Project: E Vista Way Medians
Date: Thu 1/22/26
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APPENDIX 2: FEE PROPOSALAPPENDIX : RESUMES
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RESUMES
Years of Experience:
13 Education:
B.S., 2015, Civil Engineering -
Transportation Emphasis, San
Diego State University, 2015
Licenses/Certifications:
Professional Engineer - Civil,
2019, #90577, CA
Professional Engineer - Traffic,
2021, #2982, CA
RELEVANT EXPERIENCE
North Coast Highway 101 Streetscape,
Encinitas, CA. City of Encinitas. PROJECT
ENGINEER. Responsible for development for traffic
signal, traffic control and signing and striping plans.
Michael Baker is providing engineering, traffic, and
environmental services for the North Coast Highway 101
Streetscape Improvements Project. The project includes
multi-modal functions involving road diet measures,
such as lane restriping of sharrows in the north and
south-bound lanes; traffic calming roundabouts; a traffic signal; and street beautification measures for 2.5 miles of old Highway 101 in Leucadia. The goal is to increase walkability along the project corridor and provide more efficient on-street parking to eliminate sight-distance problems for side-street traffic and vehicular conflicts with bicyclists.
Birmingham Drive Improvements, Encinitas,
CA. City of Encinitas. DESIGN MANAGER. Responsible
for developing plans, specifications, and estimate for
a half-mile of improvements on Birmingham Drive. The
project consisted of adding/replacing sidewalk on both
sides of the road, updating all curb ramps and driveways to be ADA compliant, installing an elliptical roundabout (due to right-of-way and environmental constraints) at the intersection of Newcastle Avenue and Birmingham Drive,
improving drainage infrastructure, and undergrounding
the existing overhead utility lines on the street. The
design role for the project included the development of street, drainage, water quality, retaining wall, signing and striping, and traffic signal plans for the corridor.
Other project roles included attending monthly design
team meetings, public workshops, and coordination with
subconsultants.
3 Roots Mitigation Measures, Road
Improvements, and Traffic Engineering,
San Diego, California. Lennar Corporation. CIVIL
ENGINEER. Responsibilities included preparing public
street improvement plans as part of several mitigation
measures for a proposed housing development in the
City of San Diego. Plans included street improvement,
ADA improvement, signing and striping, retaining wall,
and drainage plans for various intersections in the Mira Mesa neighborhood of San Diego. Michael Baker is
providing services for the Mira Mesa area of the City of San Diego to meet the traffic mitigation measure for the 3 Root Development project by Lennar Homes. The project
includes roadway widening, storm water improvements,
traffic signal modifications, signing and striping plans, traffic signal communication plans, and right of way
acquisitions.
Lomas Santa Fe Corridor Improvements,
Solana Beach, California. City of Solana Beach.
PROJECT MANAGER. Responsibilities as project
manager include developing and overseeing plan
development for streetscape improvements. Bicycle
and pedestrian improvements were at the forefront
of the project and plan development included street
improvements, ADA improvements, retaining wall,
drainage, traffic signal and signing and striping plans for the 2-mile corridor. The project is part of the city’s vision to revitalize the corridor and provide enhanced multi-
modal connectivity.
9th Street Improvements Mobility
Assessment, Imperial Beach, CA. City of Imperial
Beach. PROJECT MANAGER. Responsibilities as the
project engineer on the 9th Street improvement project
included overseeing the design of the roadway, drainage, striping, and traffic signal improvements on the corridor.
Responsibilities included coordination with the City to refine the design and provide a cost-effective design while accomplishing the City’s traffic calming objectives of
the project. Michael Baker provided engineering, project management, capital projects engineering, construction
management, and related professional services for the
9th Street Improvements Project under an as-needed
contract. The project was initiated by the city of Imperial Beach to improve mobility, accessibility, safety, and water quality along 9th Street from Calla Avenue to the southern terminus of 9th Street. The project enhanced multimodal mobility and made 9th Street into a desirable street along which to walk, bike, drive, and live. Michael Baker’s tasks included project study area and data collection, mobility assessment, parking summary, reporting, and project
meetings.
P R O J E C T M A N A G E RGeoff Retemeyer, PE, TE
Mr. Retemeyer’s experience includes managing traffic and roadway engineering and has designed and prepared street improvement, roundabout, drainage, ADA improvement, traffic signal, striping and signing, and traffic control plans. He specialized in cost-effective designs of roadway and traffic projects throughout many local agencies in Southern California and particularly throughout San Diego County. Geoff has the ultimate responsibility for assuring quality is built in to your project. His role in quality is to facilitate, monitor and manage the communications required to obtain all needed design inputs and to manage the schedule and coordinate the design to meet the City's expectations.
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RESUMES
Years of Experience:
31 Education:
B.S., 1994, Civil Engineering,
Santa Clara University
Licenses/Certifications:
Professional Engineer - Civil,
1999, 59286, CA
Professional Land Surveyor,
California, 2012, 8904
Qualified SWPPP Developer
(QSD), California, RCE59286
RELEVANT EXPERIENCE
North Coast Highway 101 Streetscape,
Encinitas, CA. City of Encinitas. PROJECT
MANAGER – LAND DEVELOPMENT. Michael Baker
is providing engineering, traffic, and environmental
services for the North Coast Highway 101 Streetscape
Improvements Project. The project includes multi-modal
functions involving road diet measures, such as lane
restriping of sharrows in the north and south-bound lanes; traffic calming roundabouts; a traffic signal; and street beautification measures for 2.5 miles of old Highway
101 in Leucadia. The goal is to increase walkability along the project corridor and provide more efficient on-street parking to eliminate sight-distance problems for side-
street traffic and vehicular conflicts with bicyclists.
As Needed Landscape Architecture and
Engineering. San Diego County. CIVIL ENGINEER.
Michael Baker was selected to provide as-needed design
services for numerous parks in San Diego County to
enhance the quality of life for residents and preserve
significant natural resources. As part of its services, Michael Baker is preparing designs for an array of
enhancements, including parking area upgrades,
walking trail and sidewalk designs, fencing and lighting improvements, playground enhancements, and drainage
and stormwater designs. It is also providing geotechnical studies, environmental testing, and cost estimates.
3 Roots Mitigation Measures, Road
Improvements and Traffic Engineering. Lennar
Corporation. PROJECT MANAGER. Responsible for
overseeing the project public street improvement plans
as part of several mitigation measures for a proposed
housing development in the City of San Diego. Plans
included street improvement, ADA improvement, signing
and striping, retaining wall, and drainage plans for various intersections in the Mira Mesa neighborhood of San Diego.
The project includes roadway widening, storm water
improvements, traffic signal modifications, signing and striping plans, traffic signal communication plans, and right of way acquisitions.
* Project performed prior to Michael Baker
Calavera Hills Community Park Gateway
Improvements, Carlsbad, CA. City of Carlsbad.
PROJECT ENGINEER. Michael Baker performed civil
and structural engineering services for improvements to the Calavera Hills Community Park, a 21-acre recreational space that features a community center facility, picnic areas, athletic fields, basketball and tennis courts, a sand lot, and a community garden. As part of the project, Michael Baker designed a new entryway, along with
lighting, drainage, and pedestrian upgrades.
Colina Park Sidewalk and Street Light
Improvements, San Diego, Ca.* Civic San Diego.
PROJECT MANAGER. Managed engineers and survey
crews to prepare plans for sidewalk and street light
improvements in the Colina Park neighborhood in San
Diego. The project involved working with the Client, Civic San Diego, to ensure the requests of the Community
Group were met; coordination and meeting with the plan
check staff at the City of San Diego Development Services Department (DSD) through plan approval; coordination
with street lighting consultant throughout; addressing
RFIs during construction.
Robertson Ranch West, Carlsbad, California*.
SENIOR PROJECT ENGINEER. Responsible
team member for development of 201 acres of land.
Responsible for hydrology, grading plans, storm drain
design and storm water treatment including applicable
reports, plans and calculations. The project included
processing for approvals for a vesting tentative map,
master tentative map, two final maps, a grading plan and improvement plans for backbone streets, five multi-family lots (364 condominiums), two commercial lots and 308
single family lots and 88 acres of Open Space.
South Melrose Drive. City of Vista.* SENIOR
PROJECT ENGINEER. Responsible for preparing a
Record of Survey for a City-owned parcel of land. Ms. Tyler served as As-Needed Engineer to the City. The project
included research of record documents, preparing paper
boundary points for survey crews, prepared Record of
Survey in accordance with San Diego County Standards
and the Professional Land Surveyors Act. My role in this project was lead engineer and land surveyor.
P R I N C I P A L- I N - C H A R G EJoanne Tyler, PE, PLS, QSD Ms. Tyler is experienced in civil engineering and land surveying in all aspects of public works and land development. Experience includes public works, utilities, industrial, commercial, retail, and large housing projects throughout southern California. Design capabilities include widening of arterial road, design of collector streets, utility layout and design, mass and precise grading plans, earthwork calculations, hydrology and hydraulic studies, SWPPP and SWMP report preparation, erosion control plans and cost estimates. 03/24/2026 C10 154 of 234
RESUMES
Years of Experience:
30 Education:
B.S., 1995, Civil Engineering,
University of Maine
Licenses/Certifications:
Professional Engineer -Civil,
2000, #C60755, CA
RELEVANT EXPERIENCE
North Coast Highway 101 Streetscape,
Encinitas, CA. City of Encinitas. PROJECT
ENGINEER. Mr. Stone assisted in multiple tasks during
the design phase of North Coast Highway 101 Streetscape Improvements. Tasks included developing parking pod
concepts for the entire corridor using criteria developed with NCTD, overall construction cost estimates by phase, evaluation of phasing of the project, drainage design
including the pipe plan and profile for El Portal to A Street.
Mr. Stone attended multiple meetings with the City,
SANDAG, and NCTD to discuss placement of the future
Coastal Rail Trail relative to parking pods within NCTD R/W.
Birmingham Drive Improvements , Encinitas,
CA. City of Encinitas. PROJECT MANAGER. PM for
improvements to Birmingham Drive through Cardiff.
Improvements include utility pole undergrounding, adding ADA-compliant sidewalks and ramps, adding a dedicated
bike lane, constructing a new roundabout to improve
safety at Newcastle Drive, planting bioretention areas
between the curb and sidewalk for runoff, extending
a reclaimed water line to provide recycled water
opportunities for a nearby elementary school and park,
and rehabilitating the pavement. The project also required three right-of-way partial acquisitions that Mr. Stone
coordinated with BRI. Mr. Stone has been acting as the City point of contract for the consultant team, is responsible for managing the budget, and is active in the public outreach component of the project.
Discovery Street and San Marcos Boulevard
Intersection Improvements. City of San Marcos.
PROJECT MANAGER. The City wanted to explore
project alternatives that would benefit the operations
and safety of the intersection, while also addressing
important features like water quality and aesthetics.
Key issues included impacts to utilities, such as SDG&E, communications, sewer, storm drains, and water lines;
soil conditions; safety and access goals for the corridor; traffic signal modification and phasing; environmental
compliance; and potential flood plain and floodway
impacts. Michael Baker developed three alternatives
aimed at structuring a project to best suit the City’s needs.
Carlsbad Village ADA Improvements,
Carlsbad, CA. City of Carlsbad. PROJECT
MANAGER. Mr. Stone prepared final plans, specifications and estimates for installation of twenty-eight ADA ramps within major streets in the City of Carlsbad and within the I-5 Caltrans Right-of-Way. The design required evaluating existing sidewalk slopes in front of building entrances in Carlsbad Village, existing roadway cross slopes and
profile grades to make the new ramps ADA compliant. Due to the urban location of the project, some ramps required analysis of impacts to utilities, catch basins, traffic signal poles, and pedestrian push buttons. Additionally, a Caltrans Encroachment Permit was acquired in four
months for construction of six ramps at the intersection of Carlsbad Village Drive and I-5. The permit required
traffic control plans, water pollution control plans, and coordination between the City and Caltrans District 11.
Imperial Beach Boulevard Streetscape
Project. City of Imperial Beach. PROJECT ENGINEER.
Responsible for the management of the design efforts
for the 1.5 mile Imperial Beach Boulevard Streetscape
project. His role was to coordinate efforts between
disciplines including the waterline, geotechnical sub
consultant, drainage, water quality, landscaping and water quality. He was also responsible for checking the plans, specifications and estimate for overall consistency prior to going out to bid.
Inland Rail Trail, Vista, San Marcos, and San
Diego County.* SANDAG. PROJECT MANAGER.
Responsible for coordinating all consultant and sub-
consultant efforts and communicating with multiple
agencies for this seven-mile Class I bike path mostly
within NCTD R/W. The design team consisted of
approximately ten subconsultants, including right of way, landscaping, and other design consultants. Stakeholders included NCTD, 4 local agencies, the CPUC, SANDAG, 2
Irrigation Districts, and multiple developers adjacent to the corridor.
Q A / Q C & C O N S T R U C T A B I L I T YJosh Stone, PE Mr. Stone is a Department Manager in Michael Baker's Transportation and Public Works Department. He has 30 years of experience working on both public and private sector projects mostly in Southern California. He has managed the design of major roadway corridors, local streets, bike paths, and interchange projects for many local agencies in San Diego County. He has direct experience in preparing roadway and bike path geometrics, drainage reports, engineer's estimates, and specifications. Mr. Stone has gained valuable experience in providing construction support on over twenty projects that he has completed as the engineer of record. 03/24/2026 C10 155 of 234
RESUMES
Years of Experience:
13 Education:
B.S., 2013, Civil Engineering,
University of California, Irvine
Licenses/Certifications:
Professional Engineer, 2019,
90081, CA
RELEVANT EXPERIENCE
North Coast Highway 101 Streetscape
Improvement Project, Encinitas, California.
City of Encinitas. PROJECT ENGINEER.
Responsibilities include civil design for precise grading of parking areas, street signing and striping, and storm drain improvements. Michael Baker provided engineering, traffic, and environmental services for the North Coast Highway 101 Streetscape Improvements Project. The
project included multimodal functions involving road
diet measures, such as lane restriping of sharrows in
the north- and south-bound lanes; five traffic calming
roundabouts; a traffic signal; and street beautification measures for 2.5 miles of old Highway 101 in Leucadia.
The goal was to increase walkability along the project
corridor and provide more efficient on-street parking to eliminate sight-distance problems for side-street traffic and vehicular conflicts with bicyclists. This project was Phase I of an overall larger project that is still ongoing.
North Coast Highway 101 Leucadia Storm
Drain Improvement Project, Encinitas,
California. City of Encinitas. PROJECT ENGINEER.
Michael Baker provided engineering services for the
ongoing North Coast Highway 101 Leucadia Storm
Drain Improvement Project in Encinitas, California.
Upon completion, the project will enhance stormwater
infrastructure along North Coast Highway 101, from
Encinitas Boulevard to La Costa Avenue, to address
flooding issues in the Leucadia and Old Encinitas
communities. Improvements include new storm drain
systems, bioretention areas, and inlets to increase
stormwater treatment and conveyance capacity
throughout the corridor.
Leucadia Master Plan of Drainage Design. City
of Encinitas. PROJECT ENGINEER. Responsibilities
included design of mainline/lateral storm drain systems beneath Coast Highway 101 and nearby streets,
hydrologic/hydraulic computations, and the completion of SWQMP and Drainage Reports. Incorporating information
from other studies near El Portal and managing the HGL
within the mainline were the challenging aspects of this project.
East Valley Parkway and Midway Drive
Drainage Improvement Project, Escondido,
California. City of Escondido. TECHNICAL
MANAGER. Responsibilities include civil design for
mainline and lateral storm drain systems, sewer and water relocations, street improvements, coordination with the City of Escondido and utility purveyors, cost estimating, and QA/QC. Upon completion, the project will remove 976 units from the FEMA 100-year floodplain.
On-Call Engineering Services, Imperial
Beach, California. City of Imperial Beach. PROJECT
ENGINEER. Responsibilities include civil design for
precise grading of curb and gutter, ADA ramps, cross
gutters at intersections, median islands and storm
drain improvements. Michael Baker was retained by the
city of Imperial Beach to provide engineering project
management, capital projects engineering, construction
management, and related professional services to the
public works department under an as-needed contract.
Areas of work under this contract included general
engineering, traffic engineering, mapping and geographic information system (GIS), capital improvement project
(CIP) services, land surveying, clean water program,
water systems, street and drainage systems, sewer
systems, flood plain and regulatory agency compliance,
Americans with Disabilities Act (ADA) compliance, grant application services, and construction management.
3 Roots Mitigation Measures, Road
Improvements, and Traffic Engineering. Lennar
Corporation. CIVIL ENGINEER. Design of the public
street improvement plans as part of several mitigation
measures for a proposed housing development in the
City of San Diego. Responsible for addressing plan check comments on the street improvements. Plans included
street improvement, ADA improvement, signing and
striping, retaining wall, and drainage plans for various intersections in the Mira Mesa neighborhood of San Diego.
The project includes roadway widening, storm water
improvements, traffic signal modifications, signing and striping plans, traffic signal communication plans, and right of way acquisitions.
E N G I N E E R I N G & R O A D W A YKyle La Viscount, PE Mr. La Viscount has experience with several aspects of planning, design, and plan preparation for a range of public works and land development projects, including civil design for precise grading and ADA compliance, street, sewer, water, and storm drain improvements and preparation of water quality management plans, stormwater pollution prevention plans, and hydrology reports. 03/24/2026 C10 156 of 234
RESUMES
Years of Experience:
34 Education:
M.E., 1996, Environmental
Engineering, The Pennsylvania
State University
B.S., 1992, Civil Engineering,
University of Delaware
Licenses/Certifications:
1998, Civil Engineer, CA, 58089
2006, Certified Floodplain
Manager, CA
2010, Qualified SWPPP
Developer/Practitioner,
CA, 00043
2010, Construction General
Permit Trainer of Record (CGP-
ToR), CA
RELEVANT EXPERIENCE
Camino Del Mar Streetscape Village Specific
Plan, Del Mar, California. City of Del Mar.
TASK MANAGER. Responsible for monitoring
and ensuring compliance with water quality
standards. Oversaw sampling, analysis,
and reporting to support environmental and
regulatory requirements. Michael Baker
was responsible for the conceptual layout of
Camino Del Mar in the heart of Del Mar for the
village specific plan (VSP) and has served as
the city of Del Mar’s Engineering Department
since June 2009. Michael Baker provided
engineering design for a new facility, which
will provide approximately 20,000 square
feet of classrooms and medical office space.
Michael Baker developed a demolition plan,
grading and drainage plans, fire site plan,
and wet utility plans. The team performed
hydrology calculations and provided
stormwater treatment design. Half of the
building is to be built into a 2:1 hillside. The
challenges presented by the hillside and plaza
required innovative design to adequately treat
and convey stormwater. Michael Baker also
prepared a SWPPP for the project, serving as
the project’s qualified SWPPP developer to
meet requirements of the construction general
permit.
State Route 125 (SR-125) San Diego,
California. BMP Consulting. TECHNICAL
CONSULTANT. Responsible to the design-build
contractor for consultation on BMP selection
and design for the new SR-125 tollway (South
Bay Expressway) in San Diego County. The
$635 million, 10-mile tollway connects SR-54
in Spring Valley to Otay Mesa Road/SR-905
near the International border crossing. The
project 401 certification had detailed numeric
requirements for stormwater quality. Assisted
in the design team in developing a BMP
program that would satisfy the regulatory
requirements.
East Avenida Cordoba Drainage
Improvements, San Clemente, California.
City of San Clemente. PROJECT MANAGER.
Responsible for feasibility assessment as
well as final PS&E for drainage improvements
to convey a 100-year storm along East
Avenida Cordoba from with the intersection
with Via Avila to the existing box culvert
system at Avenida Verde at Call Alcazar, The
improvements will be designed to minimize
flooding impacts to neighboring properties
as well as reduce erosion within the natural
channel in which flows are currently conveyed.
The work effort includes preliminary
cost-benefit and utility conflict analysis,
environmental constraints, hydrology and
hydraulic modeling using AES HydroWin and
PC SWMM.
South Santa Fe Road Improvements at
Smilax Road, San Marcos, California. City
of San Marcos. STORMWATER/HYDROLOGY
TASK LEADER. Responsible for providing
stormwater engineering services as part
of Michael Baker’s contract to design two
retaining walls along South Santa Fe Avenue.
Stormwater work involved updating the design
documents based on City requirements to the
Water Quality Improvement Program (WQIP)/
WQTR, identification and design of permanent
stormwater BMPs, analysis of the site plan
for compliance with the requirements of the
County of San Diego Final HMP, development
of a project hydromodification mitigation study,
and preparation of a SWPPP to comply with the
current General Construction Permit.
D R A I N A G E & W A T E R Q U A L I T YRichard Lucera, PE, CFM Mr. Lucera has established himself as an industry leader in the fields of stormwater design and water quality analysis. His experience includes design, as well as planning and regulatory compliance. He participated heavily in the public review process of the recently adopted National Pollution Discharge Elimination System Municipal Stormwater Permit for San Diego County.He has been an active participant in the creation of the County of San Diego Low Impact Development (LID) Handbook that was created in response to the new Regional Water Quality Control Board Requirements. He is currently a member of the San Diego County Technical Advisory Committee that is contributing to the creation of the local hydromodification management plan (HMP).
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RESUMES
Years of Experience:
25 Education:BA, Environmental Analysis and Design, University of California, Irvine
Licenses/Certifications:Association of Environmental Professionals (AEP) National Association of Environmental Professionals (NAEP) Orange County Association of Environmental
Professionals (OCAEP))
RELEVANT EXPERIENCE
Studebaker Road Complete Streets Project,
Long Beach, California. City of Long Beach.
ENVIRONMENTAL LE AD. Michael Baker’s
work on the Studebaker Road Complete Streets
Project included obtaining Caltrans approval,
transit facility location and coordination,
public outreach, innovative pavement design,
coordination with multiple agencies, improving
the roadway profile, and ADA compliance.
