HomeMy WebLinkAbout0012_3_B - Proposal-RiNGINEERING
ESOURCES
OF SOUTHERN CAEIFORHIA, INC.
100.000P
May 6, 2016
Mr. Jason Simpson
Director of Administrative Services
City of Lake Elsinore
130 South Main Street
Lake Elsinore CA 92530
PROPOSAL FOR THE LA LAGUNA RECREATIONAL VEHICLE PARK
LAKE ELSINORE, CA
Dear Jason:
As requested, I have prepared the following proposal for planning, design and construction
services related to the development of a new recreational vehicle park, located in the City of
Lake Elsinore, California. After reviewing the site plan and phase diagram provided by you and
visiting the site, we have developed a significant understanding of the issues and constraints
related to the development of new RV Park at the proposed site.
SITE DESCRIPTION
The project is located in the City of Lake Elsinore on the westerly shore of the lake and easterly
of Riverside Drive (SR 74) at Lincoln Street. The site is the location of a recently improved
access road and boat launch with parking, restrooms and picnic facilities. The balance of the site
is dominated by an existing RV Park, sand beaches and an undeveloped area along southerly
edge of the property.
The site is characterized by relatively flat terrain that slopes generally in an easterly direction
to the lake. The westerly portion of the site is currently developed as a RV Park. In this area,
the vegetation is moderately dense and includes shade trees shrubs and grass. Additional
improvements in the developed portion of the site include paved roadways and RV sites, an
administration building and subsurface utilities including power, water and sewer.
Various RV sites throughout the park have differing levels of utilities ranging from full hook ups
to dry camping. It appears the majority of the sites have water and power while the RV sites
along Riverside Drive provide water, sewer and power. However, it has been indicated by Park
staff that the sewer hook ups along Riverside Drive are slowly being abandoned due to a
blockage that is causing the sewer to back up.
Other facilities identified at the site include two restroom buildings, one of which appears to be
abandoned, a small maintenance yard and limited fire protection facilities. The restroom
3550 E. FLORIDA AVE., SUITE B
HEMET CA 92544
(951) 765-6622
(951) 765-6621 FAx
buildings are both connected to septic systems that will require proper abandonment during the
reconstruction of the park. Abandonment of these systems will be incorporated into the
demolition plan. In addition, an existing well has been identified at the southerly edge of the
maintenance yard. Signage at the well indicates the water is not potable, therefore, we assume
it will be abandoned as well. Wharf head fire hydrants throughout the site indicate the existence
of an onsite water system. However, the size and location of these facilities and the source of
supply are currently unknown.
Construction of the launch ramps and associated parking, restroom and picnic facilities appear
to have been coupled with a new lift station located westerly of the restroom building. The lift
station is enclosed by a block wall and, based on current research, appears to be owned and
operated by the Elsinore Valley Municipal Water District. As indicated below, we have assumed
this lift station and the associated force main have the capacity to serve the park once it has been
redeveloped.
The portion of the site southerly of the existing RV sites is generally flat and extends from
Riverside Drive easterly to the lake's shore. The area is generally covered with fallow ground
and native grasses near Riverside Drive, but transitions to trees and shrubs closer to the lake.
This area also supports a small fenced storage area.
Existing public improvements at the site are Iimited to Riverside Drive along the westerly
frontage. Riverside Drive provides one lane of traffic in each direction with a center left turn
lane and left turn pockets. An existing traffic signal controls the movement of traffic through
the Tee intersection at Riverside Drive and Lincoln Street. In addition, there are water and sewer
facilities within the right-of-way of Riverside Drive that are operated by the Elsinore Valley
Municipal Water District.
PROPOSED IMPROVEMENTS
Proposed improvements at the La Laguna RV park are categorized as onsite and offsite. In
general, the onsite improvements will include grading and drainage, circulation, water and sewer
and water quality best management practices. These civil site improvements will facilitate the
construction and installation of RV sites, sites for tent camping, cabins, an administration
building, showers and restrooms and other recreational amenities.
Currently, the only planning document available is a site plan, prepared by STK Architecture,
Inc., which provides for the general layout of the RV sites, tent camping, cabins, recreational
amenities and site circulation. We are unaware of any planning document(s) that address the
overall site grading or the water, sewer and drainage needs of the site.
