HomeMy WebLinkAboutAgenda Report - September 5, 2007 E-04AGENDA ITEM E40 4
CITY OF LODI
COUNCIL COMMUNICATION
TM
AGENDA TITLE: Approve Request for Proposals for Roget Park Joint Development Project
MEETING DATE: September 5,2007
PREPARED BY: PublicWorks Director
RECOMMENDED ACTION: Approve Request for Proposals for Roget Park Joint Development
Project.
BACKGROUND INFORMATION: At its February 21,2007 meeting, the City Council gave staff
direction to prepare a Request for Proposals (RFP) for development
of Roget Park. The concept is one in which the City would provide
land for development of both a six -acre park and two acres of
residential development. The developer would build the entire project.
The attached RFP has been developed jointly by the Parks & Recreation, Community Development, and
Public Works Departments and reviewed by the Administration and City Attorney's offices.
The RFP attempts to allow flexibility on the part of the developer to design and build the project while
maintaining the City's goals of having a passive, low -maintenance park and quality residential
developmentthat integrates well with the neighborhood. In addition to the park, the developerwill be
responsibleto extend a street and utilities north and westerly for future connection to Interlaken Drive, in
accordancewith the Streets Master Plan.
The Proposal process is divided into two steps — "Initial" and "Complete" — and begins with a mandatory
pre -proposal meeting in late September. Initial proposals will be screened and the best and most
qualified will be invited to prepare a complete proposal, which will be more detailed and will take more
effort to prepare than the initial proposal. Staff intends to invite a representativefrom the Planning
Commission and the Parks & Recreation Commission tojoin staff in reviewing the proposals.
Staff anticipates Council action on the proposals in January 2008, followed by consideration of a project
development agreement later in 2008.
FISCAL IMPACT: To be determined
FUNDING AVAILABLE: Not applicable.
'Richard C. Prima, Jr.
PublicWorks Director
RCP/pmf
Attachment
cc: Parks& Recreation Deparlment and Commission
Community Development Oeparlment and Planning Commission
APPROVED: ef�
BlairKiR ",ty Manager
KAWPT ROJECTS\PARKS\Rc>get\2007\CRFP—JointDevelopmentProject.doe 813012007
REQUEST FOR PROPOSALS
FOR ROGET PARK
DEVELOPMENT PROJECT
September 2007
1. SITE AND DEVELOPMENT STANDARDS INFORMATION
A) Development Program: Below are listed key elements of desired development program for the
site. Proposals should be responsive to each of the elements listed. It is anticipated that detailed
requirements in each area will be addressed in a development agreement to be drafted with
discussions with the selected developer.
Park design. The park design is to support primarily passive uses — walking, picnicking,
and scenic and wildlife viewing and not active sports play. The park is to occupy the
northern and eastern portion of the site as shown on the Site Plan. The Site Plan shows a
possible park design, but the successful developer will have flexibility in preparing the
final design. Park amenities shall include concrete walkways, lighting, turf, wildflower
areas, irrigation, benches, monument sign, trash receptacles and play equipment (in the
northwest portion of the park) (see Exhibits C, D and E).
If theproposed Parkplan differs significantlyfrom the conceptplan provided in the RFP,
then the developer must submit a Park conceptplan with the initialproposal.
Density and other development standards. In regards to density and other aspects such
as height, setbacks, lot coverage, etc., refer to the parameters of the proposed Planned
Community Zoning Ordinance.
Community compatibility. The development should be compatible with the scale and
character of the City of Lodi and the community context. Proposals should reflect careful
evaluation of the neighborhood context and include a conceptual design concept that can
integrate well with neighborhood uses. In addition to a conceptual site plan and
conceptual building design, proposals shall provide a narrative regarding the design
approach.
Age or other restrictions. An ownership project is assumed to be primarily family -type
housing. However, the City has interest in receiving alternate proposals for other unit
types to accommodate seniors, disabled persons, or small households. Proposals shall
describe how this range will be achieved by the developer's proposedproject.
Sustainability. The City places a significant emphasis on sustainability and is seeking
proposals that exemplify cost-effective techniques to achieve this objective. This should
include site planning that responds to solar considerations, storm water quality and other
environmental factors, use of "green" building materials, use of energy-efficient design
and materials, low water use landscaping, building design and operational factors that
minimize energy use and resource consumptions, and avoiding indoor health impacts.
Proposals shall include a narrative on how the proposal addresses these issues.
Design features. The City places a significant emphasis on high-quality design and
materials. The City is open to use of non-traditional or recycled building materials that
comply with the Building Code. In addition, a major emphasis is placed on features that
promote community within the development and in relation to the neighborhood context.
Further, the development should foster connections with the neighborhood rather than
being separated or isolated. The City is not favorable to a gated community at this
location. The City also wishes to promote design that creates accessible and adaptable
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units. In addition to a site plan and preliminary building design, proposals should include
a narrative describing the rationale for how these issues will be addressed.
Designs should consider features such as:
0 Attempt to construct a private alley along the west boundary in order to eliminate
the need for driveways and garages that face the park.
0 Patios and balconies that face Tienda Drive and the Park should be encouraged.
0 Design the houses to maximize windows and "eyes" onto the park for security.
0 Depending on the orientation of the houses, garages should not be oriented in a
manner where they are visible from Tienda Drive.
0 Admin Deviations shall be granted for "Row" housing which minimizes front
and side yard setbacks in an effort to maximize density and lot coverage.
0 Permeable surfaces along the front and rear setbacks of the dwelling, as well as
the alley, should be considered to help offset the increased lot coverage.
0 Bedroom windows should be oriented toward the alley to provide more visibility
and security for the occupants.
0 Attempt to maximize the potential of the owner to install a photo voltaic system
by promoting south and west facing roofs and including all the necessary
improvements into the structural, electrical, plumbing, and mechanical systems
of the units.
0 Architecture should be appropriate to the layout of the houses and compatible to
the neighboring community.
0 Roof drains shall drain into a landscaped area that promotes permeability, as
well as slows discharge into the City Storm drain system
0 Projects attempting to gain LEED Home Accreditation shall be given special
consideration.
Initial proposals must include a conceptual site plan and building layout.
B) Infrastructure Issues: Development of the property will require extending a public street
(Roget Drive), including street lights, water (10"), sewer (8"), storm drainage (24") and other
utility services northerly along the property, with stubs to the west at the north end of the parcel.
Improvements fronting the properties will include curb, gutter, sidewalk, streetlights, shoulder
paving and related public improvements, as required by the Public Works Department. All work
shall be in accordance with City Design and Improvement Standards unless specifically approved
otherwise (see Site Plan Exhibit).
C) Subdivision and Other Permits Necessary: The site currently consists of one parcel. A
subdivision map will be necessary to create separate ownerships. Subdivisions require a public
hearing before the Planning Commission. If a Planned Community Rezone is proposed, a PC
rezone, Development Plan or a Use Permit can be considered in tandem with the subdivision
application. Multi -family projects will also require Site Plan and Architectural Review, which is
typically performed after subdivision approval, before a separate, quasi -administrative body.
City of Lodi: Extensive information on the City can be found on the City's web site, located at
www.lodi.gov. A number of documents relating to Planning and Land Use such as the Housing
Element of the General Plan, as well as a Community Overview & Economic Profile, may be
found on the Community Development Department page of the web site.
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General Plan and Zoning: The General Plan and the Zoning designations for the subject
property is currently Low Density Residential (LDR) and R- I and R-2 (see Exhibits).
The initialproposal must indicate the proposed zoning if differentfrom the existing zoning.
D) Financial Considerations: The proposal shall indicate, in sufficient detail, the following:
Management. It will be essential for developers to show financial and organizational
capability, have proven experience with community processes, obtainable financing,
construction management experience, and experience in overall project management. A
narrative shall be provided that addresses these issues.
City financial participation. The City will subsidize the development by providing all
the land for the project. The proposal shall clearly describe any additional financial
consideration the developer can furnish to the City or, if necessary, any additional
financial support the developer will request from the City to complete the project.
Proposals that do not request City financial support will be given priority over those that
do request financial support.
The initial proposal shall provide the anticipated level of City financial participation or
benefit in qualitative terms.
Development Fees. The developer shall plan to pay all applicable and customary
development impact mitigation, service charges and processing fees for the residential
portion of the project. The proposal should list all these fee amounts.
Development Agreement. The developer shall plan to enter into a development
agreement with the City of Lodi for this project. The agreement will include:
• Annexation to the City Community Facilities District for public services
• Allocation of Growth Management Units
• Construction of Roget Park
• Other benefits to existing City residents as may be proposed by developer in the
proposal
11. REQUIRED PROPOSAL ELEMENTS
A) Initial Proposal
Please organize the initialproposal in thefollowing manner. Elements of the initialproposal are
not expected to be as detailed as needed in the complete proposal. Refer to the Complete
Proposal Description as a guide to information to include in the initial proposal.
