Agenda packet — La Mesa City Council, October 11, 2022 (part 2 of 3)

63 David Kniff, AIA

ARCHITECTURAL PLANS EXAMINER
David has more than 30 years of practical experience as the Principal Architect of his own firm and as a General Contractor. He is an effective problem solver and can easily articulate solutions and complex problems.

David has a deep understanding of current local, state and federal codes, and has prepared plans under IBC and CBC codes for many residential and commercial projects located in California and Texas.

PROFESSIONAL HISTORY
Senior CA. Plans Examiner Manager / Interwest Consulting Group / 2021 - Present
Architectural Plans Examiner / EsGil – A SAFEbuilt Company/ 2017 - 2021
David started his SAFEbuilt career as an EsGil employee, working as an Architectural Plans Examiner serving cities throughout Southern California specifically in San Diego County. When EsGil merged with Interwest Consulting Group, David’s expertise made him the perfect candidate to manage our plan check team throughout the state. David continues to provide architectural plan review for municipal clients, but also provides oversight for all plan check staff, manages status tracking to ensure agreed upon turnaround times are met, and provides quality control of plan check work products.

Principal Architect / KEA Architecture - Development / 1987 - 2017 David programmed, planned and completed the creation of design documents and streamlined the marketing and perspective client meetings.

He oversaw the production of A/E, M/E/P construction documents through the permitting phases of work. David worked with governmental agencies that have jurisdiction over all of the company’s projects resulting in great communication abilities.

Project Manager / Architects Coombs - Mesquita / 1980 - 1987 David oversaw a team of draftsman to create construction documents for commercial and industrial facilities. He created design documents from the sketches of the Principal Architects. David worked with various Engineer and Utility Consultants coordination with the Project Manager’s drawings Years of Experience: 30+
Years w/ Interwest: 1
Education
 Mesa Community College,
1983
Registrations/Certifications
 CA Registered Architect,
C-19040
 CA General Building
Contractor, Class B
License, 707752
 TX Registered Architect,
19798
 W12 National Building
Contractor
SR-710 Gap Alternatives, Los Angeles Metropolitan Transportation Authority / Los Angeles, CA / 2014 - 2015
Task Manager | Task Manager (JMD Inc.) responsible for developing light rail transit, railroad and Transportation System Management/Transportation Demand Management (TSM/TDM) alternatives for the nearly five-milelong freeway gap between Interstate 10 (Los Angeles/Alhambra) and Interstate 210 (Pasadena). Mr. Saber was responsible for developing conceptual light rail transit (LRT), grade separation, track, roadway and intersection alignments to address local needs and hot spots through the cities of Los Angeles, Alhambra, South Pasadena and Pasadena. LRT and track alignment plans were designed in accordance with LA Metro, as well as UPRR and AREMA standards, respectively. Cost estimating of each alternative was also provided including the development of an environmental document for the project. Mr. Saber was responsible for facilitating close coordination with the Cities, UPRR and CPUC to obtain reviews and conceptual approvals in a timely manner.

Kamran Saber, PE, QSD/QSP | Résumé | Page 3

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64 Jeffrey T. Kent, PE, GE, Principal Engineer | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants

EDUCATION
M.S., Geotechnical Engineering, 2001,
University of California at Los Angeles
B.S., Civil and Environmental Engineering,
2000, University of California at Los
Angeles

REGISTRATIONS
GE 2817 (California)
PE 66143 (California)

PROFESSIONAL AFFILIATIONS
American Society of Civil Engineers
Jeffrey T. Kent, PE, GE
Principal Engineer
As a Principal Engineer, Mr. Kent coordinates and conducts geotechnical evaluations for commercial, educational, and public/municipal facilities, including schools, highways, railroads, pipelines, public and private buildings, and bridges; performs slope stability analyses, flexible and rigid pavement design, and underground pipeline design; and prepares and reviews geotechnical reports. He also provides geotechnical design parameters and recommendations for shallow and deep foundations, retaining structures, in-situ ground remediation and earthwork; reviews laboratory results and project plans and specifications; provides supervision and technical support to stafflevel engineers and geologists; and performs project administration and management.

Mr. Kent also develops the scope of work for materials testing and inspection projects; provides supervision and technical guidance to field and laboratory personnel; oversees field observation, testing, and inspection services; supervises laboratory testing; analyzes and reviews field and laboratory data; and authors and reviews materials testing and inspection reports.

EXPERIENCE
City of San Diego Storm Drain and Slope Repair, Via Esprillo, San Diego, California: Project Manager during a geotechnical evaluation for the City of San Diego slope washout and storm drain repair project. The site consisted of a descending slope located at the rear of 16464 Via Esprillo. A 42-inch and 48-inch storm drain, a portion of which consisted of corrugated metal pipe (CMP), descended to headwall outlets at the base of the slope. After years of deterioration and leakage of the CMP, erosion toward the toe of the slope occurred. Conditions at the slope included a large washed out area that was approximately 30 to 50 feet wide, 100 feet long, and extended the full 60 foot height of the slope. Several portions of the washout had been eroded to near vertical slopes. The project included the reconstruction of the slope and replacement of the storm drains. Services included review of background information; performance of a geologic reconnaissance of the site, including the observation and mapping of geologic conditions and the evaluation of possible geologic hazards which may impact the proposed project; performance of a subsurface evaluation consisting of drilling exploratory borings to evaluate the subsurface conditions; laboratory testing on selected soil samples; compilation and analyses of the data obtained; and preparation of a report.

City of San Diego 60-Inch Storm Drain and Slope Repair, 4141 Ruffin Road, San Diego, California: Project Engineer during a geotechnical evaluation for the 60-inch storm drain and slope repair project located at 4141 Ruffin Road. The site consisted of a descending slope located at the rear of 4141 Ruffin Road. A 60-inch storm drain, a portion of which consisted of corrugated metal pipe (CMP), descended to a headwall outlet at the base of the slope. Services included background review; a subsurface evaluation; laboratory testing; data compilation and analyses; and preparation of a report presenting our findings, conclusions, and recommendations regarding the geotechnical design and construction of the project. Field observation and in-place density testing services were provided during fill placement and trench backfill operations.

Chargers Practice Facility, 54-Inch Storm Drain and Retaining Wall Repair, San Diego, California: Project Manager for geotechnical consulting services during the design and construction phases for the Emergency Storm Drain Pipe Replacement

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65 Jeffrey T. Kent
Principal Engineer
project at the Chargers Practice Facility. During a rain event, a sinkhole developed around a storm drain vault located at the western side of the practice facility. After further evaluation, the existing 54-inch diameter reinforced concrete pipe (RCP) was found to possess several voids within the pipe. Services included a subsurface exploration, laboratory testing, and preparation of a geotechnical report.

Geotechnical observation and materials testing services included field density testing during storm drain trench and retaining wall backfill, site evaluation of temporary slopes and trench excavations, and laboratory testing of soils used by the contractor. Materials testing for the project included conformance testing of reinforcing steel and compressive strength testing of concrete.

Audubon Elementary School, San Diego, California: Project Engineer for a geotechnical evaluation of the distressed drainage ditch and existing slope conditions at the Audubon Elementary School. The project study area included an approximately 900 foot long slope with heights up to approximately 50 feet along the southern and eastern boundaries of the school campus. Distress to the project area included a cracked and undermined concrete drainage ditch as well as several shallow erosions and washouts.

Services included a subsurface exploration and geotechnical laboratory testing. The information from these services was compiled and used to analyze the global and surficial stability of the existing slope. Recommendations for the reconstruction of the drainage ditch along with a moisture cutoff wall were presented in our geotechnical report as well as remedial grading recommendations for the erosions and washouts. Further recommendations were provided to mitigate the potential for future erosion of the slope.

City of San Diego Mobley Street Storm Drain Replacement, San Diego, California: Project Engineer during a geotechnical evaluation for the Mobley Street Storm Drain Replacement project, which involved the reconstruction of the washed out portions of the slope and replacement of the storm drainpipe. The existing storm drainpipe was removed and replaced with a new pipeline system. Services included background review; subsurface exploration with exploratory test pits; geotechnical laboratory testing; data compilation and analysis; and report preparation.

