12 Off Site Traffic Mod'rflrations H-03 OH Stte South Bound Left Turn Lane 1 LS
12 Off Site Traffic Modificatlons H-03 Off Sfle South Bound Left Tum Lane i LS
12 Off Site Traffic Modifcations H-03 Off Stte New Traffic Si nal at I-5 South Bound Ramps and Ba Boulevard 1 LS
12 Off Site TrafFlc Modifications H-03 OR Site ~ Install Si nalization at H street Intersection 1 LS
120ff Site Traffic Modifications H-03 Off Slte Widen Bay BOUlevaN 1,238 LF
13 Park Im rovements H-03 H-9 Site Park Im rovements Allowance to H-9 Site 1 LS
13 Park Im rovements H-03 H-9 Slte 25' Wide Stamped Concrete Walkwa Promenade 1,200 LF
13 Park Im rovements H-03 H-9 Site Lawn 25,000 SF
Page 21 of 25
3-60
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION
13 Park Improvements
13 Park Im rovements
13 Park Im rovements SITE
H-03
H-03
H-03 LOCATION
H-9 Site
H-9 Site -
H-9 Site - ITEM DESCRIPTION
Shmbs and Ground Cover
Landsca a Park Irri ation
Park Benches Quan6
10.000
35,000
12 Unit
SF
SF
FA
13 Park Im rovements H-03 HP-tIH-B Site Trees 220 EA
13 Park Improvements H-03 HP-1/HA Site Palms 50 EA
13 Park lm rovements
13 Park Im rovements
13 Park Im rovements H-03
H-03
H-03 HP-1M-8 Site
HP-1M-8 Site
HP-1/H-8 Site ' Lawn
25' Wide Stam ed Concrete Walkwa Promenade
Shrubs and Grountl Cover 320,000
3,850
43,560 SF
LF
SF
13 Park Im rovements
13 Park Im rovementr
13 Park lm rovements H-03
H-03
H-03 HP-11H-8 Site ' -
HP-1IH~ Site
HP-1/H~Site Tat Lots
Rest Room BuiWin
- Drinkin Fountains 1
2
3 EA
EA
EA
13 Park Improvements
13 Park Im rovements
13 Park Improvements H-03
H-03
H-03 HP-1/H-0Site
HP-1IH-8 Site
HP-t/H-8 Sile Park Si na e
Allowance for Shoreline Park Im rovements
Handica Si na e, Rams 1
1
1 LS
LS
LS
13 Park Im rovements H-03 HP-1/H-e Site Park Trails 1,000 LF
13 PaAc Im rovements H-03 HP-1/HA Site Park Benches 39 EA
13 Park Im rovements H-03 HP-11H-8 Site Trash Rece tacles 5 EA
13 Park Im rovements
13 Park Im rovements
13 Park lm rovements H-03
H-03
H-03 HP-11H-8 Site
HP-1IH-8 Site
HP-1IH-8 Site Park Kiosk
Picnic Areas 50' Diameter
Public Art 1
3
1 EA
EA
LS
13 Park Improvements H-03 HP-1/H-8 Site Bike Racks 4 EA
t3 Park Im rovements H-03 HP4/H-8 Slte. Inte relive Si na e - - 1 LS
13 Park Im rovements
13 Park Im rovements
13 Park Im rovements H-03
H-03
5-2 HP-t/H-8 Site
HP-1/H-8 Site
S-2 Site Park Li htin
Landsca a Park Ini anon
Screen Fence at Berm 1
420,000
2,748 LS
SF
LF
13 Park Im rovements S-2 5-2 Site Trees 1 ~ EA
13 Park Improvementr S-2 S-2 Site Palms ~r 40 EA
13 Park Im rovements S-2 S-2 Site Lawn 85,000 SF
13 Park Im rovements S-2 S-2 Site Paved Walk 20,000 SF
13 Park Im rovements
13 Park Im rovements
13 Park Im rovements S-2
S-2
S-2 S-2 Site
S-2 Site
S-2 Site Shrubs and Ground Cover
Rest Room Buildin
Drinkin Fountains 87,120
2
3 SF
EA
EA
13 Park Im rovements S-2 S-2 Site Park Si na e 1 LS
13 Park Im rovements S-2 S-2 Site Hantliw Si na e, Rams t LS
13 Park Im rovements S-2 S-2 Slte Park Trails 15,000 LF
13 Park Improvements
13 Park Im rovements
13 Park Improvements S-2
S-2
S-2 S-2 Slte
S-2 Site
S-2 Site Park Benches
Trash Receptacles
Park Kiosk 10
5
1 EA
EA
- EA
13 Park Improvements S-2 S-2 Site Picnic Areas 50' Diameter 4 EA
13 Park improvements
13 PaB Im rovements S-2
S-2 S-25ite
S-2 Site Public Art
Bike Racks 1
3 LS
~
13 Park Improvements S-2 5-2 Slte Inte relive Si na e 1 LS
13 Park Im rovements S-2 S-2 Site Park Li htin 1 LS
13 Park Im rovements S-2 S-2 Site 8' Witle Trails 4,500 LF
13 Park Im rovements
13 Park Improvements
14 Hazmat Earthwork S-2
S-2
H-15 S-2 Slte
S-2 Site
A Street H-15 Lookout Area
LarWSCape Park Irrigation
Hazmat TesUn and Sam Iln 3
217,800
15 ~
SF
DAY
14 Hazmat Earthwork H-15 A Street H-t5 Remove Hazmat Earthwork 220 CY
14 Hazmat Earthwork H-15 A Street H-15 Haul Hazmat Earth Off Site Class 1 220 TCY
14 Hazmat Earthwork SP-3 F Street SP-3 - Haul Hazmat Earth Off Sde Class 3 24 TCY
14 Hazmat Earthwork SP-3 F Street SP-3 Remove Hazmat Earthwork 24 TCY
14 Hazmat Earthwork
14 Hazmat Earthwork
14 Hazmat Earthwork S-3
S-3
SP-1 F Street S-3
F Street S-3
SP-1 Site Haul Hazmat Earth Off Site Class 3
Remove Hazmat Earthwork
Haul Hazmat Earth Off Site Class 3 15
15
BO TCY
TCY
TCY
14 Hazmat Earthwork SP-1 SP-1 Site Remove Hazmat Earthwork 80 TCY
14 Hazmat Earthwork S-2 S-2 SHe Haul Hazmat Earth Off SRe Class 3 173 TCY
14 Hazmat Earthwork S-2 5-2 Site Remove Hazmat Earthwork 173 TCY
14 Hazmat Earthwork SP-3 SP-3 Site Haul Hazmat Earth Off Stte Class 3 101 TCY
14 Hazmat Earthwork SP-3 SP-3 Sife Remove Hazmat Earthwork 101 TCY
14 Haunat Earthwork
14 Hazmat Earthwork
14 Hazmat Earthwork S4
S-1
S-3 5-1 Site
S-1 Site
S-3 Site Haul Hazmat Earth Orr Site Class 3
Remove Hazmat Earthwork
Haul Hazmat Earth Off Site Class 3 156
156
28 TCY
TCY
TCY
14 Hazmat Earthwork S-3 S-3 Site Remove Hazmat Earthwork 28 TCY
14 Hazmat Earthwork H-03 E Street H-3 Haul Hazmat EaM Off Stte Class 3 50 TCV
14 Hazmat Earthwork H-03 E Street H-3 Remove Hazmat Earthwork 50 TCY
74 Hazmat Earthwork H-03 H Street H-3 Haul Hazmat Earth Off Stte Class 3 24 TCV
14 Hazmat Earthwork H-03 H Street H-3 - Remove Hazmat Earthwork 24 TCV
14 Hazmat Earthwork H-03 H Street H-18 Haul Hazmat Faith Off Site Class 3 20 TCY
14 Hazmat Earthwork H-03 H Street H-18 Remove Hazmat Earthwork 20 TCV
14 Hazmat Earthwork H-03 C SVee[ H-08 Haul Hazmat Earth Off Site Class 3 18 TCY
14 Hazmat Earthwork H-03 C Street H-18 Remove Hazmat Earthwork 18 TCY
14 Hazmat Earthwork H-03 H-3 Site Haul Hazmat Eanh Off Ske Class 3 192 TCY
14 Hazmat Earthwork H-03 H-3 Slte Remove Hazmat Earthwork 192 TC7
14 Hazmat Earthwork H-t5 J Street H-15 Haul Hazmat Earth Off Sile Class 3 32 TCV
14 Hazmat Earthwork H-15 J Street H-tS Remove Hazmat Earthwork 32 TCV
t a Havmar Eanhwork M-14 J SVeet H-14 Haul Haanat Earth Off Site Class 3 35 TCV
Page 22 of 25
3-61
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION SITE LOCATION I TEM DESCRIPTION Quanti Unit
14 Hazmat Eanhwork H-14 J Street H-14 R emove Hazmat Earttrwmrk 35 TCV
14 Hazmal Earthwork H-21 Marina Wa HQ1 H aul Hazmat Earth Off Site Class 3 92 TCV
14 Hazmat Earthwork H-21 Marina Wa H-21 ~ R emove Hazma[ Earthwork 92 TCY
14 Hazmat Earthwork H-14 MarinaPadcwa H-13tH-14 H aul Hazmat Earth Off Site Class 3 265 TCY
14 Hazmat Eanhwork H-14 Marina Parkwa H-13/H-14 R emove Hazmat Earthwork 265 CY
14 Hazmat Earthwork H-14 Marina Parkwa H-13/H-14 H azmal Testin and Sam tin 3 DAY
14 Hazmat Earthwork H-13 H-13 Site R emove Hazmat Earthwork 60 TCV
14 Hazmat Earthwork H-13 H-1381te H aul Hazmat Earth Off Site Class 1 60 TCV
14 Hazmat Earthwork H-13 H-13 Site H azmat Testi and Sam tin 1 DAY
14 Hazmat EaMwork H-14 H-14 Site R emove Hazmat Earthwork 28 TCY
i14 Hazmat Earthwork H-14 H-14 Site H aul Hazmat Earth Off Site Class 3 28 TCY
14 Hazmat Earthwork H-14 H-14 Site H azmal Testin and Sam tin 3 DAV
14 Hazmat Earthwork H-23 H-23 Site R emove Hazmat Earthwork 80 TCY
14 Hazmat Earthwork H-23 H-23 Site H auf Hazmat Earth OH Site Class 3 80 TCY
14 Hazmat Earthwork H-23 H-23 Site H azmat Testin and Sam tin 2 DAY