Studebaker Road is the eastern most north-
south arterial corridor beginning at 2nd Street
and ending at the Los Coyotes Diagonal. The
length of the project was approximately 5 miles
long and included 17 signalized intersections.
The project converted Studebaker Road to
a complete street corridor by adding cycle
tracks, including on-street bicycle lanes
separated from through traffic by parallel
parking and a buffered area as well as side-
boarding island transit stops.
Garvey Avenue Corridor Complete Streets
Feasibility Study, El Monte, California.
City of El Monte. ENVIRONMENTAL LE AD.
Michael Baker is currently working on the
feasibility study, developing four viable design
alternatives to transform Garvey Avenue into a
Complete Streets corridor. These alternatives
address challenges such as planned transit
enhancements, retention of on-street parking,
accessibility, the inclusion of a protected bike
lane for all users, utilities, drainage, pavement,
landscape, ROW, and public outreach.
Messick Road Bridge Replacement Project,
San Joaquin County, California. San Joaquin
County, CA. ENVIRONMENTAL MANAGER.
Responsible for managing the preparation of
the environmental document (NEPA CatEx and
CEQA IS/MND) and related technical studies.
Michael Baker provided environmental
engineering services for the preliminary
engineering and environmental documentation
phase of the Messick Road Bridge Replacement
over Mosher Creek. Michael Baker prepared
environmental documentation in accordance
with CEQA and NEPA requirements, 35 percent
plans, and a type-selection memorandum.
Environmental technical studies to support
the NEPA and CEQA documentation included
a preliminary environmental study form,
natural environmental study, delineation
report, biological assessment, area of
potential effects map, historic property
survey report, historical resources evaluation
report, archaeological survey report, noise
study memorandum, moderate visual impact
assessment, initial site assessment, air
quality technical memorandum, water quality
technical memorandum, and farmland impact
memorandum. This project followed the
Caltrans Local Assistance Procedures
Manual.
El Camino Real Bridge and Road Widening,
San Diego, California. City of San Diego
Economic Development. ENVIRONMENTAL
MANAGER. Responsible for environmental
documentation. Michael Baker assisted with
preparation of an environmental assessment
(EA) under NEPA for the El Camino Real Bridge
Widening Project. The project was required to
correct seismic and operational deficiencies
associated with the El Camino Real Bridge.
The city proposed to reconstruct and widen
the 340-foot-long bridge over the San Dieguito
River. The EA and supporting technical studies
included preparation of a detailed biological
analysis to determine potential impacts to
federally listed species. In addition, the project
required extensive coordination with multiple
state and federal regulatory agencies. Other
primary issues included aesthetics, noise,
wetlands, and hydrology and water quality.
E N V I R O N M E N T A LAlan Ashimine
Alan is a recognized leader in the practice of preparing CEQA and NEPA documents, and has extensive experience in the research, analysis, and writing of environmental documentation for projects of varying degrees of complexity and controversy. He has successfully managed environmental documents for a range of highly controversial projects subject to scrutiny by the general public, environmental organizations, and public agencies. Using his broad background and understanding of environmental constraints, Alan provides detailed, legally sound CEQA/NEPA compliance review and environmental documentation. Alan also has expertise related to processing environmental documentation for local and regional transportation projects through Caltrans Local Assistance, and projects on the State Highway Systems. 03/24/2026 C10 158 of 234
RESUMES
Years of Experience:
30 Education:
Certificate, 1997, Total Quality
Management, American River
College of Sacramento
Coursework, Surveying,
American River College of
Sacramento
Licenses/Certifications:
Land Surveyor, California,
2008, #8486
FAA Part 107 Remote Pilot,
2017, 3994575
RELEVANT EXPERIENCE
Vista Village Drive Trunk Sewer Improvements
Design-Build, City of Vista, California. City
of Vista. SURVEYOR. Project Surveyor responsible
for survey and mapping project management including
utility surveys (with gravity utility depths, types, and diameters), research and planning for right of way
surveys and analysis, and utility easements covering the proposed pipelines. Michael Baker provided design and
construction services for approximately 2,500 linear feet of a new, 36-inch trunk sewer. The Vista Village Drive
Trunk sewer was 30-inch trunk and identified as the
second-highest priority capacity project in the city's sewer master plan. This project also entailed traffic control, a Caltrans encroachment permit for microtunneling under
Interstate 78, environmental permitting, and sewer bypass plans. Michael Baker's innovative approach allowed flow interception and abandonment of two pipelines within
Caltrans right-of-way, which were identified as high-
priority capacity upgrades.
North Coast Highway 101 Streetscape,
Encinitas, CA. City of Encinitas. PROJECT
SURVEYOR-IN-CHARGE. Michael Baker is providing
engineering, traffic, and environmental services for the North Coast Highway 101 Streetscape Improvements
Project. Provided Right-of-Way surveys and boundary
resolution for the project alignment. Provided monument preservation corner records pre and post construction.
Produced acquisition legal descriptions and plats for
roadway widening areas. The project includes multi-modal functions involving road diet measures, such as lane
restriping of sharrows in the north and south-bound lanes; traffic calming roundabouts; a traffic signal; and street beautification measures for 2.5 miles of old Highway 101 in Leucadia.
San Marcos Boulevard at Discovery Street
Intersection Improvements, San Marcos,
California. City of San Marcos, California. SURVEYOR.
Provided boundary and right-of-way location services,
and coordinated acquisition of new easements to
accommodate utility lines as needed. Filed Corner
Records and Record of Survey showing survey and
boundary procedures on the project.
3 Roots Mitigation Measures, Road
Improvements, and Traffic Engineering, San
Diego, CA. Lennar Homes. PROJECT SURVEYOR
IN RESPONSIBLE CHARGE. Michael Baker is
providing services for the Mira Mesa area of the City of San Diego to meet the traffic mitigation measure for the 3 Root Development project by Lennar Homes. The project
includes roadway widening, storm water improvements,
traffic signal modifications, signing and striping plans, traffic signal communication plans, and right of way
acquisitions. Provided Right-of-Way surveys, topographic surveys, and legal descriptions for acquisitions.
La Jolla Scenic Drive Water and Sewer
Pipeline. City of San Diego. SURVEYOR. Provided
survey services. Michael Baker served as the lead design firm for the La Jolla Scenic Drive Water and Sewer
Pipeline design-build project. The project is intended to improve hydraulic capacity and system redundancy in the City's Soledad Muirlands (725). The project includes the replacement of 20,000 linear feet of water main pipeline.
The existing 6-, 8-, 10-, and 12-inch pipelines are being replaced by a 16-inch pipeline through the central part of the La Jolla community. The project includes the
replacement of 1,500 feet of 8-inch sewer that is currently located in front yard easements and moved into the city right-of-way to improve city maintenance access. In
addition to design, Michael Baker provided stakeholder
and agency coordination, land surveying, traffic control plans, public involvement, and stormwater management.
Lomas Santa Fe Corridor Improvement
Project Final Phase, Solana Beach, California.
City of Solana Beach. SURVEYOR. Project surveyor
in responsible charge. Michael Baker is providing
transportation engineering and planning services for the Lomas Santa Fe Corridor Improvement Project in Solana
Beach, California. The project is part of the city’s vision to revitalize the Lomas Santa Fe corridor and provide a complete streets project along Lomas Santa Fe Drive.
Michael Baker assisted with the initial phase of the project and is now assisting with the final design phase of the project.
S U R V E Y A N D M A P P I N GPaul Goebel, PLS
Mr. Goebel is a land surveyor with extensive City of Oceanside experience, including corridor surveying on College Avenue. Over two decades of progressive experience in leadership and supervisory roles for surveying services. His experience includes for public infrastructure, transportation, land development, and water resource projects. He has delivered on call agency survey services, map checking for the City of Oceanside, utility corridor surveys, and ALTA land title surveys. He is a proven leader, innovator, and project manager. His background and certification in Total Quality Management drives his desire for continuous improvement. Mr.
Goebel is the current Chapter President of the California Land Surveyors Association, as well as a Director in the National Society of Professional Surveyors (NSPS)
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RESUMES
Education
• B.S. Landscape Architecture,
Washington State University,
Pullman, 1993
Registrations
• 2004, California Landscape
Architect, PLA 4915, exp.
2/28/27
• LEED AP
Affiliations
• American Society of
Landscape Architects
• California Parks and
Recreation Society
• Design Build Institute of
America
• Society of American Military
Engineers
Chris Langdon | Principal
Landscape Architect
Chris Langdon is responsible for managing a broad range of landscape architectural projects of varying scope including small urban park sites, new construction and modernization of college and university campuses, and large multi-jurisdictional transit projects. With more than 31 years of experience, Chris is skilled at all levels of project management including project procurement, scope development, concept and design development, construction documentation and production, schedule management, cost management, and construction administration services. Chris brings a very strong horticultural background to KTUA and leads efforts in water conservation design with turf reduction and low water-use landscape design. Chris is KTUA’s Park and Recreation market leader and has a passion for improving and creating healthy and active communities.
CITY OF CARLSBAD AVENIDA ENCINAS COASTAL RAIL TRAIL
Principal-in-charge overseeing planting and irrigation plans for parkways and medians along approximately 1.08 miles of Avenida Encinas. Responsibilities encompassed the schematic design of the streetscape, which included the integration of bio-swales, as well as the preparation of construction documents and oversight during the construction phase.
PORT OF SAN DIEGO CHULA VISTA BAYFRONT STREET DESIGN MANUAL Senior project manager responsible for oversight of the preparation of the Chula Vista Bayfront Street Design Manual. Coordinated work efforts with Port of San Diego and managed efforts of project manager and support staff in developing content and production of this Design Manual that provides design standards and guidance for the design and implementation of public streets and right of ways within the Chula Vista. The Manual ensures design and construction consistency in the public realm, prioritizes public safety, and provides a framework for the development of a balanced network of vehicular, bicycle, and pedestrian circulation.
FULLERTON UNION PACIFIC RAIL TRAIL
Principal-in-charge of the Union Pacific Rail Trail Phase 2 project for the City of Fullerton in Orange County, which proposes approximately 1/2 mile of a Class I Bike Path and 6 ft wide decomposed granite pedestrian paths winding through the Right of Way of an abandoned rail spur historically used to transport oranges from nearby farms. Project included close coordination with the civil engineer on grading, hardscape and stormwater. KTUA scope included hardscape, site furnishings, conceptual signage, planting, and irrigation.
PACIFICA AMARA BAY STREET IMPROVEMENTS
Principal-in-charge for the Pacifica Companies’ Chula Vista Bayfront redevelopment. Oversaw development of cohesive, resilient, and visually engaging tree-lined streetscapes and public spaces. The project incorporates sustainable strategies such as native and drought-tolerant planting, water-efficient irrigation, and habitat-sensitive stormwater features. The design was developed in compliance with the KTUA prepared Chula Vista Bayfront Street Design Manual developed for the Port of San Diego. `The phased design approach preserves and enhances public access, activates key gathering spaces, and contributes to a vibrant waterfront destination, supporting Pacifica’s Amara Bay project. 03/24/2026 C10 160 of 234
APPENDIX 2: FEE PROPOSAL
APPENDIX: PROFESSIONAL SERVICES AGREEMENT & RECEIPT OF ADDENDUM 03/24/2026 C10 161 of 234
REQUESTED CONTRACT MODIFICATIONS
Ability to Meet City’s Standard Consulting Agreement
Michael Baker has reviewed the City of Vista sample agreement and is willing to use this form of agreement upon selection. 03/24/2026 C10 162 of 234
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CIP No. 8391 – Addendum 1
December 18, 2025
ADDENDUM NO. 1
To the RFP for:
DESIGN OF E. VISTA WAY RAISED MEDIAN PROJECT – CIP No. 8391
City of Vista
200 Civic Center Drive
Vista, CA 92084-6240
To All RFP Document Holders of Record: All data, information, scope, term, concepts and proposal directives remain unchanged except the sections or parts of sections added to, revised, deleted or clarified by this Addendum as detailed below.
CHANGES TO THE REQUEST FOR PROPOSAL DOCUMENTS AND TERMS
1. On page 4, under Section IV: City Responsibilities, change the following numbers to read:
10. Prepare and file with the County Recorder a CEQA NOE.
11. Execute agreements with and ssuubbmmiitt ggrraanntt ddooccuummeennttaattiioonn to other agencies or entities.
2. On page 7, under Section VII: Proposal, Requirements, 2: Statement of Qualifications, add letter g to read:
g. The percentage of time key staff members will devote to the project.
3. On page 8, under Section VII: Proposal, Requirements, 4: Fee Proposal, add letter c to read:
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CIP No. 8391 – Addendum 1
c. A list of all tasks and subtask including tasks and subtask to be completed by subconsultants. For each task and subtask, list the staff level, number of hours, hourly rate and total cost. Include any other direct charges to be billed on the project such as mileage, reproduction, etc. NNoottee tthhaatt FFeeddeerraall pprrooccuurreemmeenntt rruulleess ddoo nnoott aallllooww rreeiimmbbuurrsseemmeenntt ooff aannyy mmaarrkk--uupp bbyy tthhee pprriimmee ccoonnssuullttaanntt oonn ssuubbccoonnssuullttaanntt ffeeeess aanndd rreeiimmbbuurrsseemmeenntt ooff aannyy mmaarrkk--uupp oonn ddiirreecctt cchhaarrggeess..
4. On page 8, under section VII: Proposal, Requirements, 5: Detailed Work Schedule, change letter b to read:
b. The reasonable amount of time the Consultant will require to perform the required services. The proposed Work Schedule should bbee iinn GGaanntttt cchhaarrtt ffoorrmm and list the tasks with begin and end dates and should be based on the proposed start date listed in this RFP. Project milestones such as submittals should be shown, and a reasonable amount of time should be shown for City review of each submittal.
5. On page 13, under section XVI: Estimated Timeline, change the schedule to read:
2. Deadline for Questions December 24, 2025 at 10:00am
3. Proposals Due January 22, 2026 at 4:00pm
4. Notice of Consultant Shortlist (if Applicable) February 5, 2026
5. Consultant Interview (if Needed) February 12, 2026
6. Notice of Consultant Selection February 16, 2026
7. Complete Negotiation of Agreement February 24, 2024
8. Council Award April 8, 2026
9. Notice to Proceed April 2026
6. On page 13, under section XVII: Conclusion, change the second paragraph to read:
The selected consultant will be asked to negotiate a final scope of work, fee and schedule for the project. The project manager estimates the design cost to be approximately $325,000. Contracts over $150,000 must be approved by the City Council.
7. On page B-1, under Task 1: Project Initiation, Management and Coordination, add item F and update section Deliverables to read:
F. Draft and prepare required monthly HSIP grant invoices and submit to Caltrans.
Make corrections to invoices based on Caltrans’ review.
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CIP No. 8391 – Addendum 1
Deliverables:
Meeting agendas; meeting minutes; progress reports, and project documentation.
Consultant shall expect two rounds of reviews for each submittal to the City and Caltrans.
8. On page B-1, under Task 2: Data Collection and Field Review, update Deliverables to read:
Deliverables: Documentation of all data collected in the tasks above. Summary of project opportunities and constraints. Consultant shall expect two rounds of reviews for each submittal to the City
9. On page B-2, under Task 3: Design Surveying and Base Map Development, update item F to read:
F. Locate and identify all visible VViissttaa IIrrrriiggaattiioonn DDiissttrriicctt ((VVIIDD)) water and franchise utility facilities (ex. Valve cans, meter boxes, manholes, etc.). Provide top of pad or top of vault elevation and size for all pull-boxes, vaults and enclosures.
10. On page B-2, under Task 3: Design Surveying and Base Map Development, update item G to read:
G. Locate and identify all traffic signal poles aanndd ssttrreeeettlliigghhttss.
11. On page B-2, under Task 4: Geotechnical Investigation and Report Preparation, add the following sentence under Deliverables to read:
Consultant shall expect two rounds of reviews for each submittal to the City.
12. On page B-2, under Task 5: Water Quality Technical Report, add the following sentence under Deliverables to read:
Consultant shall expect two rounds of reviews for each submittal to the City.
13. On page B-3, under Task 6: Traffic Analysis, add the following sentence under Deliverables to read:
Consultant shall expect two rounds of reviews for each submittal to the City.
14. On page B-3, under Task 7: Preliminary and Final Design, add a header section to read:
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CIP No. 8391 – Addendum 1
Project must be designed in accordance with Caltrans Local Assistance Procedures Manual Chapter 11: Design Guidance. Any bikeway components must be designed in accordance with the Caltrans Highway Design Manual and the CA MUTCD.
15. On page B-3, under Task 7: Preliminary and Final Design, add the following sentence under Deliverables to read:
Consultant shall expect two rounds of reviews for each design submittal to the City.
16. On page B-4, under Task 9: Construction Cost Estimates, add the following sentence under Deliverables to read:
Consultant shall expect two rounds of reviews for each submittal to the City.
17. On page B-5, under Task 10: Project Specifications, add the following sentence under Deliverables to read:
Consultant shall expect two rounds of reviews for each submittal to the City.
18. On page B-5, replace Task 11: Caltrans Coordination, with the following:
Task 11 – Prepare Authorization to Proceed with Construction Package and Process Grant Paperwork with Caltrans
A. Conduct the required environmental technical studies and prepare the Preliminary Environmental Study (PES) as required by NEPA in accordance with the Caltrans Local Assistance Procedures Manual.
B. Submit the PES to Caltrans, address their comments and obtain their approval.
C. Prepare the Authorization to Proceed with Construction package in accordance with the Caltrans Local Assistance Procedures Manual
D. Submit the Authorization package to Caltrans, address their comments and obtain their approval.
E. The City will provide a sample from a recent City-designed project F. Prepare and submit project scope and schedule modification(s) forms to Caltrans in accordance with HSIP requirements. Include efforts to review, update, and submit revised project related information to Caltrans (Ex. Request form and BCR calculation updating existing HSIP analyzer data).
Deliverables:
Completed and Caltrans approved PES and Authorization to Proceed with Construction package with all required LAPM forms resulting in an E-76 from Caltrans. Consultant shall expect two rounds of reviews for each submittal to Caltrans and the City.
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CIP No. 8391 – Addendum 1
19. On page B-5, replace Task 12: Construction Support for Design, add the following to read:
H. Complete Bid Review and Analysis for all bids received to identify the lowest responsive and responsible bidder.
I. Prepare Caltrans Construction Award package in accordance with the Caltrans Local Assistance Procedures Manual.
J. Submit the Construction Award package to Caltrans, address their comments and obtain their approval.
K. The City will advertise and award the construction project via its OpenGov portal.
Deliverables: Consultant shall expect two rounds of reviews for each submittal to Caltrans and the City.
20. On page B-7, under Task 14: Construction Material Testing and Observation, add item H to read:
H. SSaammpplliinngg aanndd LLaabb TTeessttiinngg DDuurriinngg CCoonnssttrruuccttiioonn: In accordance with the City’s QAP, obtain samples and perform required lab testing of soil characteristics and required amendments in project planting areas.
I. A sample Materials Testing Table (Attachment 1) is attached. Consultant is to include in the proposal a revised table that reflects the improvements proposed to be constructed for this project, and make an estimate of the quantities and numbers of tests that will be needed for the proposed scope of work included in the Consultant’s proposal.
21. On page B-7, under Task 15: As-Built Plans and Project Close-out, add the following to read:
D. Prepare the Construction Completion package for Caltrans, in accordance with the Local Assistance Procedures Manual.
E. Submit the Construction Completion package to Caltrans, address their comments and obtain their approval.
Deliverables:
Consultant shall expect two rounds of reviews for each design submittal to the City.
22. On Page B-7, add Task 16: Quality Control and Quality Assurance, to read:
Task 16 –Quality Control and Quality Assurance
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CIP No. 8391 – Addendum 1
The Consultant shall have a quality control plan in effect during the entire time work is being performed under the Agreement. The Quality control plan shall establish a process whereby plans and other project documents are independently checked, corrected and back checked prior to submittal to the City. The Consultant is to maintain neat and organized project files.
Deliverables:
Quality control and quality assurance evidenced in the quality of all plans and documents submitted to the City and Caltrans.