City of Carlsbad La Gran Via CMP Replacement, Carlsbad, California: Project Manager for La Gran Via CMP Replacement project. The project included the reconstruction of storm drain outlet that had corroded and resulting in the failure of an existing slope within an open space area. These services included geologic observation of removals, observation of backfill and fill placement, field density testing of the earthwork operations, laboratory testing of onsite and import soils, compressive strength testing of structural concrete, and preparation of a compaction report.

SDUSD Correia Junior High School Slope Washout, San Diego, California: Project Manager for a geotechnical evaluation during the slope repair at the Correia Junior High School. Due to the deterioration of an asphalt concrete drainage ditch at the top of the slope, water was allowed to overtop an existing slope along the southwestern boundary of the school campus. During rain events, surface water runoff was directed over the face of the slope resulting in an erosional washout. This washout damaged the existing irrigation lines within the slope and washed soil onto the adjoining athletic fields within a City of San Diego park. Services included background review; site reconnaissance to map the distressed slope area; subsurface exploration; and geotechnical laboratory testing; and preparation of a report with recommendations for the reconstruction of the slope using geogrid reinforced fill soils.

City of Chula Vista Olympic Parkway Slope Erosion, Chula Vista, California: Project Engineer for a geotechnical evaluation of the slope erosion that occurred on the southerly facing slope north of Olympic Parkway and west of Otay Ranch High School.

The erosion was caused by a leak from a water irrigation line located within the slope. As a result of the leak, a portion of the slope slumped downhill and soil washed down into a concrete brow ditch near the base of the slope. Services included background review; geotechnical reconnaissance of the site; subsurface exploration that included the excavation, logging, and sampling of exploratory borings; geotechnical laboratory testing; data compilation and analysis; and preparation of a geotechnical report presenting our findings, conclusions, and recommendations for the repair of the slope erosion. Also performed geotechnical observation and testing services during the repair efforts including observation of earthwork removals, slope benching, and fill placement; field density testing during fill placement; and preparation of a compaction report summarizing our observations and test results.

Romeria Drainage and La Costa Avenue Slope Repair Construction Phase, Carlsbad, California: Project Manager during geotechnical observation and testing services for the Romeria Drainage and La Costa Ave-nue Slope Repair Construction project.

The project involved placement of 3-inch minus rock materials layered with a geogrid materials to provide a stable subgrade for the new concrete channel; construction of an all-weather maintenance access road; and construction of a new fill slope, in which layers of geogrid were placed within the fill materials to add reinforcing.

Jeffrey T. Kent, PE, GE, Principal Engineer | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants Page 141 of 366 66 Nissa Morton, PG, CEG
Senior Project Geologist

EDUCATION
M.S., Geological Sciences, 2011, San
Diego State University
B.A., Geology, 2005, Pomona College

REGISTRATIONS/CERTIFICATIONS
CEG 2655 (California)
PG 8949 (California)

PROFESSIONAL AFFILIATIONS
Association of Environmental and
Engineering Geologists
As a Senior Project Geologist for Ninyo & Moore, Ms. Morton conducts geotechnical evaluations, prepares geotechnical reports, coordinates and conducts field and laboratory investigations, and evaluates field compliance with earthwork specifications.

Ms. Morton has provided these services for commercial buildings, schools, and airports, and various public works projects.

EXPERIENCE
El Camino Del Norte Flood Improvements, San Diego County, California:

Project Geologist for a geotechnical and groundwater evaluation for a flood control improvement project in the Rancho Santa Fe community. Services included review of background geotechnical documents; coordination for subsurface investigation; logging and sampling of exploratory test borings; installation of monitoring wells and collection of groundwater data; and preparation of a final report.

City of San Diego, Old Otay Mesa Road Improvements, San Diego, California:

Project Geologist for geotechnical observation, materials testing, and special inspection services for the Old Otay Mesa Road Improvements project that included the widening of Old Otay Mesa Road from its intersection with Hawken Drive to a distance of approximately 4,000-feet east along the roadway. To accommodate the widening, various types of non-standard retaining walls were constructed. These included several mechanically stabilized earth retaining walls constructed along the north side of the roadway and soil nail retaining walls (Walls A and B) constructed along the south side of the roadway. Services included geotechnical observation of the stability of temporary and permanent cut slopes, foundation subgrade for retaining walls, drilling and installation of soil nails, installation of rammed aggregate piers, and general grading observations.

Aliso Canyon Road Flood Improvements, San Diego County, California: Project Geologist during geotechnical design services for the Aliso Canyon Road Flood Improvements project, which included the installation of new reinforced concrete boxes beneath Aliso Canyon Road and El Camino Del Norte used as part of the storm drain system and to mitigate the potential of flooding in the area. Additionally, the roadways were raised a few feet and the pavements were reconstructed. Services included the acquisition of boring and encroachment permits from the County of San Diego, research of available geotechnical resources, performance of subsurface exploration consisting of soil borings, converting the borings to monitoring wells, groundwater depth measurement readings, geotechnical laboratory testing, data compilation, and preparation of a geotechnical report.

North Tecolote Canyon Access Design Project, San Diego, California: Project Geologist during a geotechnical evaluation for the City of San Diego North Tecolote Canyon Access Design project, which included improvements at six stream crossings, one manhole protection feature, and improvements to the existing approximately 1.3-mile trail within the northern portion of Tecolote Canyon Natural Park. The improvements also included construction of concrete pavers to stabilize several of the stream bottoms of vehicle bridges or culverts to support truck access for maintenance and repair of the sewer main. Services included background review; a field reconnaissance; coordination and mobilization for the subsurface exploration; drilling, logging, and sampling of three exploratory borings at the site with limited Nissa Morton, PG, CEG, Senior Project Geologist | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants Page 142 of 366 67 access drill rigs to depths up to approximately 16 feet below existing grades; geotechnical laboratory testing; data compilation and engineering analysis; and preparation of a geotechnical report providing our findings, conclusions, and recommendations for the design and construction of the project.

Del Mar Fairgrounds Backstretch Improvements, Del Mar, California: Project Geologist during geotechnical services associated with construction of the Backstretch Improvements project at the Del Mar Racetrack portion of the Del Mar Fairgrounds.

The project consisted of raising the height of the existing berm on the south side of Stevens Creek in order to protect the Backstretch stable areas at the racetrack. In addition to raising the berm approximately 5 feet in height, the project included construction of an approximately 150-foot-long and 3-foot-high retaining wall. Services were performed to assess the suitability of import material for the project based on criteria outlined in our geotechnical evaluation report. Services included field sampling, geotechnical laboratory testing, and compilation of the laboratory data and our previous geotechnical report.

Pilgrim Creek Vector Remediation and Rehabilitation, Oceanside, California: Project Geologist during a geotechnical evaluation for the Pilgrim Creek Vector Remediation and Rehabilitation project at the Oceanside Municipal Golf Course. Several areas of the creek channel were plugged with sediment and vegetation, particularly at golf cart crossings across the channel. The project consisted of grading sections of the creek channel and reconstructing nine existing creek crossings in order to improve drainage conditions. Services included background review; field reconnaissance; drilling, logging, and sampling of nine exploratory borings; laboratory testing; and preparation of a report presenting findings, conclusions, and recommendations regarding the design and construction of the project.

Chollas Triangle Park, San Diego, California: Project Geologist during geotechnical design services for the Chollas Triangle Park project, which involved permanently closing this section of Chollas Parkway to vehicular traffic and constructing an approximately

5.6-acre active park space and 2.1-acre passive open space. The active park space included multi-use sports courts, paved gathering areas, playground equipment, exercise equipment, off-leash dog areas, a comfort station, an outdoor amphitheater, decomposed granite paths, pedestrian bridges, shade structures, bike ramps, and on-street parking stalls. The passive open space also included landscaping and other low impact improvements adjacent to the Chollas Creek. Additional site improvements were to include flatwork, underground utilities, light poles, and storm water Best Management Practices (BMP) devices.