Therefore, we anticipate the development of final construction drawings in three phases
including:
Schematic Design including an overall grading concept and the preparation of master
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water, sewer and drainage concepts for the site.
Design Development including the development of plans for grading, drainage, water
sewer, erosion control and support documents such as hydrology, hydraulics,
construction and post construction phase water quality management, fire flow
calculations and preliminary cost estimates. Plans and documents prepared during this
phase will be approximately 50 percent complete when presented to City staff.
Final Construction Drawings including plans, documents and cost estimates described
above, along with specifications developed to the level of 100 percent complete.
In addition to the proposed onsite improvements, there are certain offsite improvements
necessary to provide access to site for users and public safety personnel. The site plan provided
by STK, provides for ultimate street improvements at the Lincoln Street entrance that extends
northerly to the existing access road. Based on the Circulation Element in the City's General
Plan, the ultimate section on Riverside Drive provides for six lanes of traffic, a raised median
and bike lanes in a 120 -foot wide right-of-way. In addition, the offsite improvements include
a deceleration lane for north bound traffic entering the project at Lincoln Street and a third
entrance to the project at Lake Crest Drive.
Key to the discussion of the concept plans and preliminary and final construction drawings are
the assumptions made during the development of the work scope associated with each item.
Therefore, the assumptions made during the preparation of this proposal are listed below.
1. Water and Sewer service will be provided by the Elsinore Valley Municipal Water
District,
2. The sewer lift station near the restrooms at the boat launch has the capacity to serve the
entire site.
3. Street improvements shown on the site plan prepared by STK Architecture Inc., will be
built to the ultimate width.
4. The street improvements will require an acceleration lane at the northerly end of the
proposed widening
5. Traffic signal modifications at Lincoln Street will be limited to the project side of the
street.
A scope of services based on these assumptions will provide the basis of the fee estimate
presented in Exhibit "B." If the underlying assumptions are modified during research or the
Schematic Design phase, an appropriate modification to the scope or work and estimated fees
will be negotiated with the City.
SCOPE OF SERVICES AND FEE ESTIMATE
Our Scope of Services and Fee Estimate are based on the completion of projects of similar size
and scope, a field review of the site and surrounding improvements and conversations with STK
Architecture Inc.
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For your review, we have prepared the following documents:
1. Exhibit "A" Scope of Services for the La Laguna RV Park.
2. Exhibit "B" Fee Estimate for the La Laguna RV Park.
These documents are appended to this letter for your use.
If you have any questions regarding this proposal, ,please give me a call at (951) 765-6622.
Respectfully yours,
4�-
Matt Brudin, P.E.
Principal
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SAADMIMPROPOSALSILETCER PROPOSALSILETTERS\20I61City of Lake Elsinore - La Laguna RV Park.wpd
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EXHIBIT "A"
SCOPE OF SERVICES
LA LAGUNA RV PARK
LAKE ELSINORE9 CA
PRE -DESIGN ACTIVITIES
Record Data — Conduct utilities research with the Elsinore Valley Municipal Water District, Gas
Company, Time Warner Cable, Verizon, Southern California Edison and other utility purveyors
to identify the location of existing water and sewer lines and power and communications
facilities.
Contact representatives of the County of Riverside, Caltrans and the City of Lake Elsinore to
obtain record drawings for adjacent street improvements and to obtain copies of records of
survey, recorded easements and rights-of-way.
Topography and Boundary Survey — Conduct topographic and boundary surveys of the site.
Aerial topographic methods will be utilitzed to prepare site topography at 1 -inch equals 20 -feet
with a 1 -foot contour interval. All mapping will meet National Map Accuracy Standards. Final
survey data will include the site boundary, improved traveled ways, above and underground
utilities, and other data required to prepare a complete mass grading plan for the entire site and
precise grading plan for Phase I of the proposed improvements. Onsite survey data will extend
50 feet beyond the south, west and north boundaries of the site.