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________________________________________________________________________________________________________________________ BByy DDaattee
________________________________________________________________________________________________________________________ CCoommppaannyy
Joanne Tyler, PE, PLS January 22, 2026
Michael Baker International
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APPENDIX 2: FEE PROPOSALAPPENDIX : SAMPLE WORK PRODUCT
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE CORRIDOR EAST IMPROVEMENTS
FEDERAL AID NO. CPFCDSL-5445(008)
CITY OF SOLANA BEACH BID NO. 2025-01
Lomas Santa Fe Drive
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
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138.66
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE
(LAS BANDERAS TO VIA MIL CUMBRES)
STA 87+38.32 TO 96+10.51
STA 101+26.17 TO 110+70.80
LOMAS SANTA FE
(LAS BANDERAS TO VIA MIL CUMBRES)
STA 83+50 TO 87+38.32
STA 96+10.51 TO 101+26.17
LOMAS SANTA FE
(VIA MIL CUMBRES TO HIGHLAND)
STA 110+70.80 TO 117+14.70
LOMAS SANTA FE
(LAS BANDERAS TO VIA MIL CUMBRES)
STA 77+23.83 TO 83+50
LOMAS SANTA FE: SUB SECTION 2
STA 83+12.77 TO 84+40.34
STA 85+75.00 TO 90+55.50
STA 95+82.31 TO 102+22.00
STA 107+53.00 TO 110+70.80
LOMAS SANTA FE: SUB SECTION 3
STA 104+00 TO 105+52 (TYPE 2 WALL)
LOMAS SANTA FE
(SANTA HELENA TO LAS BANDERAS)
STA 67+98.97 TO 77+23.83
LOMAS SANTA FE: SUB SECTION 1
STA 93+15 TO 97+25
LOMAS SANTA FE: SUB SECTION 4
STA 77+23.83 TO 80+32.34
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
66+00 67+00 68+00 69+00
CONSTRUCTION NOTES
DEMOLITION NOTES
70+00
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130
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
DEMOLITION NOTES
CONSTRUCTION NOTES
PAVEMENT LEGEND
LOMAS SANTA FE-MULTI-USE PATH CL
71+00 72+00 73+00 74+00 75+00
140
145
150
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
76+00 77+00 78+00 79+00
DEMOLITION NOTES
CONSTRUCTION NOTES
80+00
PAVEMENT LEGEND
LOMAS SANTA FE-MULTI-USE PATH CL
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03/24/2026 C10 177 of 234
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
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DEMOLITION NOTES
CONSTRUCTION NOTES
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
85+00 86+00 87+00 88+00
DEMOLITION NOTES
CONSTRUCTION NOTES
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PAVEMENT LEGEND
LOMAS SANTA FE-MULTI-USE PATH CL
225
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
90+00 91+00 92+00 93+00
DEMOLITION NOTES
CONSTRUCTION NOTES
94+00
PAVEMENT LEGEND
LOMAS SANTA FE-MULTI-USE PATH CL
250
255
260
250
255
260
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
95+00 96+00 97+00 98+00
DEMOLITION NOTES
CONSTRUCTION NOTES
99+00
PAVEMENT LEGEND
250
255
260
250
255
260
LOMAS SANTA FE-MULTI-USE PATH CL
03/24/2026 C10 181 of 234
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
99+00 100+00 101+00 102+00
DEMOLITION NOTES
103+00
265
270
275
CONSTRUCTION NOTES
PAVEMENT LEGEND
265
270
275
LOMAS SANTA FE-MULTI-USE PATH CL
280
285
290
280
285
290
03/24/2026 C10 182 of 234
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
DEMOLITION NOTES
CONSTRUCTION NOTES
PAVEMENT LEGEND
LOMAS SANTA FE-MULTI-USE PATH CL
104+00 105+00 106+00 107+00
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
109+00 110+00 111+00 112+00
DEMOLITION NOTES
CONSTRUCTION NOTES
113+00
PAVEMENT LEGEND
LOMAS SANTA FE-MULTI-USE PATH CL
325
330
335
325
330
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03/24/2026 C10 184 of 234
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LOMAS SANTA FE-PLAN
LOMAS SANTA FE-NORTH TC PROFILE
114+00 115+00 116+00 117+00
CONSTRUCTION NOTES
DEMOLITION NOTES
118+00
PAVEMENT LEGEND
LOMAS SANTA FE-MULTI-USE PATH CL
325
330
335
325
330
335
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
CURB RAMP 28 (TYPE C)
LOMAS SANTA FE/PLAZA ENTRANCE
NE CORNER (SEE SHEET IMP-2)
CURB RAMP 29 (TYPE A)
LOMAS SANTA FE/VIA MIL CUMBRES (WEST)
NW CORNER (SEE SHEET IMP-3)
CURB RAMP 30 (TYPE A)
LOMAS SANTA FE/VIA MIL CUMBRES (WEST)
NE CORNER (SEE SHEET IMP-3)
CURB RAMP 31 (TYPE A)
LOMAS SANTA FE/VIA MIL CUMBRES
SE CORNER (SEE SHEET IMP-3)
CURB RAMP 32 (TYPE A)
LOMAS SANTA FE/VIA MIL CUMBRES
SW CORNER (SEE SHEET IMP-3)
03/24/2026 C10 186 of 234
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
CURB RAMP 33 (TYPE D-4)
LOMAS SANTA FE/CAMINO DE LAS VILLAS (WEST)
SW CORNER (SEE SHEET IMP-6)
CURB RAMP 34 (TYPE D-4)
LOMAS SANTA FE/CAMINO DE LAS VILLAS (WEST)
SE CORNER (SEE SHEET IMP-6)
CURB RAMP 35 (TYPE D-4)
LOMAS SANTA FE/CAMINO DE LAS VILLAS (EAST)
SW CORNER (SEE SHEET IMP-9)
CURB RAMP 36 (TYPE D-4)
LOMAS SANTA FE/CAMINO DE LAS VILLAS (EAST)
SE CORNER (SEE SHEET IMP-9)
CURB RAMP 37 (TYPE A)
LOMAS SANTA FE/VIA MIL CUMBRES (EAST)
NW CORNER (SEE SHEET IMP-10)
CURB RAMP 38 (TYPE A)
LOMAS SANTA FE/VIA MIL CUMBRES (EAST)
NE CORNER (SEE SHEET IMP-10)
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
DRIVEWAY DETAIL
LOMAS SANTA FE, STA 92+61.82
SEE SHEET IMP-6
SFID UTILITY RELOCATION DETAIL
LOMAS SANTA FE, STA 77+25
SEE SHEET IMP-3
CONSTRUCTION NOTES NOTES
03/24/2026 C10 188 of 234
5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
STEM CURB DETAIL1
MONOLITHIC CUTOFF WALL WITH CURB AND GUTTER2
CAP DETAIL ADJACENT TO FULL DEPTH PATCH4
MEDIAN UNDERDRAIN DETAIL3 STREET LIGHT RELOCATION DETAIL5 EQUIPMENT PAD6
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03/24/2026 C10 189 of 234
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
PLANTER BOX/BIOFILTRATION BASIN DETAIL1
CONCRETE FLUME WITH
ENERGY DISSIPATION APRON
SECTION A-A
CURB CUT DETAIL2
BIOFILTRATION BASIN SECTION DETAIL
SIDEWALK ABOVE TOP OF CURB
N.T.S.
LOCATIONS
·
SURFACE
CLEANOUT - UPSTREAM CLEANOUT - MIDSTREAM
BIOFILTRATION AREA CLEANOUT3
TYPE B CURB INLET CHANNEL4
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
PLAN VIEW - RETAINING WALL A
PROFILE VIEW - RETAILING WALL A
10+00 11+00 12+00 13+00 14+00 15+00
135
130
140
125
150
145
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
PLAN VIEW - RETAINING WALL A
PROFILE VIEW - RETAILING WALL A
15+00 16+00 17+00 18+00 19+00 20+00
160
155
165
150
175
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
PLAN VIEW - RETAINING WALL B
PROFILE VIEW - RETAILING WALL B
10+00 12+00 13+00
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290
300
285
310
305
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5050 Avenida Encinas
Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
PLAN VIEW - STORM DRAIN "M"PLAN VIEW - STORM DRAIN "N" & "Q"PLAN VIEW - STORM DRAIN "O"
STORM DRAIN NOTE
PROFILE VIEW - STORM DRAIN N
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
700 FT
AHEAD
03/24/2026 C10 195 of 234
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
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Suite 260
Carlsbad, CA 92008
Phone: (760) 476-9193
MBAKERINTL.COM LOMAS SANTA FE CORRIDOR
LIMIT
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ENFORCED
BY
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CP-0
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NORTH
CP-1
SP-1
IP-1
LP-1
CP-2
SP-2
IP-2
LP-2
CP-3
SP-3
IP-3
LP-3
CP-4
SP-4
IP-4
LP-4
CP-5
SP-5
IP-5
LP-5
CP-6
SP-6
IP-6
LP-6
CP-7
SP-7
IP-7
LP-7
CP-8
SP-8
IP-8
LP-8
CP-9
SP-9
IP-9
LP-9
CP-10
SP-10
IP-10
LP-10
CP-11
SP-11
IP-11
LP-11
CP-12
SP-12
IP-12
LP-12
CP-13
SP-13
IP-13
LP-13
CP-14
SP-14
IP-14
LP-14
1. PRIOR TO BIDDING, THE CONTRACTOR IS TO CONFIRM CONDITIONS IN THE FIELD AFFECTING THE COMPLETION OF CONSTRUCTION WORK AND REPORT DISCREPANCIES TO THE OWNER/LANDSCAPE ARCHITECT.
2. CONTRACTOR SHALL PROTECT EXISTING UTILITIES, CURBS AND GUTTERS, LIGHTS, SIGNS, CATCH BASINS, SPECIAL VEHICULAR PAVING AND STREET IMPROVEMENTS DURING CONSTRUCTION. ANY DAMAGED ITEMS SHALL BE REPLACED TO MATCH EXISTING AT CONTRACTORS OWN EXPENSE.
3. CONTRACTOR SHALL PROVIDE 4'x4' SAMPLE PANELS ON THE PROJECT SITE FOR THE FOLLOWING FINISHES:
A. NATURAL GREY CONCRETE WITH LIGHT SAND BLAST FINISH.
4. CONTRACTOR SHALL LAYOUT AND FIELD VERIFY ALL DIMENSIONS OF SITE ELEMENTS INCLUDING SCORELINES AND ALL RELATED WORK PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LANDSCAPE ARCHITECT.
THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO MAKE ADJUSTMENTS IN THE FIELD.
5. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALING OF DRAWINGS. ANGLES ARE AT 90 DEGREES UNLESS NOTED OTHERWISE.
6. WHERE CONFLICTS OCCUR BETWEEN GENERAL CONSTRUCTION NOTES, DRAWINGS AND ACTUAL FIELD CONDITIONS, NOTIFY LANDSCAPE ARCHITECT OR OWNERS REPRESENTATIVE FOR CLARIFICATION. FAILURE TO PROVIDE TIMELY NOTIFICATION MAY MAKE CONTRACTOR LIABLE FOR COSTS INCURRED TO RECTIFY THE DISCREPANCY.
7. CONTRACTOR SHALL CONSULT WITH THE OWNER'S REPRESENTATIVE, APPROPRIATE AGENCIES, DIG ALERT, AND DRAWINGS TO VERIFY LOCATIONS OF UNDERGROUND UTILITIES, PIPES AND RELATED STRUCTURES. RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF
THE UTILITIES, PIPES OR STRUCTURES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR IF PROPER VERIFICATION WAS NOT PERFORMED.
8. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTION AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. CONTRACTOR SHALL BRING SUCH CONDITIONS TO ATTENTION OF OWNER'S REPRESENTATIVE IMMEDIATELY FOR RESOLUTION. CONTRACTOR TO ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION.
9. CONTRACTOR SHALL GRADE ALL HARDSCAPE TO SLOPE TOWARDS PLANTER AREAS. MIN. SLOPE 0.5%, MAX. 2%
10. CONTRACTOR SHALL FIELD VERIFY VERTICAL CONTROLS OF ALL CONSTRUCTION FEATURES AS SHOWN ON THE CONSTRUCTION PLANS PRIOR TO POURING CONCRETE FLATWORK.
11. CONTRACTOR SHALL ENSURE THAT FINISHED GRADES HAVE BEEN SET CORRECTLY PRIOR TO INSTALLING PAVING, CURBS AND OTHER STRUCTURES.
12. CONTRACTOR SHALL ENSURE THAT DRAIN LINES, IRRIGATION LATERAL AND MAINLINES, ELECTRICAL CONDUIT SLEEVES, ETC., ARE IN PLACE PRIOR TO INSTALLATION OF PAVING AND CURBS.
13. CONTRACTOR SHALL MAKE SURE WORK IS DONE IN ACCORDANCE WITH THE REQUIREMENTS OF SAN DIEGO UNIFIED PORT DISTRICT.
14. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS.
15. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE OF CALIFORNIA.
16. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES.
17. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING DEMOLITION AND CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS.
18. THE CONTRACTOR ACKNOWLEDGES AND UNDERSTANDS THAT THE CONTRACT DOCUMENTS MAY INDICATE INCORRECT DATA, ERRORS, OMISSIONS, CONFLICTS AND / OR INCONSISTENCIES. SUCH DISCREPANCIES WILL BE CORRECTED WHEN IDENTIFIED IMMEDIATELY. THE
CONTRACTOR AGREES TO CAREFULLY STUDY AND COMPARE THE INDIVIDUAL CONTRACT DOCUMENTS AND REPORT AT ONCE IN WRITING TO THE OWNER ANY DISCREPANCIES DISCOVERED. THE CONTRACTOR FURTHER AGREES TO REQUIRE EACH SUBCONTRACTOR TO LIKEWISE STUDY THE DOCUMENTS AND REPORT AT ONCE ANY DISCREPANCIES DISCOVERED.
19. THE DEBRIS CREATED BY CONSTRUCTION OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, AND SHALL BE DISPOSED OFF THE JOB SITE DAILY IN A MANNER ACCEPTABLE TO THE OWNER.
20. CONTRACTOR IS RESPONSIBLE FOR ACCURATE LOCATION OF PICNIC PADS AND WALKWAYS, DRAINAGE APPURTENANCES AND FOR MAINTAINING PROPER RELATIONSHIPS WITH PROPERTY LINES EASEMENTS AND DRAINAGE PATTERNS.
LANDSCAPE CONSTRUCTION NOTES:
SIGNATURE
I AM FAMILIAR WITH AND AGREE TO COMPLY WITH THE REQUIREMENTS FOR LANDSCAPE IMPROVEMENT PLANS AS DESCRIBED IN CHAPTER 20.12 OF THE MUNICIPAL CODE. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATIONS. I CERTIFY THAT THE PLAN IMPLEMENTS THE REGULATIONS TO PROVIDE EFFICIENT LANDSCAPE WATER USE. 10/9/2025
CHRISTOPHER LANGDON
KTUA
3916 NORMAL STREET, SAN DIEGO, CA 92103
REGISTRATION NO.
02/28/2027
DATE
EXP. DATE
4915
NOTES:
1. REFER TO SHEETCP-0 FOR OVERALL SHEET NUMBERING PLAN AND LANDSCAPE CONSTRUCTION NOTES.
2. REFER TO SHEETS CP-1 THROUGH CP-14 FOR LANDSCAPE
CONSTRUCTION PLANS.
3. REFER TO SHEET CP-15 FOR LANDSCAPE CONSTRUCTION LEGEND.
4. REFER TO SHEETS CD-1 THROUGH CD-2 FOR LANDSCAPE
CONSTRUCTION DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
LANDSCAPE WATER CONSERVATION STATEMENT:
2000100 300 FEET
SCALE: 1"=100'-0"
50 03/24/2026 C10 198 of 234
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P-01
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING SEE CIVIL
DWGS
-PLANTING AREA -P.A.
5 2
P-01
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
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T
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NORTH
0 FEET40
1" = 20'
20 60
KEY NOTES
CURB AND GUTTER, SEE CIVIL DRAWINGS
ASPHALT PAVING, SEE CIVIL DRAWINGS
UTILTIES, SEE ELECTRICAL / CIVIL DRAWINGS
LIGHTING, SEE LIGHTING DRAWINGS
MODULAR WETLANDS, SEE CIVIL DRAWINGS
PEDESTRIAN RAMP, SEE CIVIL DRAWINGS
EXISTING WALKWAY TO REMAIN
REPLACE EXISTING CHAINLINK FENCE TO MATCH EXISTING
REFER TO CIVIL DRAWINGS FOR LIMIT OF GRADING
DRIVEWAY, SEE CIVIL DRAWINGS
CONCRETE PAVING CONTROL JOINT PATTERN. REFER TO CIVIL
DRAWINGS FOR TYPICAL PAVING JOINT DETAILS
1 2
3 4
5 6
7 8
9 10
11 3
2 6
4 1
NOTES:
1. REFER TO SHEETCP-0 FOR OVERALL SHEET NUMBERING PLAN AND LANDSCAPE CONSTRUCTION NOTES.
2. REFER TO SHEETS CP-1 THROUGH CP-14 FOR LANDSCAPE
CONSTRUCTION PLANS.
3. REFER TO SHEET CP-15 FOR LANDSCAPE CONSTRUCTION LEGEND.
4. REFER TO SHEETS CD-1 THROUGH CD-2 FOR LANDSCAPE
CONSTRUCTION DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
CP-1 CP-3 CP-4
CP-14
CP-11
CP-8
CP-7
CP-6
CP-5
CP-13
CP-12
CP-2
CP-10CP-9
7 8
9 10
10 6'-0" T
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P
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JOINT
S
P
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6'-0"
TYP.
JOINT SPACING
11 03/24/2026 C10 199 of 234
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LIMIT
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MATCHLINE: SEE SHEET CP-X5
CP-2
MATCHLINE: SEE SHEET CP-X5
P-01
SA-01
SA-02
SF-01
SF-02
SF-04
SF-03
P-02
SF-06
4 2 1
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
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CO
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S
T
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U
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T
I
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N
NORTH
0 FEET40
1" = 20'
20 60
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING 1 SEE CIVIL
DWGS
CONCRETE PAVING 2 SEE CIVIL
DWGS
CONCRETE MOW CURB A / CD-1
LOW DECORATIVE WALL B / CD-1
PICNIC TABLE A / CD-2
PICNIC TABLE (ADA)A / CD-2
TREE GRATE C / CD-1
CONCRETE BENCH B / CD-2
TRASH AND RECYCLING
RECEPTACLES
D / CD-2
-PLANTING AREA -P.A.
P-01
P-02
T R
SA-01
SA-02
SF-01
SF-02
SF-03
SF-04
SF-06
NOTES:
1. REFER TO SHEETCP-0 FOR OVERALL SHEET NUMBERING PLAN AND LANDSCAPE CONSTRUCTION NOTES.
2. REFER TO SHEETS CP-1 THROUGH CP-14 FOR LANDSCAPE
CONSTRUCTION PLANS.
3. REFER TO SHEET CP-15 FOR LANDSCAPE CONSTRUCTION LEGEND.
4. REFER TO SHEETS CD-1 THROUGH CD-2 FOR LANDSCAPE
CONSTRUCTION DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
KEY NOTES
CURB AND GUTTER, SEE CIVIL DRAWINGS
ASPHALT PAVING, SEE CIVIL DRAWINGS
UTILTIES, SEE ELECTRICAL / CIVIL DRAWINGS
LIGHTING, SEE LIGHTING DRAWINGS
PEDESTRIAN RAMP, SEE CIVIL DRAWINGS
EXISTING WALKWAY TO REMAIN
REPLACE EXISTING CHAINLINK FENCE TO MATCH EXISTING
REFER TO CIVIL DRAWINGS FOR LIMIT OF GRADING
MAINTENANCE STRIP, SEE CIVIL DRAWINGS
COBBLE MEDIAN, SEE CIVIL DRAWINGS
CONCRETE PAVING CONTROL JOINT PATTERN. REFER TO CIVIL
DRAWINGS FOR TYPICAL PAVING JOINT DETAILS
DRIVEWAY, SEE CIVIL DRAWINGS
1 2
3 4
5 6
7 8
9 10
11 12
5 2
3 CP-1 CP-3 CP-4
CP-14
CP-11
CP-8
CP-7
CP-6
CP-5
CP-13
CP-12
CP-2
CP-10CP-9
2 6
SEE ENLARGEMENT A
ON SHEET CP-14
7 8
9 10
SA-01
6 P-01
11 12 6'-0" TYP.
JOINT SPACING
5'-
0 "
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6'-
0 "
T
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1'-6"
JOINT
SPACING
10 '
-
0 "
T
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P
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JO
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03/24/2026 C10 200 of 234
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J S T R E E T
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CP-3
MATCHLINE: SEE SHEET CP-14
P-01
P-02
SF-06
4 3
1 6
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
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CO
N
S
T
R
U
C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING 1 SEE CIVIL
DWGS
CONCRETE PAVING 2 SEE CIVIL
DWGS
TRASH AND RECYCLING
RECEPTACLES
D / CD-2
-PLANTING AREA -P.A.
P-01
P-02
T RSF-06
KEY NOTES
CURB AND GUTTER, SEE CIVIL DRAWINGS
ASPHALT PAVING, SEE CIVIL DRAWINGS
UTILTIES, SEE ELECTRICAL / CIVIL DRAWINGS
LIGHTING, SEE LIGHTING DRAWINGS
MODULAR WETLANDS, SEE CIVIL DRAWINGS
PEDESTRIAN RAMP, SEE CIVIL DRAWINGS
EXISTING WALKWAY TO REMAIN
EXISTING BUILDING TO REMAIN
COBBLE MEDIAN, SEE CIVIL DRAWINGS
CONCRETE PAVING CONTROL JOINT PATTERN. REFER TO CIVIL
DRAWINGS FOR TYPICAL PAVING JOINT DETAILS
DRIVEWAY, SEE CIVIL DRAWINGS
1 2
3 4
5 6
7 8
9 10
11 NOTES:
1. REFER TO SHEETCP-0 FOR OVERALL SHEET NUMBERING PLAN AND LANDSCAPE CONSTRUCTION NOTES.
2. REFER TO SHEETS CP-1 THROUGH CP-14 FOR LANDSCAPE
CONSTRUCTION PLANS.
3. REFER TO SHEET CP-15 FOR LANDSCAPE CONSTRUCTION LEGEND.
4. REFER TO SHEETS CD-1 THROUGH CD-2 FOR LANDSCAPE
CONSTRUCTION DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
5 2
KEY MAP NOT TO SCALE
CP-1 CP-3 CP-4
CP-14
CP-11
CP-8
CP-7
CP-6
CP-5
CP-13
CP-12
CP-2
CP-10CP-9
7 8
9 10
11 6'-0" TYP.
JOINT SPACING
5'-
0 "
T
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P
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03/24/2026 C10 201 of 234
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P.A.
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CP-4
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
CONCRETE PAVING 1 SEE CIVIL
DWGS
-PLANTING AREA -P.A.
P-01
4 P-01
2 5
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
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CO
N
S
T
R
U
C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
KEY NOTES
CURB AND GUTTER, SEE CIVIL DRAWINGS
ASPHALT PAVING, SEE CIVIL DRAWINGS
UTILTIES, SEE ELECTRICAL / CIVIL DRAWINGS
LIGHTING, SEE LIGHTING DRAWINGS
MODULAR WETLANDS, SEE CIVIL DRAWINGS
PEDESTRIAN RAMP, SEE CIVIL DRAWINGS
MAINTENANCE STRIP, SEE CIVIL DRAWINGS
COBBLE MEDIAN, SEE CIVIL DRAWINGS
CONCRETE PAVING CONTROL JOINT PATTERN. REFER TO CIVIL
DRAWINGS FOR TYPICAL PAVING JOINT DETAILS
DRIVEWAY, SEE CIVIL DRAWINGS
1 2
3 4
5 6
7 8
9 10
1 6
NOTES:
1. REFER TO SHEETCP-0 FOR OVERALL SHEET NUMBERING PLAN AND LANDSCAPE CONSTRUCTION NOTES.
2. REFER TO SHEETS CP-1 THROUGH CP-14 FOR LANDSCAPE
CONSTRUCTION PLANS.