IBWC Feasibility Study for Sediment Basins in Tijuana River and Tributaries, San Diego, California: Project Geologist during a geotechnical evaluation for the International Boundary and Water Commission (IBWC) Feasibility Study for Sediment Basins in the Tijuana River and Tributaries in San Diego County, California. The site is located along and adjacent to a section of the Tijuana River generally between the Dairy Mart Road and Camino de La Plaza. The site is situated within the flood plain between the north and south river levees. This portion of the Tijuana River consists of an unlined river channel with generally undeveloped land adjacent to the channel. The project includes development of basins within the area to capture sediment, trash, debris, and transboundary flows from the Tijuana River. The three basin layouts were being considered including: Alternative A: A series of sediment basins to be constructed within the existing river channel; Alternative B: River water to be diverted from the existing river channel into sediment basins constructed within the agricultural land to the north; and Alternative C: Combination of Alternative A and Alternative B. The purpose of our evaluation was to explore the subsurface soil and geologic conditions at the site and provide preliminary geotechnical findings, conclusions, and recommendations pertaining to the feasibility of the proposed sediment basins.

Nissa Morton
Senior Project Geologist
Nissa Morton, PG, CEG, Senior Project Geologist | Ninyo & Moore | Geotechnical & Environmental Sciences Consultants Page 143 of 366 68 John Draminski

EIT, CPESC, QSD/QSP
Profile Summary
John Draminski is an Assistant Project Engineer with a Bachelor’s degree in Civil Engineering with a concentration in Environment and Water Resources. Mr. Draminski has experience performing technical reviews of Water Quality Management Plans and hydrology studies, hydraulic analysis of open channels, creating hydrologic models, and developing construction and industrial Storm Water Pollution Prevention Plans (SWPPPs).

Relevant Experience
City of Chula Vista, Storm Water Services, Chula Vista, CA, Project Coordinator. Developed construction stormwater
inspection program for the Stormwater Department. Conducted stormwater inspections at construction sites, eventually overseeing other inspector’s work. Prepared inspection reports and worked closely with the responsible party to ensure Best Management Practices (BMPs) were implemented and aligned with the
requirements described in the City of Chula Vista’s Jurisdictional Runoff Management Program (JRMP) and the site’s Erosion Control Plan. Coordinated with City staff regarding escalated enforcement actions required to achieve compliance.

City of National City, Storm Water Services, National City, CA, Task Lead. Oversaw storm water inspections of active
construction sites, including verifying construction of permanent BMPs. Prepared construction SWPPPs for the City’s CIPs and assisted City staff with the State’s SMARTS system. Reviewed Storm Water Quality Management Plans (SWQMP), hydrology reports, and grading plans. Represented the City at Regional Land Development Workgroup meetings and updated the City’s BMP Design Manual. Worked with City staff and contractors to ensure proper construction of treatment control BMPs.

City of Lemon Grove, Storm Water Services, Lemon Grove, CA, Task Lead. Mr. Draminski has completed construction inspections for compliance with City of Lemon Grove’s minimum BMPs and to verify permanent BMPs are built per plan. Updated the City’s BMP Design Manual and reviews SWQMPs and erosion control plans. Conducted routine storm water compliance inspections of permanent BMPs.

Professional Experience
D-MAX Engineering, Inc., 2014 to
Present
Booz Allen Hamilton, 2014
Department of Environmental
Quality, State of Michigan,
2012-2014
Education
Virginia Polytechnic Institute
and State University, B.S., Civil
Engineering, 2010
Certifications/Registrations
Engineer-in-Training (EIT)
Certification #0420061662,
Virginia, 2010
Certified Professional in Erosion
and Sediment Control (CPESC)
#9199, 2018
Qualified SWPPP Developer
(QSD)/Qualified SWPPP
Practitioner (QSP) #26970, 2018

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69 John Quenzer

MS, CPSWQ, QSD/QSP
Profile Summary
John Quenzer is a Principal Scientist who has been involved in a variety of water quality projects in San Diego County with over 18 years of experience. Mr. Quenzer possesses extensive experience in stormwater program management and interfacing with
regulators.

Relevant Experience
City of San Diego, As-Needed Stormwater Services, San Diego, CA, Task Leader. Technical lead on Stormwater Standards Manual updates, and provides stormwater training to plan reviewers and CIP project managers in other departments. Led the City’s industrial, commercial, and structural BMP inspection programs in the past.

City of National City, Storm Water Program, National City, CA, Project Manager. Mr. Quenzer has managed the National City Storm Water Services project since 2006. Has helped the City win over $10 million in grants for projects along Paradise Creek. Work included preparing conceptual designs; hydrologic, hydraulic, and water quality modeling; wet weather BMP effectiveness
monitoring; construction SWPPPs and inspections; and project reporting. Represented the City in construction program audits by the San Diego Water Board.

City of San Marcos, Storm Water Services, Santee, CA, Project Manager. Recently completed training for City construction inspectors and oversaw transition to web-based inspection form and database. Managing update of the City’s BMP Design Manual.

City of Santee, Storm Water Services, Santee, CA, Project Manager. Manages stormwater program as an extension of City staff, including construction and existing development inspections, complaint response, reporting, and plan reviews. Developing a proposed compliance approach for dry weather Bacteria TMDL compliance, including conceptual designs for CIPs to eliminate dry weather flow.

Professional Experience
D-MAX Engineering, Inc., 2004 to
present
City of San Diego,
Environmental Services Division,
2001-2002
Education
Johns Hopkins University, M.S.,
Environmental Engineering and
Science, 2014
University of California, San
Diego, B.S., Environmental
Chemistry, 2002
Certifications/Registrations
Certified Professional in Storm
Water Quality (CPSWQ) #693,
2011
Qualified SWPPP Developer
(QSD)/Qualified SWPPP
Practitioner (QSP) #24039, 2015

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70 Brittany Perkins
Profile Summary
Brittany Perkins is a Staff Scientist II with a background in storm water resource management. She has experience conducting storm water inspections at construction sites, businesses, and municipal facilities.

Relevant Experience
City of Lemon Grove, Lemon Grove Storm Water Support,
Lemon Grove, CA. Conducted stormwater inspections within the City of Lemon Grove for construction sites to ensure minimum best management practices (BMPs) were implemented. Completed follow-up to resolve deficiencies. Inspected permanent BMPs to verify they were built per plan.

City of National City, Stormwater Services, National City, CA.

Conducted construction inspections to ensure BMPs were
implemented. Where necessary, managed follow-up
correspondence and coordinated with City staff for any additional enforcement. Reviewed permanent BMP construction
documentation submitted by contractors to verify SBMP was built per plan.

City of Santee, Construction Inspections, Santee, CA, Support Staff. Conducted stormwater inspections within the City of Santee for construction sites to ensure BMPs were implemented and aligned with the City’s JRMP and the site’s Erosion Control Plan.

Where necessary, performed follow-up inspections and coordinated enforcement with City staff to achieve compliance.

Adurra Group, Inc., Construction Inspections, Escondido, CA, Support Staff. Conducted stormwater construction inspections for Adurra Group, Inc. to ensure BMPs were implemented and aligned with the City of Escondido’s JRMP. Where necessary, coordinated with the site supervisor to resolve any deficiencies and reviewed the Stormwater Pollution Prevention Plan (SWPPP) documentation.

Professional Experience
D-MAX Engineering, Inc., 2020 to
Present
Education
San Francisco State University,
B.S., Environmental
Conservation and Natural
Resource Management, 2016
Skills/Expertise
• Stormwater compliance
inspections
• Construction BMP
inspections
• Outfall monitoring
• Sampling
• Report preparation
• Data analysis

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REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: October 11, 2022
SUBJECT: RATIFICATION OF THE DESIGN REVIEW BOARD’S
APPROVAL OF PROJECT 2021-43 (CENTER FOR
NEUROSCIENCES) – A PROPOSED REMODEL AND
20,182 SQUARE FOOT ADDITION TO THE EXISTING

SINGLE-STORY REHABILITATION CENTER TO

CREATE A TWO-STORY CENTER FOR

NEUROSCIENCES AT THE SHARP GROSSMONT
HOSPITAL AT 5555 GROSSMONT CENTER DRIVE,
APN 490-340-23-00 IN THE RB-G-D (RESIDENTIAL

BUSINESS / GROSSMONT OVERLAY / URBAN

DESIGN OVERLAY) ZONE
ISSUING DEPARTMENT: Community Development Department
SUMMARY:

Issues:

Does the proposed design meet the intent of the Urban Design Program policies and the Grossmont Specific Plan?
Recommendation:

Ratify the Design Review Board’s approval of 2021-43 (Attachment A) Fiscal Impact:

There would be no impact to the General Fund related to this project. City of La Mesa policy is to recover 100% of the cost of staff time through application processing fees.