Topographic data for street improvements will be gathered by cross sectioning Riverside Drive
across the project frontage. Full cross sections will extend 100 feet beyond the project
boundaries and the centerline topography will extend 300 feet beyond the site boundaries. Full
width cross section data will be gathered every 25 feet and will include fencing, trees, edge of
pavement, centerline, lip of gutter, top of curb, back of sidewalk, right-of-way and other
necessary features within those limits. Survey limits will be expanded at the intersection with
Lake Crest Drive and the existing access road to provide for potential signal improvements.
Additional detail such as signal poles, pull boxes, loop detectors, controller cabinet and electrical
service will be gathered at Lincoln Street to facilitate the design of signal modifications
necessary to widen the roadway.
Topographic data for the design of offset street improvements will be reduced and plotted at a
scale of 1 -inch equals 40 -feet. Topography for intersection and traffic signal plans will be
prepared at a scale of 1 -inch equals 20 -feet.
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Base Map — Using record drawings, aerial topography and field data prepared in the previous
tasks, prepare abase map for onsite grading and drainage and water and sewer improvements and
offsite street improvements. Each base map will be prepared at the scale noted above and will
include existing improvements, utilities of record, project boundary, easements, rights-of-way
of record, and surface culture.
SCHEMATIC DESIGN
Mass Grading Plan — Conduct an analysis of site grading that accounts for perimeter conditions,
site access, site circulation, site drainage and water quality management features based on a site
plan provided by the Architect. This analysis will give consideration to impacts at adjoining
streets and roads, boat launch facilities, parking and existing utilities during the development of
an overall grading concept for the site.
The Mass Grading Plan will be a concept level plan that incorporates the projects surroundings,
existing improvements and proposed amenities into an overall grading plan that provides for the
logical development of the site. Site grades will be developed to promoted phased development
of civil site improvements and utilities while taking advantage of recreational blocks for water
quality management and runoff storage. Tiered grading techniques will be utilized to maintain
the integrity of the amenities and concept of each recreational block.
Earthwork calculations will be prepared based on finished contours, undercut street sections and
recessed areas to be utilized for retention and water quality. Prior to presentation of the grading
concept to City staff, the site grades will be adjusted to provided a balanced site or as closed to
a balanced site as possible.
Conceptual Drainage Plans — Concurrently with the development of the Mass Grading Plan,
develop an overall plan for the installation of drainage facilities, retention areas and water quality
management features. The plan will be developed with primary consideration given to project
phasing and the orderly development of drainage and water quality features.
Development of the conceptual drainage plan will be based on runoff quantity and volume for
the 10- and 100 -year storms resulting from the completion of calculations based on methods
accepted by Riverside County. Hydraulic calculations will include normal depth calculations
for all drains 15 -inches in diameter and smaller, a hydraulic profile for drains larger the 15 -
inches in diameter and routing calculations for all retention basins.
Conceptual drainage design will also include the development of a flow rate and volume
necessary for the design of water quality features based on low impact development standards.
Based on either a water quality flow rate or volume, the conceptual drainage plan will include
the location, preliminary size and cross section of water quality features necessary to meet the
goals on the Water Quality Management Plan.
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Conceptual Utility Plan — Prepare a conceptual plan for the development of water and sewer
facilities necessary to serve the project based on project phasing, the location of existing water
and sewer infrastructure and fire flow requirements. Prior to initiating conceptual design
activities meet with the Elsinore Municipal Water District to discuss application requirements,
acquire record drawings, determine system capacity and pressures, evaluate connection points
and discuss system ownership.
The conceptual utility plan will provide general information related to the size and location of
the main line sewer and water, connection points to existing facilities, valve and manhole
locations. Back flow prevention and the location of fire hydrants and other appurtenant facilities.
Coordination and Meetings — Attend meetings with the City of Lake Elsinore, Elsinore Valley
Municipal Water District, and the Architect. Coordinate conceptual design activities throughout
the Schematic Design phase with the Architect, City of Lake Elsinore, Elsinore Valley Municipal
Water District and Caltrans.
DEsiGN DEVELOPMENT
Preliminary Grading and Drainage — Based on the mass grading plan, prepare a preliminary
grading and drainage plan for Phase I of the La Laguna RV Park. This will include establishing
building pad elevations, elevations at RV sites and the RV and boat storage, verification of
building access, an accessible path of travel, design of site circulation and access, grades on
flatwork, design of surface and subsurface drainage, coordination with adjacent street design and
existing improvements and preliminary support calculations.