3. REFER TO SHEET CP-15 FOR LANDSCAPE CONSTRUCTION LEGEND.
4. REFER TO SHEETS CD-1 THROUGH CD-2 FOR LANDSCAPE
CONSTRUCTION DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
KEY MAP NOT TO SCALE
CP-1 CP-3 CP-4
CP-14
CP-11
CP-8
CP-7
CP-6
CP-5
CP-13
CP-12
CP-2
CP-10CP-9
3 7
8 9
106'-0" TYP.
JOINT SPACING
03/24/2026 C10 202 of 234
TREE GRATE
ARE
NOTES
A ET AE
LEGEND
1'-4"
6"
1'-0"1'-0"
1'-412"
1'-6"
11 4"
11 2"
3"
5'-117 8"
5'-117 8"
1'-4"
1'-4"
1'-6", TYP.
1'-87 8"
1'-83 4"
6' - 5
8"
6'-05 8"
6'- 5
8"
1 2
2 1
2 1
3 3
4 4
5 5
6 7
8 9
10 6"
6"6"
11 12
13 A. INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
B. REFER TO CONSTRUCTION LEGEND
ON SHEET CP-15 FOR COLORS AND
FINISHES
C. REFER TO SPECIFICATIONS FOR
ADDITIONAL INFORMATION
D. INSTALL TREE GRATE AND TREE
GRATE FRAME PER SPECIFICATIONS
AND MANUFACTURER'S
RECOMMENDATIONS
TREE GRATE FRAME
PLAN, SCALE: 1" = 1'-0"
TREE GRATE
PLAN, SCALE: 1" = 1'-0"
SECTION
SCALE: 1" = 1'-0"
TREE GRATE FRAME
SECTION ENLARGEMENT
SCALE: 3" = 1'-0"
8 11
3"6"
14 135°135°
C
15 15
TREE GRATE, TOP OF GRATE SHALL BE FLUSH WITH FINISH
GRADE OF ADJACENT CONCRETE PAVING
TREE GRATE FRAME, TOP OF GRATE SHALL BE FLUSH WITH
FINISH GRADE OF ADJACENT CONCRETE PAVING
CONCRETE PAVING PER CIVIL PLANS, POUR CONCRETE TO
RECEIVE TREE GRATE FRAME AND ANCHOR EMBEDMENTS,
TYP.
#3 REBAR ON FOUR SIDES, LAP 18" AT CORNERS, 2 1/2" MIN.
CONCRETE COVER OVER REINFORCEMENT
3/8" DIA. BAR EMBEDMENT ANCHOR BY MANUFACTURER
COMPACTED SUBGRADE PER DETAIL B SHEET CD-1
TREE, REFER TO LD-1 FOR TREE PLANTING DETAILS. TREE
SHALL BE CENTERED IN GRATE OPENING
3/8" PEA GRAVEL. COLOR: CHAMOIS BEIGE PEA GRAVEL (3"
DEPTH) BY SOUTHWEST BOULDER AND STONE, OR EQUAL.
CONCRETE CURB AND GUTTER PER CIVIL PLANS
EXPANSION JOINT PER DETAIL A SHEET CD-1
ROOT BARRIER, SEE DETAIL C SHEET LD-1
BASE OF TRUNK SHALL BE FLUSH WITH TOP OF GRATE
BACKFILL MIX, SEE DETAIL A SHEET LD-1
STAINLESS STEEL TAMPER PROOF BOLT DOWN SCREWS
PROVIDED BY MANUFACTURER.
CUSTOM REMOVABLE TREE STAKE POST PER
MANUFACTURER
1'-6",
TYP.
8"
8"
1. CURB TO BE FINISHED WITH A LIGHT
BROOM FINISH PERPENDICULAR TO CURB
UNLESS OTHERWISE NOTED. (REFER TO
CONSTRUCTION PLANS FOR CONCRETE
COLOR AND FINISH AS REQUIRED)
2. PROVIDE 12" TOOLED RADIUS ON ALL
EXPOSED EDGES
3. PROVIDE 1" DEEP SCORE JOINTS PER
PLAN OR AT 10'-0" O.C. AND 14" FELT
EXPANSION JOINTS AT 20'-0" O.C.
NOTES:
CONCRETE MOW CURB
SECTION
A
-
6"
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A
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1"
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A
S
2 3
1 CONCRETE MOW CURB
LEGEND
2 #3 REBAR CONTINUOUS CENTER IN
MOW CURB (OVERLAP 12" AT
SPLICES)
3 COMPACTED SUBGRADE 95% MIN. TO
12" DEPTH
CONCRETE LOW DECORATIVE WALL
-SECTION
B
2 CONCRETE MOW CURB, SEE DETAIL "D",
THIS SHEET
1 EXPANSION JOINT BETWEEN CURB
AND WALL, WHERE OCCURS.
4 (2) TOP AND (2) BOTTOM #3 FOOTING
REBARS - CONTINUOUS
5 6 FINISH GRADE
7 CAST IN PLACE CONCRETE LOW
DECORATIVE WALL
8 #4 VERTICAL REBAR @ 18"O.C.,
ALTERNATE BENDS @ TOP AND BOTTOM
9 1" RADIUS
LEGEND
18 "
2 1
12"
6 8
7 3" CLEAR
3"
C
L
E
A
R
3"
C
L
E
A
R
312
"
M
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.
5 9
NOTES:
1. CAST IN PLACE CONCRETE LOW
DECORATIVE WALL COLOR AND FINISH TO
MATCH EXISTING.
2. SEE CP-1 BLOW-UP PLAN FOR CONCRETE
MOW CURB LOCATION.
3. SEE CP-1 BLOW-UP PLAN FOR EXPANSION
JOINT LOCATIONS.
6"
FI
N
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H
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A
D
E
2"
I
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P
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A
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A
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E
A
S
1 COMPACTED SUBGRADE 95% MIN. TO 12"
DEPTH
4 3 #3 X 9" REBAR/DOWEL @ 18"O.C.
NOT TO SCALE NOT TO SCALE
CD-13916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
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C
T
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SECTION / ELEVATIONCP-1
AA END WALL TREATMENT
SCALE: N.T.S.
18 "
8" RADIUS 1" RADIUS12" RADIUS
EJ-1 EXPANSION
JOINT
B
CD-1
DW-1 LOW
DECORATIVE
WALL
E
CD-1
14"-4"+/-
(AT MIDDLE OF
WALL, NTS)
-
03/24/2026 C10 203 of 234
CD-23916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
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METAL BENCH
SECTION | ISOMETRIC
C
NOT TO SCALE
PICNIC TABLE (ADA)
PLAN | ELEVATION
A
-NOT TO SCALE
CONCRETE BENCH
SECTION
B
-NOT TO SCALE
-ELEVATION | PLAN
D
NOT TO SCALE
CONCRETE FOOTING
OR DEEPENED
CONCRETE PAVING
8"
M
I
N
3"
C
L
R
CONCRETE FOOTING
OR DEEPENED
CONCRETE PAVING 8"
M
I
N
SECTION ISO VIEW
ELEVATIONELEVATION
23.1"
PLAN VIEW
38 .
5 "
SECTION
NOT TO SCALE
CONCRETE FOOTING
OR DEEPENED CONCRETE PAVING 8"
M
I
N
BIKE RACK
-ELEVATION
ETRASH AND RECYCLING
RECEPTACLES
03/24/2026 C10 204 of 234
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:
S
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E
S
H
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T
S
P
-
X2
SP-1
NOTES:
1. REFER TO SHEETS SP-1 THROUGH SP-14 FOR SOILS PLANS.
2. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
EXISTING SIDEWALK TO REMAIN,
PROTECT IN PLACE, TYP.
SOIL TYPES
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
AMENDED EXISTING
SOIL
MODULAR WETLAND
SOIL MIX
MODULAR WETLAND
SOIL MIX
AMENDED EXISTING SOIL PER SPECIFICATIONS
MODULAR WETLANDS SOIL MIX
PER CIVIL ENGINEER'S SPECIFICATIONS
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
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U
C
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N
KEY MAP NOT TO SCALE
SP-1 SP-3 SP-4
SP-14
SP-11
SP-8
SP-7
SP-6
SP-5
SP-13
SP-12
SP-2
SP-10SP-9
EROSION CONTROL, REFER TO
CIVIL ENGINEER'S PLAN, TYP.
03/24/2026 C10 205 of 234
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LIMIT OF WORK
LIMIT
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LI
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R.O.W.
R.O.W.
R.O
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W
.
R.
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W
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Q-L
B
T
-
9 6
P
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-
A
D
A
Q-L
B
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9 6
P
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X3
MATCHLINE: SEE SHEET SP-X5
SP-2
MATCHLINE: SEE SHEET SP-X5
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
BIKEWAY, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
EXISTING WALKWAY TO REMAIN,
PROTECT IN PLACE, TYP.
MAINTENANCE STRIP,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.
CURB, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
SIDEWALK, REFER TO
CIVIL ENGINEER'S
PLAN, TYP.
BIKEWAY, REFER TO
CIVIL ENGINEER'S
PLAN, TYP.
TOPSOIL SOIL MIX
AMENDED EXISTING
SOIL
SOIL TYPES
AMENDED EXISTING SOIL PER SPECIFICATIONS
TOPSOIL SOIL MIX
MODULAR WETLANDS SOIL MIX
PER CIVIL ENGINEER'S SPECIFICATIONS
NOTES:
1. REFER TO SHEETS SP-1 THROUGH SP-14 FOR SOILS PLANS.
2. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
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C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
KEY MAP NOT TO SCALE
SP-1 SP-3 SP-4
SP-14
SP-11
SP-8
SP-7
SP-6
SP-5
SP-13
SP-12
SP-2
SP-10SP-9
03/24/2026 C10 206 of 234
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R.O.W.
R.O.W.
M
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SP-3
MATCHLINE: SEE SHEET SP-14 SOIL TYPES
AMENDED EXISTING SOIL PER SPECIFICATIONS
MODULAR WETLANDS SOIL MIX
PER CIVIL ENGINEER'S SPECIFICATIONS
CURB, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
CONCRETE MEDIAN NOSE,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
BIKEWAY, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
MODULAR WETLAND
SOIL MIX
AMENDED EXISTING
SOIL
NOTES:
1. REFER TO SHEETS SP-1 THROUGH SP-14 FOR SOILS PLANS.
2. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
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U
C
T
I
O
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NORTH
0 FEET40
1" = 20'
20 60
KEY MAP NOT TO SCALE
SP-1 SP-3 SP-4
SP-14
SP-11
SP-8
SP-7
SP-6
SP-5
SP-13
SP-12
SP-2
SP-10SP-9
03/24/2026 C10 207 of 234
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J S T R E E T
LIMIT OF WORK
M
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:
S
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S
H
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P
-
X3
SP-4
SOIL TYPES
AMENDED EXISTING SOIL PER SPECIFICATIONS
MODULAR WETLANDS SOIL MIX
PER CIVIL ENGINEER'S SPECIFICATIONS
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
BIKEWAY, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
CURB, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
CONCRETE MEDIAN NOSE,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.MAINTENANCE STRIP,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.MODULAR WETLAND
SOIL MIX
AMENDED EXISTING
SOIL
NOTES:
1. REFER TO SHEETS SP-1 THROUGH SP-14 FOR SOILS PLANS.
2. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
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CO
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S
T
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U
C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
KEY MAP NOT TO SCALE
SP-1 SP-3 SP-4
SP-14
SP-11
SP-8
SP-7
SP-6
SP-5
SP-13
SP-12
SP-2
SP-10SP-9
03/24/2026 C10 208 of 234
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LIMIT OF WORKLIMIT OF WORK
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LIMIT OF WORK
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LIMIT OF WORK
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T
TR
T R
T R
TR
T
R
T R
TR
C
CD
CA
LC
LB
LA
LD
CB
CG
CF
CECC
REFERENCE LEGEND:
MAINLINE
IP-0
NOTES:
1. REFER TO SHEETS IP-0 THROUGH IP-14 FOR IRRIGATION PLANS.
2. REFER TO SHEETS IP-15 THROUGH IP-17 FOR IRRIGATION LEGEND, WATER USE CALCULATIONS, NOTES AND WATERING SCHEDULES.
3. REFER TO SHEETS ID-1 THROUGH ID-4 FOR IRRIGATION DETAILS.
SCALE: 1"=90'
0 45 90 180 270
IP-1
IP-6
IP-7
IP-8 IP-9
IP-10
IP-11
IP-12
IP-13
IP-14
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHI TECT
ST A T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
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0 FEET
SCALE: 1"=20'-0"NORTH
(CITY E, CONTROLLER CE)
POINT OF CONNECTION:CE
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
9.40 GPM
90 PSI
2,021
0.05 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CE
STATIONS: 8
STATIONS USED: 3
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(CITY C, CONTROLLER CC)
POINT OF CONNECTION:CC
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
13.0 GPM
90 PSI
7,885
0.18 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CC
STATIONS: 8
STATIONS USED: 9
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(CITY F, CONTROLLER CF)
POINT OF CONNECTION:CF
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
10.1 GPM
90 PSI
1,149
0.05 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CF
STATIONS: 8
STATIONS USED: 2
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(CITY G, CONTROLLER CG)
POINT OF CONNECTION:CG
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
7.36 GPM
90 PSI
1,647
0.04 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CG
STATIONS: 8
STATIONS USED: 3
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(CITY B, CONTROLLER CB)
POINT OF CONNECTION:CB
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
13.3 GPM
90 PSI
8,779
0.20 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CB
STATIONS: 8
STATIONS USED: 11
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(LOT A, CONTROLLER LA)
POINT OF CONNECTION:LA
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
6.54 GPM
90 PSI
1,049
0.02 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: LA
STATIONS: 8
STATIONS USED: 6
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(LOT B, CONTROLLER LB)
POINT OF CONNECTION:LB
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
10.0 GPM
90 PSI
625
0.01 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: LB
STATIONS: 8
STATIONS USED: 3
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(LOT C, CONTROLLER LC)
POINT OF CONNECTION:LC
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
12.6 GPM
90 PSI
1,545
0.03 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: LC
STATIONS: 8
STATIONS USED: 3
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
POINT OF CONNECTION:C
PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
20.1 GPM
90 PSI
40,705
0.93 NEW WATER METER: 1-1/2"
BACKFLOW PREVENTER: 1-1/2"
(PORT)
CA
POINT OF CONNECTION:CA
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
17.7 GPM
90 PSI
10,222
0.23 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID:
STATIONS: 8
STATIONS USED: 10
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(CITY A, CONTROLLER CA)
(LOT D, CONTROLLER LD)
POINT OF CONNECTION:LD
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
10.1 GPM
90 PSI
1,432
0.07 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: LD
STATIONS: 8
STATIONS USED: 5
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
CONTROLLER ID: C
STATIONS: 48
STATIONS USED: 37
REFER TO IRRIGATION LEGEND AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
EXISTING UPD PARK CONTROLLERS 'A' & 'B'
LOCATED IN BUILDING.
'A' ZONES = EAST OF BUILDING
'B' ZONES = WEST OF BUILDING
LOCATE CONTROLLER 'C' INSIDE BUIDING IN
SAME ROOM AS CONTROLLERS 'A' & 'B'.
(PORT, CONTROLLER C)
POINT OF CONNECTION:CD
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
19.0 GPM
90 PSI
7,041
0.16 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CD
STATIONS: 8
STATIONS USED: 8
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
(CITY D, CONTROLLER CD)
IP-2 IP-3 IP-4
IP-5
IC-4
PORT WATER METERS
PORT OF SAN DIEGO'S MARINA VIEW PARK
IRRIGATION WATER METER AND BACKFLOW
PREVENTER MAINTAINING SERVICE TO
EXISTING CONTROLLERS "A" & "B" SERVING
LANDSCAPE ON WEST AND EAST SIDES OF
PARK'S PUBLIC RESTROOM. REFER TO
CIVIL DRAWINGS FOR MORE INFORMATION.
PROTECT IN PLACE.
IC-4
IC-4
IRRIGATION CONSTRUCTION NOTES
03/24/2026 C10 209 of 234
LIMIT OF WORK
LIM
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O
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W
O
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M A
R
I
N
A
W
A
Y
LI
M
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O
F
W
O
R
K
R.O
.
W
.
R.O.
W
.
C23
4.311"
P
MV-C
2"20.1
0.33 FM-C
1-1/2"20.1
0.33 POINT OF CONNECTION:C
PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
20.1 GPM
90 PSI
40,705
0.93 NEW WATER METER: 1-1/2"
BACKFLOW PREVENTER: 1-1/2"
DRIP
SHRUB
C25
4.621"DRIP
SHRUB
1-1/2
"
2"
2"
1-1/2"
1-1/2
"
1-1/2"
2"
2"
2"
P
(PORT)
11 4"
11 4"
1"
1"
1"
1"
11 4"
1"
C13
19.01"
C14
18.6112"
C15
13.51"
DRIP
SHRUB
DRIP
SHRUB
ROTATOR
LAWN
C16
14.51"
C18
111"
C17
91"
BUBBLER
TREE
BUBBLER
TREE
DRIP
SHRUB
C20
13.31"DRIP
SHRUB
C21
0.571"DRIP
SHRUB
C22
0.681"DRIP
SHRUB
C24
131"BUBBLER
TREE
1"
P
P
P
P
IC-1
1 1/2"
2"
2"
C19
8.471"DRIP
SHRUB
11 4"
11 4"
REFERENCE LEGEND:
MP1000
POP-UP TURF ROTATOR
REMOTE CONTROL VALVE
QUICK COUPLING VALVE
ISOLATION VALVE
MANIFOLD VALVE
MASTER VALVE
CONTROLLER
FLOW METER
LATERAL LINE
MAINLINE
PIPE SLEEVE
WIRE CONDUIT
PULL BOX
TREE BUBBLER
0.30 - 20GPM DRIP REMOTE
CONTROL VALVE
DRIP FLUSH VALVE
DRIPLINE
DRIP AIR-RELIEF VALVE
RAIN SENSOR
PVC TO DRIPLINE TRANSITION
RS
P
MP2000
POP-UP TURF ROTATOR
BACKFLOW PREVENTER
POTABLE WATER METER
2"
XX
DRIPLINE
REFER TO SHEET IP-2 FOR IRRIGATION
POINT OF CONNECTION "B" LOCATION
NORTHEAST OF MARINA PARKWAY AND J
STREET INTERSECTION VICINITY, AND
SHEET IP-4 FOR IRRIGATION POINT OF
CONNECTION "A" LOCATION NORTHEAST A
STREET AND J STREET INTERSECTION
VICINITY.
CONTACT DAVE DEFACCI, CITY OF CHULA
VISTA SENIOR LANDSCAPE INSPECTOR,
(619) 409-5432, A MINIMUM 48 HOURS PRIOR
TO COMMENCING WORK, FOR
VERIFICATION OF ANY EXISTING SYSTEMS
WITHIN THE CITY'S PURVIEW, DURING
CONSTRUCTION AS APPROPRIATE AND
UPON COMPLETION OF THE PROJECT FOR
REVIEWS.
M
A
T
C
H
L
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E
:
S
E
E
S
H
E
E
T
I
P
-
X2
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
EXISTING SIDEWALK TO REMAIN,
PROTECT IN PLACE, TYP.
NOTES:
1. REFER TO SHEETS IP-0 THROUGH IP-14 FOR IRRIGATION PLANS.
2. REFER TO SHEETS IP-15 THROUGH IP-17 FOR IRRIGATION LEGEND, WATER USE CALCULATIONS, NOTES AND WATERING SCHEDULES.
3. REFER TO SHEETS ID-1 THROUGH ID-4 FOR IRRIGATION DETAILS. (UNLESS OTHERWISE NOTED ON PLANS)
3/4" - 0 - 7 GPM
1" - 8 - 14 GPM
1 1/4" - 15 - 20 GPM
1 1/2" - 21 - 30 GPM
2" - 31 - 50 GPM
2 1/2" - 51 + GPM
LATERAL PIPE SIZING GUIDE:
IP-1
IRRIGATION CONSTRUCTION NOTE
MODULAR WETLAND
UNIT
IRRIGATION NOTES:
1. PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
IRRIGATION SYSTEM COMPONENTS WITHIN LIMIT-OF-WORK AND ADJACENT PROPERTY(S)
TO DETERMINE WHAT IF ANY SYSTEM COMPONENTS ARE REQUIRED TO BE
PROTECTED-IN-PLACE IN ORDER TO MAINTAIN THEM IN CURRENT WORKING ORDER
DURING CONSTRUCTION AND/OR TO RESTORE THEM TO ORIGINAL CONDITION UPON THE COMPLETION OF WORK.
LANDSCAPE CONTRACTOR SHALL INSTALL NEW / RETROFIT EXISTING IRRIGATION EQUIPMENT /
COMPONENTS AS REQUIRED FOR COMPLETE HEAD-TO-HEAD COVERAGE AND RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
2. DURING WORK (DEMOLITION) AND CONSTRUCTION), CONTRACTOR SHALL PROTECT-IN-PLACE AND/OR
MAINTAIN ANY REQUIRED SYSTEMS FOUND DURING PRE-CONSTRUCTION WALK-THROUGH THAT ARE CRITICAL TO REMAIN IN PLACE DURING AND AFTER THE PROJECT SCOPE HAS BEEN COMPLETED.
CONTRACTOR SHALL INSTALL NEW IRRIGATION HEADS AND/OR ADJUST EXISTING HEADS TO ACCOMMODATE NEW DESIGN SCOPE AS REQUIRED, AS PART OF WORK. EXISTING ROTOR HEADS IN
PARK LAWN, SUCH AS BUT NOT LIMITED TO FULL CIRCLE HEADS, SHALL BE ADJUSTED IN LOCATION TO BE EQUIDISTANT APART BETWEEN THE SIDE WALK IN EACH SIDE OF PARK.