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 2 of 5
City’s Strategic Goals:
 Revitalize neighborhoods and corridors
 Safe community
Environmental Review:

In compliance with the California Environmental Quality Act (CEQA), the City has prepared an Initial Study/Mitigated Negative Declaration (IS/MND) for the proposed project which determined that the project does not have the potential to create significant adverse effect on the environment based upon project conditions that mitigate impacts to below a level of significance.

BACKGROUND:

The Sharp Grossmont Hospital campus is bounded by Grossmont Center Drive to the west, Murray Drive to the south, State
Route 125 to the east, and the MTS
Green and Orange lines and
Grossmont Transit Center to the north.

Surrounding development includes
medical offices and the Grossmont
Shopping Center to the west,
residential mixed-use project to the
north, and commercial development to
the south. The project site, the existing
rehabilitation center building, is
situated toward the northwestern
portion of the approximately 24-acre
Sharp Grossmont Hospital campus,
south of Center Drive, as shown on the
vicinity map. Existing improvements of
the project site includes the existing one-story rehabilitation facility, administrative offices, and a small park open space. The building is near the main entrance to the hospital campus and is accessed via the main driveway drop-off to the south or the adjacent parking structure to the west. The site slopes uphill toward the center of the site. Sidewalk, curb, gutter, and street trees along street frontages are present. Photos of the project site are provided in Attachment D.

Zoning for the project site is RB-G-D (Residential Business/ Grossmont Specific Plan Overlay/ Urban Design Overlay) zone and the planned land use designation is Public Use – Other Government Agencies. Residential Business zoning is applied for areas

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 3 of 5
that are transitioning to business development, and allows for business uses which are compatible with a residential environment. The Grossmont Specific Plan Overlay Zone allows for hospital uses and related offices.

The Urban Design Overlay zone prescribes design review by the Design Review Board, subject to City Council ratification. The Urban Design Program’s Community Image Diagram designates the site as a landmark. Grossmont Center Drive is a Major Path, and Center Drive is a Minor Path. Also noted is the Grossmont Specific Plan area’s designation as a Special Design District.

Project entitlement consists of site development plan review and special permit review by the Planning Commission, and design review by the Design Review Board, subject to City Council ratification. The Design Review Board reviewed and approved the project with conditions (Attachment A) at a public meeting held on September 12, 2022. The Planning Commission reviewed and approved the proposed site development plan and special permit application to allow the proposed building to exceed the maximum height of buildings in the RB zone on September 21, 2022. The Planning Commission adopted resolutions 1) approving the Initial Study and adopting the Mitigated Negative Declaration and Mitigation Monitoring and Reporting Program prepared for the project (Attachment B), and 2) approving the site development plan and special permit for the project (Attachment C).

DISCUSSION:

The Design Review Board reviewed the submitted project plans (Attachment E) in consideration of the City’s Urban Design Program and Grossmont Specific Plan.

Project applicant Sharp Grossmont Hospital proposes to partially demolish the existing rehabilitation center and construct a one-story addition to the north side of the building, a two-story addition to the southwest corner of the building, and a tunnel for future connections for a total of 20,182 square-foot addition for the new Center for Neurosciences. The total building area would be 51,672 square feet post-project. The project would add 16 intensive care unit beds and 16 medical surgical beds and remove 12 existing medical surgical beds (resulting in a net increase of 20 beds). Additionally, 18 beds in the existing in-patient rehabilitation center would receive a cosmetic refresh.

There is enough on-site parking to accommodate the proposed addition.

Grading will be carried out for the areas where the addition is proposed. Estimated earthwork quantities of 800 cubic yards of fill and 1,000 cubic yards of cut yield 200 cubic yards of export. The landscape plan provides a diverse variety of site trees as well as numerous shrubs and perennial plants. A total of 34 site trees are proposed. Raised landscape planters are proposed around the Center for Neurosciences, including a new “living wall” near the Center for Neurosciences entrance located at the south corner of

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 4 of 5
the building. Most of the existing trees around the existing rehabilitation center are proposed to be removed due to the new building footprint, but the existing lawn and canopy trees north of the building are proposed to remain. The intent of the landscaping is to create an atmosphere of peace and tranquility for patients and healthcare workers at the hospital.

The main entrance to the building is located on the south elevation, facing the driveway drop-off area to the south and the main entrance to the hospital campus. The lower level of the building contains all of the intensive care unit beds and medical surgical beds, as well all office space, a physical therapy center, and support functions including kitchen, cleaning, and storage. The second level of the building includes staff offices, lounges, and conference rooms.

Exterior architectural finishes include cement plaster, metal panels, with a small portion of the existing building proposed to remain stucco in white tones with gray accents. An aluminum curtainwall system and aluminum storefront windows are proposed for the addition located at the southwest portion of the building. Majority of the windows on the first floor of the building are proposed with fritted glass. Rooftop mechanical equipment is screened from view by the exterior parapet walls. Colors and materials for the buildings and walls are shown on Attachment F.

The Design Review Board concluded that the project is responsive to the existing site, and the scale of the improvements is compatible with the area. The building’s exterior design incorporates the existing building while modernizing the entrance with a variety in the surface planes, forms, and texture and with design elements that are cohesive with the hospital’s West Tower completed in 2010. By incorporating design elements from existing buildings on the campus, this helps create a more uniform look across the evolving public-facing campus. Overall, the project’s design is consistent with the Urban Design Program, Grossmont Specific Plan, and the design policies in the Land Use and Urban Design Element of the General Plan.

CONCLUSION:

Staff recommends that the City Council ratify the Design Review Board’s approval of Project 2021-43.

Reviewed by: Respectfully submitted by:
____________________ ____________________________
Greg Humora Kerry Kusiak
City Manager Director of Community Development

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 5 of 5
Attachments:

A. Design Review Board Certificate of Action Project 2021-43 B. Resolution PC-2022-09 approving the Initial Study and adopting the Mitigated Negative Declaration
C. Resolution PC-2022-10 approving the Special Permit and Site Development Plan D. Site photographs
E. Project plans
F. Color and materials board

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CERTIFICATION OF

DESIGN REVIEW BOARD ACTION
FILE: Project 2021-43 (Center for Neurosciences)
MEETING DATE: September 12, 2022
SUBJECT: Consideration of a remodel and 20,182 square foot addition to the existing single-story rehabilitation center to create a two-story Center for Neurosciences at the Sharp Grossmont Hospital at 5555 Grossmont Center Drive, APN 490-340-23-00 in the RB-GD (Residential Business/ Grossmont Specific Plan Overlay/ Urban Design Overlay) zone
DETERMINATION: After reviewing the proposal, the Board made a motion to recommend approval of Project 2021-43 based on plans stamped received by the City on July 15, 2022, and a finding that the project is consistent with the City’s Urban Design Program and Grossmont Specific Plan, subject to the following condition:

1. The applicant shall provide more canopy trees for additional shade features in the public plaza located south of the proposed building expansion.

The vote on the motion was as follows:

Aye: Board members Kusiak, Langdon, and Ruiz-Ostmeyer
Nay: None

Absent: Board member Feske and Taylor
ATTEST:

Kerry Kusiak
Director of Community Development

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ATTACHMENT
D

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1 A101
SIM
1 A101
SIM
1 A101
SIM
A101
1 SIM
0 0
Name
Elevation
Name
Elevation
Room name
101
1 / A1011 / A1012
1i
NOTE
1 / A101 SHEET NUMBER

BUILDING SECTIONBUILDING ELEVATIONWALL SECTIONDETAIL (PLAN)COLUM GRID LINE (EXISTING)COLUMN GRID LINE (NEW)

ELEVATION IN SECTION OR ELEVATION POINT OF REFERENCEELEVATION IN PLAN POINT OF REFERENCEMATCHLINEROOM NAMEROOM NUMBERWALL TYPESNOTE LEADER LINEREFERENCE NORTH ARROWNORTH ARROW 1 A101
SIM