1. Cover Letter
2. Conceptual Site Plan, including alternatives
3. Brief narrative of organization's approach responding to each element of the City's RFP
4. Experience of Firm
5. Experience ofDevelopment Team
6 Anticipated Project Cost and City Benefit (or cost)
Successful developers will be invited for an interview and to submit a complete proposal with
the information more fully described below.
B) Complete Proposal Description
1) COVER LETTER (one page maximum)
Explain why your firm should be chosen for this project
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Provide a short summary of what your firm would like to accomplish on the site,
including the number and type of units, type of construction and any exceptional
conditions which should be considered by the City
Explain any funding requested from the City of Lodi and reasons for this request
2) SITE PLAN, BUILDING LAYOUT AND NARRATIVE OF ORGANIZATION'S
APPROACH TO THE PROJECT
Scale drawing showing proposed property lines and right of way, building layout,
floor plans, elevations, building materials description, renderings
Summarize how the firm will approach this project if selected
Respond to each identified major program element in this RFP
3) PROJECT SCHEDULE
0 Provide a chart showing conceptual development timeline including:
0 Kick off
0 Entitlement application
0 Entitlement review and approval process (depending on entitlements
requested)
0 Infrastructure Construction Schedule
0 Building Construction Schedule
0 Expected date to complete sale(s)/Iease(s)
4) EXPERIENCE OF FIRM
Describe the firm's experience in financing affordable housing developments
Descriptions of up to five recent housing developments developed by the firm
Describe the firm's experience in the development and marketing of ownership
housing projects
Provide references from area public and/or private housing and development
agencies (agency, name and title, telephone number)
5) EXPERIENCE OF DEVELOPMENT TEAM
Describe the development entity and identify the members with names,
addresses, and phone numbers of key representative of each entity. Provide
relevant qualifications and project specific experience or the principals of the
developer team. Identify person or persons with the authority to represent and
make legally binding commitments on behalf of the team. Identify Landscape
Architect and Building Design Professional.
Describe the development team's experience in successfully developing
affordable housing on infill sites in cities like Lodi
Describe the development team's track record in the design and construction of
housing projects within budget and on schedule
Describe experience with "green building" development
Identify at least two contacts that have previously provided the developer with
financing of the magnitude required for the proposed development. Provide
name and title, company, address and telephone numbers.
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Provide evidence of the developer's financial capacity to carry through with the
project
Identify any loans on which the firm has defaulted during the last five years
6) PROJECT FINANCIALS - ANTICIPATED PROJECT COST AND CITY
BENEFIT (OR COST)
Describe how your firm will determine funding sources to apply for and
coordinate the timing of entitlements and construction with funding
Provide information on all types of financing proposed and the amount of each
that the developer plans to utilize to construct this project
Provide financial information regarding anticipated sale prices
Provide breakdown of soft costs and total costs including Development Fees and
Charges
Include rationale for any requested amount from City for financial assistance
Include cost per unit to construct
What financial contingency does your firm have should any of the funding
sources fail to provide anticipated financing?
111. SELECTION PROCESS
A) Phases
The selection process will involve several phases.
Phase One: A review team will evaluate developer submittals. In addition to staff, this team
may include members of the City Boards/Commissions and/or other members.
The initial review will determine conformance to submission requirements and
whether proposals meet minimum criteria established. Review will include the
financing plan and completeness of submissions. Experience in development of
comparable projects will be considered and as will demonstrated ability of the
development team to deliver a quality project. Best project proposals/applicants
will be invited to participate in Phase Two.
Phase Two: Interview of selected applicants who will be asked to submit a complete proposal
Phase Three: Review of complete proposals. At this phase, the City may request additional
information. The review team will then make a recommendation to the
City Council.
B) Evaluation Criteria for Qualifications
Submittals will be evaluated based upon the following criteria (100 points total):
I . Overall design of Roget Park and its consistency with the City's stated goals and intent and
any "value added" by the developer's proposal, including no or low cost to the City and high
community benefit (35 points)
2. Responsiveness to the City's overall residential development goals and intent, including
neighborhood compatibility, access/circulation, integration of sustainable materials and
approaches, and aesthetics (35 points)
3. Demonstrated experience of the developer's team including: (20 points)
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i. Successful planning, construction, marketing, and economic performance of urban infill
housing projects of comparable size, scale and complexity
ii. The developer's proven ability to access funding resources to develop and complete
projects of comparable or larger size
iii. The quality of the design and architectural aspects of the developer's previous projects
iv. Experience in working with the public sector in public/private real estate development
projects, willingness to engage in public outreach efforts to affected residents, property
owners and to the local business community, pro -active plan to engage with local
community in the development review process and identification of clear lines of
responsibility within the developer's team on which the City can rely during negotiations
and implementation of the project
4. Other factors related to public benefits and environmental benefits, as appropriate (10 points)
IV. PROPOSAL TIMELINE
A) THERE WILL BE A MANDA TORYPRE-PROPOSAL MEETING A T THE SITE ON
FPUDA Y, SEPTEMBER 21, 2007 A T 10:00 AM FOR ALL DEVELOPERS PLANNING TO
SUBMITA PROPOSAL Questions raised at or before the Pre -proposal meeting will be
responded to in writing by the City to all attendees.
B) Interested developers must submit nine (9) copies of their initial proposal with all required
information. The proposal must be submitted in a sealed envelope by 4:00 p.m., on Friday,
October 12, 2007. Please submit to:
City of Lodi Community Development Department
221 W. Pine Street
Lodi, CA 95240
Any questions should be directed to Planning Manager Peter Pimejad at (209) 333-6711.
Late responses will not be accepted unless waived or modified by the City, at its sole discretion.
Facsimile or electronic transmissions of proposals will not be accepted. The City, following
review of the submissions, may request additional information.
C) Anticipated Schedule
(Schedule is preliminary and will be adjusted as needed during the submittallreview process)
Date/Time Frame Activi1y
Friday, Sept. 21, 2007 Mandatory Pre -Proposal Meeting
I week City responses to questions
Friday, Oct. 12, 2007 Initial proposal deadline
3 weeks City initial review
Monday, Nov. 5, 2007 Mail invitations to selected developers to refine proposal; letters
to others
Friday, Nov. 30, 2007 Deadline for submission of complete proposal
Wednesday, Jan. 16, 2008 Council presentation on recommended proposal
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V. LEGAL REQUIREMENTS
A) Notice to Developers
This Request for Proposals represents the initial step in soliciting proposals for qualified
developers. Responses to the RFP should demonstrate the developer's specific expertise in
developing a quality -housing product.
The selected developer will be responsible for obtaining all required approvals for the project.
However, the City will designate a project manager (at no additional charge) to work closely with
the developer during the development process, including permitting and public review. The
project manager will help to coordinate with all City departments and applicable City
commissions.
This RFP and selection process shall in no way be deemed to create a binding contract or
agreement of any kind between the City and any candidate. If the City selects a developer, it is
expected that a Development Agreement will form the basis of the contract between the parties.
All legal rights and obligations between the successful candidate, if any, and the City will come
into existence if, and only when 1) the City Council approves documentation required by the
California Environmental Quality Act, and 2) a Development Agreement is fully executed by the
parties. The legal rights and obligations of each party shall at that time be only those rights and
obligations which are set forth in the agreement and any other documents specifically referred to
in that agreement and executed by the parties.
Each candidate submitting a proposal in response to this RFP agrees that the preparation of all
materials for submittal to the City and all presentations are at the candidate's sole cost and
expense, and the City shall not, under any circumstances, be responsible for any costs or expenses
incurred by the candidate. In addition, each candidate agrees that all documentation and materials
submitted with a proposal shall remain the property of the City.
Submittals are public records subject to disclosure under the Public Records Act. Required
financial data should be submitted in a separate transmittal. The City will attempt to protect such
financial data from disclosure.
The City reserves the right to accept or reject any or all proposals and to issue a new RFP at any
time.
B) Hold Harmless
At and from the date hereof, the Applicant agrees to defend, indemnify, and hold the City of Lodi
harmless from any and all claims or lawsuits that may raise from the Applicant's activities under
the provision of this Agreement, that are attributable to the negligent or otherwise wrongful acts
or omissions, including breach of specific contractual duties of the Applicant or of the
Applicant's independent contractors, agencies, employees or delegates. Standard City insurance
requirements for new construction of new public improvements shall also apply.