3. UPON COMPLETION OF THE PROJECT, A POST-PROJECT WALK-THROUGH SHALL BE SCHEDULED WITH
THE OWNER'S REPRESENTATIVE TO CONFIRM ALL WORK WITHIN LIMIT-OF-WORK AND ADJACENT
AREAS TO THE PROJECT SITE HAVE BEEN MAINTAINED AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION AND SHALL BE ACCEPTED BY THE OWNER'S REPRESSENTATIVE.
EXISTING PARK IRRIGATION SHALL REMAIN PROTECTED
AND AUTOMATIC IRRIGATION MAINTAINED AT ALL TIMES
DURING DEMOLITION, CONSTRUCTION AND MAINTENANCE.
POINT OF CONNECTION
LOCATE POTABLE WATER METER IN THE VICINITY SHOWN. IMMEDIATELY DOWNSTREAM OF THE WATER METER, INSTALL THE BACKFLOW PREVENTER ASSEMBLY. EXTEND THE PRESSURE SUPPLY LINE AND CONNECT THE NORMALLY CLOSED MASTER VALVE AND FLOW METER. EXTEND THE PRESSURE SUPPLY LINE TO THE IRRIGATION SYSTEM.
IC-1
IC-2
CONTROLLER
LOCATE THE AVAILABLE INDEPENDENT CIRCUIT 20A 120VOLT POWER SOURCE FOR THE CONTROLLER. PRIOR TO ORDERING MATERIALS AND BEGINNING INSTALLATION, THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE CONTROLLER WITH THE DESIGNATED OWNER'S REPRESENTATIVE. ONCE THE FINAL LOCATION HAS BEEN DETERMINED, INSTALL THE CONTROLLER PER DETAIL AND ANY MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR EXTENDING, LABELING AND CONNECTING THE RAIN SENSOR, MASTER VALVE AND FLOW SENSING WIRES TO CONTROLLER. 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHI TECT
ST A T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
0 FEET
SCALE: 1"=20'-0"NORTH
KEY MAP NOT TO SCALE
IP-1 IP-3 IP-4
IP-14
IP-11
IP-8
IP-7
IP-6
IP-5
IP-13
IP-12
IP-2
IP-10IP-9
REFER TO SHEET IP-3 FOR CONTROLLER
"A", "B", & "C" LOCATIONS IN PUBLIC
RESTROOM BUILDING.
03/24/2026 C10 210 of 234
LIMIT OF WORK
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P
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LIMIT OF WORK
LIMIT
O
F
W
O
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LI
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F
W
O
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K
R.O.W.
R.O.W.
R.O
.
W
.
R.
O
.
W
.
T R
R
T R
T R
T
P
1"9
CA2
BUBBLER
TREE
P
CA
POINT OF CONNECTION:CA
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
17.7 GPM
90 PSI
10,222
0.23 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CA
STATIONS: 8
STATIONS USED: 10
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
1"14.4
CA1
DRIP
SHRUB
FM-CA
1"17.7
0.62 MV-CA
1"17.7
0.62 RS
2"
2"
2"
2"
1-1
/
4 "
2"2"
2"
(CITY A, CONTROLLER CA)
1"
1"
114"
1"
11 4"
11 4"
1"
1"
1"
11 4"
1"
1"
1"
11 4"
1"
11 4"
1"
1"
C7
10.41"
C8
141"DRIP
SHRUB
BUBBLER
TREEC9
8.271"DRIP
SHRUB
C10
12.71"
C11
131"
C12
15.31"DRIP
SHRUB
DRIP
SHRUB
BUBBLER
TREE
LD3
51"
LD4
11"
LD5
2.741"
CA3
141"
CA4
17.71"
BUBBLER
TREE
DRIP
SHRUB
DRIP
SHRUB
BUBBLER
TREE
BUBBLER
TREE
2"2"2"
P
P
P P P
P
P
P
P
P P
IC-1IC-2
1 1
/
2 "
1-1/4"1-1/4"
2"
11 4"
114"
REFERENCE LEGEND:
MP1000
POP-UP TURF ROTATOR
REMOTE CONTROL VALVE
QUICK COUPLING VALVE
ISOLATION VALVE
MANIFOLD VALVE
MASTER VALVE
CONTROLLER
FLOW METER
LATERAL LINE
MAINLINE
PIPE SLEEVE
WIRE CONDUIT
PULL BOX
TREE BUBBLER
0.30 - 20GPM DRIP REMOTE
CONTROL VALVE
DRIP FLUSH VALVE
DRIPLINE
DRIP AIR-RELIEF VALVE
RAIN SENSOR
PVC TO DRIPLINE TRANSITION
RS
P
MP2000
POP-UP TURF ROTATOR
BACKFLOW PREVENTER
POTABLE WATER METER
2"
XX
DRIPLINE
M
A
T
C
H
L
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E
:
S
E
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S
H
E
E
T
I
P
-
X1
M
A
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
I
P
-
X3
MATCHLINE: SEE SHEET IP-X5
EXISTING WALKWAY TO REMAIN,
PROTECT IN PLACE, TYP.
MAINTENANCE STRIP,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.
CURB, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
SIDEWALK, REFER TO
CIVIL ENGINEER'S
PLAN, TYP.
BIKEWAY, REFER TO
CIVIL ENGINEER'S
PLAN, TYP.
(UNLESS OTHERWISE NOTED ON PLANS)
3/4" - 0 - 7 GPM
1" - 8 - 14 GPM
1 1/4" - 15 - 20 GPM
1 1/2" - 21 - 30 GPM
2" - 31 - 50 GPM
2 1/2" - 51 + GPM
LATERAL PIPE SIZING GUIDE:
REFER TO SHEET IP-1 FOR IRRIGATION
POINT OF CONNECTION "A" LOCATION IN
PARKWAY AND SHEET IP-3 FOR IRRIGATION
POINT OF CONNECTION "C" LOCATION
NORTHEAST A STREET AND J STREET
INTERSECTION VICINITY.
CONTACT DAVE DEFACCI, SENIOR
LANDSCAPE INSPECTOR, (619) 409-5432, A
MINIMUM 48 HOURS PRIOR TO
COMMENCING WORK, FOR VERIFICATION
OF ANY EXISTING SYSTEMS WITHIN THE
CITY'S PURVIEW, DURING CONSTRUCTION
AS APPROPRIATE AND UPON COMPLETION
OF THE PROJECT FOR REVIEWS.
IRRIGATION CONSTRUCTION NOTES
IRRIGATION NOTES:
1. PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING
IRRIGATION SYSTEM COMPONENTS WITHIN LIMIT-OF-WORK AND ADJACENT PROPERTY(S)
TO DETERMINE WHAT IF ANY SYSTEM COMPONENTS ARE REQUIRED TO BE
PROTECTED-IN-PLACE IN ORDER TO MAINTAIN THEM IN CURRENT WORKING ORDER
DURING CONSTRUCTION AND/OR TO RESTORE THEM TO ORIGINAL CONDITION UPON THE COMPLETION OF WORK.
LANDSCAPE CONTRACTOR SHALL INSTALL NEW / RETROFIT EXISTING IRRIGATION EQUIPMENT /
COMPONENTS AS REQUIRED FOR COMPLETE HEAD-TO-HEAD COVERAGE AND RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
2. SOME WORK TO MODIFY EXISTING PARK IRRIGATION SYSTEMS WILL OCCUR IN SPOT LOCATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY SITE CONDITIONS AT A PRE-BID STAGE AND INCLUDE THIS WORK IN BID. PRIOR TO ANY WORK, CONTACT
SENIOR LANDSCAPE INSPECTOR (SEE BELOW) FOR OPERATIONAL REVIEW, DIRECTION AND APPROVAL TO PROCEED. THIS INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF NEW (PART
CIRCLE AS REQUIRED) ROTOR HEADS WITH LATERAL LINE AT NEW TURF AREA EDGES AND
CONNECTION TO EXISTING REMOTE CONTROL VALVE / LATERAL LINES FOR EACH ZONE AFFECTED,
CHANGING EXISTING FULL CIRCLE HEAD ARCS INSIDE THE TURF AREA TO PART CIRCLE ARCS, AND
CHANGING NOZZLES AS REQUIRED FOR MAINTAINING APPLICATION UNIFORMITY ACROSS THE SYSTEM. ADJUST HEAD SPRAY COVERAGE WHERE OVERSPRAY COULD OTHERWISE OCCUR.
3. DURING WORK (DEMOLITION) AND CONSTRUCTION), CONTRACTOR SHALL PROTECT-IN-PLACE AND/OR
MAINTAIN ANY REQUIRED SYSTEMS FOUND DURING PRE-CONSTRUCTION WALK-THROUGH THAT ARE CRITICAL TO REMAIN IN PLACE DURING AND AFTER THE PROJECT SCOPE HAS BEEN COMPLETED.
CONTRACTOR SHALL INSTALL NEW IRRIGATION HEADS AND/OR ADJUST EXISTING HEADS TO ACCOMMODATE NEW DESIGN SCOPE AS REQUIRED, AS PART OF WORK. EXISTING ROTOR HEADS IN
PARK LAWN, SUCH AS BUT NOT LIMITED TO FULL CIRCLE HEADS, SHALL BE ADJUSTED IN LOCATION TO BE EQUIDISTANT APART BETWEEN THE SIDE WALK IN EACH SIDE OF PARK.
4. UPON COMPLETION OF THE PROJECT, A POST-PROJECT WALK-THROUGH SHALL BE SCHEDULED WITH
THE OWNER'S REPRESENTATIVE TO CONFIRM ALL WORK WITHIN LIMIT-OF-WORK AND ADJACENT
AREAS TO THE PROJECT SITE HAVE BEEN MAINTAINED AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION AND SHALL BE ACCEPTED BY THE OWNER'S REPRESENTATIVE.
REPAIR AND REPLACE / ADJUST EXISTING
IRRIGATION HEADS, DISTURBED OR DAMAGED
IRRIGATION COMPONENTS, AND INSTALL NEW
IRRIGATION TO MATCH EXISTING IRRIGATION AS
REQUIRED FOR COMPLETE WATER COVERAGE OVER
LANDSCAPE. HARDSCAPE OVERSPRAY OR
OVERLAPPING COVERAGE BY SPRINKLER HEADS
WILL BE KEPT TO A MINIMUM. ADJUST / REPLACE
NOZZLES AND RELOCATE EXISTING HEADS AS
REQUIRED TO THE SATISFACTION OF SENIOR
LANDSCAPE INSPECTOR.
PRIOR TO ANY DEMOLITION / CONSTRUCTION,
VERIFY EXISTING SYSTEM LAYOUT AND OPERATION
IN ALL AREAS ADJACENT TO NEW CONSTRUCTION.
REFER TO PROPOSED NEW PLANTINGS INDICATED IN
PLANTING PLAN. STAY OUTSIDE DRIPLINE OF
EXISTING TREE CANOPIES WHEN DIGGING OR
TRENCHING.
NOTES:
1. REFER TO SHEETS IP-0 THROUGH IP-14 FOR IRRIGATION PLANS.
2. REFER TO SHEETS IP-15 THROUGH IP-17 FOR IRRIGATION LEGEND, WATER USE CALCULATIONS, NOTES AND WATERING SCHEDULES.
3. REFER TO SHEETS ID-1 THROUGH ID-4 FOR IRRIGATION DETAILS.
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
BIKEWAY, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
EXISTING PARK IRRIGATION SHALL REMAIN
PROTECTED AND AUTOMATIC IRRIGATION
MAINTAINED AT ALL TIMES DURING DEMOLITION,
CONSTRUCTION AND MAINTENANCE.
IP-2
POINT OF CONNECTION
LOCATE POTABLE WATER METER IN THE VICINITY SHOWN. IMMEDIATELY DOWNSTREAM OF THE WATER METER, INSTALL THE BACKFLOW PREVENTER ASSEMBLY. EXTEND THE PRESSURE SUPPLY LINE AND CONNECT THE NORMALLY CLOSED MASTER VALVE AND FLOW METER. EXTEND THE PRESSURE SUPPLY LINE TO THE IRRIGATION SYSTEM.
IC-1
IC-2
CONTROLLER
LOCATE THE AVAILABLE INDEPENDENT CIRCUIT 20A 120VOLT POWER SOURCE FOR THE CONTROLLER. PRIOR TO
ORDERING MATERIALS AND BEGINNING INSTALLATION, THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE CONTROLLER WITH THE DESIGNATED OWNER'S REPRESENTATIVE. ONCE THE FINAL LOCATION HAS BEEN DETERMINED, INSTALL THE CONTROLLER PER DETAIL AND ANY MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR
IS RESPONSIBLE FOR EXTENDING, LABELING AND CONNECTING THE RAIN SENSOR, MASTER VALVE AND FLOW SENSING WIRES TO CONTROLLER.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHI TECT
ST A T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
0 FEET
SCALE: 1"=20'-0"NORTH
KEY MAP NOT TO SCALE
IP-1 IP-3 IP-4
IP-14
IP-11
IP-8
IP-7
IP-6
IP-5
IP-13
IP-12
IP-2
IP-10IP-9
REFER TO SHEET IP-3 FOR CONTROLLER
"A", "B", & "C" LOCATIONS IN PUBLIC
RESTROOM BUILDING.
03/24/2026 C10 211 of 234
CA8
3.711"
LIMIT OF WORK
LIMIT OF WORK
J S T R E E T
S
T
R
E
E
T
A
LIMIT OF WORK
LI
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O
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W
O
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LI
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W
O
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K
R.O.W.
R.O.W.
R.O.W.
T
R
T R
MV-CD
1"19.0
0.62 FM-CD
1"19.0
0.62 C
POINT OF CONNECTION:CD
(NEW SYSTEM) PEAK DEMAND:
AVAILABLE WATER PRESSURE:
ESTIMATED LANDSCAPE AREA (SQ.FT.):
ESTIMATED LANDSCAPE AREA (ACRE):
19.0 GPM
90 PSI
7,041
0.16 NEW WATER METER: 1"
BACKFLOW PREVENTER: 1"
CONTROLLER ID: CD
STATIONS: 8
STATIONS USED: 8
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
CONTROLLER ID: C
STATIONS: 48
STATIONS USED: 37
REFER TO IRRIGATION LEGEND ON AND
GENERAL IRRIGATION NOTES ON SHEET
IP-15 FOR ADDITIONAL CONTROLLER
INFORMATION & MODEL NUMBERS.
RS
P
CD
IC-1
RS
EXISTING UPD PARK CONTROLLERS 'A' & 'B'
LOCATED IN BUILDING.
'A' ZONES = EAST OF BUILDING
'B' ZONES = WEST OF BUILDING
2"
2"2"
2"
(CITY D, CONTROLLER CD)
(PORT, CONTROLLER C)
1"
1"
C4
8.041"DRIP
SHRUBC5
71"BUBBLER
TREEC6
2.161"DRIP
SHRUB
CA5
1.561"
CA6
0.621"
DRIP
SHRUB
CD3
0.621"
DRIP
SHRUB DRIP
SHRUB
2"
CA7
31"
P
P
PP
P
P
P P
P P
P P
P
IC-2
IC-2
1 1/2"
1 1
/
2 "
1 1
/
2 "
2"
2"
2"
2"
DRIP
SHRUB
BUBBLER
TREE
1"
1"
REFERENCE LEGEND:
MP1000
POP-UP TURF ROTATOR
REMOTE CONTROL VALVE
QUICK COUPLING VALVE
ISOLATION VALVE
MANIFOLD VALVE
MASTER VALVE
CONTROLLER
FLOW METER
LATERAL LINE
MAINLINE
PIPE SLEEVE
WIRE CONDUIT
PULL BOX
TREE BUBBLER
0.30 - 20GPM DRIP REMOTE
CONTROL VALVE
DRIP FLUSH VALVE
DRIPLINE
DRIP AIR-RELIEF VALVE
RAIN SENSOR
PVC TO DRIPLINE TRANSITION
RS
P
MP2000
POP-UP TURF ROTATOR
BACKFLOW PREVENTER
POTABLE WATER METER
2"
XX
DRIPLINE
M
A
T
C
H
L
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E
:
S
E
E
S
H
E
E
T
I
P
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X2
CURB, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
CONCRETE MEDIAN NOSE,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.
PUBLIC
RESTROOM
BLDG.
BIKEWAY, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
M
A
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
I
P
-
X4
IRRIGATION CONSTRUCTION NOTES
(UNLESS OTHERWISE NOTED ON PLANS)
3/4" - 0 - 7 GPM
1" - 8 - 14 GPM
1 1/4" - 15 - 20 GPM
1 1/2" - 21 - 30 GPM
2" - 31 - 50 GPM
2 1/2" - 51 + GPM
LATERAL PIPE SIZING GUIDE:
CONTACT DAVE DEFACCI, SENIOR
LANDSCAPE INSPECTOR, (619) 409-5432, A
MINIMUM 48 HOURS PRIOR TO
COMMENCING WORK, FOR VERIFICATION
OF ANY EXISTING SYSTEMS WITHIN THE
CITY'S PURVIEW, DURING CONSTRUCTION
AS APPROPRIATE AND UPON COMPLETION
OF THE PROJECT FOR REVIEWS.
IRRIGATION NOTES:
1. PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING . IRRIGATION
SYSTEM COMPONENTS WITHIN LIMIT-OF-WORK AND ADJACENT PROPERTY(S) TO DETERMINE WHAT IF ANY SYSTEM
COMPONENTS ARE REQUIRED TO BE PROTECTED-IN-PLACE IN ORDER TO MAINTAIN THEM IN CURRENT WORKING ORDER DURING CONSTRUCTION AND/OR TO RESTORE THEM TO ORIGINAL CONDITION UPON THE COMPLETION OF WORK.
LANDSCAPE CONTRACTOR SHALL INSTALL NEW / RETROFIT EXISTING IRRIGATION EQUIPMENT /
COMPONENTS AS REQUIRED FOR COMPLETE HEAD-TO-HEAD COVERAGE AND RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
2. SOME WORK TO MODIFY EXISTING PARK IRRIGATION SYSTEMS WILL OCCUR IN SPOT LOCATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY SITE CONDITIONS AT A PRE-BID STAGE AND INCLUDE THIS WORK IN BID. PRIOR TO ANY WORK, CONTACT SENIOR LANDSCAPE INSPECTOR (SEE BELOW) FOR OPERATIONAL REVIEW, DIRECTION AND APPROVAL TO PROCEED. THIS INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION
OF NEW (PART CIRCLE AS REQUIRED) ROTOR HEADS WITH LATERAL LINE AT NEW TURF AREA EDGES AND CONNECTION
TO EXISTING REMOTE CONTROL VALVE/LATERAL LINES FOR EACH ZONE AFFECTED, CHANGING EXISTING FULL CIRCLE
HEAD ARCS INSIDE THE TURF AREA TO PART CIRCLE ARCS, AND CHANGING NOZZLES AS REQUIRED FOR MAINTAINING APPLICATION UNIFORMITY ACROSS THE SYSTEM. ADJUST HEAD SPRAY COVERAGE WHERE OVERSPRAY COULD OTHERWISE OCCUR.
3. DURING WORK (DEMOLITION) AND CONSTRUCTION), CONTRACTOR SHALL PROTECT-IN-PLACE AND/OR MAINTAIN ANY
REQUIRED SYSTEMS FOUND DURING PRE-CONSTRUCTION WALK-THROUGH THAT ARE CRITICAL TO REMAIN IN PLACE DURING AND AFTER THE PROJECT SCOPE HAS BEEN COMPLETED. CONTRACTOR SHALL INSTALL NEW IRRIGATION HEADS AND/OR ADJUST EXISTING HEADS TO ACCOMMODATE NEW DESIGN SCOPE AS REQUIRED, AS PART OF WORK.
EXISTING ROTOR HEADS IN PARK LAWN, SUCH AS BUT NOT LIMITED TO FULL CIRCLE HEADS, SHALL BE ADJUSTED IN LOCATION TO BE EQUIDISTANT APART BETWEEN THE SIDE WALK IN EACH SIDE OF PARK.
4. UPON COMPLETION OF THE PROJECT, A POST-PROJECT WALK-THROUGH SHALL BE SCHEDULED WITH THE OWNER'S
REPRESENTATIVE TO CONFIRM ALL WORK WITHIN LIMIT-OF-WORK AND ADJACENT AREAS TO THE PROJECT SITE HAVE
BEEN MAINTAINED AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION AND SHALL BE ACCEPTED BY THE OWNER'S REPRESENTATIVE.
NOTES:
1. REFER TO SHEETS IP-0 THROUGH IP-14 FOR IRRIGATION PLANS.
2. REFER TO SHEETS IP-15 THROUGH IP-17 FOR IRRIGATION LEGEND, WATER USE CALCULATIONS, NOTES AND WATERING SCHEDULES.
3. REFER TO SHEETS ID-1 THROUGH ID-4 FOR IRRIGATION DETAILS.
INSTALL (1) 4"
CONDUIT PIPE
REPAIR AND REPLACE / ADJUST EXISTING IRRIGATION HEADS, DISTURBED
OR DAMAGED IRRIGATION COMPONENTS, AND INSTALL NEW IRRIGATION TO
MATCH EXISTING IRRIGATION AS REQUIRED FOR COMPLETE WATER COVERAGE OVER LANDSCAPE. HARDSCAPE OVERSPRAY OR OVERLAPPING COVERAGE BY SPRINKLER HEADS WILL BE KEPT TO A MINIMUM. ADJUST /
REPLACE NOZZLES AND RELOCATE EXISTING HEADS AS REQUIRED TO THE SATISFACTION OF SENIOR LANDSCAPE INSPECTOR.