14 Hazmat Earthwork H-23 A Street H-23 H aul Hazmat Earth Off Site Class 1 85 TCY
14 Hazmat Earthwork H-23 A Sheet H-23 R emove Hazmat Earthwork 85 TCY
14 Haanat Eanhwork H-23 A Street H-23 H azmal Testin and Sam tin 10 DAY
14 Hazmat Earthwork H-23 CStreet H-23 Remove Hazmat Earth at Lift Station 1,268 TCY
14 Hazmat Earthwork H-23 CStreet H-23 Remove Hazmat Earthwork 210 TCY
14 Hazmal Earthwork H-23 CStreet H-23 Haul Hazmat EaM Off Site Class 1 210 TCY
14 Hazmat Earthwork H-23 CStreet H-23 Hazmat Testin and Sam tin 20 DAY
14 Hazmat Earthwork H-23 H Street H-23 Remove Hazmat Earthwon< 90 TCV
14 Hazmat Eanhwork H-23 H Sheet H-23 Haul Hazmat Earth OH Site Class 1 90 TCY
74 Hazmal Earthwork H-23 H Street H-23 Hazmat Tesen and Sam tin 2 DAV
t4 Hazmat Eanhwork H-15 J Sheet H-15 Hazmat Testin and Sam Iln 5 DAY
14 Hazmat Earthwork H-23 Marina Parkwa H-23 Remove Hazma[ Earthwork 39 TCV
14 Hazmat Earthwork H-23 Marina Parkwa H-23 Haui Hazmat EaM Off Site Class 3 39 TCY
14 Hazmat Earthwork H-23 Marina Parkwa H-23 Hazmat Testin and Sam tin 10 DAY
74 Hazmat Earthwork H-14 Manna Parkwa H-13/H-14 Haul Hazma[ Earth Off Site Class 1 - 31 CV
14 Hazmat Earthwork H-14 J Street H-14 Haul Hazmat Earth Off Site Class 3 24 CY
14 Hazmat Earthwork MT H-03 Manna Parkwa H-13/H-14 Remove Hazmat Earth al Micro Tunnel Shaft 42 TCY
14 Hazmat Earthwork MT H-03 Manna Parkwa H-13/H-14 Haul Hazmat Earth Off Site Class 3 42 TCY
14 Hazmat Earthwork MT H-03 Manna Parkwa H-13/H-14 Hazmal Testin and Sam tin 10 DAY
14 Hazmat Earthwork M7 H-03 Manna Parkw H-23 Remove Hazmat Earth at Micro Tunnel Shaft 131 TCV
14 Hazmat Earthwork MT H-03 Marina Parkwa H-23 Haul Hazmat Earth Off Site Class 3 131 TCY
14 Hazmat Earthwork (MT) H-03 Marina Parkway H-23 Hazmat Testing and Sampling 10 DAY
15 Hazmat Dis osal Fee H-15 A Street H-15 Hazardous Earth Dis osal Fee At Kettleman Ci 220 TCV
15 Hazmat Dis osal Fee SP-3 F Street SP-3 Hazardous Eanh Disposal Fee At Kettleman Ci 24 TCV
15 Hazmat Disposal Fee 5-3 F Street 5-3 Hazardous Eanh Disposal Fee At Kettleman Ci 15 TCY
15 Hazmat Dis osal Fee H-03 H Street H-18 Hazardous Earth Dis osal Fee At Kettleman i 20 TCY
15 Hazmat Disposal Fee H-03 H Street H-3 Hazardous Earth Dis oral Fee At Kettleman CI 24 TCY
15 Hazmat Dis osal Fee SP-3 SP-3 Sita Hazardous Earth Dis osal Fee At Kettleman Ci 101 TCY
15 Hazmat Dis sal Fee SP-1 SP-1 Site Hazartlous Firth Dis osal Fee At Kettleman CI 80 TCV
t5 Hazmat Disposal Fee 5-3 S-3 Slte Hazartlous Earth Disposal Fee Af Kettleman CI 15 TCV
15 Hazmat Dis osal Fee H-14 J Street H-14 Hazardous Earth Disposal Fee At Kettleman CI 35 TCV
15 Hazmat Dis osal Fee H-18 CStreet H-18 Hazardous Earth Dis osal Fee At Kettleman Ci 1B TCY
15 Hazmat Dis osal Fee H-03 E Street H-3 Hazardous Earth Dis osal Fee At Kettleman Ci 50 TCY
15 Hazmat Dis osal Fee H-15 J Street H-15 Hazardous Eanh Dis osal Fee At Kettleman Ci 32 TCY
15 Hazmat Dis osal Fee H-23 H-23 Site Hazardous Earth Disposal Fee At Kettleman Ci 80 TCV
15 Hazmat Dis sal Fee H-03 H-3 Site Hazardous Earm Disposal Fee At Kettleman CI 192 TCY
15 Hazmat Dis osal Fee H-14 H-14 Site Hazartlous Earth Dis osal Fee Al Kettleman Ci 28 TCY
15 Hazmat Dis osal Fee H-23 A Street H-23 Hazardous Earth Dis oral Fee At Kettleman Ci B5 TCV
15 Hazmat Disposal Fee H-23 CStreet H-23 Hazardous Earth Dis osal Fee At Kettleman Ci 210 TCV
15 Hazmat Disposal Fee S-2 5-2 Site Hazardous Eanh Dis osal Fee Af Kettleman Ci 173 TCY
15 Hazmal Dis osal Fee S-1 S-1 SRe Hazardous Earth Dis oral Fee At Kettleman Ci t56 TCY
15 Hazmat Dis osal Fee H-13 H-13 Site Hazardous Earth Dis osal Fee At Kettleman Ci 60 TCY
15 Hazmat Dis osal Fee H-23 H Street H-23 Hazardous Eanh Dis osal Fee Al Kettleman Ci 90 TCV
15 Hazmat Disposal Fee H-21 Marina Wa H-21 Hazartlous Earth Dis osal Fee Af Kettleman Ci 92 TCV
15 Hazmat Dis osal Fee MT H-14 Manna Parkwa H-13tH-14 Hazardous Earth Dis osal Fee At Kettleman Ci 265 TCV
15 Hazmat Disposal Fee (MT) H-23 Manna Parkway H-23 HazaMOUS Earth Disposal Fee At Kettleman Clty 39 TCY
tb Water Quality 5-2 E Street H3-52 Bioretention Unit 20 EA
16 Water Ouali 5-2 EStreet H3-S2 D Weather Flow Diversion 3 EA
16 Water Ouallry S-2 E Street H3-S2 BiofilUatlon Swale With Liner 1,150 LF
16 Water Quali S-2 EStreet H3-S2 Dewafedn Testin and Sam tin 12 DAV-
i6 Water Ouali S-2 E Street H3-52 Detention Basin 2 EA
16 Water Oualit H-15 A Street H-15 Bioretention Unit 8 EA
16 Water quali H-23 A Street H-23 D Weather Fiow Diversion 2 EA
16 Water Quali H-23 A Street H-23 Bioretention UnR 4 ~
16 Water Ouali H-23 CStreet H-23 D Weather Flow Diversion 3 EA
16 Water Ouali H-23 C Sheet H-23 Bioretention Unit 8 ~
16 Water Oualit H-23 CStreet H-23 D Weather Flow Diversion 3 EA
16 Water Oualit H-23 CStreet H-23 Biofilfra8on Swale With Liner 520 LF
1fi Water OUalit H-23 CStreet H-23 Detention Basin 2 ~
16 Water Oualit H-03 E Street H-3 D Weather Flow Diversion 4 EA
16 Water Qualit H-03 E Street H-3 Biof ltration Swale Wlth Liner 600 LF
Page 23 of 25
3-62
EXHIBIT C
PUBLIC IMPROVEMENTS
DIVISION SITE LOCATION ITEM DESCRIPTION Ouan6 Unit
16 Water Ouallt Si EStree[52-15 Biorefention Unit 4 EA~
i6 Water Ouallt S1 EStreetS2-15 `.D Weather Flow Diversion 2 EA
i6 Water Cuall S-2 S-2.Site Post Construction Sand Filters 1 EA
16 Water Duali H-03 G Slreel H-3 Biol'iltra6on Swale With Liner 500 LF
i6 Water Ouall H-23 H Street H-23 ' Bicrefention Unit 4 ~
16 Water Quali H-23 'H Street H-23 - D Weather Flow Diversion 2 ~
16 Water Quali H-03 H Street H-3 ' Biorefention Unit 6 EA
i6 Water Ouali H-03 HStreel H-3-- : D Weather Flow Diversion 3 EA
16 Water Ouali H-03 H Street H-3 Biofiltra6pn Swale Wrth Liner 1,000 LF
i6 Water Ouall H-03 H Street H-3 Detection Basin 3 ~
16 W a[er Quali H-03 H-3 Site Post Constmction Sand Filters 1 ~`
i6 Water Qualil H-15 J Street H-15 Biorelendon Unit 4 ~
16 Water Qualit H-15 J Street H-15 D Weather Flow Diversion 2 EA
16 Water Qualit H-23 Marina Parkwa H-23 Biorefention Unit 4 ~
16 Water Qualit H-23 Marina Parkwa H-23 D Weather Flow Diversion 6 ~
16 Water Cuali H-23 Marina Parkwa H-23 Biofltratlon Swale With Liner 920 LF
i6 Water Ouali H-23 Marina Parkwa H-23 Detention Basin 2 ~
16 Water Quali H-21 Marina Wa H-21 Biorefention Unit 6 EA
16 Water Quali H-23 H-23 Slle Post Construction Sand Filters 1 ~
16 Water Ouali S-2 S-25ite Biorefention Unit 0 EA
16 Water Quali H-03 ESlreet H-3 Biorefention Unlt 4 ~`
16 Water Qualm H-03 H-35ite Biorefentidn Unit 0 EA
16 Water Quali H-03 HP-1/H$Site Bloretention Unit 2 EA
16 Water Qualit SP-3 SP-351te Biorelention Unit 1 ~`
16 Water Qualil SP-3 F Sheet SP-3 Biorefention Unit 2 ~
16 Water Quali S-3 F Street 5-3 Bloretention Unh 8 ~
16 Water Qualit H-03 C Street H-18 Biorefention UnH 4 ~
16 Water Qualit H-14 Manna Parkwa H-13/H-14 Biorelention Unit 8 ~
16 Water Quality H-14 JStreet H44 Bloretention Unit 4 ~
t? Dewaterin H-03 A Street H-15 Dewaterin Testin antl Sam tin - _ W DAY
17 Dewaterin H-23 A Street H-23 Dewaterin Testin antl Samptin 5 DAY