VI. EXHIBITS
A) Vicinity Map & Aerial Photo of Area
B) Zoning Map
C) Site Plan Notes
D) Site Plan
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E) Park Design Description
F) Park Construction Specifications
G) Assessor's Page 027-41
H) Parcel Map 96POO2
1) Subdivision Map 97SO01
J) Tienda Drive Improvement Plan 97DO73
K) Park Maintenance Guidelines
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Exhibit C
SITE PLAN NOTES
1. New street' "N" to be extended northerly located consistent with approved design of adjacent developable
site:
a. For maximum east -west dimension of developable site for a single -lot, flag lot or similar
development, street may be centered 271 feet west of the east property line.
b. For conventional single-family lots fronting N Street, the street should be located approximately
300 feet or more west of the east property line to provide reasonable lot depth and maximum park
area.
c. Street may be curved (250 -foot minimum radius) to allow variation in developable lots and park
frontage.
d. The curb -to -curb width of the street shown in the Site Plan (34 feet) assumes parking on both
sides. With a project plan that includes an access alley at the west property line, the parking may
be eliminated on the west (developable lot) side of the street and the curb -to -curb width reduced
to 28 feet.
2. Planned east -west street "E" is to be designed to connect to Interlaken Drive and potentially
Lower Sacramento Road. The street shall be constructed by the developer within the limits of the project
and shall be located either:
a. Centered between the north Target Store property line and the north property line; or,
b. Located consistent with a concept plan for development of the property west of the Roget site.
The concept plan must have property owner concurrence.
3. A meandering sidewalk within Roget Park along N Street shall be designed to provide a wide parkway
strip (between 6 feet and 25 feet) between the curb and the sidewalk and shall serve both as a public
sidewalk for street pedestrians and for park circulation.
4. The northwest park area shall include new trees, turf, play area(s) and other amenities as described in the
Park Design section of this RFP.
5. Street lighting is not shown on the plan, however, lighting is required both on -street and in the park. The
layout should be coordinated for optimal efficiency. Street lighting shall comply with standard Electric
Utility requirements for residential street lights.
6. Site plan elements, including locations of existing trees, property lines and utilities were compiled from
various sources and are shown pictorially. The developer should plan on performing a new topographic
survey for final design.
1 Street names have not been adopted; "N" and "W" are used for ease of identification. The developer shall submit street
names with the final plan.
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Exhibit D
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Exhibit E
Rout Park Desiun Description
Roget Park is intended to primarily be a passive use, relatively low -maintenance park. The site consists of two
distinct areas — the east portion and the northwest portion. The east portion is approximately 4 acres and is the
portion donated by Dr. Gordon Roget, who previously planted numerous trees on the site. This portion is
intended for walking, bird -watching, reading, small picnics and other passive uses. The preliminary concept plan
for this area includes minimal turf area; instead, much of the area should be planted with wildflowers or other
native grasses/groundcover. A new redwood grove is planned for the northeast comer. The northwest portion is
approximately 0.6 acres and is part of the western parcel initially purchased by the City for additional park land.
This portion is where a children's playground is to be developed.
The developer will be required to retain the services of a landscape architect or qualified design professional to
propose a park design that is reasonably consistent with the City's goals and program as described in this RFP and
to suggest innovative measures to reduce long-term maintenance needs.
The desired ma or park elements are described below. Standard City construction specifications are also attached
that provide more detail as to what will be expected, however, the developer will be required to provide
appropriate specifications for the final approved plan. Elements that include a specific manufacturer are for
illustrative purposes of the quality and type of amenity. Similarly, quantities are based on the concept plan and
may be adjusted based on the final approved plan. The developer may propose alternatives which are to be agreed
upon as part of the final development agreement.
Park Elements, description (quantity/manufacturer):
• Concept Plan — address project goals, maintenance
• Final Plan — incorporate approved concept plan, construction specifications, site preparation (including
pruning, possible removals and protection of existing trees), initial planting, establishment, initial
maintenance period and warranty.
• 8 -Foot Wide Concrete Pathway/Sidewalk
• 8 -Foot Wide Park Benches (10, Wabash Valley)
• Precast Concrete Trash Receptacles (10, San Diego Precast)
• 12 -Foot Decorative Park Light Standards (approximately 8, plus street lights; design to be coordinated to
optimize final number, Holophane)
• Handicap Accessible Drinking Fountain (One, near playground, Haws)
• Handicap Accessible Playground Areas (One swing, one play equipment, including play area surface and
applicable clear space requirements, see specifications)
• Custom Wall/Park Sign — concrete, rock or other durable material
• Soil Amendments (as specified for area, GroPrower)
• New Tree Planting — Tree varieties to be included in concept plan; Redwood grove in northeast
• New (Sod) Turf — A blend of 90- 10 mix (Tall Fescue and Bluegrass)
• New Wild Flower Planting — A blend of native wild flowers. Varieties of mix to be included in concept
plan.
• Park Rule Signage — Text to be provided by City. Signs to be mounted to park light poles.
• Landscape Maintenance Period — as proposed and agreed upon; presumably two years.
• Automatic Irrigation System (Rainbird materials)
• Maxicom Irrigation Control System (One, Rainbird and Nextel)
• Underground Electrical with 100 amp metered service enclosure
Water, Sewer and Storm Drain services as needed — site drainage/grading to prevent excessively wet areas to be
included in final plan.
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Exhibit F
ROGET PARK SPECIFICATIONS — (Awust 2007)
6-20 SPRINKLERS AND LANDSCAPING
6-20.01 Sprinkler Systems - General Sprinkler systems shall be furnished and installed in accordance with
these Special Provisions and as shown on the approved plans, including any incidental work not shown or
specified which can reasonably be inferred as part of the work, and necessary to provide a complete and workable
system.
The work includes:
1 . Preparation of Drawings
2. Trenching and backfill
3. Sprinkler material and equipment installation
4. Installation of sprinkler controller, conduit and wiring
5. Installation of Maxicom system components
6. Maintenance and guarantee of irrigation system as agreed upon
a) Drawings
Construction A map diagram showing location of valves, lateral lines and route of the control and
communication wires shall be prepared by the developer. The diagram shall identify valves as to size,
station, number and type of planting irrigated, i.e., shrubs or ground cover. The diagram shall be submitted
to the City for review and approval prior to construction.
"As -Built" Sprinkler Drawings The developer shall prepare an "As -Built" drawing on a blueline print which
shall show deviations from the approved plans made during construction affecting the main line pipe,
controller locations, valves and sprinkler heads. The drawing shall be delivered to Inspector before final
acceptance of work.
b) Guarantee Work shall be guaranteed for I year from date of acceptance against all defects in material,
equipment and execution. Guarantee shall also cover repair of damage to any part of the premises, resulting
from leaks or other defects in material, equipment and execution to the satisfaction of the City.
Repairs, if required, shall be done promptly upon notification by City at no cost to City.
c) Existing Site Conditions The developer shall become acquainted with all site conditions. Should utilities
not shown on the plans be found during excavations, Contractor shall promptly notify the Inspector for
instructions as to further action. Failure to do so will make the developer liable for any and all damage
thereto arising from Contractor's operations, subsequent to discovery of such utilities not shown on plans.
Minor adjustments to the sprinkler system layout shall be made as may be required to work around existing
construction at no additional cost to the City.
6-20.02 Sprinkler System Materials Materials throughout the system shall be new and in perfect condition.
After award of the contract and prior to beginning work, the developer shall submit for review five (5) copies of
the complete list of materials which the developer proposes to install. Quantities of materials and equipment need
to be included. No deviations from the Specifications shall be allowed without specific, written City approval.
The decision of City shall be final in the determination of the quality of materials and equipment.
The developer shall be responsible for providing the City a "Turn Key" central control irrigation system. "Turn
Key" items include the Maxicom components noted above, installation of a workable Nextel phone modem
(phone number and dial tone). The cell phone number must be a dedicated line for the irrigation equipment.
Also, the master valve and flow sensor must be wired and calibrated. Finally, valve data information must be
collected and entered into the City of Lodi Parks Division Maxicom computer so scheduling can be executed from
the central location.
a) Plastic Pipe shall be polyvinyl chloride pipe (PVC) conforming to Section 20-1513(l) "Plastic Pipe Supply
Line" of the Standard Specifications and these Special Provisions. The class shall be as follows:
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In Turf Areas and Planters - Lateral lines 1/4 -inch and larger shall be Schedule 40 PVC. All lateral line
trenches shall be 18 inches in depth.
Main Line Piping or Pipe under constant pressure
I inch and larger shall be Schedule 40 PVC. Main line trench shall be 30 inches deep.
Piping Under Slabs, Foundations and Pavin
All sizes - Schedule 80 PVC
Plastic fittings
Schedule 40 PVC as manufactured by Sloane, Lasco, or equal.
b) Valves shall conform to the following:
Gate valves 4 inches and smaller shall be bronze, Class 125 or 150 with threaded ends, non -rising stem,
0 -ring stem gasket or Teflon impregnated asbestos packing and handwheel operator. Gate valves shall be
Stockham, Mueller, Kennedy or as supplied with backflow prevention assemblies.