DETAIL (SECTION)
1 A101
(N)N.N/ANFPAN.I.CNO. / #N.R.NRCAO/O.C.OF/CIOF/OIOF/VIOPNG.OSHAOSHPDPL.P. LAM.PLYWD.R.R.A.R.B.RCPREINF.REQ'D.REQ'TRENO.REV.RM.R.O.S.A.S.A.T.S.B.S.C.S.C.D.SCHED.SEC.S.E.D.S.F.P.D.SHT.SIM.S.M.SMACNA NEWNORTHNOT APPLICABLE; NOT AVAILABLE NATIONAL FIRE PROTECTION ASSOCIATIONNOT IN CONTRACTNUMBERNON-RATEDNATIONAL ROOFING CONTRACTORS ASSOCIATIONOVERON CENTEROWNER FURNISHED CONTRACTOR INSTALLEDOWNER FURNISHED OWNER INSTALLEDOWNER FURNISHED VENDOR INSTALLEDOPENINGOCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONOFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTPLATEPLASTIC LAMINATEPLYWOODRADIUS/RISERRETURN AIRRUBBER BASEREFLECTED CEILING PLANREINFORCEMENT / REINFORCINGREQUIREDREQUIREMENTRENOVATIONREVISIONROOMROUGH OPENINGSUPPLY AIRSUSPENDED ACOUSTICAL TILESMOKE BARRIERSOLID CORESEE CIVIL DRAWINGSSCHEDULESECTIONSEE ELECTRICAL DRAWINGSSEE FIRE PROTECTION DRAWINGSSHEETSIMILARSHEET METALSHEET METAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION ABBREV.ACOUS.ACTA.D.A.F.F.ALT.ALUM.APPROX.ARCH.AWPBD.BLDG.BOT.BTWN.C.C.A.CANCBCCBSCCF/CIC.G.C.L.CLG.CLR.COL.CONC.CONST.CONT.CORR.DEMO.DEPT.DET.DIA.DIAG.DIM.DN.D.S.DTL.DWG(S).(E)EA.E.J.ELEC.ELEV.EOREPAEQ.EQUIP.ETC.EXP'D.EXT.

ABBREVIATIONSACOUSTICALACOUSTICAL CEILING TILEAREA DRAIN/AUTOMATIC DOORABOVE FINISH FLOORALTERNATEALUMINUMAPPROXIMATEARCHITECTURALACOUSTICAL WALL PANELBOARDBUILDINGBOTTOMBETWEENCARPETCLEAR ANODIZEDCODE APPLICATION NOTICECALIFORNIA BUILDING CODECALIFORNIA BUILDING STANDARDS CODECONTRACTOR FURNISHED AND CONTRACTOR INSTALLEDCORNER GUARDCENTER LINECEILINGCLEARCOLUMNCONCRETECONSTRUCTIONCONTINUOUS, CONTROLCORRIDORDEMOLITIONDEPARTMENTDDETAILDIAMETERDIAGONALDIMENSIONDOWNDOWNSPOUTDETAILDRAWING(S)EXISTINGEACHEXPANSION JOINTELECTRICALELEVATORENGINEER OF RECORDU.S. ENVIRONMENTAL PROTECTION AGENCYEQUALEQUIPMENTETCETERAEXPOSEDEXTERIOR FIN.FAFDFEFECF.F.E.FFFIXT.FL.F.R.FRTFSFT.FURR.GA.GALV.GLS.GLZ.GSMGYP.HDR.H.WD.HDWH.M.HORIZ.HT.HVACICCIN.INFO.INS.INT.IORLAM.LAV.LBS.LGLTG.MAT'L.MAX.MECH.MEPMFRMISCMINMTD.MTL.

FINISHFIRE ALARMFLOOR DRAINFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFURNISHINGS, FIXTURE, AND EQUIPMENTFINISH FLOORFIXTUREFLOORFIRE RATEDFIRE RETARDANT TREATEDFINISH SURFACE / FIRE SPRINKLERFOOT OR FEETFURRINGGAUGEGALVANIZEDGLASSGLAZINGGALVANIZED SHEET METALGYPSUM BOARDHEADERHARDWOODHARDWAREHOLLOW METALHORIZONTALHEIGHTHEATING, VENTILATING, AND AIR CONDITIONINGINTERNATIONAL CODE COUNCIL -EVALUATION SERVICEINCHESINFORMATIONINSULATIONINTERIORINSPECTOR OF RECORDLAMINATEDLAVATORYPOUNDSLAMINATED GLASSLIGHTINGMATERIALMAXIMUMMECHANICALMECHANICAL, ELECTRICAL & PLUMBINGMANUFACTURERMISCELLANEOUSMINIMUMMOUNTEDMETAL S.M.D.SMSS.O.D.S.P.D.SPECS.SPKR.SQ.S.S.S.S.D.STD.STSSTL.STOR.STRUCT.T & BTBDTEL.TEMP.THK.THRES.TJCT.OT.O.C.T.O.P.T.O.PL.TYP.U.L.UNIV.U.O.N.VVCTVF/VIV.I.F.WW/WGW/OWD.W.I.C.W.O.W.P.W.R.WT.0#C&@

SEE MECHANICAL DRAWINGSSHEET METAL SCREWSTANDOFF DISTANCESEE PLUMBING DRAWINGSSPECIFICATIONSSPRINKLERSQUARESTAINLESS STEELSEE STRUCTURAL DRAWINGSSTANDARDSELF TAPPING SCREWSTEELSTORAGESTRUCTURALTOP & BOTTOMTO BE DETERMINEDTELEPHONETEMPEREDTHICKTHRESHOLDTHE JOINT COMMISSION TOP OFTOP OF CONCRETETOP OF PLYWOODTOP OF PLATETYPICALUNDERWRITERS' LABORATORYUNIVERSITYUNLESS OTHERWISE NOTEDVOLTSVINYL COMPOSITION TILEVENDOR FURNISHED VENDOR INSTALLEDVERIFY IN FIELDWATTSWITHWALL GUARDWITHOUTWOODWOODWORK INSTITUTE OF CALIFORNIAWHERE OCCURSWEATHERPROOFWATER RESISTANTWEIGHTDIAMETERPOUND OR NUMBERCENTER LINEANDAT CITY OF LA MESA PARKING CODE CHAPTER 24.04 OF CITY OF LA MESA CODE OF ORDINANCES, APRIL 2019

EXISTING PARKING

OFF STREET PARKINGON STREET PARKINGTOTAL PROVIDED

REQUIRED (OFF STREET ) PARKING
3,152 SPACES
80 SPACES
3,232 SPACES
2,268 SPACES

24.04.050 OFF STREET PARKING REQUIREMENTS: 2 SPACES PER BED20 NET NEW BEDS 40 ADDITIONAL PARKING SPACES REQUIRED SURPLUS PARKING 964 SPACES

NEW PARKING
3,232 SPACES
REQUIRED (OFF STREET ) PARKING 2,308 SPACES
NEW SURPLUS PARKING 924 SPACES

OFF STREET PARKING
4 TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
7/14/2022 4:07:02 PM CS- G-000

COVER PAGE
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
ZONE RB-G-D ADDRESS: 5555 GROSSMONT CENTER DRIVE, LA MESA, CA 91942APN: 490-340-23-00LEGALDESCRIPTION: PARCEL 1 OF PARCEL MAP 21035 IN THE CITY OF LA MESA, COUNTY OF SAN DIEGO, STATEOF CALIFORNIASETBACKS:FRONT 15’SIDE 5’ (5’ PER STORY PLUS 4’ FOR WALLS EXCEEDING 100’-0:” LENGTH)REAR 5’ (5’ PER STORY PLUS 4’ FOR WALLS EXCEEDING 100’-0:” LENGTH)STRUCTUREHEIGHT 30'PROJECT DESCRIPTION:ADDING A TWO-STORY ADDITION TO THE EXISTING 1-STORY REHABILITATION CENTER THAT WILL ADD 16 NEURO ICU BEDS AND 16 MEDICAL SURGICAL PATIENT BEDS, AND REMODELING 18 EXISTING IN-PATIENT REHABILITATION BEDS. (A NET INCREASE OF 20 NEW PATIENT BEDS).