17 Dewaterin H-03 C Sheet H-18 Dewatedn Testin and Sam tin 4 DAY
17 Dewaten H-23 C Street H-23 Dewaterin Testin and Sam tin 3 DAY
17 Dewaterin H-03 E Slreel H-3 Dewaterin Testin and Sam tin 4 DAY
' 17 Dewaterin H-14 J Street H-14 Dewatedn Tesfin and Sam tin 10 DAY
17 Dewaterin S-2 E Street 52-15 Dewaten Tesfin and Sam tin 3 DAV
17 Dewaterin H-03 H Saeet H-16 Dewaterin Testin and Sam Iln 3 DAY
17 Dewaterin H-23 H Street H-23 Dewaterin Testin and Sam tin 4 DAV
17 Dewaterin H-03 H Street H-3 Dewaterin Testi and Sa tin 5 DAY
17 Dewaterin H-15 J Street H-15 Dewaterin Tesfin and Sam Iln 10 DAV
17 Dewatering H-23 Manna Parkway H-23 Dewatering Testing and Sampling 10 DAY
17 Dewaterin H-23 Manna Parkwa H-23 Protect Existin "L" Ditch Channel 1 LS
17 Dewaterin H-03 Sde Easement H-3 Dewaterin Tesfin and Sam tin 5 DAY
170ewaterin SP-3 SP35ite Dewaterin Testin antl Sam tin 2 DAY
17 Dewaterin SP-3 ESlreet SP-3 Dewaterin Testin and Sam tin 2 DAY
17 Dewaterin S-3 FStreet S-3 Dewaterin Testn and Sam tin 3 DAY
17 Dewaterin H-14 Marina Parkwa H-13/H-74 Dewatedn Tesfin antl Sam tin 4 DAV
17 Dewaterin H-15 Marina Parkwa H-13TH-14 Dewaterin Tesfin and Sam tin 4 DAY
17 Dewaterin MT H-23 Marina Parkwa H-23 Protect Existin "L" Ditch Channel 1 LS
17 Dewatering (MT) H-23 Marina Parkway H-23 Dewatering Microlunnel Shak 3 ~
18 Biolo ical Miti anon S-2 E Street H3-52 Restore Coastal Sa e/Native Grassland 4.3 AC
18 Biolo ical Mitl efion S-2 E Street H3-S2 Restore Coastal Salt Marsh 5 AC
18 Biolo ical Miti a[ion 5-2 E Street H3S2 Wetland Enhancement 2.1 AC
10 Blolo ical Miti anon 5-2 5-2 Site fi' Hi h Berm at SP-1 Buffer 2,748 LF
1 B Biolo icel Miti anon S-2 E Sheet S2-I5 Restore Coastal Sa e/Native Grassland 13.4 AC
18 eiolo ical Miti anon S-2 E Sheet 52-15 Enhance Ri anon 3
4
3 AC
AC
16 Biological Mitigation S-2 E Street S2-IS Enhance Coastal Brackish Ntarsh .
19 Micro Tunnelin Storm Draina a H-23 Marina Parkwa H-23 Micro Tunnelin 84" Sorm Pie 355 LF
19 Micro Tunnelin Stonn Draina a H-23 Manna Parkwa H-23 Micro Tunnel Shaft 2
05 ~'
LF
19 Micro Tunnelin Stortn Draina a H-23 Marina Parkwa H-23 Micro Tunnelin 96" Storm Pie 3
19 Micro Tunnelin Storm Draina a H-23 Manna Parkwa H-23 Micro Tunnel Shaft 2 E4
LF
19 Micro Tunnelin Storm Draina a H-14 Manna Parkwa H-13/H-14 Micro Tunnelin 48" Stortn Pie 290
19 Micro Tunnelin Storm Draina a H-14 Manna Parkwa H-13/H-14 Micro Tunnel Shaft 2
260 ~
LF '
19 Micro Tunnelin Storm Draina a H-14 Manna Parkwa H-13/H-14 Micro Tunnelin 60' Storm Pie
19 Micro Tunnelin Stortn Draina a H-14 Marina Parkwa H-13TH-14 Micro Tunnel Shaft 2 EA
19 Micro Tunnelin Storm Draina e H-23 Marina Parkwa M-23 Micro Tunnelin 60" Storm Pie 90 LF
19 Micro Tunnelin Stortn Draina a H-23 Manna Parkwa H-23 Micro Tunnel Shaft - 2 EA
19 Micro Tunnelin Stortn Draina a H-14 Manna Parkwa H-13M-14 Micro Tunnelin 42" Storm Pi 50 LF
19 Micro Tunnelin Storm Draina a H-14 Manna Parkwa H-13M-14 Micm Tunnel Shaft 2 ~
19 Micro Tunnelin Storm Draina a H-23 Manna Parkwa H-23 Micro Tunnelin 36" Storm Pie 85 LF
t9 Micro Tunnelin Stonn Draina a H-23 Manna Parkwa H-23 Micro Tunnel Shaft 2
0 ~
LF
19 Micro Tunnelin Sipnn Drainage H-23 Manna Parkwa H-23 Micro Tunnelin 80" Storm Pie 9
19 Micro Tunneling Storm Drainage H-23 Marina Parkway H-23 Micro Tunnel Shag 2 ~
20 Parkin Lots H-03 C Street H-t8 Slreel and Utili Crossin Allowance at H-18 Site 1 LS
20 Parkin Lots H-03 H-18 Site New Parkin Lot and Improvements on H-18 1,10 0 SPACE
u_na HP_11HA Aifu New Parkins Lot and Improvements on HP-1 23 7 SPACE
Ic ra, „yim ~ -_ i ____ ,
Page 24 of 25
3-63
EXHIBIT C
PtiRi.i(' IMPROVEMENTS
DIVISION
20 Parkin Lots SITE
SP-3 LOCATION
SP-3 Site ITEM DESCRIPTION -
New Parkin Lot and Im rovemenis on SP-3
2
5 Quantl
30
216 Unit
SPACE
SPACE
20 Parking Lats -
21 Boa aN 5-2
H-03 5-2 Site
8oa rd -
New Parking Lot and Improvements on
Add New Chain Link Fence 10' Hi h Alon New E SVeet
d 480
100
5 LF
SF
21 Boa aM
21 Boa b
21 Boa b
21 Boat b
21 Boa and
21 Boatyard
22 Fire House
22 Fire House H-03
H-03
H-03
H-03
H-03
H-03
H-03
H-03 8oa b
Boa aM
Boa rd
Boa rd -
Boa rd
Boatyard
Off Site
Off Site in
Add New Concrete Foundaton Slab for FxisGn Metal Buil
Disconnect Fxistin Metal Buildin and Relocate to New Foundation
Misc. Re air to Existin As halt Pavement
Remove As haft Pavement for New E Street
Remove As halt and Pre are for New Buildin Foundation
Remove Existing Concrete Building Foundaton
Allowance for Fire House
Fire Station Concrete Dnve ,
1
1
43,953
4,500
5,100
26,000
33
000 LS
LS
SF
SF
LS
SF
SF
22 Fire House
22 Flre House H-03
H-03 Off Site
OfF Slte Fire Station CMV Secudt Wall
Fire Station Sidewalks ,
5,950
900 SF
SF
22 Fire House
22 Fire House
22 Fire House H-03
H-03
H-03 Off Slte .
Off Site
Off Site Fire Station Plaza
Fire Station Landsca
Miscellaneous Site Work Allowance 4fi,710
1 SF
LS
Page 25 of 25
3-64
EXHIBIT D
CVBMP Master Calendar for Financing Agreement
l0 lasx rvame
REMEDIATION 1 SRE DEVELOPMENT PREPARATION ( esponsible Party)
_ 89 95 moos;
. _"
Wed 2116/11',
.. '__-
Thu 114/181 _ ... -
_ _ _
2 PACIFICA SITE PREPARATION : 34.35 moos, Wed 2116!11 Tue 1011113 i
Srte Grading (Distnct) - _ 'i
- 12 moos! Tue 1/17/12
~ Sat 1211 5/12 _
a _
_
-- Remove Monitonng Wells (D S1ncUGoodrich) - __ 24 moos, Wed 7J16/11
. Sat 12/15/12, -
~ Removal of Structures (Dlstdct) _ _ _--.___ _ 18 moos Wed 8/3/11 _ Sat iZ15/72. _
__
~ - - H SVeat 6dension Cunstruction District _ __
( ) _. __ 2fi2 da s,
._ Y _ Tue 10/7112 i
__ Tue 10/1/13
_
-
_ _
SWEE7WATERDISTRICT PREPARATION I 18 moos .Wed B/3l11 Sat 1217912
Demolish Foundatton SlahdExisting SVuctures (Pacifca) _ 18 moos Wed 813/11 _ Sat 12/15/12 82FF
FORMER SOUTH CAMPUS REMEDO\TION (DistnctlGaodnch) 89 95 mans _ Wed 2/16/11 Thu 1IN78
~
and RAP
Complete Feasiblllty Study 19 moos _ Wed 716/11 , Sat 12/15!12 _
_ _ _-
n _
_ _ _
RWOCB Approves R4P (prelirninary immunity granted) -_
-- _ 0 moos _
~ Sat 12/15/12 -Sat 12!15/12 10, _
12 Rewse Master Calendar (DistrlcUCity/PaciOCa)
---" ---- 7mon Tue it/20/12
`
T Sat 12/15/12
12115/12;
-
Excavate 7 Remaining VOC Areas -
- - -__- 6mans
_ - ue 7/3/12, Sat
.. _..._
to Monitor Dunng Slab Removal__ _.._ __ _ _ 24 moos _;
Wed 2/16/11 Sat 12/15/12
_ _ _.. - __
~
s -
~In 9lu Groundwater &oremediatlon Pilot Tast
-- 18 moos -
Wed 8/3/11 I_ _Sat 12/15/12 _
_
_
dwaler Treatment
P Y
r pq j ~
- Sat 12/75/12
lnSiiu Sreatmeni
Groundwater Source Area moos ~ `Ned 2116/1
_ Sat t2/15/12
_
__
-- Groundwater MOmtonrg
~ __ 66 moos Sat 72115/12 _ _ Thu t/4/18_ _ ,_
1s _
_
~ RWC1C6 Issues No Further Action Letter re: Soils _ 0 moos
- _Sat 12175/12 Sat 12/15/12_10_
z5 __ I
NEGOTIATED AGREEMENTS ~ 60.1 moos
_ __TUe 6130/09
- Fn 1131/14 __ __
-
1 _ __
RT APPROVALS _
PO _ 5__9.85 mans Tue 7R/09 _
- - Fr11/31/14 _
_
-
_
- Land Exchange Agreement (Port+pacdiea) -. _ ... 210 edays Tue 7/7/09 Tue 212/10
23 _
Bayfront Coalition Agreement (Pan+Gty+BFCJ 238 edays _ -Tue 9/8/09 _ Tue 5/4/10
< _
- 2nd Amendment to Relocation Agreement (Port+GTy+Goodnchi ~
-
~ _ 210 etlays-
~ __ Tue 7/7/09
~ _ Tue 2/2110,_ .