Remote Control Valves shall be as specified on the drawings.
Backflow Assemblies shall be Febco, as specified on the drawings.
c) Miscellaneous Materials shall conform to the following:
Solvent cement shall be compatible with PVC pipe material and size and be of proper consistency. No
mixing of solvent with thinner will be allowed. Primers shall be used as recommended by the solvent
manufacturer.
Control wires shall be 24 volt solid wire U.L. approved for direct burial in ground. (Black or Red #14 UF
direct lead and white # 12 UF common ground.) I 10 volt wire shall be 24 12, CU, THW, I black, I white.
Sprinkler heads shall be manufactured by Rainbird.
Valve keys shall be furnished for adjusting remote control valves.
(2 - 30 -inch keys)
Valve boxes shall be fumished for each control valve. Boxes shall be Christy FL9 (Fibrelyte) boxes with
bolt down lid marked, "Irrigation," or approved equal.
Quick coMplers shall be manufactured by Rainbird .
d) Controller shall be one Rainbird Maxicom ESP -24 Site Satellite controller with Nextel cellular modem and
antenna mounted in a strong box enclosure as shown on the plans.
The authorized dealer for the Maxicom system in this area is Horizon Irrigation, 3355 Ad Art Drive,
Stockton, CA, (209) 931-8555.
The Maxicom installer must be a firm specializing in Maxicorn installation with a minimum of five sites
installed. The Contractor must submit a copy of their certification along with their Bid Proposal documents
for this project. The contract will not be awarded without Maxicom Certification. The City of Lodi — Parks
Division office will provide a list of certified Contractors at the request of the General Contractor.
The developer shall provide and install the following Maxicom components as manufactured by Rainbird,
Data Industrial and Superior.
Maxicorn CoMponents:
(1): ESP -24 Site Satellite Controller
(1): Flow Monitor Series 1500 Data Industrial — wall mount
(1): M51200 Pulse Decoder
(1): MSP Surge Arrestor
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(1): ISOBAR Surge Suppressor
(1): 8' Triangular Grounding Grid
(1): RCT01060
(1): FG8063
(LS):
(LF): (length TBD)
Maxicom Field Equipment:
Receiver Card F/ESP
Nextel Modem/Antenna
(700-9OOmHz 3 db gain antenna)
Terminal Strips and Wiring Labels
PE89 Communication Cable — (6 pair)
(1): (size TBD) "Superior" Master Valve — Normally Open
(1): (size TBD) "Data Industrial" — Flow Sensor
The Maxicom computer control system shall be guaranteed for one year from the date of acceptance against
all defects in material, equipment, and execution. Repairs, if required, shall be done promptly upon
notification by the City of Lodi, at no cost to the City.
The communication link between the office computer and the field equipment unit shall be the Nextel
modem/antenna and a computer modem. The field installed equipment unit interfaces between the office
computer and the field devices. The satellite controller unit stores and executes irrigation instructions from
the office computer and is wired to irrigation satellites, pulse decoders, sensor decoders, the flow sensor, and
ground and surge protectors.
The control wiring shall be PE -89 19 AWG communication wire - 6 pair. Wiring shall be installed with the
sprinkler main line common trench wherever possible. All communication wire shall be installed in 2 -inch
diameter PVC conduit. The control wiring shall be installed with slack. Wire splices shall be done in a
splice box and will only be allowed on runs greater than 1,000 feet. Wires shall be crimped together with
UAL connectors only and sealed with a Service Seal device.
A complete irrigation materials list shall be submitted to the City prior to the installation of the Maxicom
system.
6-20.03 Sprinkler System Installation
a) LUo shall be done as accurately as possible to conform to the Plans. While the Plans should be carefully
drawn, they are generally diagrammatic to the extent that swing joints, offsets and all fittings are not shown.
Job conditions will not always permit locating piping, valves and heads where shown. When this situation
occurs, it shall be brought to the Inspector's attention. The Contractor will be held responsible for the
relocating of any items without first obtaining Inspector's approval.
b) Excavating and trenching shall be performed as required for the installation of the work included under this
Section, including shoring of earth banks to prevent cave-ins. All surfaces, existing underground
installations, etc., damaged or cut as a result of the excavations shall be restored to their original condition.
Trenches shall be made with enough width to allow a minimum of 4 inches between parallel pipe lines.
Trenches for pipe lines shall be made of sufficient depths to provide the minimum cover from finish grade as
follows:
1 . 18 inches over main lines to remote control valves
2. 12 inches over lateral lines to heads
3. 24 inches under paved parking areas or roads
c) Pipe and fitting assembl shall be done in a workmanlike manner in accordance with the manufacturer's
recommendations. Remote control valves shall be installed where shown and grouped together where
practical and shall be placed no closer than 12 inches and parallel to walk edges, buildings and walls. Boxes
shall be set with tops matching finish grade.
Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying primer and solvent.
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IMPORTANT - Excess solvent shall be cleaned off. Solvent welded joints shall be cured at least 10
minutes before moving or handling, and at least 24 hours before water is permitted in the pipe.
Pipe may be assembled and welded on the surface. Pipe shall be shaken from side to side of trench to allow
for expansion and contraction.
Connections between plastic pipe and metal valves or steel pipe with threaded fittings shall be made using
plastic male adapters. A non -hardening pipe dope (Rector seal or Teflon tape) shall be applied to male
threads.
d) Sprinkler Heads Openings in the pipe shall be capped or plugged to prevent entry of debris. Lawn heads
shall be set flush with finished grade or curb and paving.
e) Flushing and testing shall be done after all new sprinkler piping is in place. A full head of water shall be
used to flush out the system with all heads removed. After the system is thoroughly flushed, risers shall be
capped off and the system pressure tested.
All sprinkler lines upstream of remote control valves shall be tested for a period of not less than 2 hours and
shall show no leakage or loss of pressure. Test pressure shall be 100 psi.
Unless otherwise directed by the Engineer, testing shall be accomplished by openings at the high points of
the system and blowoffs at all deadends. The valve controlling the admission of water into the section of
pipe to be tested should be opened slowly and fully before closing the hydrants or blowoffs. After the
system has been filled with water and all air expelled, all the valves controlling the section to be tested shall
be closed, and the line remain in this condition for a period of not less than 24 hours.
The pipe shall then be refilled, if necessary, and subjected to the specified pressure for a period of two hours.
All sprinkler lines downstream of remote control valves shall be tested under system pressure. Any
observable leaks shall be repaired. Minor leakage at swing/swivel joints is acceptable.
All leaks that are found shall be immediately corrected and the system again subjected to the same test.
All repairs of any damage to the pipes and their appurtenances, or to any other structures, resulting from or
caused by these tests, shall be performed by the developer as the Engineer may direct, all without cost to the
City of Lodi.
At the conclusion of the pressure tests, the heads shall be installed and tested for operation in accordance
with design requirements under normal operating pressure. The developer shall adjust the sprinkler heads to
make final full coverage.
f) Backfill and coMpaction shall be done after required tests and inspections have been made. Backfill shall be
made with clean soil, free of rocks and other material that may damage the pipe.
Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to 85% density except
where otherwise shown on the Plans.
Backfill shall be dressed off to match finish grades.
Settling of backfilled trenches which may occur during a one year period after acceptance, shall be repaired
by the developer, including the complete restoration of damaged planting, paving or other improvements of
any kind.
g) Automatic control wiring shall be installed with sprinkler mains and laterals in a common trench wherever
possible. Wires shall be a minimum of I inch from any pipe or fitting except at terminal points. Slack shall
be provided at valves and wires and shall be snaked in trenches to allow for contraction of wires. Tie wires
in bundles at I 0 -foot intervals with plastic electrical tape.
Control wire splices will be allowed only on runs more than 1,000 feet. Wires shall be crimped together
with Star -Kon #PT -70 connector and sealed with Scotchlok #3576 sealing pack.
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h) Electrical service shall be located and installed as shown on the Approved Plans and shall conform to the
provisions of Section 20-5.027E "Service" of the Standard Specifications. The developer shall install
conduit and wire to the point of connection. Conduit shall conform to the provisions of Section 86-2.05A
"Material" of the Standard Specifications.
6-20.04 Turf - General Turf shall be furnished and installed with these Special Provisions and as shown on the
Plans. Subgrade condition and grading shall be approved by the Engineer prior to turf installation.
a) Maintenance Period The developer shall be completely responsible for the general maintenance of the entire
sprinkler system and the turf for a period as agree upon from the time of first watering. The actual
maintenance period shall be per the approved Development Agreement. Two years is preferred.
During this maintenance period, any required repairs or adjustments to the sprinkler system shall be made
without additional compensation.
The developer will be required to adequately water the sod, fill low spots, replace unsuitable growth, or do
weed control and other work, as determined necessary by the Engineer, during the maintenance period
before final acceptance of the contract.