OWNER:SHARP HEALTHCARE8695 SPECTRUM CENTER BOULEVARDSAN DIEGO, CALIFORNIA 92123CONTRACTOR:LAYTON CONSTRUCTION COMPANY, INC.8691 RESEARCH DRIVE, SUITE 100IRVINE, CALIFORNIA 92618ARCHITECT:MASCARI WARNER DINH ARCHITECTS1717 KETTNER BLVD, SUITE 100SAN DIEGO, CALIFORNIA 92101CIVIL:LATITUDE 33 PLANNING AND ENGINEERING9968 HILBERT STREET, 2ND FLOORSAN DIEGO, CALIFORNIA 92131LANDSCAPE:WEILAND DESIGN GROUP, INC.28924 OLD TOWN FRONT STREET, SUITE 202TEMECULA, CALIFORNIA 92590STRUCTURAL:WISEMAN + ROHY STRUCTURAL ENGINEERS 9915 MIRA MESA BOULEVARD, SUITE 200SAN DIEGO, CALIFORNIA 92131MECHANICAL / PLUMBING ENGINEER:DUFOE CONSULTING ENGINEERS10680 TREENA STREET #163SAN DIEGO, CALIFORNIA 92131MECHANICAL / PLUMBING CONTRACTOR:CONTROL AIR ENTERPRISES, LLC1390 ARMOLITE DRIVESAN MARCOS, CALIFORNIA 92069ELECTRICAL/LOW VOLTAGE ENGINEER:TANNER ENGINEERING5250 JACKSON DRIVE, SUITE 200LA MESA, CALIFORNIA 91942ELECTRICAL / LOW VOLTAGE CONTRACTOR: NATIONAL ELECTRIC WORKS4440 RAINIER AVENUE, SUITE 100SAN DIEGO, CALIFORNIA 92120FIRE ALARM:JOHNSON CONTROLS3568 RUFFIN ROADSAN DIEGO, CALIFORNIA 92123FIRE SPRINKLER:A AND D FIRE7130 CONVOY STREETSAN DIEGO, CALIFORNIA 92111

PROJECT DIRECTORY VICINITY MAP SHEET INDEX
SCOPE

PARKING SUMMARY

SHARP GROSSMONT HOSPITAL
5555 GROSSMONT CENTER DRIVE LA MESA, CALIFORNIA 91942

NEUROSCIENCES CENTER
ADDING A TWO-STORY ADDITION TO THE EXISTING 1-STORY REHABILITATION CENTER THAT WILL ADD 16 NEURO ICU BEDS AND 16 MEDICAL SURGICAL PATIENT BEDS AND REMODEL 18 EXISTING IN-PATIENT REHABILITATION BEDS. THERE IS A NET INCREASE OF 20 NEW PATIENT BEDS.

PLANNING APPLICATION

ENVIRONMENTAL APPLICATION

SPECIAL PERMIT APPLICATION

ABREVIATIONS

PROJECT DATA

SYMBOLS
BUILDING AREAS:EXISTING BUILDING AREA: 37,581 SQUARE FEETDEMOLITION AREA: 6,091 SQUARE FEETEXISTING BUILDING AREA AFTER DEMOLITION: 31,490 SQUARE FEET TYPE VA (1 STORY)PROPOSED ADDITIONS: 1,618 S.F. TYPE VA (1 STORY) 17,772 S.F. YPE IIA (2 STORY)9,084 S.F. FIRST FLOOR8,688 S.F. SECOND FLOOR792 S.F. TUNNEL FOR FUTURE LINK TOTAL ADDITION AREA: 20,182 S.F.TOTAL BUILDING AREA – EXISTING + ADDITION:
51,672 SQUARE FEET
PROPOSED HEIGHT: TOP OF ROOF PARAPET: 36’-6”HOSPITAL LICENSE – BED COUNT SUMMARYLICENSED CAPACITY 524 BEDSGENERAL ACUTE CARE 448 BEDSINTENSIVE CARE 70 BEDSREHABILITATION 30 BEDSINTENSIVE CARE NEWBORN 24 BEDSPERINATAL 24 BEDSCORONARY CARE 5 BEDSUNSPECIFIED GENERAL ACUTE CARE 295 BEDSACUTE PSYCHIATRIC 46 BEDSSKILLED NURSING 30 BEDS OCCUPANT LOAD:LOAD FACTORS:INPATIENT TREATMENT: 240/SFOUTPATIENT TREATMENT: 100/SFSLEEPING AREAS: 120/SFBUILDING OCCUPANT LOAD:FIRST FLOOR: 210 OCCUPANTSSECOND FLOOR (OFFICES) 74 OCCUPANTS TOTAL: 384 OCCUPANTS

DEFERRED SUBMITTALS

1. FIRE SPRINKLERS2. FIRE ALRM
01-GENERALCS- G-000 COVER PAGECS- G-001 OVERALL CAMPUS PLANCS- G-002 ENLARGED CAMPUS PLAN04-ARCHITECTURECS- A-010 SITE DEMOLITION PLANCS- A-011 SITE RENOVATION PLANCS- A-100 EXISTING FIRST LEVEL FLOOR PLANCS- A-101 FIRST LEVEL FLOOR PLANCS- A-102 SECOND LEVEL FLOOR PLANCS- A-130 OVERALL RENOVATION ROOF PLANCS- A-201 EXTERIOR ELEVATIONSCS- A-202 EXTERIOR RENDERINGSCS- A-300 BUILDING SECTIONS02-CIVILCS- C-1 SITE PLANCS- C-2 GRADING PLAN03-LANDSCAPECS- L-100 OVERALL LANDSCAPE CONCEPT PLANCS- L-110 LANDSCAPE ENLARGEMENTS CONCEPT PLANCS- L-120 LANDSCAPE ENLARGEMENTS CONCEPT PLANCS- L-130 LANDSCAPE CONCEPT DETAILSCS- L-140 EXISTING TREE AND LANDSCAPE DEMOLITION PLANCS- L-150 PROPOSED PLANT PALETTECS- L-160 PARTIAL PLANT PALETTE05-ELECTRICALCS- E-1 SITE LIGHTING PLANGrand total: 22 ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 11/18/22BACKCHECK 2 3/24/22BACKCHECK 3 6/07/22BACKCHECK 4 7/17/22 4 4
4 2021-43 SGH Neurosciences Center Plans

Page 169 of 366 ends

SIDE YARD SETBACK
5'-0" REQUIRED
( ONE-STORY BUILDING)
(ONE-STORY

REQUIRED)
FRONT YARD SETBACK 15'-0" REQUIRED (ONE STORY BUILDING) (ONE-STORY BUILDING)
760'
-
1 3/4"
409' - 7 1/2"
224' - 1 3/4"
204' - 7 3/4"
TO EXISTING BUILDING 1' - 10"
(ONE STORY BUILDING)
SIDE YARD SETBACKS 5'-0" REQUIRED

SIDE YARD SETBACK
5'-0" REQUIRED
FRONT
YARD

SETBACK
15'-0"

REQUIRED
SID
5 E
'
-0
Y
"
A
R
R
E
D
Q

SETBACK UIRED
760'
-
1 3/4"
409' - 7 1/2"
224' - 1 3/4"
204' - 7 3/4"
TO EXISTING BUILDING 1' - 10"
(
O
N
E
S
T
O
R
Y
B
U
L
I
D
I
N
G
)
S
I
D
E
YA
R
D
S
E
T
B
A
C
K
S
5 '
-
0 "
R
E
Q
U
IR
E
D
(ONE
STORY

BUILDING)
SIDE
YARD

SETBACK
5 '-0
"

REQUIRED
TO EXISTING BUILDING 1' - 10"
(6
STORY

BUILDING)
34'
-
0"

REAR YARD

SETBACK
( 6 STORY BUILDING)
34' - 0" SIDE YARD SETBACK
(6 STORY BUILDING)
34' - 0" SIDE YARD SETBACK

SETBACK
34'
-
0"
SIDE
YARD

SETBACK
34' - 0" SIDE YARD

SETBACK
1 5'
-0"
FRONT
YARD
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
6/8/2022 2:39:10 PM CS- G-001

OVERALL CAMPUS PLAN
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
ISSUE DATEBACKCHECK 3 6/07/22
SCALE : 1" = 80'-0"OVERALL CAMPUS PLAN 1