Refine the design and location of flow based and volume -based water quality features.
Incorporate the most effective method of treatment in the preliminary design along with
applicable site design and nonstructural best management practices.
Prepare earthwork calculations based on preliminary grades. The earthwork will then be
adjusted to achieve, as close as possible, a balanced site.
Onsite grading will be designed in conformance with the appropriate sections of the 2013
California Building Code.
Preliminary Utility Design — Based on the location of the various buildings, RV sites and
drainage facilities, prepare preliminary site piping for domestic water service, sewage disposal
and fire protection. The domestic water system will be designed to meet the requirements of the
Elsinore Valley Municipal Water District and/or the American Water Works Association.
The preliminary design of the water system will include line sizes and location, valves and
fittings, fire hydrants and the location of the services to buildings and RV Sites. The preliminary
water plan will also show the point of connection to the public water system and appropriately
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sized back flow prevention facilities. Systems hydraulics and fire flow calculations will be
refined based on the locations of appurtenant facilities shown on the preliminary plan.
Prepare a preliminary layout of the onsite sewer extending from the existing sewer lift station
into and around Phase I of the proposed RV Park. The horizontal and vertical design of the
onsite sewage facilities will be refined based on the conceptual design of the onsite water system
to provide adequate separation between the two systems. Manhole locations will be adjusted to
account for site grades and surface drainage and the location of laterals and cleanouts will be
shown.
Onsite sewer and water facilities will be shown on the same plan and will be designed to be
within 5 feet of the proposed buildings.
Onsite fire facilities will be designed per the 2013 California Fire Code and NFPA 24. All other
onsite services will be designed for the 2013 California Plumbing Code.
Preliminary Street Improvement Plan — Prepare preliminary street design for Riverside Drive
between Lincoln Street and the existing access road. The preliminary design will include
development of appropriate limits of construction within the easterly half of the roadway.
Anticipated improvements include half street paving, curb and gutter, sidewalk and acceleration
and deceleration lanes on the northerly and southerly ends of the widened section.
Additional effort will be dedicated to the development of site access at Lake Crest Drive. This
will include coordination with Caltrans and the preparation of intersection plans showing the
location of the curb returns, access ramps and landings, cross drainage (if required) and
preliminary striping and signage.
Proposed improvements along Riverside Drive will be coordinated with the City of Lake
Elsinore and Caltrans.
Preliminary Construction Cost Estimate -- Prepare a preliminary construction cost estimate
based on 50 percent complete grading and drainage plans, utility plans and plans for offsite
improvements.
Coordination and Meetings — Attend meetings with the City of Lake Elsinore, Elsinore Valley
Municipal Water District, Caltrans, utility purveyors and the Architect. Coordinate design
activities throughout the Design Development phase with the Architect, City of Lake Elsinore,
Elsinore Valley Municipal Water District and Caltrans.
CONSTRUCTION DOCUMENTS
Precise Grading and Drainage Plan — Prepare a precise grading plan for Phase I of the La
Laguna RV Park. Information provided will include building pads and RV site location, building
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footprints where appropriate, sidewalks and other flatwork, fencing and site walls, concrete and
asphalt concrete paved areas, surface drainage, RV and boat storage, parking, site access,
accessible parking and path of travel and signage directing site circulation In addition, this final
plan set will include detailed drawings for each recreational square showing the location of
amenities such as gazebos, a tot lot, horse show pits, half basketball courts and a dog park.
The overall site design will be generated giving consideration to site design and nonstructural
best management practices with the goal of minimizing the impervious footprint of the site. The
final site design will also incorporate water quality management features that are either flow
based or volume -based depending on effectiveness and site requirements.
Prepare final earthwork calculations based on the final grades, drainage facilities and pavement
sections.
Utility Plans — Prepare utility plans that show the location of onsite domestic water and sewer
systems serving the site. Water and sewer improvements will be based on the preliminary design
prepared during the Design Development phase of the project. Water system plans will provide
for the construction of the onsite water system including pipeline location and size, location of
valves and fittings, location of services to buildings and RV sites, air and vacuum release valves,
joint restraints, connections for irrigation, and details specific to the connection to the public
water system. If necessary, details will be provided for fire department connections at buildings
requiring fire sprinklers.