Mowable weeds and grasses shall be kept mowed off before they exceed two inches in height. Clippings
shall be removed unless otherwise approved by the Engineer. The planted areas shall be maintained in a
neatly mowed condition at all times.
Working days upon which no work will be required, as determined by the Engineer, will be credited as one
of the maintenance days, regardless of whether or not the Contractor performs work.
Working days when the developer fails to adequately perform plant establishment work, including but not
limited to watering planted area, mowing, filling low spots, replacing unsuitable growth, or controlling
weeds, determined to be necessary by the Engineer, will not be credited as one of the maintenance days.
At the end of the maintenance period, the stand of grass to be acceptable shall be weed free and have no
more than 3 percent of the total area in bare spots which shall close in at maturity and produce a ftill
coverage turf. Unacceptable areas shall be reseeded.
b) ClegLup and Final Inspection - Final inspection for approval and acceptance shall be made at the conclusion
of the maintenance period. Prior to being considered for inspection, the Contractor shall have performed,
within the entire project limits, a final weeding, mowing and clearing of all the debris so as to present the
work in a neat and orderly appearance.
6-20.05 Turf -Sod
a) Sod bed preparation and fertilization shall conform to the applicable provisions of Section 20-3 "Erosion
Control" of the Standard Specifications and these Special Provisions.
Soil amendment shall be added at the rate as specified to existing soil. The existing soil with soil
amendment shall be cultivated to a depth of six inches and all clods and lumps shall be broken up or
removed. The area shall be raked to remove all debris of any kind. Grading and shaping refinements shall
be performed to bring surface to true uniform sloping planes free from irregularities and to provide proper
and adequate drainage to designated collection points.
Soil amendments shall be GroPower Plus or equal with 5% nitrogen at the rate of 200 pounds per 1,000
square feet, except as otherwise approved by the Engineer.
After placing imported borrow and sprinkling and when the soil is friable, the developer shall cultivate and
cross cultivate the entire area to a depth of six inches. Fertilizer shall then be applied in the amount of 42
pounds of nitrogen, 21 pounds of phosphorus and 42 pounds of potassium per acre (14-7-14 at 7 pounds per
1,000 square feet) and worked into the soil during this cultivating process.
At the end of the maintenance period, one-half of the above named amount shall again be applied.
If foreign material is exposed by the cultivation, it shall be immediately removed from the area.
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When the soil has reached a condition of good tilth, the entire area shall be finish graded with a suitable
implement to produce a sod bed which is smooth, uniform and ready for planting. All rocks, clods, etc.,
over one inch in diameter shall be removed from the upper two inches of soil.
b) Sod shall be weed -free, viable, and shall be made up from a 90-10 mix. The sod shall be 90% Tall Fescue
and 10% Bluegrass. A written certification of the sod shall be furnished upon the request of the Engineer,
and no placing of sod shall be allowed prior to approval by the Engineer.
c) Sod installation shall be done with closely fitted joints, and the ends of the strips shall be staggered. On
irregular shaped areas, sod shall be laid in both directions from the longest straight line that can be drawn
through the area. Sod shall be rolled after an initial watering to eliminate irregularities. Immediate initial
watering is very important to sod survival. Do not over irrigate causing a spongy soil condition.
The Contractor shall be responsible for such protection of the turfed area as necessary to prevent trespassing.
6-21 Native Ornamental Plants
6-21.01 General Native ornamental turf plant mix shall be made up of a native fine fescue blend. The native
blend shall be applied at a rate of 70 pounds per acre.
a) Blend (Mix) shall be weed -free and shall be made up from 30 pounds of Festuca rubra Molate Blue
(Molate Blue Fescue), 20 pounds of Festuca idahoensis (Mt Tam, Native Blue Bunch Fescue), and 20
pounds Festuca occidentalis (Mokelumne Blue, Western Fescue, Mokelunine Blue). A written
certification of the native ornamental blend shall be furnished upon request of the Engineer, and no
placing shall be allowed prior to approval by the Engineer.
b) Ornamental Turf Installation shall be approached with other than routine turf -type procedures and shall be
direct seeded into the areas shown on the plans. This blend requires a grow -in period which is longer than
that required by conventional turf grass, with prolonged attention to control of invasive weeds. With
adequate weed control and sufficient water, the ornamental grasses will produce a thick groundcover
approximately one foot in height. Ideal time to sow this blend would be upon the initiation of the cooler
fall season in order to take advantage of the winter rainfall. The summer dormancy of the natives will
turn brownish in color, greening up again with the natural rainfall and cooler weather. During the one
year warranty period, the developer shall apply I pound per 1,000 square feet of actual N fertilizer in
early spring and another application of the same fertilizer in early fall.
6-73 CURBS, GUTTERS, SIDEWALKS AND MISCELLANEOUS CONCRETE
6-73.01 General Curbs, gutters sidewalk, and any other miscellaneous concrete structures shall be constructed
as shown on the plan, and applicable City of Lodi Standard Plans, and shall conform to the provisions in Section
73 "Concrete Curbs and Sidewalks" of the Standard Specifications and these Special Provisions.
a) Earthwork shall conform to the plans and Section 6-19.05 of these Special Provisions.
The area between the right-of-way line and the back of sidewalk shall be graded to 1/4 -inch per foot
and sufficient compactive effort and moisture shall be applied to this area to prevent settlement.
Voids shall be filled with topsoil, not sand. Water service or other boxes and facilities shall be
adjusted to grade.
b) Curbs, Gutters, Sidewalk, and Mow Strips shall be of monolithic construction when located adjacent
to each other. Construction joints shall be edged and shall conform to the proposed scoring pattern.
Expansion joint material shall be installed to the full depth of the concrete at locations shown on the
plans and as designated by the Engineer.
Concrete retaining walls shall be formed with plywood and all exposed edges shall be edged. After
the back form has been removed, the void shall be backfilled to grade with clean native top soil.
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c) Concrete: Portland cement concrete shall be Class "B" conforming to Section 90 "Portland Cement
Concrete" of the Standard Specifications with a minimum compressive strength of 2500 psi at 28
days.
All concrete used shall be mixed completely in a truck mixer, commonly known in the industry as
"transit -mixed concrete".
d) Forms: Forming requirements shall conform to the provisions in Section 73-1.04 "Forms" of the
Standard Specifications. If clean neat lines can be cut, the Contractor may pour against undisturbed
earth with prior approval by the Engineer. If any sloughing or caving of material occurs, both front
and back forms may be required.
Forins shall be true to lines and grades as shown on the plans.
Forms previously used shall be thoroughly cleaned before re -use. Before concrete is placed within
any form, all inside surfaces of the forms shall be thoroughly coated with an approved oil.
All forms shall be free of any foreign material previous to placing concrete.
e) Concrete Reinforcement: Mesh and reinforcing steel shall conform to the provisions in Section 52-
1.02 "Materials" of the Standard Specifications.
All reinforcing steel shall be accurately placed as shown on the plans.
All reinforcement shall be cleaned of dirt, rust, grease, loose scale and any other substance that may
prevent concrete bonding. All reinforcement shall be securely positioned and supported so as to
maintain the proper position during placement of concrete.
f) Concrete Placement: Concrete shall not be placed without approval of the Engineer. Placing
concrete without notifying the Engineer may be reason for rejection of the work.
Prior to placing concrete, the subgrade and inside face of the forms shall be thoroughly wetted as the
Engineer may direct.
Concrete shall not be deposited when it appears likely that the air temperature may fall below 40'F
during the placing of concrete or within the following 24 hours, unless special approval has been
received from the Engineer prior to placing of concrete. Concrete which, in the opinion of the
Engineer, has been damaged by freezing shall be removed and replaced.
Monolithic sidewalk may be placed with extrusion machinery. The machinery shall be approved by
the Engineer prior to use.
The developer shall install bench mark monuments as shown on the plans. The City of Lodi will
furnish the bench mark monuments without cost to the Contractor.
g) Finishing: After steel troweling, the concrete surfaces shall be given a medium hair broom finish.
Brooming on sidewalk shall be transverse to the length of curb.
All exposed concrete surfaces shall be finished unless otherwise directed by the Engineer.
Score marks and weakened plane joints shall be located as shown on the plans and as directed by the
Engineer.
h) Cure: Concrete cure shall be accomplished by either the water, pigmented curing compound or
waterproof membrane method and shall conform to the provisions in Section 90-7 "Curing Concrete"
of the Standard Specifications. White pigmented curing compound shall not be used on exposed
surfaces.
i) Tolerances: Dimensional tolerances for concrete work are listed below. Work done outside of these
tolerances will be rejected by the Engineer.
Curb, sidewalk thickness: Up to 1/4 -inch below specified thickness.
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Sidewalk crossfall: Total crossfall on 5 -foot sidewalks shall be within 1/2 -inch of design.