PRIOR TO ANY DEMOLITION / CONSTRUCTION, VERIFY EXISTING SYSTEM LAYOUT AND OPERATION IN ALL AREAS ADJACENT TO NEW CONSTRUCTION.
REFER TO PROPOSED NEW PLANTINGS INDICATED IN PLANTING PLAN. STAY
OUTSIDE DRIPLINE OF EXISTING TREE CANOPIES WHEN DIGGING OR TRENCHING.
CITY OF CHULA VISTA
NOTE:
TRENCH FOR NEW
WIRE ROUTE
THROUGH EXISTING
LANDSCAPE AREA
SHALL BE LIMITED
TO PLANTER EDGES
AWAY FROM
EXISTING PLANTS.
EXISTING PARK IRRIGATION SHALL
REMAIN PROTECTED AND AUTOMATIC
IRRIGATION MAINTAINED AT ALL TIMES
DURING DEMOLITION, CONSTRUCTION
AND MAINTENANCE.
EXISTING PARK IRRIGATION SHALL
REMAIN PROTECTED AND
AUTOMATIC IRRIGATION MAINTAINED
AT ALL TIMES DURING DEMOLITION,
CONSTRUCTION AND MAINTENANCE.
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
IP-3
MATCHLINE: SEE SHEET IP-X14
POINT OF CONNECTION
LOCATE POTABLE WATER METER IN THE VICINITY SHOWN. IMMEDIATELY DOWNSTREAM OF THE WATER METER, INSTALL THE BACKFLOW PREVENTER ASSEMBLY. EXTEND THE PRESSURE SUPPLY LINE AND CONNECT THE NORMALLY CLOSED MASTER VALVE AND FLOW METER. EXTEND THE PRESSURE SUPPLY LINE TO THE IRRIGATION SYSTEM.
IC-1
IC-2
CONTROLLER
LOCATE THE AVAILABLE INDEPENDENT CIRCUIT 20A 120VOLT POWER SOURCE FOR THE CONTROLLER. PRIOR TO ORDERING MATERIALS AND BEGINNING INSTALLATION, THE CONTRACTOR
SHALL COORDINATE THE EXACT LOCATION OF THE CONTROLLER WITH THE DESIGNATED OWNER'S REPRESENTATIVE. ONCE THE FINAL LOCATION HAS BEEN DETERMINED, INSTALL THE CONTROLLER PER DETAIL AND ANY MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR
EXTENDING, LABELING AND CONNECTING THE RAIN SENSOR, MASTER VALVE AND FLOW SENSING WIRES TO CONTROLLER.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHI TECT
ST A T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
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SCALE: 1"=20'-0"NORTH
MODULAR WETLAND UNIT
MODULAR WETLAND
UNIT
MODULAR WETLAND UNIT
KEY MAP NOT TO SCALE
IP-1 IP-3 IP-4
IP-14
IP-11
IP-8
IP-7
IP-6
IP-5
IP-13
IP-12
IP-2
IP-10IP-9
REFER TO SHEET IP-3 FOR CONTROLLER
"A", "B", & "C" LOCATIONS IN PUBLIC
RESTROOM BUILDING.
IC-4
PORT WATER METERS
PORT OF SAN DIEGO'S MARINA VIEW PARK IRRIGATION WATER METER AND BACKFLOW PREVENTER MAINTAINING SERVICE TO EXISTING CONTROLLERS "A" & "B" SERVING LANDSCAPE ON WEST AND EAST SIDES OF PARK'S PUBLIC RESTROOM. REFER TO CIVIL DRAWINGS FOR MORE INFORMATION. PROTECT IN PLACE.
IC-4
03/24/2026 C10 212 of 234
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LIMIT OF WORK
J S T R E E T
LIMIT OF WORK
BUBBLER
TREE
BUBBLER
TREE
DRIP
SHRUB
P
P CD6
3.461"
CD7
21"
DRIP
SHRUB
BUBBLER
TREE
CD4
19.01"
CD5
161"
1"
2"
2"
1-1/2"
2"
2"
1"
11 4"
1"
1"
11 4"
11 4"
1"1"
C1
1.141"DRIP
SHRUB
C2
121"BUBBLER
TREE
C3
15.41"DRIP
SHRUB
CD8
1.081"
DRIP
SHRUB
DRIP
SHRUB
BUBBLER
TREE
1 1/2"
1 1/2"
P
P
P
P
P
1"1"
REFERENCE LEGEND:
MP1000
POP-UP TURF ROTATOR
REMOTE CONTROL VALVE
QUICK COUPLING VALVE
ISOLATION VALVE
MANIFOLD VALVE
MASTER VALVE
CONTROLLER
FLOW METER
LATERAL LINE
MAINLINE
PIPE SLEEVE
WIRE CONDUIT
PULL BOX
TREE BUBBLER
0.30 - 20GPM DRIP REMOTE
CONTROL VALVE
DRIP FLUSH VALVE
DRIPLINE
DRIP AIR-RELIEF VALVE
RAIN SENSOR
PVC TO DRIPLINE TRANSITION
RS
P
MP2000
POP-UP TURF ROTATOR
BACKFLOW PREVENTER
POTABLE WATER METER
2"
XX
DRIPLINE
M
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CURB, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
CONCRETE MEDIAN NOSE,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.
SIDEWALK, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
BIKEWAY, REFER TO CIVIL
ENGINEER'S PLAN, TYP.
(UNLESS OTHERWISE NOTED ON PLANS)
3/4" - 0 - 7 GPM
1" - 8 - 14 GPM
1 1/4" - 15 - 20 GPM
1 1/2" - 21 - 30 GPM
2" - 31 - 50 GPM
2 1/2" - 51 + GPM
LATERAL PIPE SIZING GUIDE:
MAINTENANCE STRIP,
REFER TO CIVIL
ENGINEER'S PLAN, TYP.
REFER TO SHEET IP-1 FOR IRRIGATION
POINT OF CONNECTION "A" LOCATION IN
PARKWAY, SHEET IP-2 FOR IRRIGATION
POINT OF CONNECTION "B" LOCATION
NORTHEAST OF MARINA PARKWAY AND J
STREET INTERSECTION VICINITY, AND
SHEET IP-3 FOR IRRIGATION POINT OF
CONNECTION "C" LOCATION NORTHEAST A
STREET AND J STREET INTERSECTION
VICINITY.
CONTACT DAVE DEFACCI, SENIOR
LANDSCAPE INSPECTOR, (619) 409-5432, A
MINIMUM 48 HOURS PRIOR TO
COMMENCING WORK, FOR VERIFICATION
OF ANY EXISTING SYSTEMS WITHIN THE
CITY'S PURVIEW, DURING CONSTRUCTION
AS APPROPRIATE AND UPON COMPLETION
OF THE PROJECT FOR REVIEWS.
NOTES:
1. REFER TO SHEETS IP-0 THROUGH IP-14 FOR IRRIGATION PLANS.
2. REFER TO SHEETS IP-15 THROUGH IP-17 FOR IRRIGATION LEGEND, WATER USE CALCULATIONS, NOTES AND WATERING SCHEDULES.
3. REFER TO SHEETS ID-1 THROUGH ID-4 FOR IRRIGATION DETAILS.
REPAIR AND REPLACE / ADJUST EXISTING IRRIGATION
HEADS, DISTURBED OR DAMAGED IRRIGATION
COMPONENTS, AND INSTALL NEW IRRIGATION TO MATCH
EXISTING IRRIGATION AS REQUIRED FOR COMPLETE
WATER COVERAGE OVER LANDSCAPE. HARDSCAPE
OVERSPRAY OR OVERLAPPING COVERAGE BY
SPRINKLER HEADS WILL BE KEPT TO A MINIMUM. ADJUST
/ REPLACE NOZZLES AND RELOCATE EXISTING HEADS
AS REQUIRED TO THE SATISFACTION OF SENIOR
LANDSCAPE INSPECTOR.
PRIOR TO ANY DEMOLITION / CONSTRUCTION, VERIFY
EXISTING SYSTEM LAYOUT AND OPERATION IN ALL
AREAS ADJACENT TO NEW CONSTRUCTION.
REFER TO PROPOSED NEW PLANTINGS INDICATED IN
PLANTING PLAN. STAY OUTSIDE DRIPLINE OF EXISTING
TREE CANOPIES WHEN DIGGING OR TRENCHING.
EXISTING PARK IRRIGATION SHALL
REMAIN PROTECTED AND AUTOMATIC
IRRIGATION MAINTAINED AT ALL TIMES
DURING DEMOLITION, CONSTRUCTION
AND MAINTENANCE.
IP-43916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHI TECT
ST A T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
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SCALE: 1"=20'-0"NORTH
IRRIGATION NOTES:
1. PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING .
IRRIGATION SYSTEM COMPONENTS WITHIN LIMIT-OF-WORK AND ADJACENT PROPERTY(S) TO DETERMINE
WHAT IF ANY SYSTEM COMPONENTS ARE REQUIRED TO BE PROTECTED-IN-PLACE IN ORDER TO MAINTAIN
THEM IN CURRENT WORKING ORDER DURING CONSTRUCTION AND/OR TO RESTORE THEM TO ORIGINAL CONDITION UPON THE COMPLETION OF WORK.
LANDSCAPE CONTRACTOR SHALL INSTALL NEW / RETROFIT EXISTING IRRIGATION EQUIPMENT /
COMPONENTS AS REQUIRED FOR COMPLETE HEAD-TO-HEAD COVERAGE AND RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
2. SOME WORK TO MODIFY EXISTING PARK IRRIGATION SYSTEMS WILL OCCUR IN SPOT LOCATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK. CONTRACTOR WILL BE RESPONSIBLE TO VERIFY SITE CONDITIONS AT A PRE-BID STAGE AND INCLUDE THIS WORK IN BID. PRIOR TO ANY WORK, CONTACT SENIOR LANDSCAPE INSPECTOR (SEE BELOW) FOR OPERATIONAL REVIEW, DIRECTION AND APPROVAL TO PROCEED. THIS INCLUDES, BUT IS NOT
LIMITED TO, INSTALLATION OF NEW (PART CIRCLE AS REQUIRED) ROTOR HEADS WITH LATERAL LINE AT NEW
TURF AREA EDGES AND CONNECTION TO EXISTING REMOTE CONTROL VALVE/LATERAL LINES FOR EACH ZONE
AFFECTED, CHANGING EXISTING FULL CIRCLE HEAD ARCS INSIDE THE TURF AREA TO PART CIRCLE ARCS, AND CHANGING NOZZLES AS REQUIRED FOR MAINTAINING APPLICATION UNIFORMITY ACROSS THE SYSTEM.
ADJUST HEAD SPRAY COVERAGE WHERE OVERSPRAY COULD OTHERWISE OCCUR.
3. DURING WORK (DEMOLITION) AND CONSTRUCTION), CONTRACTOR SHALL PROTECT-IN-PLACE AND/OR
MAINTAIN ANY REQUIRED SYSTEMS FOUND DURING PRE-CONSTRUCTION WALK-THROUGH THAT ARE CRITICAL TO REMAIN IN PLACE DURING AND AFTER THE PROJECT SCOPE HAS BEEN COMPLETED. CONTRACTOR SHALL
INSTALL NEW IRRIGATION HEADS AND/OR ADJUST EXISTING HEADS TO ACCOMMODATE NEW DESIGN SCOPE AS REQUIRED, AS PART OF WORK. EXISTING ROTOR HEADS IN PARK LAWN, SUCH AS BUT NOT LIMITED TO FULL
CIRCLE HEADS, SHALL BE ADJUSTED IN LOCATION TO BE EQUIDISTANT APART BETWEEN THE SIDE WALK IN EACH SIDE OF PARK.
4. UPON COMPLETION OF THE PROJECT, A POST-PROJECT WALK-THROUGH SHALL BE SCHEDULED WITH THE
OWNER'S REPRESENTATIVE TO CONFIRM ALL WORK WITHIN LIMIT-OF-WORK AND ADJACENT AREAS TO THE
PROJECT SITE HAVE BEEN MAINTAINED AND/OR RESTORED TO PRE-CONSTRUCTION CONDITION AND SHALL BE ACCEPTED BY THE OWNER'S REPRESENTATIVE.
MODULAR WETLAND
UNIT
MODULAR WETLAND
UNIT
KEY MAP NOT TO SCALE
IP-1 IP-3 IP-4
IP-14
IP-11
IP-8
IP-7
IP-6
IP-5
IP-13
IP-12
IP-2
IP-10IP-9
REFER TO SHEET IP-3 FOR CONTROLLER
"A", "B", & "C" LOCATIONS IN PUBLIC
RESTROOM BUILDING.
IC-4
PORT WATER METERS
PORT OF SAN DIEGO'S MARINA VIEW PARK IRRIGATION WATER METER AND BACKFLOW PREVENTER MAINTAINING SERVICE TO EXISTING CONTROLLERS "A" & "B" SERVING LANDSCAPE ON WEST AND EAST SIDES OF PARK'S PUBLIC RESTROOM. REFER TO CIVIL DRAWINGS FOR MORE INFORMATION. PROTECT IN PLACE.
IC-4
IRRIGATION CONSTRUCTION NOTES
03/24/2026 C10 213 of 234
LEGEND
PLASTIC RECT. VALVE BOX WITH BOLT
DOWN COVER, USE STAINLESS STEEL
BOLT, NUT AND WASHER, BOX TO BE
PLACED AT RIGHT ANGLE TO HARDSCAPE
EDGE. HEAT BRAND "FS" ONTO LID
FINISH GRADE IN TURF AREAS
FLOW METER (BRASS). SEE LEGEND FOR
SPECIFICATION
FINISH GRADE IN SHRUB AREAS
PVC MAINLINE TO SYSTEM, PIPE PER
SPECIFICATION
PVC SCH 80 FITTINGS
FILTER FABRIC (MIRAFI #140N). WRAP 1
LAYER AROUND BOX COVERING HOLES
WITH 14" GALV. WIRE MESH, OR DURA DRY
BOX WITH SNAP-ON BOTTOM FEATURE
SHIELDED CABLE
BRASS MAINLINE FROM MASTER VALVE
3 8" ROCK, 2 CUBIC FEET, TYP.
(4) BRICK SUPPORTS
1" MIN. ELECTRICAL CONDUIT TO
CONTROLLER
1 2
3 4
5 6
7 8
9 10
11 12
12 NOTES:
1. NO FITTINGS 10x PIPE O.D. UPSTREAM OF SENSOR, NO FITTINGS 6x PIPE O.D. DOWNSTREAM OF FLOW METER.
2. INSTALL FLOW METER PER MANUFACTURER'S RECOMMENDATIONS, ROUTE WIRES THROUGH CONDUIT TO IRRIGATION CONTROLLER.
3. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE
DOWNSTREAM SIDE OF THE FLOW METER.
4. ALL SYMBOLS ARE TYPICAL.
LEGEND
PLASTIC RECT. VALVE BOX WITH BOLT
DOWN COVER, USE STAINLESS STEEL
BOLT, NUT AND WASHER, BOX TO BE
PLACED AT RIGHT ANGLE TO HARDSCAPE
EDGE. HEAT BRAND "BV" ONTO LID
FINISH GRADE IN TURF AREAS
PVC BALL VALVE. SEE LEGEND FOR
SPECIFICATION
FINISH GRADE IN SHRUB AREAS
MAINLINE, DEPTH AS PER SPECIFICATIONS
USE DUAL UNION CONNECTIONS AS PART
OF BALL VALVE, AS SPECIFIED IN LEGEND.
(4) BRICK SUPPORTS
FILTER FABRIC (MIRAFI #140N). WRAP 1
LAYER AROUND BOX COVERING HOLES
WITH 1 4" GALV. WIRE MESH, OR DURA DRY
BOX WITH SNAP-ON BOTTOM FEATURE
3 8" ROCK, 2 CUBIC FEET, TYP.
1 2
3 4
5 6
7 8
9 NOTES:
1. BOX TO BE INSTALLED TO ALLOW FOR PROPER OPERATION OF BALL VALVE HANDLE. INSTALL AT RIGHT ANGLE TO HARDSCAPE
EDGE.
2. USE 45 DEGREE FITTINGS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAINLINE DEPTH.
3. ALL THREADED CONNECTIONS SHALL HAVE TEFLON TAPE OR
PASTE.
4. BALL VALVE SHALL BE HAYWARD TB SERIES WITH INTEGRAL
UNIONS (AVAILABLE IN 12" TO 6" SIZE RANGE).
BACKFLOW PREVENTER
NOT TO SCALESECTIONB
FLOW FLOW
13 2"
5 2
4 #1 SHUT-OFF VALVE
6"
4 3
2 1
#2 SHUT-OFF VALVE
12 "
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9 7 82121514
10 6
LEGEND
BACKFLOW PREVENTER ASSEMBLY
COPPER ELL
ENCLOSURE. REFER TO LEGEND
BRASS UNION
COPPER NIPPLE (3" LONG, TYP.)
COPPER RISER (LENGTH AS REQUIRED)
COPPER ADAPTER
PRESSURE SUPPLY. STAINLESS STEEL PIPE
8" LONG COPPER NIPPLE
BLACK ADHESIVE BACKED PVC TAPE
1CU FT MIN. CONCRETE THRUST BLOCK
FOR 2" ASSEMBLIES ONLY. (NOT REQUIRED
ON ASSEMBLIES SMALLER THAN 2")
COMPACTED SUBGRADE
SEE TRENCH DETAILS FOR DEPTH
COPPER PIPE FROM WATER SOURCE
CONCRETE FOOTING (4" THICK)
Y-STRAINER WITH 150 MESH STRAINER
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
2 11
NOTES:
1. INSTALL BACKFLOW PREVENTION ASSEMBLY PER LOCAL WATER AGENCY REQUIREMENTS.
2. INSTALL ENCLOSURE TO SWING FREE AND CLEAR OF BACKFLOW PREVENTION ASSEMBLY PER EQUIPMENT LEGEND.
3. USE TEFLON TAPE ON ALL THREADED CONNECTIONS.
4. PROVIDE A MINIMUM 2 WRAPS OF BLACK ADHESIVE BACKED PVC TAPE, WITH 1 4" OVERLAP, TO ALL METAL PIPE AND FITTINGS EXPOSED TO CONCRETE.
AUTOMATIC IRRIGATION
CONTROLLER (WALL MOUNT, INTERIOR)
NOT TO SCALESECTIONA
LEGEND
CONDUIT FOR RAIN SENSOR. MAKE WALL
PENETRATION TO BUILDING EXTERIOR AT
TOP OF WALL AT APPROVED LOCATION. USE
GALV. STEEL STRAPS AT 4 FEET APART, MAX.
TO SECURE CONDUIT TO WALL
CONTROLLER (PRE-MOUNTED BY
ASSEMBLER)
POWER SOURCE JUNCTION BOX WITH
SWITCH AND OUTLET (PRE-MOUNTED BY
ASSEMBLER)
ELL-BOX AND CONDUIT FROM POWER
SOURCE
TERMINAL STRIP (PRE-MOUNTED BY
ASSEMBLER)
CONDUIT* FOR CONTROL WIRES
BUILDING FLOOR
BUILDING WALL
PRE-ASSEMBLED BACKBOARD. ANCHORED
TO WALL PER MANUFACTURER'S
SPECIFICATIONS
CONDUIT STRAPS, 1 EVERY 18"
WATERPROOF SEALANT
ELL-BOX FOR CONTROL WIRE CONDUIT (1)
REQUIRED INSIDE AND (1) REQUIRED
OUTSIDE
EXTERIOR SURFACE
CONDUIT SWEEP. (1) REQUIRED FROM DEPTH
OF CONDUIT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
12 "
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6 "
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1 2 8
9 3
4 5
6 10
11 12
13 14
7 MASTER VALVE
NOT TO SCALESECTIONC
NOTES:
1. ALL THREADED CONNECTIONS TO HAVE TEFLON TAPE OR PASTE.
2. ALL SYMBOLS ARE TYPICAL.
FLOW
1 2
4"
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3 7
3"
4 5
76 FLOW METER
NOT TO SCALESECTIOND
4"
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2"
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FLOW
3"
1 2 3
4 5
6 7
ISOLATION BALL VALVE
NOT TO SCALESECTIONE
NOTE:
*SEPARATE CONDUITS FOR THE FOLLOWING:
·MASTER CONTROL VALVE TO FLOW
SENSOR
·IRRIGATION CONTROL WIRES
·GROUND ROD CABLE
·ELECTRICAL SERVICE
·RAIN SENSOR
QUICK COUPLING VALVE
NOT TO SCALESECTIONF
LEGEND
LOCKING VALVE BOX WITH BOLT DOWN
COVER, USE STAINLESS STEEL BOLT, NUT
AND WASHER. HEAT BRAND "QCV" ONTO LID
FINISH GRADE IN TURF AREAS
QUICK COUPLING VALVE WITH LOCKING
COVER AND ACME THREAD
FINISH GRADE IN SHRUB AREAS
BRASS RISER
(4) BRICK SUPPORTS
BRASS TxT COUPLER
PVC SCH 80 MALE ADAPTER
PVC MAINLINE TO ISOLATION VALVE
3 8" PEA GRAVEL, 1 CUBIC FOOT
FILTER FABRIC (MIRAFI #140N). WRAP 1
LAYER AROUND BOX COVERING HOLES
WITH 14" GALV. WIRE MESH, OR DURA DRY
BOX WITH SNAP-ON BOTTOM FEATURE
1 CUBIC FOOT OF CONCRETE
BRASS ELBOW
1 2
3 4
5 6
7 8
9 10
11 12
13 4"
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3"
1 2 3
4 6
7 8
9 5
5 NOTES:
1. USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. Q.C.V.
2. SUBMAIN FROM MAINLINE SHALL BE ISOLATED BY BALL VALVE.
3. ALL BRASS TO BE YELLOW BRASS QUICK COUPLER VALVES.
4. MINIMUM LINE SIZE SUPPLYING QUICK COUPLER SHALL BE 1-1/2".
5. QUICK COUPLER VALVE KEY MUST SWIVEL FREELY WHEN INSERTED INTO LUG TRACK.
12 13
11 10
7 89
9 8
11 10
LEGEND
PLASTIC RECT. VALVE BOX WITH BOLT
DOWN COVER, USE STAINLESS STEEL
BOLT, NUT AND WASHER, BOX TO BE
PLACED AT RIGHT ANGLE TO HARDSCAPE
EDGE. HEAT BRAND "MV" ONTO LID
FINISH GRADE IN TURF AREAS
MASTER CONTROL VALVE. SEE LEGEND
FOR SPECIFICATION
FINISH GRADE IN SHRUB AREAS
BRASS NIPPLE, TYP.