EXISTING
6 STORY PARKING
GARAGE

EXISTING
5 STORY

GROSSMONT MEDICAL

TERRACE BUILDING
3 EXISTING
5 STORY PARKING
GARAGE

EXISTING
6 STORY

GROSSMONT MEDICAL

ARTS BUILDING
34'-0" SIDE YARD SETBACKS PER CODE REQUIREMENT:SIDE ( 5' PER STORY PLUS 4' FOR WALLS EXCEEDING 100'-0" LENGTH)6 STORY (TALLEST STRUCTURE ON LOT) X 5' PER STORY= 30' + 4' FOR WALLS EXCEEDING 100' = 34' 3 34'-0" REAR YARD SETBACKS PER CODE REQUIREMENT:REAR ( 5' PER STORY PLUS 4' FOR WALLS EXCEEDING 100'-0" LENGTH)6 STORY (TALLEST STRUCTURE ON LOT) X 5' PER STORY= 30' + 4' FOR WALLS EXCEEDING 100' = 34'

Page 170 of 366 ends

BLDG-05312-MENTAL HEALTH BUILDING, BLDG 11
CONSTRUCTION TYPE: N/A, SPRINKLEREDCLASSIFICATION: OSHPD 5 ( ACUTE CARE PSYCH ONLY)SPC: N/A, NPC: N/ABLDG-03678 - OLD ADMINISTRATION BUILDING, BLDG. 10CONSTRUCTION TYPE: N/A, SPRINKLEREDCLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 2 / NPC: 2)BLDG-03768 - WEST WING / NORTH, BLDG. 02CCONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 2 / NPC: 2BLDG-03683 - WOMENS HEALTH CENTER, BLDG. 08CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 3 / NPC: 2)BLDG-02100 - NORTH WING, BLDG. 03CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 2 / NPC: 2)BLDG-02105 - MEETING ROOM ADDITION, BLDG. 08ACONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 3 / NPC: 2)BLDG-03685 - EAST WING ADDITION, BLDG. 06ACONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 4 / NPC: 2)BLDG-02103 - EAST WING, BLDG. 06CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 4 / NPC: 2)BLDG-02829 - HEART AND VASCULAR CENTER, BLDG. 13CONSTRUCTION TYPE: TYPE I ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 5 / NPC: 4)BLDG-02830 - NEW CENTRAL PLANT, BLDG. 14CONSTRUCTION TYPE: II B, FULLY SPRINKLEREDCLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 5 / NPC: 4)BLDG-05764 - EMERGENCY GENERATOR 1, BLDG. 14ACONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (NOT A BLDG. STRUCTURE)(SPC: N/A / NPC: N/A)BLDG-05765 - EMERGENCY GENERATOR 2, BLDG. 14BCONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (NOT A BLDG. STRUCTURE)(SPC: N/A / NPC: N/A)BLDG-05510 - MRI/ ANGIO ADDITION, BLDG. 15CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 4 / NPC: 2)BLDG-02098 - EMERGENCY GENERATOR BUILDING, BLDG. 1CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 4 / NPC: 2) BLDG-05336 - ED/CCU AND ACNU BLDG., BLDG. 12CONSTRUCTION TYPE: TYPE I A, FULLY SPRINKLEREDCLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 5 / NPC: 2)BLDG-05678 - UTILITY TUNNEL, BLDG. 16CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 2 / NPC: 2)BLDG-02101 - SOUTH WING, BLDG. 04CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 2 / NPC: 2)BLDG-03767 - WEST WING - EAST, BLDG, 02BCONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 2 / NPC: 2)BLDG-02622 - MAIN ENTRY, BLDG. 09CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 4 / NPC: 2)BLDG-02099 - WEST WING - WEST, BLDG. 02ACONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 2 / NPC: 2)BLDG-02104 - PHYSICAL REHABILITATION UNIT, BLDG. 07CONSTRUCTION TYPE: VACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 4 / NPC: 2)BLDG-05368- PHYSICAL REHABILITATION ELECTRICAL TRANSFORMER VAULT BLDG 07ACONSTRUCTION TYPE: VACLASSIFICATION: OSHPD 1 (IN SERVICE) (SPC: 4S / NPC: 2) BLDG-02102 - CENTRAL PLANT AND COOLING PLANT EXPANSION, BLDG. 5CONSTRUCTION TYPE: N/ACLASSIFICATION: OSHPD 1 (IN SERVICE)(SPC: 4 / NPC: 2)(E) REFUSE ENCLOSURES TO REMAIN

SIDE YARD SETBACK
5'-0" REQUIRED
( ONE-STORY BUILDING)

FRONT YARD SETBACK
15'-0" REQUIRED
(ONE-STORY REQUIRED)

FRONT YARD SETBACK
15'-0" REQUIRED
(ONE STORY BUILDING)
SID
5 E
'-0
Y
"
A
R
R
E
D
Q

SETBACK
UIRE
D
(ON

E-STORY

BUILDING)

FRONT YARD SETBACKS
15'-0" REQUIRED
(ONE-STORY BUILDING)
760' - 1 3/4"
409' - 7 1/2"
3 224' - 1 3/4"
204' - 7 3/4"
3 TO EXISTING BUILDING
1' - 10" 3
3 (ONE
STORY

BUILDING)

SIDE YARD

SETBACKS
5'-0"

REQUIRED
(ONE STORY BU LI DING)

SIDE YARD SETBACKS
5'-0" REQUIRED
(ONE STORY BUILDING)

SIDE YARD SETBACK
5'-0" REQUIRED
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
6/8/2022 2:10:16 PM CS
-
G
-002

ENLARGED CAMPUS PLAN
2021001.10

RENEWAL
DATE

LICENSED
A

RCHITECT
C-34803

STATE OF

CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 1" = 60'-0"ENLARGED CAMPUS & COMPIANCE PLAN
1 3
3 3
3 3
ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 11/18/21BACKCHECK 2 03/24/22BACKCHECK 3 6/07/22 3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3

Page 171 of 366 ends

ECTF
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EVLT
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IRR IRR IRR
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IRR
IRR
IRR
IRR

IRR IRR

IRR IRR
IRR
IRR
IRR
IRR
IRR

IRR IRR
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WV
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DI
636.88RIM
634.38IE
SDCO
648.74RIM
AD
6TG
647.5
648.98
AD
648.84TG
DI
648.18RIM
647.56IE
DI
647.47RIM644.62IE
6 AD
643.40TG
RDRD
DI
644.85RIM643.05IE
AD
644.87TG
AD
648.52TG
LP
LP
EMH
636.87RIM
LP
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645.87RIM
LP
UP
UP
UP
UP
UP
UP
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HECIR

REHABILITATION BUILDING
BLDG 07
SPC-4/NPC-2

PHYSICAL

REHABILITATION UTILITY
VAULT-BLDG 07A
BLD-0368

MAIN ENTRY
BLDG 09
BLD-02622
SPC-4/NPC-2

NORTH WING
BLDG 03
BLD-02100
SPC-2/NPC-2
OLD

ADMINISTRATION
BUILDING-BLD 10
BLD-03678
SPC-2/NPC-2

EXISTING TYPE VA

CONSTRUCTION
(E) SURFACE

PARKING
(E)

ACCESSIBLE

SURFACE

PARKING

AREA OF EXISTING

BUILDING TO BE

DEMOLISHED
(E) PATIO TO
REMAIN

ASSUMED

PROPERTY
LINE

EXISTING

PARKING STRUCTURE

EXISTING TYPE II A

CONSTRUCTION

SPRINKLERED
1 2
4 3
33 3
2 3 (E) OUTDOOR
PATIO
3 4
5 3' - 6"
6 6
75' - 0"
EXISTING 1' - 10"

EXISTINGPROPERTY LINE

EXISTINGPROPERTY LINE
7 21' - 7"
16' - 7"
8 5
N00° 00'17" W 7.09'
N00° 16'20"W 538.71'
3 54' - 2 1/2"
4"35'
-
8 1/2"

1.SEE CIVIL SHEET C-2 FOR GRADING AND ADDITIONAL SITE RENOVATION. 3 PROPERTY LINEEXISTING BUILDING TO REMAINDEMOLISHED
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
6/8/2022 5:32:55 PM CS- A-010