6-86 ELECTRICAL SYSTEMS
6-86.01 General
Electrical and lighting equipment shall be furnished and installed at the approximate locations shown on the plans
as directed by the Engineer, in conformance with the applicable provisions of Section 86 "Electrical Systems" of
the Standard Specifications and these Special Provisions.
All work shall meet the requirements of Section 86-1.02 "Regulations and Code" of the Standard Specifications.
6-86.02 Contract Submittals
The developer shall furnish information as required in Section 86-1.03 "Equipment Lists and Drawings" and 86-
1.04 "Warranties, Guarantees and Instruction Sheets" and these Special Provisions.
The Contractor shall also furnish the following information:
Manufacturer's catalog sheets for the following items, identified as to what is being furnished, including
all options, accessories, mounts and manufacturer's certifications.
- Conduit
- Light Poles
- Luminaries
- Conductor (Wire)
- Pull Boxes
- Metered Load Center
- Breakers
The list shall be complete as to the name of manufacturer, size and identifying number of each item. The list shall
be supplemented by such other data as may be required. In all cases, the judgment of the Engineer shall be final
as to whether substitute equipment and/or material recommended by the Contractor conform to the intent of these
specifications and is acceptable for use.
6-86.03 (Deleted)
6-86.04 Installation
Electrical and lighting system installation shall be in accordance with the following sections of the Standard
Specifications.
Scheduling of Work 86-1.06
Safety Precautions 86-1.07
Excavating and Backfill 86-2.01
Removing and Replacing Improvements 86-2.02
The Contractor's attention is also directed to Section 6-15 "Existing Facilities" of these Special Provisions.
6-86.05 Foundations
Foundations shall conform to the provisions in Section 86-2.03 "Foundations" of the Standard Specifications and
these Special Provisions.
6-86.06 (Deleted)
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6-86.07 Conduit
Conduit shall conform to the provisions in Section 86-2.05, "Conduit" of the Standard Specifications and these
Special Provisions.
Schedule 40 PVC Type DB pipe shall be used in locations as shown on the plans.
Insulated bonding bussing will be required on metal conduit.
After conductors have been installed, the ends of conduits terminating in pull boxes and load center cabinet shall
be sealed with an approved type of sealing compound.
Conduit runs shown on the plans to be located under new concrete walkways and turf areas where shown on the
plans. All pull boxes shall be located and set to grade in the concrete walkways and turf areas where shown on
the plans.
The conduit shall be placed in the bottom of the trench and the trench shall be backfilled to 2 inches above the top
of the conduit with compacted sand or material excavated. Rock, concrete, and broken asphalt are not acceptable
backfill material.
All excavated areas in the walkways shall be completely backfilled at the end of each day.
Other methods of placing conduit must be approved by the Engineer.
6-86.08 Pull Boxes
Pull boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes," of the Standard Specifications and
these Special Provisions.
Grout in bottom of pull boxes will not be required.
Recesses for suspension of ballasts will not be required.
All pull boxes shall be N9 manufactured by Christy unless otherwise noted on the plans. Extensions shall be
installed if wires will be within 6 inches of the top of a single box.
6-86.09 Conductors and Wirin2
Conductors and wiring shall conform to the provisions in Section 86-2.08 "Conductors" and Section 86-2.09
"Wiring" of the Standard Specifications and these Special Provisions.
Conductors shall be spliced by the use of "C" — shaped compression connectors. Splices shall be insulated by
Method A. (See Caltrans Standard Plan ES- 13.)
Fused splice connectors as specified in Section 86-2.095 shall not be installed.
6-86.10 Bondin2 and Groundini!
Bonding and grounding shall conform to the provisions in Section 86-2.10 "Bonding and Grounding" of the
Standard Specifications and these Special Provisions.
Grounding jumper shall be attached by a 3/16 inch or larger brass bolt in the load center and shall run to the
conduit, ground rod or bonding wire in adjacent pull box.
Grounding jumper shall be visible after cap has been poured on foundation.
Equipment grounding conductors will not be required in conduit containing loop lead-in cables only.
6-86.11 (Deleted)
6-86.12 Testini! The Contractor shall perform testing in accordance with Section 86-2.14B "Field Testing" of the
Standard Specifications.
6-86.13 Galvanizint! and Paintim!
Galvanizing shall conform to Section 86-2.15 "Galvanizing" of the Standard Specifications.
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Painting shall conform to Section 86-2.16 "Painting" of the Standard Specifications.
6-86.14 throu2h 6-86.19 (Deleted)
6-86.20 Luminaries (Park)
The Contractor shall provide and install "Hallbrook" series luminaries as manufactured by Unique Solutions. The
luminaries shall consist of a prismatic glass optical assembly shielded by a flared cut-off reflector and a top
mounted cast aluminum ballast assembly with a circumferential 1 1/2 inch reveal.
The optical assembly consists of a thermal resistant annealed borosilicate glass refractor mechanically held in a
formed aluminum door frame. The door frame is attached to the flared reflector assembly with three stainless
steel screws. Three keyhole slots in the door frame and an internal safety cable allow easy removal for
re-larnping. Light from a vertical lamp is distributed by precisely molded refracting prisms to maximize
utilization, uniformity and luminaire spacing. Use symmetric glass refractor for distribution.
Ballast Assembly
The ballast housing cast of 356 copper free aluminum alloy, has a smooth domed contour and 1 V2 inch
circumferential reveal. This housing has an integrally 1 '/2 inch NPT threaded entry with stainless steel set screw.
A terminal block is provided with a quick disconnect receptacle. The unitized ballast assembly plugs into the
quick disconnect receptacle. The ballast plate is keyholed for ease of installation into the ballast housing. A
nickel plated lamp grip socket of street lighting grade with a glazed porcelain body and the center contact backed
by a coiled spring, is positioned mechanically to the ballast plate, placing the lamp at the light center of the
prismatic glass refractor.
Ballasts and Voltage
The ballast shall be mogul base 70 watt — 120 volt High Pressure Sodium (HPS)
Finish
The luminaries shall be finished with a polyester powder coat applied after a seven -stage pretreatment process to
insure maximum durability. Finish color shall be HUNTER GREEN.
6-86.21 Li2ht Poles
The Contractor shall provide and install "Hallbrook" series light poles as manufactured by Unique Solutions. The
light poles shall be a one piece shaft contemporary European style light post constructed of cast aluminum. The
light poles shall have a single bishops crook mounting bracket and slender sweeping decorative clarnshell base.
Material
The anchor base shall be structural quality hot rolled carbon steel plate with a minimum yield strength of 36,000
psi. The base plate telescopes the shaft and is circumferentially welded top and bottom. The anchor bolts shall be
hot dipped galvanized. The bracket arm shall be 1 V2 inch schedule 40 pipe and threaded 1 V2 NPT for luminaire
mounting. The clamshell base shall be sand casted of A356 copper free aluminum alloy.
Dimensions
The pole shall be 12 feet in height with a 10 -inch square base plate. The decorative clamshell base shall be 22
inches in diameter and 45 inches tall. The shaft shall have a top diameter of 3.38 inches and a uniform taper of
0. 14 per foot of length. The bishops crook bracket arm shall rise 43 inches above the pole top and form a 30 -inch
diameter arc from the center of the vertical portion of the arm to luminaries mount centerline. The luminaire
mounting end of the bracket arm shall be 21 inches above the top of the post.
Wiring Access
The post shall be provided with a 2 '/2 inch by 4 V2 inch rectangular curved hand hole and cover. A V2 - 13 UNC
bolt and nut are provided for grounding.
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Finish
The post shall be provided with a prime coat of urethane polyester powder and a top coat of aliphatic acrylic
polyurethane. Final color shall be HUNTER GREEN.
Installation
The post shall be provided with four 1/4 -inch diameter by 24 -inch long L -type anchor bolts to be installed on a
9 -inch diameter bolt circle.
6-86.22 Decorative Bases
The Contractor shall provide and install "Hallbrook" series cast aluminum decorative cover base as manufactured
by Unique Solutions. The decorative base cover shall be a two-piece cast aluminum unit with a minimum wall
thickness of .25 inches. The casting is 45 inches tall by 22 inches in diameter at the base. The inside hole
diameter at the top is sized for a pole with a specified outer diameter at 45 inches from the base.
Hardware
The two castings are held together by six 1/4 -inch — 20 stainless steel hex head screws that are thread into the
castings. A bracket sent with the cover is attached to the anchor bolts and attaches to the cover with a 1/4 -inch — 20
stainless steel hex head screw.
Finish
All exposed cast metal surfaces are finished with a polyester powder paint applied after a seven -stage
pre-treatment process to insure durability and adherence. Final color shall be HUNTER GREEN.
Miscellaneous Work
The Contractor shall provide and install a non -shrink grout between the decorative bases and concrete slab on
which the base is sitting on. All voids shall be filled.