25 _
Flnancmg Agreement ~PoMCily) _
~
~- ~
- 307 edays-
~ _
_Tue 5/10111
-~ Tus 3/6/12 - - _.
s _ _
_
~ ~Jomt Powers Agreement (Port+City)
_ _ 12 moos Man 3/M13 _Fri 1/31/14 J9
Z CITY APPROVALS fi0 1 moos Tue fi130/09 ( Fri 1/}1/14 _ _
e _ ~ Bay6ont Coalition Agreement (Port+City+EFC)_
~ 245 edays
~ ~ _Tue 9/1!09 Tue 5/4/10 - _ _ _ _
T
2
21
0
s 2nd Amendment to Relocation Agreement (Port+City+Gooddch) 217 edays Tue 6!30!09
-- _
1
_ _ ,
ue
1
~~
Cooperative RemediaM1On Ag2ementfGly*Goodnch)_-_ _ 245 etlays.
- Tue 8/18/09, . Tue 4/20710
_
-
-
_ __
Goodrich Development AgreementAmandmen((Coy+Goodriph) 245 ed~s~_
_ __TUe 7/7109 _
Tue 3/9110
_ _ _ ..
--FinanGng Agreement (Port+Cltyl _ 308 edays Tue S/101111 __Tue 3/13A2 _
Joint Powers Agreement (Pon+Gty) _. _ 12 moos ,Mon 3/M13_ Fn 1131114.79 „.
s2 --~ ~~Pacifica Deveopment Agreement(City+Pacifirz-concurrentwith#111) ___ _165 mans. _ - Fn M27f12_ Thu Bl1/13 i__ _-_
PORT EIR CERTIFICATION!PROJECT APPROVALS. „___ _ .265 moos Wed 4R110 _ Fr16/16170
30-day PMPA Noticing _ _ 30 days; _ __Wetl 4R/10 _ _Tue 5/18/10 -,_. _ - _
-
s -18-day RTC Circulallon Pnor to BPC Heanng _ 10 days Wetl 5/5/10 Tue 5/18/10 _ _
3e 8PC Public Hearing/Actions 0 moos Tue 5118110 Tue 918120 38,37
Certify EIRIAtlopt Findings SOC and MMRP
r
- ~ _ 0 tlays Tue 5/18/10 Tue Sf18/10 -._
T
5/18/10 39
APProve FlnanLinglMDU Agreements _ - _ _ _ 0 days _ Tue 5118/10,..
' ue
_ _.. -
.
a1 -- Direct Filing o(Land Exchange w/SLC Odays Tus 5118/10
,-_ _TUe 5/18/1039-_ _ --_
_
___
Direcl Filing o(PMPA wf CCC (select~oject), _,.~ - ~
- _ O days Tue 5/18/10 _ _Tue 5/18/10.39 -
a _ _
Dvect Flling of Notice of Determination _ _ 0 days _Tue 5/78!10 _
~ _ Tue 5/18/10 39 _ _
-
30-day Appeal Penod __. _. __. -_ _, 30 edays-. _Wetl 5119/10 Fn 6/18A038FF+31 edays.. _
~
a5 CITY PROJECT APPROVALS
' - 3 mousy MOn 4/910,
- Fr16125120 __ _ -
_
~
~
as ~ Submittal of Applica4on - _ _ 30 edays _ Mon 4/5/10
~ _ Wed 5!5/10
.
~
_-Prepare LCL/GPAIMSCP Document Package/Report __. :_
-
_ 30 edays_
_
_ Mon 4/5lt0 _ _
__Wed SlSI10
.,__ _ _ _-
/5/10
4e Prepare PC/CC Package/Reports
_ _ ____ ~._
30 eda s
~' ;
Mon 4/5/10 ~
__
~
- _-
-Wed 5
- -
as .
_
Commission Hearing Notice {10d)
Plannmg 11 edays- Fn 4123/10 i Tue 5/4/10
_
Planning Commission Heanng (Wed) _ _ _ _ - 0 days __Tue 5/18/10 _ _Tue 5/18110.49 -.. _ _
__
City Council Hearing Notice (10d) _ ___
_ _ 11 edays
Fri d/30/10
Tue 5/11!10 _
52 -
ring/Actions (TUesl --
ea
City Counal H __
0 moos __ _
ue _Tue 918/70 52 _
'
53 _
_
APProve GPA5PA4CPA
-
_..
y _ Tue 5It8/10
S1
_ --
5a -
City Council Secontl Readmg
_-
- 0 tla s
. Y~, Tue 5125/10
~' Tue 5!25/10 52FS+7 edays
-
ss __-_
_
(
)
r 3g eda
s VJed 5/26/10 Fn 8/25110 54F5+t eday _ -
_
COMM SSION PROCESSING
STATE LANDS 7t 95 moos: _Wetl 111}ryg ! _
~ -
Fd 12110120 _
~ ~ -
_
Prepare Application/Confer wllh SLC Staff -.. - fi mans Wetl 1113/10
- Tue fi/29i10
-
Formally SubmitApplicabon _ _ _
_ ~
-- _ 0 mans
- Tue fi/29/10 '
10' Tue 6/29/10 54FSN eday 22,41 57
12/10/10 ~
F
sa SLC Review and Approve Land Exchange
_ 6 mans, .
Tue 6/29/ ri
-
_.
- - __
COASTAL COMMISSION PROCESSING _ 95.95 mans,- _ Fn 6/4110,
~- Fn 3/7/13', -
__
-
_ _
~~ Pdrt and Gty Prepare Applica0iin(sNConfer with CCC Staff -
-- 11 emons.
`- _ Fn 6/4/10
t1` Mon 1A0/11 .
_ _
1/28/11 61
~- F
Formally Submit Applicationls)_ __ Omons _ Fri 7/28/ ri
___
_
sa CCC Review and Approve PMPFVModifletl LCPA _ _ t9 mans _ _MOn 1131/11 Thu 7/12112 82 _
~
_
Y PROCESS: CCC MODIFICATIONS TO LCPA
C
IT 8 35 moos
- Fri 7/13122 _ Fn 3/7/f3
_ _ _ _ _
e5 _
_ _
_
_
Receive Mddificadons from CCC to LCP/SP/CPA
- 1 wk Fn 7/13/12 ~
-
- _
Thu 7(19/12 63
_ I
GtylPaciflra to Resyond to ModiFlraOOns _ _
_ ~
-- ~
-- _ 4 wks
- _
- Fn 7!20112
_ _Thu 8(16/12'._65_ _-. _
1
12 ~
-
s _
_ City to Evaluate If Mods Affect ~PA/MSDP 4 wks
-
~ ~ _ Fri 7/20/12
-
- _ _ - -_ _
_
_Thu 8/
6/
6 _
City/Applicant to Revrew GPA/MSCP Documents as Necessary 4 wks
- Fri 7/20!12
-
- Thu 6/16/12 _ ,
_- - - _
Additional Environmental Documenta0on as Required by CCC Moddica0on 20 wks
- Fn 7!20!12
_
_
' _ Thu 1216/12 65
_ - -
~ Prepare PC/CC Package/Report _
~ 20 wks
- Fn 7Y20/12 Thu 1116/12
1 _
~ ~ Planning Commission Heanng Nollce _ _ 10 edays _ Thu 7216/12 _ _Sun 12!16112 69 _
-
]s Planning Cemmission Hearing {Wed) _
0 days Sun 1211 fi/12~ Sun 12/16!12 71 _
_
-
--
_ _.__
City Council Heanng Notice (10d)_ 10 edays, Sun 12116/12. Wed 12/26712 72 _.. __
7a _ _ _
City CouncifHeanng (Tugs) _ _- 0 days- Wad 12/26/127.
` _Wetl 12/26/12 73
_.
7s _
- Resubmit to CCC ----
- 1wk,
~ Thu 12127112
- - Wed 1/2/13'74 -.
]s _ _- ~_" CCC ReviewlAGion- -- - - _ ___
~ ~
- __ 4wks: Thu t!3/t3'
3
- Wed 1130/13'.75 ..
311/13 76
F
_
Effective Penod (30 days)
--- - --- 30 edays,
-- Wetl 1/30/1
~.
.