BRASS UNION
BRASS MAINLINE TO MASTER VALVE PER
SPECIFICATIONS
(4) BRICK SUPPORTS
FILTER FABRIC (MIRAFI #140N). WRAP 1
LAYER AROUND BOX COVERING HOLES
WITH 14" GALV. WIRE MESH, OR DURA DRY
BOX WITH SNAP-ON BOTTOM FEATURE
3 8" ROCK, 2 CUBIC FEET, TYP.
36" WIRE / CABLE LOOP
CHRISTY TAG (ENGLISH / SPANISH)
BRASS MAINLINE TO FLOW SENSOR PER
SPECIFICATIONS
BRASS FEMALE ADAPTER
1" DIA. MIN. ELECTRICAL CONDUIT TO FLOW
SENSOR
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 4"
M
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2"
M
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3"
11 12
13 4
5 6
7 915
1 2 3
8 14
10 166
ID-13916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHI TECT
ST A T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
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LIMIT OF WORK
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LP-1
NOTES:
1. REFER TO SHEETS LP-1 THROUGH LP-14 FOR LANDSCAPE
PLANTING PLANS.
2. REFER TO SHEET LP-14 FOR LANDSCAPE PLANTING NOTES.
3. REFER TO SHEET LP-15 FOR LANDSCAPE PLANTING LEGEND.
4. REFER TO SHEET LD-1 FOR LANDSCAPE PLANTING DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
NOTE:
PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING LANDSCAPE / PLANT MATERIAL
WITHIN LIMIT OF WORK AND ADJACENT PROPERTY(S) TO
DETERMINE THE LANDSCAPE / PLANT MATERIAL TO BE
REPLACED TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL
CONDITION UPON COMPLETION OF WORK.
LANDSCAPE CONTRACTOR SHALL INSTALL ALL ADDITIONAL PLANT
MATERIALS AS REQUIRED TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
MET EXC
24 BOX
33 3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
CAL LIT
5 GAL
248
CAR PRA
1 gal
2,656
130
1 GAL
CAR DIV 120
5 GAL
RHA IND
238
5 GAL
STR REG
115
1 GAL
CIS PUR
106
5 GAL
MUH RIG
PL-01
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
ROOT BARRIER C / LD-1PL-01
36 1 GAL
JUN PAT
KEY NOTES
MODULAR WETLAND UNIT, SEE CIVIL DRAWINGS
UTILITY, SEE ELECTRICAL / CIVIL DRAWINGS
LIGHTING, SEE LIGHTING DRAWINGS
EROSION CONTROL AND HYDROSSED PER CIVIL DRAWINGS
1 2
3 4
1 2
3 2
KEY MAP NOT TO SCALE
LP-1 LP-3 LP-4
LP-14
LP-11
LP-8
LP-7
LP-6
LP-5
LP-13
LP-12
LP-2
LP-10LP-9
4 03/24/2026 C10 215 of 234
LIMIT OF WORK
LI
M
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O
F
W
O
R
K
J S T R E E T
M
A
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I
N
A
P
A
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K
W
A
Y
LIMIT OF WORK
LIMIT
O
F
W
O
R
K
LI
M
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T
O
F
W
O
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K
R.O.W.
R.O.W.
R.O
.
W
.
R.
O
.
W
.
T R
R
T R
T R
Q-L
B
T
-
9 6
P
T
-
A
D
A
Q-L
B
T
-
9 6
P
T
T
KEY MAP NOT TO SCALE
M
A
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C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
L
P
-
X1
M
A
T
C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
L
P
-
X3
LP-2
NOTES:
1. REFER TO SHEETS LP-1 THROUGH LP-14 FOR LANDSCAPE
PLANTING PLANS.
2. REFER TO SHEET LP-14 FOR LANDSCAPE PLANTING NOTES.
3. REFER TO SHEET LP-15 FOR LANDSCAPE PLANTING LEGEND.
4. REFER TO SHEET LD-1 FOR LANDSCAPE PLANTING DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
ROOT BARRIER C / LD-1PL-01
MATCHLINE: SEE SHEET LP-X5
86 5 GAL
SAL IUR
29 24" BOX
ARB HYB
130
5 GAL
WES GRB
16 24" BOX
MET EXC
47 1 GAL
CAR PR2
32 1 GAL
ACH ISL
14 5 GAL
LEY CAN
10 5 GAL
MIM CAR 1,324
1 GAL
JUN PAT
3,235
1 GAL
CAR PRA
PL-01
196
5 GAL
MUH RIG
116
5 GAL
RHA IND
144
5 GAL
STR REG
237
1 GAL
CAR DIV
KEY NOTES
LIGHTING, SEE LIGHTING DRAWINGS
UTILITY, SEE ELECTRICAL / CIVIL DRAWINGS
1 2
2 PL-01
1 2
2 LP-1 LP-3 LP-4
LP-14
LP-11
LP-8
LP-7
LP-6
LP-5
LP-13
LP-12
LP-2
LP-10LP-9
CAR GRE
5 GAL
16 LOM IRA
1 GAL
14 03/24/2026 C10 216 of 234
LIMIT OF WORK
LIMIT OF WORK
J S T R E E T
S
T
R
E
E
T
A
LIMIT OF WORK
LI
M
I
T
O
F
W
O
R
K
LI
M
I
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O
F
W
O
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K
R.O.W.
R.O.W.
R.O.W.
T
R
T R
M
A
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C
H
L
I
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E
:
S
E
E
S
H
E
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T
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X2
M
A
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C
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:
S
E
E
S
H
E
E
T
L
P
-
X4
LP-3
MATCHLINE: SEE SHEET LP-X5
NOTES:
1. REFER TO SHEETS LP-1 THROUGH LP-14 FOR LANDSCAPE
PLANTING PLANS.
2. REFER TO SHEET LP-14 FOR LANDSCAPE PLANTING NOTES.
3. REFER TO SHEET LP-15 FOR LANDSCAPE PLANTING LEGEND.
4. REFER TO SHEET LD-1 FOR LANDSCAPE PLANTING DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
ROOT BARRIER C / LD-1PL-01
20 24" BOX
ARB HYB
KEY NOTES
MODULAR WETLAND UNIT, SEE CIVIL DRAWINGS
UTILITY, SEE ELECTRICAL / CIVIL DRAWINGS
LIGHTING, SEE LIGHTING DRAWINGS
1 2
3 1
2 2
2 3
1,102
1 gal
CAR PRA
517
1 GAL
JUN PAT
160
5 GAL
WES GRB
97 5 GAL
SAL IUR
CAR DIV
1 GAL
127
3 24" BOX
JAC MIM
1 24" BOX
ULM TRU
29 5 GAL
LOM SYG
12 5 GAL
ALO ADO
PL-01
KEY MAP NOT TO SCALE
LP-1 LP-3 LP-4
LP-14
LP-11
LP-8
LP-7
LP-6
LP-5
LP-13
LP-12
LP-2
LP-10LP-9
NOTE:
PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING LANDSCAPE / PLANT MATERIAL
WITHIN LIMIT OF WORK AND ADJACENT PROPERTY(S) TO
DETERMINE THE LANDSCAPE / PLANT MATERIAL TO BE
REPLACED TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL
CONDITION UPON COMPLETION OF WORK.
LANDSCAPE CONTRACTOR SHALL INSTALL ALL ADDITIONAL PLANT
MATERIALS AS REQUIRED TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
LOM IRA
1 GAL
16 03/24/2026 C10 217 of 234
s
LI
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O
F
W
O
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K
LIMIT OF WORK
J S T R E E T
LIMIT OF WORK
M
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C
H
L
I
N
E
:
S
E
E
S
H
E
E
T
L
P
-
X3
LP-4
NOTES:
1. REFER TO SHEETS LP-1 THROUGH LP-14 FOR LANDSCAPE
PLANTING PLANS.
2. REFER TO SHEET LP-14 FOR LANDSCAPE PLANTING NOTES.
3. REFER TO SHEET LP-15 FOR LANDSCAPE PLANTING LEGEND.
4. REFER TO SHEET LD-1 FOR LANDSCAPE PLANTING DETAILS.
5. REFER TO SHEETS LS-1 THROUGH LS-11 FOR LANDSCAPE
SPECIFICATIONS.
3916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
NORTH
0 FEET40
1" = 20'
20 60
LANDSCAPE CONSTRUCTION LEGEND
KEY SYMBOL DESCRIPTION DETAIL
ROOT BARRIER C / LD-1PL-01
KEY NOTES
MODULAR WETLAND UNIT, SEE CIVIL DRAWINGS
UTILITY, SEE ELECTRICAL / CIVIL DRAWINGS
LIGHTING, SEE LIGHTING DRAWINGS
1 2
3 1
PL-01
2 3
24 24" BOX
ARB HYB
180
5 GAL
WES GRB
114
5 GAL
SAL IUR
772
1 GAL
JUN PAT
1,397
1 gal
CAR PRA
PL-01
KEY MAP NOT TO SCALE
LP-1 LP-3 LP-4
LP-14
LP-11
LP-8
LP-7
LP-6
LP-5
LP-13
LP-12
LP-2
LP-10LP-9
NOTE:
PRIOR TO CONSTRUCTION, LANDSCAPE CONTRACTOR SHALL
FIELD VERIFY ALL EXISTING LANDSCAPE / PLANT MATERIAL
WITHIN LIMIT OF WORK AND ADJACENT PROPERTY(S) TO
DETERMINE THE LANDSCAPE / PLANT MATERIAL TO BE
REPLACED TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL
CONDITION UPON COMPLETION OF WORK.
LANDSCAPE CONTRACTOR SHALL INSTALL ALL ADDITIONAL PLANT
MATERIALS AS REQUIRED TO RESTORE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
03/24/2026 C10 218 of 234
C ROOT BARRIER
SECTION / PLAN
1 2
3 4
1. ROOT BARRIERS SHALL BE INSTALLED
WHEN TREES ARE WITHIN 10' OF
HARDSCAPE UNLESS OTHERWISE NOTED.
REFER TO SPECIFICATIONS FOR
MANUFACTURER'S INFORMATION.
2. WHERE POSSIBLE INSTALL 10' (TYP.) ON
EACH SIDE OF TREE CANOPY AND ADD
THE DIAMETER MEASUREMENT OF THE
TREE CANOPY FOR A TOTAL LENGTH OF
ROOT BARRIER. INSTALL THE SAME
LENGTH OF ROOT BARRIER TO THE OTHER
SIDE OF THE PLANTING AREA WHERE
REQUIRED. INSTALL BOTH SIDES AT 24"
DEEP. FOLLOW MANUFACTURER'S
INSTRUCTIONS.
3. INSTALL PARALLEL TO WALKS & CURBS
WHERE REQUIRED
4. DO NOT ENCIRCLE TREE. IF THE ROOT
BARRIER HAS TO ENCIRCLE THE TREE,
CONTACT THE LANDSCAPE ARCHITECT
FOR APPROVAL
5. FOLLOW MANUFACTURER'S
INSTRUCTIONS.
10 '
VARIES
10 'NOTES:
LEGEND
1 ADJACENT HARDSCAPE/BLDG
FOUNDATION EDGE (CONCRETE).
FINISH GRADE OF PLANTING AREA
TO BE 1" OR 2" BELOW (WHERE
APPLICABLE)
2 ROOT BARRIER PER SPECIFICATIONS
(SEE NOTES WHERE APPLICABLE)
4 ADJACENT SHRUB PLANTING
3 TREE PLANTING PER PLAN
SCALE: N.T.S.
EQ EQ
2 1
3 SECTION
PLAN VIEW
20 '
2 1
B TREE DRAIN
SECTION / PLAN
12" MIN. DIA.
2 4
5 3
1 5'-
0 "
M
I
N
.
6"
1. EXTEND PERFORATED PIPE BELOW
BOTTOM OF ROOTBALL.
2. SLANT BOTTOM OF PLANTER PIT
TOWARD PIPE TO ALLOW
ACCUMULATED WATER TO COLLECT
AT BASE OF PERFORATED PIPE.
3. CONTRACTOR SHALL MONITOR OR
SIPHON OFF AS REQUIRED TO
PREVENT ROOT ROT DURING
MAINTENANCE AND ESTABLISHMENT
PERIOD.
4. PRIOR TO BORING OR DIGGING FOR
OBSERVATION TUBE, THE
CONTRACTOR SHALL CONFIRM
WATER TABLE DOES NOT
INTERFERE WITH THE NOTED
OBSERVATION TUBE DEPTH. THE
TREE PIT AND OBSERVATION TUBE
DEPTH SHALL BE MEASURED IN
FIELD ONCE FINAL GRADE IS SET
PER SEA LEVEL DATUM PROVIDED
BY CIVIL. CONTRACTOR SHALL
NOTIFY OWNER REPRESENTATIVE
AND LANDSCAPE ARCHITECT
IMMEDIATELY IF ANY ISSUES OR
CONFLICTS WITH THE LATEST
NOTED WATER TABLE LEVEL ARE
FOUND TO EXIST WITH TREE PIT AND
OBSERVATION TUBE.
3"
M
I
N
.
SECTION
NOTES:
LEGEND
1 PLASTIC ATRIUM DRAIN GRATE
(FLAT GRATE IN LAWN)
2 3" PERFORATED PIPE WITH FILTER
FABRIC (LENGTH AS REQUIRED)
4 BACKFILL MIX
3 UNDISTURBED ROOTBALL
5 GRAVEL FILL (NOT IN PIPE)
8" MIN.
3 5
2 1
4 H.P.
+
PLAN VIEW
A WITH DOUBLE STAKING
SECTION
TREE PLANTING
1. ALL TREES, 24" BOX SIZE AND SMALLER SHALL BE STAKED WITH TWO WOOD STAKES
DRIVEN INTO THE GROUND PERPENDICULAR TO THE DIRECTION OF THE PREVAILING WINDS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2. REMOVE FROM BOX WITH AS LITTLE DISTURBANCE TO THE ROOTBALL AS POSSIBLE.
NOTES:
6 LEGEND
1 WOOD STAKE (SEE SPECS.)
2 TREE TIE (MIN. 4 REQUIRED, NAIL
TO STAKE)
4 ROOTBALL
3 TREE TRUNK
5 3" DEPTH MULCH REFER TO
MATERIALS AND FINISH SCHEDULE,
SHEET CP-1
6 TREE OBSERVATION TUBE
SEE DETAIL THIS SHEET
7 FINISH GRADE
8 PLANT TABLETS (3" BELOW
GRADE)
9 PLANTING PIT WITH ROUGHENED
SIDES
11 CUT ALL STAKES 6" BELOW TREE
CANOPY
10 BACKFILL MIX (PUDDLE SETTLE)
12 TREE COLLAR (PLANT PER
SPECIFICATIONS)
13 6" WATERING BASIN (EXCEPT IN
LAWN)
5 7
DE
P
T
H
O
F
RO
O
T
B
A
L
L
1'
M
I
N
.
9 10
8 2'
13 12
11 4
3 2
1 2x ROOTBALL
DIAMETER MIN.
SCALE: N.T.S.
D SHRUB PLANTING
SECTION
DE
P
T
H
O
F
R
O
O
T
B
A
L
L
2X ROOTBALL DIAMETER MIN.12
11 10
9 8
5 7
6 4
3 2
1 4"
LEGEND
1 CURB OR PAVING (WHERE
APPLICABLE)
2 EXISTING FINISH GRADE AT SLOPE
(WHERE APPLICABLE)
4 SHRUB
3 NEW FINISH GRADE AT SLOPE
(WHERE APPLICABLE)
5 SHRUB CROWN (1" ABOVE FINISH
GRADE)
6 3" DEPTH BARK MULCH, REFER TO
MATERIALS AND FINISH SCHEDULE,
SHEET CP-1
7 4" HIGH WATERING BERM ALL
AROUND
8 ROOTBALL
10 PLANT PIT W/ ROUGHENED SIDES
9 PLANT TABLETS (3" BELOW GRADE)
11 BACKFIL MIX (PUDDLE& SETTLE)
12 EXISTING SUBGRADE
E GROUNDCOVER PLANTING
SECTION / PLAN
9 8
7 6
5 4
2 3
1 2
PLAN VIEW
SECTION
LEGEND
1 1/2 OF SPACING DISTANCE AT ALL
EDGES
2 SEE PLANTING PLAN AND LEGEND
FOR SPACING
4 SET FINISH GRADE 2" BELOW TOP OF
PAVING
3 EDGE OF PAVING
5 PLANT TABLET (1" MIN. AWAY FROM
ROOTS)
6 FINISH GRADE
7 EDGE OF PAVING
8 PREPARED SOIL
9 SUBGRADE PER CIVIL PLANS
SCALE: N.T.S.
SCALE: N.T.S.SCALE: N.T.S.
LD-13916 Normal Street
San Diego, CA 92103
619.294.4477
www.ktua.com
10/09/2025
L
ICENSED L A N D S C A P E A RCHITECT
STA T E O F C A L I F O R N I A
CHRISTOPHER L . LANGDON 4915
Renewal Date
Date
Signature
02/28/2027NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
LEGEND
HARDSCAPE EDGE WHERE OCCURS
INCLUDING PAVING AND CURBS
BARK MULCHED PLANTING AREA,
TYP.
FINISHED GRADE
1 2
3 F MULCH / FINISH GRADE DETAIL
SECTION SCALE: N.T.S.
12"
NOTE
A. REFER ALSO TO PLANTING NOTES AND
SPECIFICATIONS FOR MULCH TYPE AND
ADDITIONAL INFORMATION.
2"4"
123
03/24/2026 C10 219 of 234
MICHAEL BAKER INTERNATIONAL5050 Avenida Encinas ⋅ Suite 260Carlsbad, California 92008 03/24/2026 C10 220 of 234
B-1
East Vista Way Raised Medians
CIP 8391
SCOPE OF WORK
AMENDED
The Project Scope of Work includes the following Design Phase tasks.
Task D1 – Project Initiation, Management and Coordination
A. Hold a project kick-off meeting with City staff and subconsultants to discuss the approach to the project, scope of work, schedule and address any questions or requests for information from the consultant or subconsultants.
B. Coordinate the day-to-day activities on the project and manage all subconsultants and coordinate their activities
C. Hold three (3) additional formal meetings with City staff as required (excluding the project kick- off meeting) to develop the design of the project, resolve design issues, discuss staff comments on PS&E submittals, discuss progress and address any other issues. It is important that the design of the project is developed in coordination with the City to ensure that the City’s goals and objectives are met.
D. Produce and distribute meeting agendas and minutes.
E. Maintain open and regular communications with City staff and subconsultants.
F. Draft and prepare required monthly HSIP grant invoices and submit to Caltrans. Make corrections to invoices based on Caltrans’ review.
Deliverables:
Meeting agendas; meeting minutes; progress reports, and project documentation. Consultant shall expect two rounds of reviews for each submittal to the City and Caltrans.
Task D2 – Data Collection and Field Review
A. Obtain aerial photo image of the project site from the City for use in developing a preliminary layout of the proposed improvements.
B. Collect existing as-built plans for street improvements, sewer, water and storm drain systems for the project site.
C. Obtain utility maps from utility companies.
D. Conduct a field review to become familiar with the physical layout and features of the project site. Note any features that may need special attention or may present a challenge in the design development or final design of the project.
Deliverables:
Documentation of all data collected in the tasks above. Summary of project opportunities and constraints. Consultant shall expect two rounds of reviews for each submittal to the City
Task D3 –Design Surveying and Base Map Development
A. Obtain and review existing maps, Records of Survey (ROS), Corner Records (CR), etc. for existing right-of-way / property lines, easements, etc.
03/24/2026 C10 221 of 234
B-2
B. Establish vertical and horizontal control for the project based on City of Vista benchmarks and first order control map, ROS 14023.
C. Locate and identify existing boundary and other survey monumentation to establish the roadway centerline, and to perpetuate monumentation within the limits of work. Show all existing monuments within the project limits on the topographic base map so all monuments can be labeled on the improvements plans to be protected or replaced.
D. Establish the centerline of the project streets and depict on the base map. Tie the public centerline and topography to NAD ’83 Coordinate system.
E. Use aerial survey to locate and identify Vista Irrigation District (VID) water and franchise utility facilities (ex. Valve cans, meter boxes, manholes, etc.). Provide top of pad or top of vault elevation and size for all pull-boxes, vaults and enclosures.
F. Locate and identify traffic signal poles and street lights, G. Locate and identify all sewer and storm drain facilities in the median vicinity. Provide finish surface, top of rim or grate elevation for facilities in the median.
H. Locate and identify other significant surface features required for the project I. Prepare a digital AutoCAD topographic base map of all the elements and elevations obtained in the topographic survey, at 40 scale with 1-foot contours.
Deliverables:
A digital AutoCAD base map containing all topographic and boundary features listed above at 40 scale with 1-foot contours; and an aerial topographic survey base file and orthophoto of the project limits.
Task D4 – Water Quality Technical Report
A. Prepare Municipal Stormwater Permit documentation in accordance with the latest San Diego Regional Water Quality Control Board Order (No. R9- 2015-0100). Determine applicable design requirements based on project category using City-provided checklist and the City of Vista BMP Design Manual. Prepare checklist for determination of applicable project category. Submit report to the City for review and make changes as requested by the City.
B. The project is anticipated to meet the Green Street PDP exemption and a Stormwater Quality Management Plan (SWQMP) shall be prepared and filed using the template provided by the City.