6-86.23 Metered Load Center
The Contractor shall provide and install one 100 AMP load center as manufactured by General Electric "GE" or
approved equal. The load center shall be surface mounted inside a Strong Box stainless steel enclosure. The load
center shall be a 120/240 VAC UL, single phase, 4 wire; 14 AWG 2/0 AWG / Load; Main Circuit breaker neutral
conductor shall be 14 AWG 1/0 AWG. Meter socket shall be NEMA Type 3R or approved equal.
6-108 PLAYGROUND EQUIPMENT
General Requirements All work shall be done in conformance with the materials manufacturer's
recommendations and precautions. The developer shall furnish manufacturer's instructions to the City at least 10
days prior to the start of work.
The developer shall design, provide and install new handicap accessible playground equipment system with
poured -in-place playground surface material that conforms to the California Code of Regulations Title 22,
Division 4, Chapter 22 and ADA Accessibility Guidelines (ADAAG). The systems shall be designed to meet
CPSC and ADA guidelines ensuring accessibility and safe play for all children regardless of their physical
abilities.
The playground area shall be installed so that the swing area is separate from the main play structure. The main
play structure shall have 8 to 13 elevated play components and shall have a minimum of 3 to 4 ground level play
components required to be on an accessible route. The intent of these requirements is to provide a variety of
experiences for individuals who choose to remain with their mobility aids or choose not to transfer to elevated
play components, along with meeting the use zone requirements.
The City will accept the following playground manufacturers: Game Time Playground Equipment, Little Tykes
Playground Equipment, Landscape Structures Playground Equipment, and Miracle Playground Equipment.
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The developer may request in writing, permission from the Engineer to use another manufacturer's equipment in
place of the equipment specified. The Engineer, before considering or granting such request, may require the
Contractor to famish, at his expense, evidence satisfactory to the Engineer that the equipment proposed for use by
the Contractor is equivalent to the equipment specified above. No wood structures will be considered as an
equivalent product. Product warranties, support services or other benefits associated with the specific material
will be considered by the Engineer in determining equality of materials.
Use of other equipment may require that the layout for the playground area be revised. The contractor shall be
responsible for ensuring that any revisions to the playground layout provide the required fall zones around all the
equipment and that all walkways continue to meet ADA requirements.
Prior to the final inspection of the new playground equipment, the developer shall supply the Engineer all
manufacturer's instruction manuals that were used to install the new playground equipment.
The developer shall provide the City of Lodi a final Playground Safety Inspection by a certified NPSI Playground
Safety Inspector prior to the opening of the playground to the public.
Roget Park equipment shall include the following features.
Fasteners:
Primary fasteners shall be socketed and pinned tamperproof in design stainless steel unless otherwise indicated.
All primary fasteners shall include a locking patch type material that will meet the minimum torque requirements
as published by the manufacturer. The manufacturer shall provide the installer and the City of Lodi Parks
Division all special tools for pinned hex fasteners.
Posts:
All upright support posts shall be fabricated from aluminum or steel extruded tubing conforming to ASTM B-221
or approved equal. All posts shall have a 5 -inch outside diameter with a minimum wall thickness of . 125 inches.
Deck, -
All decks shall be of modular design and shall have 5/16 inch diameter holes punched on the standing surface.
There shall be a minimum of (4) slots in each face to accommodate face mounting of components. Decks shall be
manufactured from a single piece of low carbon 12 GA sheet steel conforming to ASTM specification A-569.
The sheet shall be perforated then flanged formed and reinforced as necessary to ensure structural integrity. The
deck units shall then be thoroughly cleaned in a hot phosphatizing pressure washer, then primed with a clear
acrylic thermosetting solution.
The decks shall then be preheated and dipped into a U.V. stabilized liquid poly vinyl chloride, then salt cured at
approximately 400 degrees. The finished coating shall be a minimum of .050 inches thick.
Plastic Components:
All plastic components shall be rotationally molded from U.V. stabilized linear low density polyethylene per
manufacturer's instructions.
Powder Coatina:
All metal components to be powder coated shall be free of excess weld and splatter. Parts shall be thoroughly
cleaned in a pre-treatment system with a hot phosphatizing bath and a non -chrome seal for corrosion resistance,
and then thoroughly dried. Powder coating shall have a minimum thickness of .004 inches. Powder coating shall
be formulated for optimum U.V. stability and glossiness and shall meet or exceed ASTM Standards for Adhesion
(D-3363), Impact (D-2794) and Salt Spray Resistance (B-1 17).
Equipment Warranjy:
The manufacturer shall provide the City of Lodi Parks Division a minimum 3 -year Limited Warranty for all parts
components seats against failure due to corrosion/natural deterioration or manufacturing responsible for cosmetic
issues or wear and tear from normal use.
25
K:\WP\PROJECTS\PARKS\Roget\2007\REQUEST FOR PROPOSALS.doc
6-109 Plavivound Surface Material
General Requirements:
All work shall be done in conformance with the materials manufacturer's recommendations and precautions. The
developer shall furnish manufacturer's instructions to the City at least 10 days prior to the start of work.
The playground surfacing shall be "Tot Turf' Playground System as manufactured by Robertson Industries or an
approved equal. Tot Turf is a rubberized surfacing and shall consist of a poured -in-place polyurethane resin based
post consumer recycled rubber shredded material derived from recycled tries. The materials shall be
non-flammable, non -shrinking, one part moisture cured polyurethane adhesive as recommended by the
manufacturer.
The outdoor play areas shall be in compliance with the Uniform Federal Accessibility Standards (UFAS) FED -
STD -795 and the Architectural and Engineer Instructions (9AEI) Design Criteria. The requirements of the
Americans with Disabilities Act Accessibility Guidelines (9ADAAG) 28 DFR Part 36 that provide equal or
greater accessibility than the requirements of UFAS must also be met in children's outdoor play areas.
Submittals:
The developer shall submit for approval the following information to the Engineer 14 days prior to the installation
of materials.
• Manufacture's descriptive data and installation instructions, including cleaning and preventative
maintenance instructions
• Shop drawing details of the safety surfacing system, including depths of material, sub -base materials, and
edge details
• A list of all materials and components to be installed as part of the poured -in-place surface system, by
weight and/or volume and recommended coverage, including manufacturer's name, shipment date,
storage requirements, and precautions, and state chemical composition and test results to which material
has been subjected in compliance with these specifications
• A listing of at least (5) installations where products similar to those proposed for use have been installed
and have been successful service for a minimum period of three years. The list shall include
owner/purchaser, address of installation, service/maintenance organization, date of installation, contact
person and phone number.
• Statement signed by an official authorized to certify on behalf of the manufacturer of the synthetic safety
surfacing attesting that the surfacing meets or exceeds the requirements of ASTM F-1292-99 for
head -first falls from the highest accessible portion of the specified playground equipment
• A certificate of Insurance shall be provided by the manufactures of the synthetic safety surfacing for use
as playground safety surfacing, covering both general and product liability, of not less then
$5,000,000.00. The issuing underwrite shall be AA -rated.
• The developer shall provide the Engineer a 12 -inch by 12 -inch sample of the surface material 14 days
prior to installation. The sample shall match the color selection as noted on the plans for this project.
• Surfacing shall maintain required impact attenuation characteristics and be guaranteed against defects in
workmanship or material for a period of two years.
Products:
The safety surfacing shall consist of synthetic safety surfacing meeting requirements of Tot Turf as
manufactured and installed by Robertson Industries, Inc., 2146 West Sherman Street, Phoenix, Arizona,
85009, (800) 858-0519.
0 Safety surface shall consist of an impact attenuating substrate and wear surface bonded to produce
unified system.
26
K:\WP\PROJECTS\PARKS\Roget\2007\REQUEST FOR PROPOSALS.doc
• The uniform material shall be manufactured in such a way that the top portion meets the requirements
specified herein for wear surface.
• The safety surfacing shall be poured -in-place system as indicated on the plans.
• Impact Attenuating Cushion Layer Substrate shall consist of shredded styrene butadiene rubber
(SBR) adhered with 100 percent solids polyurethane binder to form a resilient porous material.
• Strands of SBR may vary from 0.5 mm — 2.0 mm in thickness by 3.0 mm — 20.0 mm in length.
• Foam or granular rubber is not acceptable material.
• Binder shall be not less than 14 percent, nor more than 16 percent of the total weight of rubber, and
shall provide 100 percent coating of particles.
• The substrate shall be compatible with the wearing surface and shall meet requirements herein for
impact attenuation.
Top Coat — (Wear Surface):
The wear surface shall consist of ethylene propylene diene monomer (EPDM) particles adhered with polyurethane
binder formulated to produce an even, uniform surface.
• EPDM particles shall meet requirements of ASTM -D-412 and CSA -Z614-98 for tensile strength and
elongation.