` ri
_ _
7 -~-- Effective Date - - - - Odays_
- .. _ Fn 3/1/13
, Fn 3/1113,77 _. _ _
-
7 _
Certified LCPlSP/CPA-- -~- -- Odays', Fn 3/1/13 Fn 3/1113.78 _ _. _
REAL ESTATE TRANSACTIONIDEEO TRANSFERS ~ 37.5 mans, Thu 31M10'
- Fri 1/11113;- ___
Escrow Opens 30 d ys Aft fEx uti of La d E hone Agree - nt 0 moos Thu 314110:' Thu 3/4/10 i 22F$+30 edays
PRELIMINARY BEST ESTIMATE OF PROJECT SCHEDULE AND SEQUENCING
SUBJECT TO REVISION DEPENDING ON MARKET CONDITIONS Page 1 of 3
3-65
EXHIBIT D
CVBMP Master Calendar for Financing Agreement
iD a Name ourzoon sren rnisn rreaecessors
ez Escrow Closes Within 30 days of Conditions Prece_tl_eni _ __ 0 moos Sat 12/15/12 .Sat 12115/12:.59,4,3,11 19,38,5,25_
a Move Legislation for Trust Acquisition Parcels
- 1 man Mon 1917/12 Fn 1/11/13 82
__
-
Create Parcel Map and Cert of Compliance forTmsl Termination Parcels 34 moos Fn 5/14/10 Sat 1915/72 81SS 82FF
e5 PORT/CITY DEVELOPMENT ~
~ - 115.85 mans Tue 5/11/10 .Thu 3/21179 _ _ _
_
Complete Natural Resource Management Plan _ _ _ 3fi moos,, _ Tue 5/11/101 Tue 95/13 _ _
Complete Landscape Design Guidelines - _ - _ 3fi moos T_ue 5/11/10; Tue 2/5/13 _ _
Construct&Staff Bayfront Fue Station __ __ __ _ 24 moos`
- Fd1/30/15_. _Thu 11J1/t8 755FF
s H3/H23 RFP & Selection Process 12 moos Mon 314/13. Fn 1/31/74 63,79 _ -
TenanlNegohahons _. -_-_._ 6mons-_ Mon 2/3/t4 _ __ Fn 7/18/14.89 __
Desgn Signature Park and Buffers _ 18 moos _ Wed 2/6/73 _Tue 6/24/14 87 _
Process Coastal Development Permits
- 24 mans
-- Mon 7/2t/t 4.
- Fn 5/20/76 90,97 86 87
Commence and Complete Public Infrastructure 24 mans
'j Fn 1/30115', Thu 791/16: 152FF
ConstructSgnature Park and Buffers _
_
~ _ _ 76 moos Fn 1212/16
~ Thu 4/19118 8,156 _ -.
'
H3 Infrastructure Design B Ste Delivery Prep
_
- _ 6 mans
~ Mon 5/23/16 _ _ Fd 11/4/18
92_
s _
H3 Canstrucbon - - 30 moos_
~ Fn 12/916 _Thu 3/21 /19. 95,93 _
a~ __
_
- H23 Infrasthucture Design & Site Delivery Prep fi moos
~
- Mon 11/7/1fi ~.
~ Fn 4/27/17 92FS~6 moos
-
_
-H23 Constmctlon- 18 moos:.
~ Fnii/3/17 Thu 3/27/79.87,93,96FF
__ _
PACIFICA DESIGN PROCESS
- 1.545 mons
-~ _-Mori 314!73,_ Thu 5/8/14_ -___„___.-
t _ _
-Finale Development Program ~
- _ 60 tlays_ _ Mon 3/4/13 _ Fr15/24/13 79 _
-
t -
Develop Schmatic Archdeclual Plaris _._ _ _ _. 129 days _ Mon 5!27/73
' Thu 11/2V13 108687 _
_
t ~ - -Prepare Design Review Package _ -
-
- 120 days
~
- Fn i 1/22/73
.
- _ Thu 5/8/14,101
_ _
-
-.
_ -_
Prepare Preliminary TM _ 120 tlays
_ Fn 11/22/13 _
_
Thu 5/8/14;101
1 Prepare HLlT Application ____ _ __ __ 120 tlays _ _Fn 11/22/13_ Thu S/8/14,101 _ _ _ _
-
~
Prepare CDP application Package. _ __ __ -_ _- 120 days Fn 1112913 Thu 5/8/14.101
_
__ _-
s - p 9 Ty
I y
m
~ Thu 5/8/14 10.5 _ _
t EVELOPMENT PERMIT PROCESSING _
PACIFICA COA TALD 32.3
oos Thu 974113
: Thu 8/6/75
toe CITY PROCESS:CDP APPROVAI_hncluding TM) - 22.6 moos Thu 2114/13 Sun 77!9/74 _.
-- CDP/Design Remew/TM Procea7+Rng - _ _ _ _ 90 days, - Fn 5/9114
- Thu 9/11/14 10fi
-.
.___ __
Prepare PGCC Package/Repo~s _ _. 90 days _ Thu 2/14/13 Wetl fi/19113
1 t .
Plannng Commission Hearing Notice (10dj 10 etlays- . Thu 9111/14 Sun 9/21/14 109
-
n Planning Commisson Hearing (Wedgy -
~ 0 days Sun 9121/14
' Sun 9(21/14,111 _
is - Crry Councl Hearing Notice
_ __.
~~ 10 etlays Sbn 9/21174 Wetl 10/1/14 172
11 _
_ _ _ _ _ _
_ CITy Council Heanng (Tues)_
_ - - 0 days Wed 10/7114: _ W_ ed 10/7/14. 713 -_- _
-
t Action Sent to CCC
Notice of Final
- _ _ 7 tlays_
- Thu 10/974. Fn 10/70/14 114
-
-
-
--
t _
__APPeal Period (30 days) ---~~ ---- -. '..
30 etlays', Fn WI10/14 Sun 115/14116
_.
.
tn CCC PROCESS: COP APPEAL B moos Thu 70/974 Wed 5/13/75 -
tt _
-Pro/ect Appealed -- _~ _- ;,__ 10 days _ __Thu 10/2/14 Wed 10/15114114 _
~ -
1 _
_ ~ CCC Staff Prepares Staff Report _ ,_ : _. 45 days'.
~ _Thu 10/16/14;_ Wetl 1917/74 118
t ai Issue Heanng Docketed _
-
-
-Substanti _ 0 tlays:
~ _Wed 1917/74 Wed 1917/14 179 - -
t _
_
_
~ Prep for Hearing/Meet with Commissioners - ~ 30 days-, Thu 1918/14 Wed 1/28/15 120
1v Substantial Issue Heanng 0 days. Wed 1/28/15
- _Wetl 1120/15 -.,121 _ _ _
~ -
~
tz3 _ _ _
_
- -CCC Staff Prepares Staff Report -_
-- 45 des
Y
~ - Thu 1/29/15
~~ Wed 4/1/15.722 _ -
~~--
t ¢ -' - -_' _" -- _ __
__ __ De Novo Hearing Docketed __-__. Oda
s
_.. Y Wed 4/1115
- Wed 4/1/15,123
-.-- .---
4
1
-~
2 Commrssion Reproves Permit 0 tlays Wed 4/1/15
~ _
Wed 4/1115
2
tzs -' ' - -Commission prepares and forwards modiFlcaOpns ___. __ 30 tlays _Thu 4/9151 Wed 5/73/15.. 125
_. _..
1P CITY PROCESS: Post-CCC CDP APPEAL _ .3.05 moos Wed 5173175 Thu 816775 _
Receive Modifications from CCC 0 tlays
- -Wetl 5113/15
- Wed 5/13!15 126
-~
1 s _
Prepare Revised CDP/Design Review Package(TM as Necessary ,. 2 wks Thu 5/14/15',
- Wed 5/27/15. 128 _.
Prepare PC/CC Packa9elReports 2 wks i
~ _
Thu 5/28115 Wed 6/10/15 129 _
r Planning Commission Hearing Notice (tOd) 10 etlays
- _ _Wetl 5113/15' Sat 5/23/15 728 _ -
-
i _
- ~ Planning Commission Hearing Letl) 0 days Sat 5/23/15 _Sat 5/23115 X31
t _
-aTy Council Hearing Notice (10d) _ __ __
- - 10 adays Sat 5/23/15 Tue 6/915; 732 _
t City Council Heanng (TUes)
"-- ----- _--- 0 tlays Tue 6/915
-
' Tue 6/915 133
'
-
'
Resubmit to CCC iwk Wed 6/3/15
. . 134
Tue 6/9/75
t -_ -
CCC RemewlACbon gwks _ Wetl fiH0A5 Tue 7P/15',135
_..
-
is _ _ _ _ _
- Effecdve period (30 days) - ~. _ ~... _ , 30 adays _ ..Tue 7/7/151 Thu 8/6/15. 136 _
- Effective Date D days Thu 8/6/15.. Thu 8/6/15 137 _ _
-
-
-
_
-_-- -'-'- -_-
Certified CDP _
Odes
Y
- Thu e/6/15'
- Thu 8/6/15
.1.38
__
__
-
-~
~
t _ _ -
PACIFICA DESIGN ~EV/WORKING DRAWINGlBUILDING PERMR PHASE 17.25 moos Fn eA/15~ _
Thu 197776
_
_
- -
tat Complete CDP Prior to Issuance Conditions __-. -_-. _ 200 days __ Fn e/7/15 Thu 5/1916'.139
¢ nf
Architectural Design Developme __ 130 tlays
- _ Fn BR/15 ~. _ Thu 94/16 739 ___
-
.
t¢ _
Site Desgn Development ~ __ _ _
- ~ . 130 tlays.. _ Fn 8/7115' 199
Thu 9M16
_ _ _
-
¢^ ___
~ Structural Design Development ! 730 days Fd 6/7115' Thu 24/16'.. 139 -
Mechanical Design Development - _
- -
~- ',. _ 730 days,
- Fri 8!7175 Thu 94/161, 139
1 _
_
- Flnai Map/Filial Engineering (Stage_i) Preparefion_ 130 days
~_, Fn BA/13. ._ Thu 9M16;139 _ _ _
~
tm FNUGradin981mprovementPlans.(Stage /)Submittal __ Odays~ _. Thu 94/76_. _ Thu 94/16'74fi
_ _
-
--
t¢a ~ FM/Grading & Improvement Plans (Stage t) Permit Pmcessmg _
- - _ _ 85 days _ Fn 95176
~ Thu 6/916 147 _
-
1a - RWOCB 401 Permit Processing 85 tlays Fn 95/16 Thu 6/916;
147
t RWOCB 401 Permrt Issued 0 days _ _ Thu 6/2/tfi Thu 6/916 149 -
_ -
-
t Grading & Infrastructure Improvement Permits (Stage 7~ Issued - ~ 0 days Thu fi/916 Thu 6/916 141 148 45
Site Gmdin9 & Infrastructure Improvement (Stage./) Constmction j 130 daps, Fn 6/3/16 Thu 191/16, 151
t5s _
SIdgl Arch4ec[ura UStrvcturallMechamcaUElectrical GoesINCCIUnDocs
~ ~ 130 tlays; _ Fn 95/16 Thu 8/4!16,145
Bldg 1 Plan Check Submittal 0 days Thu 8IN16'. Thu 8/4/16;153
t rig _
Bldg 1 Building Permit PmcesSi _ 85 days'; Fn B/S116' _Thu 191/16 154
tss _
- Sldgt Bulding Permit Issued- _-_ ~__
_
- _ Odays
~ ~ _ _Thu 17J1/i 6' Thu 791/16155,88 _
t _ _
PACIFICA CONSTRUCTION 3 SALES PHASE
_ 218 2 moos
' Fri 19211fi _ _Wetl BM4133 _ _
t Bldgl BUtltling CCnstruc0on (78. weeks) - 389 tlays
, Fri199t6. Wed 5130/18 182,156
Bldg 1 InNal SaleyClosings (50 units) 10 days Thu 5!31/18 _Wetl 6/13/18 158
~
1so _ Bldg 1 Con[SaleslClosings (150 uhrts) _. __ 300 days _ .Thu fi/14/18
~ Wed 817/19.159 -
Bltlg 2 Arch Constr Docs (26 weeks]
- 130 tlays. Thu 5/3/18 Wed 10!31118 158FS 20 days
_.