This plan will also show the location and size of the sewer line necessary to provide service to
the various buildings throughout the site and the laterals serving the RV sites. The onsite sewer
plan will provide the location of manholes, cleanouts and grease interceptors at buildings
providing food service. Details will be developed showing the method of connection to the
existing lift station and any modifications to the lift station site. In addition, underground power
and communications facilities will be shown on the plan to avoid conflicts with other facilities.
Sewer and water facilities will be designed within 5 feet of the proposed building.
Design of the underground power and communications facilities will be provided by others.
Street Improvement Plans -- Provide final street improvement plans for Riverside Drive and the
site access point at Lake Crest Drive. The plan set will include a cover sheet with general street
notes, construction notes and quantities, typical cross sections and other information pertinent
to street construction. The plan and profile sheets will provide a plan view including limits of
grading and the paved section, curb and gutter, sidewalk, site access and the profile at top of curb
and centerline. Additional plan sheets will be dedicated to the design of the acceleration and
deceleration lanes at the southerly and northerly end of the widened section and to the
development of a new site access at Lake Crest Drive.
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The final street improvement plans will include signing and striping plans designed per the
Standards of the City of Lake Elsinore and Caltrans to accommodate the widened section of
Riverside Drive, the associated acceleration and deceleration lanes and access points at Lake
Crest Drive and the existing access road.
Coordinate final design with the City of Lake Elsinore and Caltrans. Prepare and submit an
application for an encroachment permit allowing the construction of the proposed street
improvements.
Traffic Signal Plans - Prepare traffic signal modification plans to accommodate the proposed
deceleration lane and street widening at the intersection of the Riverside Drive and Lincoln
Street. This task includes a review of record drawings and field conditions to establish existing
conditions and geometry, sight distance, signing and striping, traffic patterns, existing signal
equipment and above ground utilities.
Traffic signal modification plans will show the modifications to the existing signal necessary to
accommodate the new approach to the intersection and the widened section north of the
intersection. New traffic signals will be designed to match the street improvements based on
current City of Lake Elsinore and Caltrans requirements.
All traffic signal plans will be prepared at a scale of 1 -inch equals 20 feet and will be presented
to both the City of Lake Elsinore and Caltrans for review and approval.
Erosion Control Plan -- Prepare an erosion control plan for the site in compliance with City,
State and Federal regulations. The erosion control plan will include the location, alignment,
spacing and quantities for erosion control and desilting devices required to protect adjoining
properties from impacts resulting from the construction of the proposed project. Sediment and
erosion control devices may include gravel bags, straw/hay bales, rumble plates, silt fencing,
desilting ponds or other methods of energy dissipation. This plan will also include the name and
24-hour contact information for the person responsible for conducting emergency erosion control
work.
Hydrology Study — Prepare a hydrology study for the project based on site grades and the
location of the drainage improvements. Rational Method and Unit Hydrograph calculations will
be prepared for both the 10- and 100 -year storm events for onsite areas. In addition, this task
will include the preparation of retention volumes for the storage of increased runoff associated
with the development of the site. The final hydrology calculations will be presented in report
form with a narrative, final calculations and supporting documentation.
Storm Water Pollution Prevention Plan— Prepare a Storm Water Pollution Prevention Plan
(SWPPP) in compliance with the Construction General Permit Order No. 2009-0009-DWQ as
amended by Order No. 2010-0014-DWQ. The SWPPP will address the following items using
the CASQA format:
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► Risk Level
► Source Identification
► Erosion and Sediment Control
► Maintenance, Inspection and Reporting
► Training
► Monitoring and Reporting; and,
► Post Construction Management
Exhibits appended to the SWPPP include a USGS Quadrangle showing the project location, site
grading plans, erosion control plans and a Contractor's Activity List.
The Notice of Intent for the project will be completed and forwarded to the County for signature.
Uploading the executed Notice of Intent to the "SMART " system and payment of the associated
fees will be the responsibility of the City of Lake Elsinore.