Deliverables:
Checklist for Project Determination and PDP SWQMP. Consultant shall expect two rounds of reviews for each submittal to the City.
Task D5 – Traffic Analysis
A. Work with the City to prepare a Scoping Memo to verify the analysis approach and methodology.
B. Collect traffic count volumes at up to fourteen study intersections and driveways on a mid-week weekday during AM and PM peak periods. Include vehicle classifications, and bike and ped counts.
C. Obtain current peak hour turning movement counts (7:00am -9:00 am and 4:00pm -6:00 pm) for the traffic analysis.
D. Collect 24-hour classified traffic counts for 8 roadway segments. Include peak hour and ADT volumes.
03/24/2026 C10 222 of 234
B-3
E. Perform necessary traffic analysis using the latest Synchro traffic software to determine the appropriate length of left turn pockets (for left turn and U-turn movements) for the signalized intersections within the project limits.
F. Evaluate and model U-turn movement using applicable turning template at a signalized location to confirm there is necessary clearance to make U-turns. This evaluation will be applied to the design of each intersection.
G. Summarize analysis into a Traffic Analysis Report
Deliverables:
Traffic Scoping Letter, Truck Turn Template Exhibits, Draft and Final Traffic Analysis Report.
Consultant shall expect two rounds of reviews for each submittal to the City.
Task D6 – Drainage Report
A. Hydrology and Hydraulics Study on East Vista Way. Existing and proposed storm water flows will be calculated using the rational method at appropriate locations.
B. Drainage patterns will be analyzed with the proposed plan and profile to ensure proper drainage.
C. Hydraulic calculations will be performed to design pipes and inlets, as required.
D. Project design shall include any required new drainage inlets or culverts that connect to the City’s existing stormdrain system.
Deliverables:
Hydrology and Hydraulics Report, Drainage Design plans, bid items and specifications as required
Task D7 – Preliminary and Final Design
Project must be designed in accordance with Caltrans Local Assistance Procedures Manual Chapter 11: Design Guidance. Any bikeway components must be designed in accordance with the Caltrans Highway Design Manual and the CA MUTCD.
A. Coordinate with any other ongoing and planned projects to ensure compatibility of the proposed improvements with those other projects.
B. Using the AutoCAD topographic base map, develop a preliminary horizontal layout of the improvements including showing lane configurations for review and acceptance by the City.
Make adjustments as requested by the City.
C. Identify and label existing features, including survey monuments, utilities, and spot elevations.
D. Based on topographic survey, develop, design and draft the horizontal and vertical geometrics and alignments of the project improvements in plan and profile layouts.
E. Analyze the drainage patterns after the plan and profile layouts are developed to ensure that the street will drain properly. Adjust the design to include drainage features to ensure proper drainage is maintained.
F. Call out all of the proposed improvements using detailed and distinct construction notes and refer to standard drawings or details shown elsewhere on the plans as appropriate G. Design typical cross sections to reflect the existing conditions and the proposed improvements H. Provide details of improvements such as curb tapers, stamped concrete median surface, signs, landscaping details and tree wells, and striping to clearly show the required construction, to enable a contractor to construct the improvements with minimal, if any, requests for information and change orders.
03/24/2026 C10 223 of 234
B-4
I. Draft Title Sheet and detail sheets containing general notes, special notes, special provisions, typical sections, construction details, etc., similar to other City of Vista projects, using City standard templates adjusted for this project.
J. Prepare striping and signing plans.
K. Prepare irrigation and landscape plans.
L. Design a schematic erosion control plan with specific erosion control measures called out at specific locations where excavation is proposed, similar to other City of Vista projects, using City standard templates adjusted for this project.
M. Submit the plans to the City for review at 60%, 90% and 100% design levels. Depending on the level of completeness of the submitted plans, allow for a minimum of two iterations of comments per submittal by the City and corrections or revisions to the plans.
Deliverables:
Preliminary horizontal layout, design plans of the project improvements at the 60%, 90%, and 100% design levels, and bid-ready construction plans signed and sealed by the Engineer of Work.
Consultant shall expect two rounds of reviews for each submittal to the City
Task D8 –Utility Coordination
A. Obtain utility as-built drawings within the project limits.
B. Submit preliminary horizontal layout on topographic base map to utility companies and request confirmation that utility facilities are depicted accurately.
C. Submit the preliminary design plans to all utility companies and request a conflict check.
D. Coordinate with utility companies who have utilities in conflict with the proposed improvements.
Adjust locations of facilities to avoid or minimize conflicts if possible. Request relocation of utility facilities where conflicts cannot be avoided. Obtain schedule of relocation design and construction from utility companies.
E. Note facilities that must be to grade
F. Identify utility facilities that conflict with the proposed improvements and require potholing.
G. Submit final construction plans signed by the Engineer of Work and City Engineer and confirm that utility companies are designing their relocations.
H. Ensure that the utility companies who have utilities in conflict with the proposed improvements schedule the construction of the relocation of their utilities through their internal procedures.
I. Obtain signatures from VID on the plans if any water facilities are affected by the proposed improvements.
Deliverables:
Copies of correspondence with utility companies, Utility Outreach/Reposonse Tracking Matrix, Utility base CAD file
Task D9 –Construction Cost Estimates
A. Using the 60% design plans, develop a preliminary engineer’s estimate of the costs to construct the proposed improvements. The estimate is to include a list of all items of work, including any items not detailed on the 60% plans. Cost information shall include item quantities, unit cost per item and total cost for each item as well as contingencies and total construction cost. Submit the engineer’s estimate to the City for review and make adjustments to the design to keep the project costs within budget.
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B-5
B. Update the engineer’s estimates at the 90% and 100% design levels to include all items of work and appropriate quantities and contingencies. Submit the engineer’s estimate to the City for review and make adjustments to the design to keep the project costs within budget.
C. Prepare a Final Engineer’s Estimate of Construction Cost, using only the limited number of items of work that will be included in the Bid Schedule and showing no contingencies. Include this cost in the final Specifications as the Engineer’s Estimate that is reported to the bidders.
Deliverables:
Detailed Engineer’s construction cost estimates at the 60%, 90%, and 100% design stages, and a Final Engineer’s Estimate of Construction Cost. Consultant shall expect two rounds of reviews for each submittal to the City
Task D10 – Project Specifications
A. Using the City’s specifications template, develop preliminary project specifications to be submitted with the 90% design plans. Review the entire template and revise as necessary to fit the project. Submit the 90% project specifications to the City for review.
B. Update the project specifications at the 100% design level to include all items of work. Submit the project specifications to the City for review and allow for a minimum of two iterations of comments by the City and updates by the consultant
C. Communicate with the City throughout the development of the project specifications to obtain information to ensure the correct specification provisions are used for the project.
D. Prepare the Final Project Specifications and Contract Documents, incorporating the Bid Schedule and the Engineer’s Estimate to be reported to the bidders. Include all necessary appendices in the final project specifications. Submit the final project specifications to the City for review and make adjustments to the document as requested by the City.
Deliverables:
Project specifications at the 90% and 100% design levels, and bid-ready specifications and contract documents signed and sealed by the Engineer of Work. Consultant shall expect two rounds of reviews for each submittal to the City
Task D10 –Caltrans Coordination
A. Coordination efforts with Caltrans for potential project scope modification(s) in accordance with HSIP requirements. Consultant should include efforts to review, update, and submit revised project related information to Caltrans (Ex. Request form and BCR calculation updating existing HSIP analyzer data).
B. Prepare the Preliminary Environmental Study form in coordination with Caltrans; along with the CEQA Categorical Exemption Memo and narrative supporting a Class 1 exemption; and a draft NEPA Categorical Exclusion, technical study package and formal request for Caltrans approval.
C. Complete the following Environmental Technical Studies in accordance with Caltrans requirements:
a. Hazardous Materials/Phase 1 Initial Site Assessment (ISA): Records Review, Site Reconnaissance, Interviews and Report Preparation
b. Location Hydraulics Study (LHS) and Summary Floodplain Encroachment Report (SFER) in accordance with federal requirements, including a Floodplain Risk Assessment memo
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D. Prepare the PS&E package required for Authorization to Proceed with Construction in accordance with the Caltrans Local Assistance Procedures Manual. Consultant will provide the PS&E package to the City who will submit to Caltrans. Consultant will be responsible for addressing all Caltrans comments necessary to obtain their approval.
E. Prepare the Construction Authorization Package and all required LAPM attachments and submit to Caltrans.
Deliverables:
Copies of correspondence with Caltrans, PS&E bid package approved by Caltrans, PES, CEQA memo, NEPA request, Environmental Technical Studies: ISA, LHS, SFER, Authorization to Proceed with Construction package with all required LAPM forms resulting in an E-76 from Caltrans. Consultant shall expect two rounds of reviews for each submittal to Caltrans and the City.
Task D11 –Quality Control and Quality Assurance
The Consultant shall have a quality control plan in effect during the entire time work is being performed under the Agreement. The Quality control plan shall establish a process whereby plans and other project documents are independently checked, corrected and back checked prior to submittal to the City. The Consultant is to maintain neat and organized project files.
Deliverables:
Quality control and quality assurance evidenced in the quality of all plans and documents submitted to the City and Caltrans.
The following tasks are Construction Phase Tasks
Task C1 – Construction Support for Design
A. Provide written and graphical responses to questions from bidders related to the project plans and specifications during the construction bid phase
B. Prepare addenda as required during the construction bid phase.
C. Review and analyze bids to identify the lowest responsive and responsible bidder.
D. Provide other support during the construction bid phase as needed E. Attend the pre-construction meeting
F. Review material submittals and shop drawings
G. Respond to Requests for Information from the construction contractor during the construction phase.
H. Complete Bid Review and Analysis for all bids received to identify the lowest responsive and responsible bidder.
I. Prepare Caltrans Construction Award package in accordance with the Caltrans Local Assistance Procedures Manual.
J. Submit the Construction Award package to Caltrans, address their comments and obtain their approval.
K. The City will advertise and award the construction project via its OpenGov portal.
Deliverables:
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Written responses to questions from bidders, written addenda, written responses to submittals and RFI’s from the Contractor, Bid analysis memo and award recommendation, Responses to materials submittals and shop drawings, Construction Award Package, and other construction support documentation. Consultant shall expect two rounds of reviews for each submittal to Caltrans and the City.
Task C2 – Monument Preservation and Construction Staking
A. Coordinate with City of Vista Engineering personnel. Attend pre-construction meeting and project meetings as requested. Coordinate construction staking schedule with agency and contractor personnel. Schedule field crews to provide control stakes within 2 business days of receipt of a completed Request for Construction Staking form from the City Representative or Contractor B. Perform required office work in support of the monument preservation and the construction staking. Check data furnished by the Project Engineer for completeness and discrepancies.
Advise the City of any discovered design issues regarding lines and grades, and record the issues in status reports. Obtain permission from private property owners to enter onto private property.
C. Preserve, reference, or replace all survey monuments according to Section 8771 of the Business and Professions Code. Tie-out all existing monuments that could be affected by construction and mark the monuments so they are highly visible to construction personnel. Re-set monuments that are displaced by the proposed improvements. Provide information to Contractor for re- setting monuments that are inadvertently disturbed by the Contractor during construction.
D. Perform required field work to provide the necessary control stakes to establish the lines and grades required for the completion of the work, and to allow the Engineer to check the work for contract compliance. Check the conformity of planned lines and grades with existing conditions at pavement “conforms”, curb and gutter joins, inlets and outlets of drainage facilities, etc.
Advise the City Representative of any problems, make minor adjustments to lines and grades under the direction of the City Representative, and record the issues in daily survey party field reports. Set control stakes within the required tolerances and mark the stakes so they are readable by construction personnel. Construction staking includes setting the following control stakes as appropriate for the project:
• Clearing stakes
• Slope stakes
• Intermediate slope stakes
• Fence stakes
• Rough grade stakes
• Final Grade stakes
• Drainage stakes
• Curb stakes
• Minor Structure stakes
• Abutment Fill stakes
• Wall stakes
• Major Structure stakes – Ground
• Major Structure stakes – Superstructure
• Miscellaneous stakes
E. Prepare cut sheets and other documents to communicate staking information to field crews, contractor, and City personnel.
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F. Keep adequate records of construction staking efforts (work accomplished, dates, time and resources required, survey data and re-staking). Prepare and submit daily survey party field reports, monthly progress reports and final survey report to the City representative. Prepare Corner Records or a Record of Survey in support of the monument preservation task, and submit to County of San Diego for approval. Submit copies of all required documentation to the City Representative.
Deliverables:
Copies of project correspondence, status reports, monument ties, staking cut sheets, daily survey party field reports, monthly progress reports, final survey report, copies of Corner Records or Record of Survey approved by County of San Diego.
Task C3 – Construction Material Testing and Observation
A. Coordination: Coordinate with City of Vista Engineering personnel Attend pre-construction meeting and project meetings. Review submittals from Contractor for aggregate base, Portland cement concrete, and asphalt concrete. Provide recommendations for optimum moisture content, compaction requirements, alternate materials, or construction methods. Coordinate with the Independent Assurance Program (IAP) testing sub-consultant to ensure that all required IAP is conducted.
B. Sampling and Lab Testing Prior to Construction: Obtain samples and perform required lab testing of construction materials to be used on the project, which may include sampling Portland Cements and Expansion Pressure tests for soils and aggregates. Provide recommendations for optimum moisture content, compaction requirements and alternate materials, or appropriate construction methods, if needed.
C. Geotechnical Observations During Construction: Observe geotechnical aspects of construction tasks performed by the Contractor, such as placement of aggregate base and concrete, to confirm compliance with plans, specifications and geotechnical recommendations.
D. Sampling and Field Testing During Construction: Obtain samples and perform required field testing of construction materials as they are used on the project, which may include slump, ball penetration, air content and unit weight tests for freshly-mixed Portland Cement Concrete and compaction, density and water content tests of soils and aggregates using a nuclear gage.
E. Sampling and Lab Testing During Construction: Obtain samples and perform required lab testing of construction materials as they are incorporated into the project, which may include tests for material properties of soils and aggregates.
F. Reporting: Prepare and submit daily field reports, monthly progress reports and final geotechnical report to the City representative.
Deliverables:
Written responses to submittals, copies of correspondence, daily field reports, monthly progress reports, final geotechnical report, IAP Reports, and other documentation.
Task C4 – As-Built Plans and Project Close-out
A. Upon completion of construction and using Change Orders and red line plans marked by the City inspector and construction contractor, draft as-built plans for the project. Incorporate all changes to the plans electronically with all necessary revision notations B. Submit a plan set signed by the Engineer of Work to the City with an electronic copy of the final as-built drawings, for review and approval by the City inspector and City Engineer. 03/24/2026 C10 228 of 234
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C. Submit an electronic copy of all of the files developed during the project, including research, survey, geotechnical, utility coordination, design, plans, specifications, estimates and all other project documentation.
D. Prepare the Construction Completion package for Caltrans, in accordance with the Local Assistance Procedures Manual.
E. Submit the Construction Completion package to Caltrans, address their comments and obtain their approval.
Deliverables:
Final signed as-built plans and electronic copy of the project files. Consultant shall expect two rounds of reviews for each design submittal to the City.
The following tasks are Optional Tasks that will be added into the project, if needed.
Task O1 – Geotechnical and Soil Investigation and Report Preparation
A. Mark-out and conduct six core tests of existing pavement on E. Vista Way where pavement will be removed.
B. Prior to any subsurface excavations a no fee right-of-way permit (and possibly an approved traffic control plan) from the City of Vista and a USA mark out would be required C. Evaluate pavement section thickness, determine expansion index and R-value of subgrade materials.
D. Evaluate soil quality for planting and make recommendations for any soil amendments to support proposed landscaping
E. Prepare a report documenting geotechnical investigation and testing and all findings and recommendations
F. After the bid package is complete, review, approve, sign and stamp the final design plans and specifications.
Deliverables:
Geotechnical Investigation Report, Soil Amendment Recommendations. Consultant shall expect two rounds of reviews for each submittal to the City.
Task O2 – Potholing
A. Prepare an exhibit with identified pothole locations, obtain necessary permits, coordinat e with the pothole contractor, and prepare traffic control plans as needed.
B. Potholing will be performed at areas where proposed utility crossings of storm rain improvements are anticipated. The consultant shall backfill the potholes as required by the City. It is assumed up to eight (8) potholes are included in this scope of work.
Deliverables:
Draft and Final Pothole Report
Task O3 – Additional Environmental Technical Reports, as required by Caltrans
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A. Biological Resources: prepare a Natural Environment Study – Minimal Impacts (NES-MI) to identify existing and potential biological resources within the Biological Study Area. The NES-MI shall be prepared in accordance with Caltrans Standard Environmental Reference (SER) guid elines, include vegetation mapping, a discussion of impacts and recommendations to reduce impacts .
B. Cultural Resources: prepare a Historic Property Survey Report (HPSR) and Archaeological Survey Report (ASR), including an APE (Area of Potential Effects) Map, Archaeological Survey Report (ASR), and Historic Property Survey Report (HPSR). This report shall be prepared in accordance with Section 106 and AB52 requirements and shall be coordinated with the appropriate Native American contacts
C. Noise: review applicable federal, state and local noise requirements. Analyze construction noise and vibration impacts.
D. Air Quality and Greenhouse Gas Emissions: quantify air quality and greenhouse gas emissions during construction. Quantify construction energy consumption. Evaluate project for consistency with San Diego Air Pollution District Regional Air Quality Strategy.
E. Water Quality: prepare a Water Quality Technical Memo (WQTM)to discuss the project’s impacts on receiving water quality during construction and post construction. Characterize baseline water quality, identify pertinent issues and mitigation measures. Identify 303(d) listed water bodies and any applicable TMDL.
Deliverables:
Biological Resources Report and NES-MI, Cultural Resources Report and HPSR, ASR and HPSR, Noise Report, Air Quality and Greenhouse gas Emissions Report, Water Quality Report and WQTM.
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00051960 4 Exhibit C, Page 1 of 3
EXHIBIT C
INSURANCE REQUIREMENTS
Contractor shall procure and maintain for the duration of the contract, insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his agents, representatives, employees, or subcontractors. Nothing in these provisions shall limit Contractor’s Duty of Indemnification.
MINIMUM SCOPE AND LIMIT OF INSURANCE
Coverage shall be at least as broad as:
1. Commercial General Liability (“CGL”): Insurance Services Office Form CG 00 01 covering CGL on an “occurrence” basis, including products, completed operations, property damage, bodily injury, and personal & advertising injury with limits no less than $2,000,000 per occurrence. If a general aggregate limit applies, either the general aggregate limit shall apply separately to this Project/location or the general aggregate limit shall be twice the required occurrence limit.
2. Automobile Liability: Insurance Services Office Form Number CA 0001 covering Code 1 (any auto), with limits no less than $2,000,000 per accident for bodily injury and property damage.
3. Workers’ Compensation insurance as required by the State of California, with Statutory Limits, and Employers’ Liability insurance with a limit of no less than $1,000,000 per accident for bodily injury or disease.
Contractor shall also provide the additional coverages checked below and at least as broad as:
4. Professional Liability, with limits no less than $1,000,000 per occurrence or claim, and $2,000,000 policy aggregate.
If the Contractor maintains higher limits than the minimums shown above, City requires and shall be entitled to coverage for the higher limits maintained by the Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.
Deductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declared to and approved by City. At the option of City, either: the Contractor shall cause the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects City, its officers, officials, employees, and volunteers; or the Contractor shall provide a financial guarantee satisfactory to City guaranteeing payment of losses and related investigations, claim administration, and defense expenses.
Other Insurance Provisions
The insurance policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL policy with respect to liability arising out of with respect 03/24/2026 C10 232 of 234
00051960 4 Exhibit C, Page 2 of 3
to liability arising out of work or operations performed by or on behalf of the Contractor including materials, parts, or equipment furnished in connection with such work or operations and automobiles owned, leased, hired, or borrowed by or on behalf of the Contractor. General liability coverage can be provided in the form of an endorsement to the Contractor’s insurance (at least as broad as ISO Form CG 20 10, CG 11 85 or both CG 20 10 and CG 20 37 forms if later revisions used), unless otherwise approved in advance by City.
2. For any claims related to this Project, the Contractor’s insurance coverage shall be primary insurance as respects City, its officers, officials, employees, and volunteers.
Any insurance or self-insurance maintained by City, its officers, officials, employees, and volunteers shall be excess of the Contractor’s insurance and shall not contribute with it.
3. Each insurance policy required by this clause shall provide that coverage shall not be canceled, except with notice to City.
Claims Made Policies
If any coverage required is written on a claims-made coverage form:
1. The retroactive date must be shown, and this date must be before the execution date of the contract or the beginning of contract work.
2. Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after completion of contract work.
3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the contract effective, or start of work date, the Contractor must purchase extended reporting period coverage for a minimum of five (5) years after completion of contract work.
4. A copy of the claims reporting requirements must be submitted to City for review.
Acceptability of Insurers
Insurance is to be placed with insurers with a current A.M. Best rating of no less than A: VII, unless otherwise acceptable to City.
Waiver of Subrogation
Contractor hereby agrees to waive rights of subrogation which any insurer of Contractor may acquire from Contractor by virtue of the payment of any loss. Contractor agrees to obtain any endorsement that may be necessary to affect this waiver of subrogation. The Workers’ Compensation policy shall be endorsed with a waiver of subrogation in favor of City for all work performed by the Contractor, its employees, agents and subcontractors.
Verification of Coverage
Contractor shall furnish City with original certificates and amendatory endorsements, or copies of the applicable insurance language, effecting coverage required by this contract. All certificates and endorsements are to be received and approved by City before work commences. However, failure to obtain the required documents prior to the work beginning shall not waive the Contractor’s obligation to provide them. City reserves the right to require 03/24/2026 C10 233 of 234
00051960 4 Exhibit C, Page 3 of 3
complete, certified copies of all required insurance policies, including endorsements, required by these specifications, at any time.
Subcontractors
Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format least as broad as CG 20 38 04 13.
Special Risks or Circumstances
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other circumstances.
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