Bltl 2 Arch Plan Check Submillai 0 da s Wed 10/31118 Wed 10/31/18 161
PRELIMINARY BEST ESTIMATE OF PROJECT SCHEDULE AND SEQUENCING
SUBJECT TO REVISION DEPENDING ON MARKET CONDITIONS
3-66
Page 2 of 3
EXHIBIT D
CVBMP Master Calendar for Financing Agreement
1s
tba n~ .<~ ~~
Bldg 2 Permit Processing (16 weeks) _
BIdg2Bmlding Permit issued -_ ~~
80 days;,
~ Odays
Thu 1111/18',
-Wed 2/20/19--
~
Wed 2/20119.162 _.
Wed 2/20/19 183 - -
63
W
5
Bidg 2 Construction_(65 weeks) _ _ 325 days Thu 2/21/19 8FS+190 days,~
ed 5/20/20 1
t Bidg 2lrntlal Sales/Closmgs (a0 unRS) 8 days ..Thu 5/21/20 _ __ Mon 6/120 185
~ _
Bldg 2 Cont Sales/Closings (111 units) 220 days _ Tue 612)20 Mon 4/5/21,166
~~
I _
Bltlg 3 Arch Constr Docs (22 weaks~ ___ ___ _... 110 da s
_ Y_ Thu 3/12/20 Wed 811220 165F5-50 da s
_ _. Y
1 s Bldy 3 Arch Plan Check Submittal _ 2 days _ _ Thu 8/13/20 Fn 8114!20 168 _
Bldg 3 PermR Processing (i6 weeks) _
80 days Mon 6/17120 Fn 1214/20 169
Sldg 3 BuildingPermR issued
_ _ _
~ _ 0 days _ Fn 12/4/20
~ __ Fn 12/420 170 _
n _
. _. ___
Bidg 3 Constuction (65 weeks) __ _ 390 days,. _ Mon 12!7120
_
~ Fn 6/3/22 171 165FS+1q0 Gays 178
Bldy 3 Initial Sales/Closmgs (45 units) _ 9 days Mon 6/6/22
7
22 Thu 6/1622 172
Yh
6/2923173
nb 3 Cont Sale9Closmgs (t 35 units]
Bldg
_ 270 days /
Fn 611 u
-
_
Final Engineering (Stage 2J Preparation ~. 100 days, Thu 10/31!19 Wed 3/1820 165F5-145 tlays
G2ding & Improvement Plans (Stage 2) Submittal. _ _ i 0 days Wed 3/10/20
-
- Wed 311820 175
t & Improvement Plans (Stage 2) Permit Processing _
Grzding
- 85 tlays Thu 3/19/20 Wed 7/15/20. 176 __ _
t _
Grading & Infrastrdlure Parmds (3tag_e 2) Issued 0 days _VJed 7115/20 Wetl 7/15/20 _177 _ _
-
Site Grddin 8lnftastructure lmpovement (Stage.2)Constmcbon
9 100 days
110 da
s Thu 7/16/20
Mon 5/9/22 .Wed 12/2/20 178 -~
172FS20 days
Fn 10/7/22
tw COnsV Docs (22 weeks) _ _
Bldg 4 Arch y _
at Bldg 4 Arch Plan Check Submittal 0 days Fn 10!7/22 Fn 10O/22 180
-
BIGg 4 Permit Processing ~i6 weeks) ~ .._ 80 days, Mon 10/10/22 Fn 127/23 181
_
Bldg 4 Bu~Iding Permit issuetl _ __ _ 0 days _ Fn 1/27/23 Fn 7/27/23 182 _ _.
~
-
Bldg 4 Construction (65 weeks) _ _ 390 days, Mon t/30/23 172FS+170 days.
- Fn 7/2fi/24
eltlg 4lnitlal Sales/Closings (64 units) _ _ __ 13 tlays .Mon 7/29/24 Wed 8/1424 184 ___ _ _
-Bldg 4 Cons SaleslClosings (200 umts) _ 400 days Thu 8!15/24 Wad 2/2526 _B5
_
t 7 Bldg 5 Arch Constr Docs {22 weeks) _ 110 days Mon 10!20/24
- _
Fn 3128/25 184FS+fi5 tlays
t Bldg 5 Arch Plan Check Suhmitte(_ _ _
__
~ I _ _ 0 days Fn 326!25 Fn 3/28/25,, 187
_
t Bldg 5 Permit Processing (i6 weeks) 80 days Mon 3/31!25
- Fn 7/18/25 188
__ _ _..
Bldg 5 Building Perrnil Issued ".a 0 days Fn 7118/25 Fn 7/10/25 189
~
_
Bldg 5 ['iOn51rUC(IOn (65 weeks)
__ _ _. _ 390 tlays Mon ]/21/25 Fn 7/15/27 190 t84FS+255 Gays
--
9 _
Bldg S Imlial SaleslClosings (35 units) ]days __Mon 1/18/27 Tue 1/2627 191 __ __
Bldg 5 Cont Sales/blosings (111 umtsj _ _- __ 278 days, . Wed 1127/27 _, _ Fn 2/18/28 192 -.
t DOCS (22 weeks) _ _. _. _ __
Bldg 6 Arch Constr 110 days, .Mon 11/9/26
' Fn 4527 191 FS 50 tlays
ss .
_
Bldg 6 Arch Plan Check Submittal _ _ _ _ 0 days Fd 4/912Y Fn G927 194 _
Bldg fi PermR Pmcessmg (ifi weeks) _ __ ., . _ BO days. Man 4!12/27: Fn 7/30/27 195 ,
~
_
Bldg 6 Bulldm@ PermR issued
_
k
ct
B
d 0 days
- 390 days Po 7130/27
- Mon 8/2/27 Fn ]/30/27
196
Fn V26/29 191 FS+140 days
1 _.
ion (65 wee
s) _
.,
g 6 Constru
l _ _ _
_
Bldg 6lnrtial Salas/Closings (75 units/ ____ _ _... _.. 15 days, ... MOn 129/29 Fn Z1fi/29; 198 _ __
-
-Bidg 6 Cont Sales/Closings (227 units)
-
-
__ 455 days
_ _ _ Mon 2/19/29_ Fri 11/15/30 199 _
_
_
Bldg 7 Arch Constr Docs (22 weeks) _ _ _
~ _ _ 110 days M_ on 6/t 1/29 Fn 115/29 998F5+95 days
~
-
Bldg 7 Arch Plan Check Submittal _ 0 days; Frl 115/29 201
Frl 115/29
_. __.
_ _ _
Bldg 7 Permd Processing (i6 weeksi SO days Mon 11/12/29 Fn 3/1/30 202 _
-
Bldg 7 Building Permit issued O tlays Fn 3/1/30 Fd 3/1/30 ?03 _ _ __
--
s _
Bldg 7 Construction (65 weeks) ', _ _ 390 days _. _ Mon 3/4/30 Fn 8/29/31 198FS+285 days.
BIdg7lmlial S2leslClosings (65 units) _._
- _ 13 days Mon 9/1/31 Wad 9/17/31 205
-
-
~ _ _
~ Bldg 7 Cont Sales'
Closings (202 umtsZ _ _
- ~ _ 505 days: Thu 9/18/31
~~ VJetl 8/24/33 206 _ _
_
_
'
Proect Closeout 0 da s~ Wetl 8/24/33 Wed 8/24/33 20]
PRELIMINARY BEST ESTIMATE OF PROJECT SCHEDULE AND SEQUENCING
SUBJECT TO REVISION DEPENDING ON MARKET CONDITIONS
Page 3 of 3
3-67
Exhibit E
Chula Vista Bayfront Master Plan (CVBMP) Operation and
Maintenance (O&M) Sources
Parks Open Space and Public Facilities:
Signature Park and Associated Amenities
Park and Associated Amenities
Ecological Buffer and Associated Amenities
Seasonal Wetland
Open Space
Beach
Shoreline
Promenade
Pier
Boat Ramp
Docks
Bike and Pedestrian Paths and Bridge
Bayshore Bikepath
Electricity/Lighting
Utilities --
Public Parking Lots and Right of Way:
Streets
Sidewalks
Pazking Lots
Bike Lane/Paths
Landscaping/Tree Trimming
Sweeping
Electricity/Li ghting
Utilities
Public Safety:
Police Service (District and City)
Fire Service
Education
Emergency Medical Services
'!~
Environmental Services:
Natural Resources Management Plan Implementation, Administration, Support, Amendments,
Monitoring and Enforcement
Stormwater
Environmental Studies, Monitoring and Enforcement
Education
Administrative Services:
Joint Powers Authority
District Administra5on, Operation and Maintenance within the CVBMP
City of Chula Vista Administration, Operation and Maintenance within the CVBMP
Shuttle Service
3-68
DRAFT MEMORANDUM
To: Chris Hargett, Port of San Diego
From: James Musbach and Rebecca eenassini
Subject: Financial Analysis for Chula Vista Waterfront Development;
EPS #21051
Date: April 26, 2012
Introduction
ln, ~~_ ,,.~,~~~6,,.ri.~,~,~; ~,F
Economic & Planning Systems (EPS) was retained by the Port of San
Diego (Port) in conjunction with the City of Chula Vista (City) to update
--- a financial analysis of the Chula Vista Bayfront. The financial analysis
updates previous evaluations done in 2006, 2008, and 2009.
it\ ~
The goal of the analysis is to inform decision makers of the extent to
which public revenues are needed to provide support services and public
infrastructure for the project. This has been analyzed by estimating
public revenues expected to be generated from development of the
Bayfront and comparing those revenues to the costs of public
infrastructure and services required by the project.