Water Quality Management Plan — Prepare a Water Quality Management Plan (WQMP) based
on the requirements of the Riverside County Water Quality Management Plan for the Santa Ana
River and the Riverside County Design Handbook for Low Impact Development Best
Management Practices to accompany the submittal of the improvement plans for the La Laguna
RV Park. The WQMP will address the following issues:
► Pollutants of Concern
► Hydrologic Conditions of Concern
► Best Management Practices including Site Design, Treatment Control and Non Structural
► Operation and Maintenance Responsibility for Treatment Control BMP's
► Funding
Appendices to the WQMP will include a vicinity map and a site plan, educational materials, soils
report, maintenance and inspection requirements and frequency and agreements,
Specifications — Prepare specifications for grading, cast -in-place concrete, form work, concrete
paving, asphalt concrete paving, water and sewer facilities and appurtenances and onsite
drainage. Guide specifications will be provided by the Architect and marked up and returned
for use during the development of an overall project specification.
Cost Estimates — Prepare construction cost estimates using bid results from previous projects
of similar size. The final cost estimates will be prepared prior to the 95 percent complete
submittal of the final construction drawings and modified to include any changes resulting from
the plan check process.
Meetings and Processing — Attend coordination meetings with the Architect, City of Lake
Elsinore, Caltrans and utility purveyors impacted by the project. Submit and process
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construction drawings and support documents for approval with the City of Lake Elsinore and
Caltrans.
BIDDING SUPPORT SERVICES
Track and provide written responses to Requests for Information or Clarification issued by
bidding contractors. If necessary, provide input during the preparation of written addenda to the
plans and/or specifications.
CONSTRUCTION SERVICES
Provide coordination of the work of all design disciplines. Process materials' submittals,
requests for information, requests for clarification and substitution requests. Provide
construction observation, on a periodic basis to verify design intent, quality of workmanship and
general progress of the work. Construction observation will be limited to one trip.
EXCLUSIONS
The above Scope of Services is specific to this project and is subject to certain exclusions. These
exclusions include environmental documents, archeology and paleontology studies, biological
studies, resource agency permits, architecture, geotechnical engineering, percolation studies,
infiltration tests, offsite water and server plans, well design, design of water storage facilities,
domestic and fire pumps, horizontal control plans, traffic control plans, street lighting plans, site
lighting, dry utility design, permit fees and plan checking fees.
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EXHIBIT "B"
FEE ESTIMATE
LA LAGUNA RV PARK
LAKE ELSINORE, CA
PRELIMINARY DESIGN
Record Data ........................................................ $ 1,480
Topographic and Boundary Design ....................................... 13,340
BaseMap........................................................... 3,740
Subtotal ....................................$ 18,560
SCHEMATIC DESIGN
Mass Grading Plan .................................................... $ 11,590
Conceptual Drainage Plan .............................................. 7,940
Conceptual Utility Plan ............................................... 11,160
Coordination and Meetings ............................................ 2,220,
Subtotal .................................... $ 32,910
DESIGN DEVELOPMENT
Preliminary Grading and Drainage ....................................... $ 11,590
Preliminary Utility Plan ................................................ 13,480
Preliminary Street Improvement Plans .................................... 7,780
Preliminary Cost Estimate .............................................. 4,000
Coordination and Meetings ............................................ 2,220
Subtotal .................................... $39,070
CONSTRUCTION DRAWINGS
Precise Grading and Drainage Plans ...................................... $ 15,380
Utility Plans ........................................................ 14,980
Street Improvement Plans .............................................. 14,080
Traffic Signal Plans ................................................... 10,110
Erosion Control Plan ................................................... 4,240
Hydrology........................................................... 5,000
Storm Water Pollution Prevention Plan ..................................... 4,760
Water Quality Management Plan .......................................... 4,760
Specifications......................................................... 2,110
Cost Estimates........................................................ 4,000
Coordination and Meetings ............................................. 2,960
Subtotal ....................................$ 83,380
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BID SERVICES......................................................$ 3,480
CONSTRUCTION SERVICES ............................................ $ 4,420
Subtotal ................................... $ 180,820
REIMBURSABLE EXPENSES ............................................$ 2,000
Total ......................................$ 182,820
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