• EPDM shall be peroxide cured with an EPDM content of 26 percent and shall include a processing aid to
prevent hardness.
• Size of rubber particles shall not be less than 1.00 mm, nor greater than 3.0 mm across. Binder shall be
not less than 20 percent of total weight of rubber used in the wear surface and shall provide 100 percent
coating of the particles.
• Thickness of wear surface shall be a minimum of V2 inch.
Binder:
The binder for safety surfacing shall be 88-M-41, which is specifically designed for use with rubber granule
material for outdoor installations.
• 88-M-41 is a single component polyurethane prepolymer formulated using a polymeric foam of
Diphenylmethane 4, and Diisocyanate (MDI).
• No toluene diphenel isocyanate (TDI) shall be used.
• No filler materials shall be used in urethane such as platicizers and the catalyzing agent shall contain no
heavy materials.
• Weight of polyurethane shall be no less than 8.5 lbs/gal and no more than 9.5 lb/gal.
Site Preparation:
The Contractor and the Engineer shall field verify that finished elevations of play area are at the appropriate
subgrade elevation prior to the placement of safety surfacing subsurface shall be installed in a true, even plane and
sloped to drain as indicated on the plans.
The aggregate base rock subsurface shall be within 3/8 inch in 10 feet and shall be fully compacted to 95
percent.
27
K:\WP\PROJECTS\PARKS\Roget\2007\REQUEST FOR PROPOSALS.doc
Installation:
a) Safety Surface System: Components of the safety surface system shall be mixed on site in a rotating
tumbler to ensure components are thoroughly mixed and coated in accordance with manufacture's
recommendations. Installation of surfacing shall be seamless and completely bonded to subsurface.
Material shall cover all foundations and fill around all elements penetrating the surface.
b) Substrate: Whenever practical, substrate layer of surfacing material shall be installed in one continuous
pour on the same day. When a second pour is required, fully coat the edge of previous work with
polyurethane binder to ensure 100 percent bond with new work. Apply adhesive in small quantities so
that new substrate can be placed before the adhesive dries.
c) Wear Surface: Wear surface must be of high quality peroxide cured EPDM rubber. To bond wear surface
to substrate, apply adhesive to substrate in small quantities so that wear surface can be applied before
adhesive dries. Surface shall be hand troweled to a smooth even finish, except where wear surface is
composed of differing color patterns; pour shall be continuous and seamless. Where seams are required
due to color change, adjacent color shall be placed as soon as possible, before initial pour has cured. The
edge of initial pour shall be coated with adhesive and wear surface mixture shall be immediately applied.
d) Perimeter: Adhesive shall be applied with a roller or brush to the inside face of the concrete curb retaining
the safety surface materials.
e) Thickness: Construction methods, such as use of measured screeds 1 1/16 inch thicker than the required
surfacing depth, shall be employed to ensure that full depth of specified surfacing material is installed.
Surfacing system thickness throughout the playground equipment use zone shall be required to meet
attenuation requirements specified herein.
f) Clean -Up: Do not clean tools and equipment near or around final safety surface installation. The
installation contractor shall remove and dispose of all bags, buckets and other debris off-site.
g) Protection: The synthetic safety surface shall be allowed to fully cure in accordance with manufacturer's
instructions. The surface shall be protected by the contractor from all traffic during the curing period of
48 hours.
h) Patch Kit: The contractor shall provide the City of Lodi a patch kit for the poured -in-place material. The
patch kit shall contain enough material to repair 50 square feet. The kit shall include "Black base" mat
material, the colored wear course material and binder material to provide 100 percent coverage of all
rubber particles.
6-110 PARK FURNITURE
General Requirements All park furniture shall be furnished and installed in conformance with the materials
manufacturer's recommendations, instructions and precautions, as directed by the Engineer and as specified in
these Special Provisions.
All nuts and bolts shall be treated for rust resistance.
The contractor shall verify the dimensions of the park furniture and the concrete slabs to ensure that all ADA
clearance and accessibility requirements are met.
The installation of park furniture in existing concrete slabs shall be done by core -drilling the concrete.
Sawcutting and/or jackhammering the concrete will not be permitted. Park furniture shall be set in with
non -shrink concrete grout.
A) Park Benches Park benches shall be Wabash Valley Manufacturing, Model 5387 or an approved equal. The
park bench frames shall be constructed of heavy-duty galvanized steel tubing with a baked -on epoxy powder
coating. The tubing shall be a minimum of 2 3/8 inches O.D. before the finish coating is applied. The finish
frame color shall be black.
28
K:\WP\PROJECTS\PARKS\Roget\2007\REQUEST FOR PROPOSALS.doc
The bench seat and backrest shall be constructed of 3/4 -inch by 9 gauge heavy-duty expanded steel and have
a 1 3/4 -inch angle iron border. The expanded steel shall be finish coated with vinyl material or an approved
equal. The bench seat and backrest vinyl coating color shall be burgundy. The bench seat shall be a
minimum of 10 inches and a maximum of 12 inches in width.
B) Handicgp Accessible Drinking Fountain Drinking fountain shall be Haws Model 3177. Drinking fountain
includes recessed push button valve with automatic stream regulation, concrete guard for polished chrome
plated bubbler head, stainless steel access plate with vandal -resistant screws and V2 inch NPT screwdriver
stop. Standard color is portland gray cement with exposed aggregate finish. Pedestal shall be reinforced
with #6 galvanized pipe. Mount drinking fountain with four 5/8 -inch diameter anchor bolts furnished by
manufacturer. Contractor shall also install water line and sewer line connections.
C) Trash Receptacles & Lids Trash receptacles shall be manufactured by San Diego Precast Concrete Model
No. TR27DSQH and lid Model No. TRH27DSQH or an approved equal. The trash receptacles shall be
pre -cast concrete trash container, tan in color with a smooth glossy finished surface. The lid shall be square
in shape and fabricated from steel and tan in color. Trash receptacles and lids shall be installed per
manufacturer's instructions.
29
K:\WP\PROJECTS\PARKS\Roget\2007\REQUEST FOR PROPOSALS.doc
Exhibit G I
30
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Exhibi
Park Maintenance Guidelines
Roget Park is to be maintained by the Developer as agreed upon as part of the Development Agreement.
The following guidelines are provided as an example of desired maintenance practices and frequencies to assist
the Developer in preparing the proposal.
The City of Lodi Parks Division maintains City parks through a Zone Management Maintenance Program. Each
facility and specific features with the facility require specific maintenance tasks completed within a specific
ftequency. Roget Park is expected to be a very passive facility overall. Specific features within Roget Park may
require daily maintenance.
Turf -
Mow on a seven-day cycle at a maximum height of 3 inches. Grass clippings are recycled during mowing or
removed from the facility.
Maintain in a healthy state, 95% weed-ftee.
Notify the Park Superintendent 72 hours in advance of fertilizer and pesticide application.
Turf irrigations schedules are to be developed with the assistance of the Zone Maintenance Supervisor.
Turf edging is to be performed the same day as the site is mowed.
Turf is to be kept a minimum of 18 inches from tree trunks smaller that 2 inches DBH and 24 inches from tree
trunks larger than 2 inches DBH.
Tree Maintenance:
Newly planted trees are to be inspected weekly. During this weekly inspection, check the status of the tree stakes,
tree ties, trunk guard, health and soil moisture.
With the assistance of a soil probe and the ribbon test, determine watering needs during the months of March
through September. Provide supplemental water as needed.
Fertilize newly planted trees prior to the completion of the maintenance period with Grow Power fertilizer tabs
20-8-8 in six auger holes just outside the root ball, 12 inches below grade, backfilled with native soil; one tab per
augured hole.
Mature trees are to be monitored monthly. If pruning is required, contact the Park Superintendent 72 hours in
advance of scheduled work. ISA pruning standards are to be followed.
Trash Removal:
Site trash receptacles are to be emptied at a minimum of three days per week.
Site is to be inspected for litter. All foreign material is to be removed for entire site daily.
Weed Abatement:
Site is to be monitored for weeds weekly. Weeds are not allowed to reach 6 feet in height prior to a scheduled
pesticide application.
GraffitiNandalism Abatement:
Monitoring of graffiti/vandalism is a daily requirement. Notification of findings is to be forwarded to the Park
Superintendent on a weekly basis.
Removal of graffiti is expected within 24 hours of notification. Repairs of vandalism are expected on a case by
case basis determined by the contractor's representative and Park Superintendent.
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Playground Equipment:
Daily inspections are required. Negative findings are to be reported to the Park Superintendent immediately.
Parks Division will be responsible for monthly documented inspections and necessary repairs of equipment.
Park Lighting:
Monthly inspections are required. Negative findings are to be reported to Park Superintendent.
Wildflower area:
Establish and maintain spec species. Perform weed abatement as required.
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