Scope of the Analysis
The Chula Vista Bayfront project area is located along the southeastern
edge of San Diego Bay in Chula Vista. The Port and City collaborated to
create a master plan (Plan) including parks, buffer zones to protect
sensitive resources, aresort/convention center and other hotels,
residential, mixed-use office/commercial recreation, and retail uses on
about 556 acres along the Bayfront. In May 2010, the Port and City
took all necessary actions to provide local approvals for the Plan. The
State Lands Commission also approved a land exchange that was
required for the Plan. Before the project can proceed, the California
Economlr S~P;annm9 sysr~ms, rnc. Coastal Commission must also provide approvals. The Coastal
sat ,vmu, street, scare zoo Commission may act on the Plan sometime in 2012.
Berkeley, CA 94710-d25~
510 A41 9190 te!
S:U 3.1 9ZOS fax
Berkalcy
Dznvcr
Los Angeles
SaCYd+]lel9CP
www.epsys.com 3 _ 6 9
Draft Memorandum Apri126, 2012
Chula Vista Waterfront Development 2012 Cashflow Analysis Page 2
The purpose of the financial analysis is to update the project Cashflow based on new
circumstances:
Loss of redevelopment. Prior Cashflow analyses included tax increment as a funding
source. This source has been eliminated from the analysis because of State action abolishing
redevelopment agencies.
Better information on capital costs and fees. Since prior iterations of the Cashflow,
additional evaluation of infrastructure costs has resulted in improved cost estimates. Also,
the City is contemplating an update to its Western Chula Vista Transportation Impact Fee.
This likely updated level has been included in the analysis.
• Updated market assumptions on hotel room rates and costs. This analysis includes
updated assumptions on hotel roam rates and the costs to construct hotel. The revised
assumptions include a reduction in costs compared to previous estimates that reflected a
particular hotel concept.l Room rates have been adjusted for recent market conditions. The
results of these changes are development concepts with a higher level of feasibility compared
with previous evaluations.
Key Terms
Throughout this memorandum, a number of terms are used to define the elements in the
Cashflow. At a broad level, the Cashflow compares the public revenues generated from the
Bayfront to the Port and City that each agency may make available to finance public
improvements that will serve the Bayfront. Before the agencies make those revenues available
for public improvement financing, each agency's costs to provide maintenance and services to
the Bayfront are deducted. The key terms used throughout the memorandum are shown in
Figure 1 and described below the figure.
1 The previous analysis contained cost estimated produced during negotiations with Gaylord
Entertainment.
3_~~ Pp10005~11051_GUIaHO[el~Corres~L05F16Aprd10110ocx
Draft Memorandum
Chula Vista Waterfront Development 2012 Cashflow Analysis
Figure 1. Generalized Cashflow Elements
4
~,~,~
~,~ µ.
~~ { z,!
t.z 3
!..
4
April 26, 2012
Page 3
Gross public revenues: Equal to Port lease revenue plus City hotel taxes plus City
development impact fees from development at the Bayfront.
• City hotel taxes: Transient Occupancy Tax (TOT) 10 percent tax plus Tourism Marketing
District (TMD) 2 percent tax.
• Public operating costs: Port maintenance costs for the Bayfront plus City service costs for
the Bayfront.
Net public revenue: Equal to gross public revenue less public costs from the Bayfront.
Project capital costs. Equal to public improvement costs plus costs to finance those
improvements (e.g., interest costs).
Net project revenue. Net public revenue less project capital costs.
3-71 0 ~z,ooos~z,os,_U~,a„~e~~~o,~=~~,os,-z~P,,,zo~z dom.
Draft Memorandum April 26, 2012
Chula Vista Waterfront Development 2012 Cashflow Analysis Page 4
Key Findings
1. Assuming full buildout of the Bayfront Plan, the net present value (NPV) of net
project revenue is estimated at $136 million.
The NPV of net project revenue is the discounted value of a 30-year Cashflow, comparing net
public revenue and project capital costs. In order to estimate revenues and costs over time,
a number of assumptions were made including full buildout of the Bayfront Master Plan. A
lower level of development or a longer development timeframe would reduce revenues. Note
that a 7 percent discount rate has been applied to annual revenues and costs projected to
accrue to the Port and the City. This is a rate which approximates the public sector's costs of
borrowing, with some adjustment for risk.
2. While the Cashflow results in a significant level of net project revenues,
uncertainties remain regarding the potential future market value of hotel facilities,
office space, and retail development as well as the estimated costs for site
preparation and infrastructure costs.
All public revenue sources included in the Cashflow-Port lease revenues, City hotel taxes,
and City development impact fees-will be necessary to cover costs in any particular year.
Based on the results of the analysis as well as consideration of the various assumptions
included in the Cashflow, committing the estimated level of revenues is also prudent to
provide a cushion in case additional subsidies are needed to facilitate specific projects, if
necessary and appropriate, or if project cost structures significantly change.
For example, market rents may not justify the development costs for some of the commercial
uses envisioned at the Bayfront until a strong economic recovery. Earlier financial feasibility
analyses of the Bayfront estimated shortfalls that would require subsidies of $100 million or
more. Depending on policymaker preferences, net project revenues may be used to support
development that may not otherwise occur or to spur it at a pace faster than might otherwise
take place. Net project revenues should also be considered as a buffer to cover unexpected
rises in material or construction costs of public improvements. In the recent past, strong
global demand and natural disasters have significantly and unpredictably increased these
costs -the long-term Bayfront development timeline suggests that a method of mitigating
this financial risk to the project would be wise.
3. Project capital costs, including parks, roads, utilities, and funding for convention
and meeting facilities, can be supported by the projected net public revenues
accruing to the Port and the City.
The Cashflow compares estimated project capital costs with net public revenues including
Port lease revenue, City hotel taxes, and City development impact fees. Because the
expenditures and revenues occur over a long period of time, a 30-year horizon period is
examined. Over 30 years, net public revenues are expected to cover project capital costs
and produce net project revenues available for public uses.
4. All net public revenues are calculated after subtracting Port operating costs to
maintain public infrastructure and City costs to provide public services to facilities
and population groups at the Bayfront.
Port maintenance costs are estimated on the basis of the amount and timing of infrastructure
construction. These costs include maintenance of new streets and parks, buffers, open
space, and wetlands as well as public safety services. City costs are estimated generally on
the basis of the population (residential, workers, and visitors) and include public safety,
3-7 2 P ~z,ooos~z,os,_~~~,a~o~e,~~ome=~z,os,-,~,,;,zo,, do~.
Draft Memorandum April 26, 2012
Chula Vista Waterfront Development 2012 Cashflow Analysis Page s
public works, recreation, transit, and other general government functions like City
governance.
s. The loss of redevelopment funding decreases gross public revenue, but does not
imperil the financial feasibility of the project as a whole.
Tax increment funding was included in prior iterations of the cashflow analysis. While this
was an important revenue source, it made up only about 6 percent of gross public revenue.
By relying on all other public revenues (Port lease revenue, City hotel taxes, and City
development impact fees), the cashflow analysis indicates that project capital costs can be
covered by the the net public revenues generated from development at the Bayfront.
6. The loss of redevelopment eliminates a public revenue source and means that the
Plan relies more on private development financing and equity.
The loss of redevelopment as a source of project funding is, in part, made up for
development impact fees that reflect current (increased) fees as compared with previous
Bayfront cashflow analyses. While these fees improve the public agencies' cashflow, higher
fees and no redevelopment funding means that a greater proportion of development costs
rely on private development financing and equity.
Cashflow Analysis
Cashflow Results
Based on the annual cashflow model, net public revenues are expected to exceed project capital
costs by a significant margin. Figure 2 below illustrates the annual cashflow. As shown in the
red line, net public revenues exceed project capital costs in all of the years shown except for
years 3, 9, and 12. The cumulative net revenue (shown in the blue bars) indicates that revenue
that is accumulated from year to year can more than make up for shortfalls in years 3, 9, and
12.
Figure 2. Net Project Revenues By Year and Cumulative
(nominal dollars, inflated at 3% per year)
$eo,ooo,ooa
Sso,ooa,ooo
$~o,ooo,ooo
$eo,oao,ooo
$so,ooo,ooo
$40,000,000
$30,000,000
$20,000,000
$10,000,000
$0
-$10,000,000
-$20,000,000
~ Net Cumulative Project Revenue -Net Annual Project Revenue
3-73 P~z,ooo.~z~os,_«~,a~o~e,~~o~=,z,os,-z~,,;,~o~zoo~,
Draft Memorandum
Chula Vista Waterfront Development 2012 Cashflow Analysis
April 26, 2012
Page 6
Since the 2009 Cashflow analysis, several revenue sources have changed, as shown in Figure 3.
Tax increment revenue has been eliminated as a potential revenue source. Also, in 2009
infrastructure contributions from private development were estimated at a relatively modest
level. Since that time, development impact fees-which closely tie development impacts to
infrastructure needs on astatutorily-required nexus basis-have been estimated for the Bayfront
at a higher level than the reimbursements assumed in 2009. City hotel tax revenue and Port
lease revenue is slightly lower than the 2009 estimate because of small changes in development
timing assumptions and hotel room and other revenues. The net change from 2009 to the
current estimate is a 14 percent decline in gross public revenue, on a net present value basis.
Figure 4 reports these same revenues, illustrated on a proportional basis.
Figure 3. Revenue Sources, 2009 and 2012
(net present value dollars, over 30-years, discounted at 7%)
$4so
$400
$350
millions $300
$250
$200
$150
$100
$50
$0
Dev.
$•`
Figure 4. Cashflow: Relative Contributions by Revenue Sources
(net present value millions of dollars, over 30-years, discounted at 7%)
2009
Infra.
Ta
$2
^ Infra. Reimb.
°~. Dev. Impact Fee
Redevelopment
^ City Net
^ Port Net
zoi2
3-74 o~z,ooos~z,os, U~,a~o~e~~~o~=u,o~,-1~,P~,zo~~oo~,
2009 2012
Draft Memorandum April 26, 2012
Chula Vista Waterfront Development 2012 Cashflow Analysis Page 7
Figures 3 and 4 Notes:
• 2009 Infrastructure Reimbursement: Calculated as an infrastructure reimbursement, based on 2003-2005
modeling work
• 2012 Development Impact Fee replaces the 2009 "Infra. Reimb." and is equal to the City's impact fees.
• Tax Inc. =Tax Increment
• City Net =Transient Occupancy Tax (TOT) + Tourism Marketing District (TMD) (less) City Service Costs
• Port Net =Port Lease Revenue (less) Port Service Costs
• NPV =Net Present Value over 30 years, at 7% Discount Rate
Cashflow Contents
The cashflow analysis tracks revenue and costs through time. It quantifies selected public
revenues generated at the Bayfront and subtracts ongoing costs to the Port and the City to serve
the Bayfront and capital project costs for infrastructure and public funding of the convention
center and support facilities. Table 1 below details the key line items in the analysis.
Table 1. Line Items Included in the Cashflow Analysis
Leases2
Hotel Port lease revenues from land lease for hotel operation.
Retail Port lease revenues from land lease for retail uses.
Office Port lease revenues from land lease for office uses.
Port O&M Port's costs for maintaining streets, sidewalks, parks, buffers, open space and
wetlands and operating and maintaining street lighting.
Port Net Revenues minus costs.
Ongoing Revenues and Costs
10% TOT City hotel taxes, calculated at 10 percent of room revenue.
2% TMD Additional city hotel tax, calculated at 2 percent of room revenue.
City Service Costs City's fscal costs including providing all public services such as fire, police, public
works, recreation, transit, and other general government functions like City
governance.
City Net Ongoing Revenues minus costs.
One-time Revenues: Develop ment Fees
H3, H23, and Pacifica Equal to development impact fees from these projects.
Rest of the Bayfront Equal to development impact fees from these projects.
(less) Fee Credits for While actual fee credits are not certain at this time, the cashflow contains
Oversizing/Upfronting assumptions that the Western Transportation Impact fees due from the residential
development will be credited based on improvements completed during the project.
City Net Development Fees H3, H23, Pacifica fees + Rest of Bayfront fees minus Fee Credits
Infrastructure Costs
Infrastructure Bond Proceeds Bonds to f Hance infrastructure costs, Assumed to be issued over a 3-year period.
Debt Service Debt service to cover the bond payments.
z Note that calculating Port lease revenues requires estimating all revenue from the development
type, as the Port's leases are typically calculated on the building operator's gross revenue. This
means that all hotel revenue (room and other revenue like room service, meeting room rentals, and
entertainment, among other revenues), office rent, and retail rent have been estimated in the
analysis.
P:~LOOOS~zI05t_ChulaNOtel~COmes~ZtO5tz6ApriQp II.000x
3-75
Draft Memorandum
Chula Vista Waterfront Development 2012 Cashflow Analysis
April 26, 2012
Page 8
Table 1. Line Items Included in the Cashflow Analysis
Catalyst Subsidies3
H3 -Convention Center $100 million in public funding towards costs to construct convention, meeting, and
other support facilities for the hotel on parcel H3.
Total subsidy Total from above.
Debt service on subsidy Subsidy for convention facilities assumed to be financed and debt service
represents the costs.
7% Net Revenue, discounted at 7 percent annually over 30 years.
Table 2 reports the results of the cashflow. It includes the following totals:
The Port's lease revenues exceed Port operating costs by $537 million over 30 years or $153
million on a net present value basis.
• The City's hotel [axes exceed that agency's service costs by $584_ million over 30 years or
$162 million on a net present value basis. One-time development impact fees total $94
million over 30 years or $56 million on an NPV basis.
• Project capital costs total $665 million or $Z36 million on a net present value basis.
Based on the assumptions in the cashflow, net public revenues exceed public costs by $549
million over 30 years or $136 million on a net present value basis.
Table 3 reports the estimated development impact fees for all development on the Bayfront.
Note that the parkland, public facilities, and traffic signal amounts are based on current fees.
The Western Transportation Impact Fee has been estimated at an "updated" level which is
roughly 2.76 times the current amount.
Subsequent Studies
This document informs a narrow topic, that is, the extent to which specified public revenues are
needed to support Bayfront public improvements. The analysis was prompted in part by the
dissolution of Redevelopment Agencies in California and the loss of tax increment funding. As
discussed above, the analysis finds that, based on current assumptions, Port lease revenue, City
hotel taxes, and City development impact fees are necessary and sufficient to support public
improvement costs.
This document does not update the financial feasibility analysis of particular development types
at the Bayfront nor does it evaluate recent economic conditions to gauge the market for new
growth. If appropriate, the Port and the City may undertake such studies to estimate vertical
construction casts, market sale price and rents, and absorption rates to determine the financial
feasibility of specific projects.
a This cashflow analysis includes public funding for convention and meeting space. While other
subsidies may be considered by policymakers at a future date to catalyze development at the
Bayfront, no other subsidies are included in this analysis.
G:IL000S\13051_C~ulanorel\COnesWO5td6Apnl101 d.0ocx
3-76
Draft Memorandum April 26, 2012
Chula Vista Waterfront Development 2012 Cashflow Analysis Page 9
Table 2. 2012 Bayfront Cashflow
Item Total (Yr 30)
Leases
Hotel $677,000,000
Retail $25,000,000
Office $7 000.000
Total Lease Revenue $708,000,000
Port O8M fS17 LOOO.OCO;
Port Net $537,000,000
NPV @ 7% $153,000,000
Ongoing Revenues and Costs
10% TOT $669,000,000
2 % TMD Fee $134,000,000
City Service Costs ,19.OOCy)OC_
City Net Ongoing $564,000,000
NPV @ 7 % $162,000,000
One-time Revenues: Development Fees
H3, H23, and Pacifica $69,000,000
Rest of the Bayfront $33,000,000
(less) Fee Credits for Oversizing/Upfronting [1] ~d.QO~ 0001
City Net Development Fees $94,000,000
NPV @ 7% $56,000,000
TOTAL AGENCIES NET $7,214,507,404
Infrastructure Costs 15123.OO,.nC^,;
Infrastructure Bond Proceeds $123,000,000
Debl Service [2] i5~78,000,00G;
Catalyst Subsidies [3]
H3-Convention Center (510% ODit 00f~1
Total subsidy $107,000,000
Debt service on subsidy [4] 1:5237.000 DC `,
Project Capital Costs and Subsidies (566`x.060.000)
NPV @ 7 % ~ (5236,006,000)
NPV @ 7 % $136,000,000
P:121060s121tl51 Chula HO(eIVNOdell(21051WholeBaytmnt_PApri12012.xIsxJ5W4
[1j Equal to Pacifca's estimated western Chula Vista Transportation Impact Fee. All fees have been inflated by 2% per year.
[2j Debt service calculated on 25 year bontl, 6.25 % interest rate, 1.25 coverage ratio, and 1 year of capitalized interest.
]3] This Cashflow analysis includes public funding for convention and meeting space. While other subsidies may be considered by
policymakers at a future date to catalyze development at the Bayfront, no other subsidies are included in this analysis.
[4] Payments calculated over a 25 year period, providing a 7.0 % interest rate and a 1.25 coverage ratio.
Source: Chula Vista Bayfront Master Plan EIR Team; EPS
3-77 Plz,ooo,lz,os, ~h~,e„orellCOrres111p5]-IfiApn110,3aoca
Draft Memorandum April 26, 2012
Chula Vista Waterfront Development 2012 Cashflow Analysis Page 10
Table 3. Bayfront Development Impact Fee Estimate
W
1
v
City Phase 1 Development
~ H3 H23 Pacifica Rest of Bayfront
Hotel Office
Retail TOTAL
Development Program
Rooms/ High Density Units/ Sq.Ft. 1,600 500 1,500 1,000 640,000 315,000
Site area (acres) 39.2 18.3 -- 22.3 17.9 23.2
Fees
Western Transportation Impact Fee (1)
Fee per acre or per high density unit $283,036 $283,036 $5,662 $283,036 $566,042 $150,951.69
Dev. Program Factor (acres or units) 39.2 18.3 1 500 22.3 17.9 23.2
Esl. Fee $11,095,017 $5,179,562 $8,492,331 $6,317,649 $10,134,418 $3,497,324 $44,720,000
Parkland Development Fee
Fee per room or per high density unit $4,212 $4,212 $7,308 $4,212 $0 $0
Dev. Program Factor (rooms or units) 1 600 500 1 500 1 000 0 0
Est. Fee $6,739,200 $2,106,000 $10,962,000 $4,212,000 $0 $0 $24,020,000
Public Facilities Fee
Fee per acre or per high density unit $29,094 $29,094 $8,860 $29,094 $29,094 $29,094
Dev. Program Factor (acres or units) 39.2 18.3 1 500 22.3 17.9 23.2
Est. Fee $1,140,485 $532,420 $13,290,000 $649,407 $520,899 $674,064 $16,810,000
Traffic Signal Participation (2)
Fee per Trip $32.57 $32.57 $32.57 $32.57 $32.57 $32.57
Trips.. 10 10 8 10 17 81
.. Per room room dwelling unit room 1.000 sa.ft. 1 000 sa.ft.
Est. Fee $521,120 $162,850 $390,840 $325,700 $354,362 $831,024 $2,590.000
Total Fee $19,500,000 $7,980,000 $33,140,000 $11,500,000 $11,010,000 $5,000,000 $88,140,000
(1) This fee has been calculated as follows: The City expects the single-family fee to increase from $3,408 per unit to $9,435 per unit. To estimate the increased fee for alt of
the other land use categories, this increase in the fee (-2.761imes the current fee) has been applied to the existing fees for the other land use categories.
(2) Trips by land use are estimated per the City's Form 5509 Development Checklist for Municipal Code Requirements as follows:
Hotel room trips are based on the Lodging: Hotel with convention facilities and restaurant category.
Dwelling unit trips are based on the Residential: Condo/Duplex category.
Office trips are based on the Off¢e: Standard commercial office building (>100,000 S. F.) category
Retail trips are based on the following assumptions: 95 % of sq.ft. developed as a Community shopping center (80 trips per 1,000) and 5 % of the square footage developed
as a RestauranULounge: Low turnover quality restaurant (100 trips per 1,000).
Source: Chula Vista Development Checklist document, EPS
anz~ooo:~zms~ awaNOeanco,.~wos~-zwv~nmu.aoc=