SITE DEMOLITION PLAN
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 1" = 30'-0"DEMOLITION SITE PLAN 1

SITE PLAN LEGEND

GENERAL NOTES

KEYNOTES
1 EXISTING GARDEN TO BE REMOVED AND RELOCATED2 EXISTING PLANTER TO BE DEMOLISHED3 EXISTING SIDEWALK TO BE DEMOLISHED4 EXISTING LAWN AREA TE BE REMOVED5 EXISTING ELECTRICAL VAULTS TO REMAIN6 EXISTING FIRE HYDRANT TO REMAIN7 EXISTING OUTDOOR FENCE TO REMAIN8 EXISTING ABONDANED STEAM-LINE MANHOLE TO BE REMOVED ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 11/18/21BACKCHECK 3 6/07/22 3 3
3 3

Page 172 of 366 ends

FDC
VLT
BFP
AD
AD
UP
UP
UP
UP
UP
UP
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T
E
T
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E
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H
E
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L
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C
E
N
T
E
R
C
R
I
C
L
E
NTER
VE
HECIR
116.67
'
N55°09
'46
"E
N88°40'28"W 61.63'
N
0 0
°
1 6
'
2 0
"
W
5 38
7 .
1 '
N00°00'17"W

7.09'
∆=36°09'46" R=330.00' L=208.28'
∆=25°48'40"
N
0 0
°
1 6
'
20 " W
9 7
2 9
.
2'
N55°10'54"E 116.73'
S88°37'38"E

67.48'

4.98' R
D
AD
646.
96TG
116.67
'
N55°09
'46
"E
N88°40'28"W 61.63'
N
0 0
°
1 6
'
2 0
"
W
5 38
7 .
1 '
N00°00'17"W

7.09'
∆=36°09'46" R=330.00' L=208.28'
∆=25°48'40"
N
0 0
°
1 6
'
20 " W
9 7
2 9
.
2'
N55°10'54"E 116.73'
S88°37'38"E

67.48'

4.98' R
ECTF
E
C
T
F
ECTF
EVLT
WV
WV
WV
WV

ERIERIERIERI
WV
WV
W

EPB EPB
D
ERI
E
ERI
PIV
EPB
ERI
M
M
M
IRR
IRR
IRR
IRR
IRR
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IRR

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IRR
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IRR

IRR IRR
D
WV
WV
W

CENTER DRIVE

NEW TYPE II-A

CONSTRUCTION

TWO STORY

REHABILITATION BUILDING
BLDG 07
SPC-4/NPC-2

NEW TYPE VA

ONE-STORY

ADDITION

PHYSICAL

REHABILITATION UTILITY
VAULT-BLDG 07A
BLD-0368

MAIN ENTRY
BLDG 09
BLD-02622
SPC-4/NPC-2

NORTH WING
BLDG 03
BLD-02100
SPC-2/NPC-2
OLD

ADMINISTRATION
BUILDING-BLD 10
BLD-03678
SPC-2/NPC-2

EXISTING TYPE VA

CONSTRUCTION
(E) SURFACE

PARKING
(E)

ACCESSIBLE

SURFACE

PARKING
17'
- 11"
12'
-
4"

EXISTING
FENCE

EXISTINGPROPERTY LINE

ASSUMED

PROPERTY
LINE

ASSUMEDPROPERTYLINE

EXISTING

PARKING STRUCTURE

EXISTING TYPE II A

CONSTRUCTION

SPRINKLERED
3 0
'
-
1 "
1 1
1 (E) PATIO TO
REMAIN
10'
- 9"

OUTDOOR
PATIO
5 2
19' - 7"
3 3
3 4

PARKING STRUCTUREENTRANCE
6 33' - 8"
7 6
7 8
9 9
9 9
N88° 40'28" W 61.63'
N00° 16'20"W 538.71' EXISTING 54' - 2 1/2"
10 75' - 0"
9' - 6"
31' - 8"
35'
-
8"
EXISTING 1' - 10"
10' - 2"
9' - 7"
3' - 6"
30'
- 5"
3' - 6"
21' - 7"
4 29' - 9"

1.SEE CIVIL SHEET C-2 FOR GRADING AND ADDITIONAL SITE RENOVATION.

PROPERTY LINEEXISTING BUILDING TO REMAINFIRE LANENEW ADDITION TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
7/14/2022 2:00:42 PM CS- A-011

SITE RENOVATION PLAN
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 1" = 30'-0"OVERALL RENOVATION SITE PLAN 1

SITE PLAN LEGEND

GENERAL NOTES

KEYNOTES
1 (N) 3'-0" MAX TALL PLANTER WALL, FOR DETAILS REFER TO

LANDSCAPE DRAWINGS
2 (N) ACCESSIBLE RAMPS3 (N) 6' PRIVACY FENCE PER LANDSCAPE4 (N) GREEN VEGETATION WALL, FOR DETAILS REFER TO

LANDSCAPE DRAWINGS
5 (N) OUTDOOR SEATING BENCHES, REFER TO LANDSCAPE

DRAWINGS FOR DETAILS
6 (N) EXTERIOR HORIZONTAL "EYE-BROW" & "HALO", FOR

MATERIAL PLEASE REFER TO EXTERIOR ELEVATIONS
7 (N) BUILDING SIGNAGE PLEASE REFER TO EXTERIOR

ELEVATIONS FOR MATERIAL & SIZE
8 (N) LOW PLANTER FOR DETAILS REFER TO LANDSCAPE

DRAWINGS
9 (N) EXTERIOR STAIRS FOR DETAILS AND FINISH REFER
TO LANDCAPE DRAWINGS ISSUE DATE 1ST SUBMITTAL 11/12/21
BACKCHECK 1 11/18/22BACKCHECK 3 6/07/22BACKCHECK 4 7/17/22 10 (E) FENCE TO BE REMOVED AND REINSTALLED UPON

COMPLETION OF CONSTRUCTION
4

Page 173 of 366 ends

3 21
456789
101112131415
A B C D E E.4 F G H J K

ROSE GARDEN
1 PATIENT
ROOM
P-157

ISOLATION
ROOM
P-156

ISOLATION
ROOM
P-155

PATIENT
ROOM
P-154
SHOWER
PR 1462
SOILED
HOLD
PR 1458
CLEAN

LINEN &

UTILITY
PR 1457 4 BED

PATIENT
ROOM
P 149 PATIENT
ROOM
P 147

PATIENT
ROOM
P 145

PATIENT
ROOM
P 143

PATIENT
ROOM
P 141

BREAKROOM
NURSE
LOUNGE
PR 1469
SHOWER
PR 1468
NURSE

LIBRARY /

CONFERENCE
ROOM
P 151
OFFICE
PR 1418
SPEECH

THERAPY
PR 1417
SPEECH

OBSERVATION
PR 1416
SPEECH

THERAPY
PR 1473

WOODWORKING
PR 1474

SPLINTING
& STORAGE
PR 1475
AUDIO

STORAGE
PR 1476

TREATMENT
SPEACH

THERAPY
P 1404
OFFICE

CLERICAL
OFFICE
PR 1424

OFFICE BUS

SERV LEAD
PR 1403

OFFICE OT
LEADS
PR 1423
OFFICE
PR 1419
OFFICE
PR 1420
OFFICE
PR 1422
OFFICE
PR 1423
OFFICE
PR 1424

CONFERENCE
PR 1425
2 BED

PATIENT RM
PR 1426
2 BED

PATIENT RM
PR 1427
2 BED

PATIENT RM
P-165
2 BED

PATIENT RM
P-164
2 BED

PATIENT RM
P-163
2 BED

PATIENT RM
P-161
TOILET
PR 1432
1 BED

PATIENT
ROOM
P-160
STAFF
LOUNGE
PR 1434
OFFICE
PR 1435
SHOWER
PR 1436
Room
PR 1438

DRESSING
ROOM
PR 1445

DRESSING
ROOM
PR 1443

TREATMENT
PR 1441
OFFICE

THERAPY
PR 1442

STORAGE
PR 1443
M. TOILET
PR 1444 W. TOILET
PR 1445

BREAKROOM
LOUNGE
PR 1430

IT ROOM
PR 1447

STORAGE
PR 1448
OFFICE
PR 1449 OFFICE
PR 1450
Room
PR 1452
Room
PR 1453
Room
PR 1454

POOL ROOM
PR 1455

UTIL-DIRTY
PR 1450

STORAGE
PR 1149
REC

THERAPY
PR 1442C

PRIMARY

CIRCULATION
PR 1442D
ALCOVE
PR 1442F

WOODWORKING
PR 1442G

CAFETERIA
DINING
AREA
PR 1472
PUBLIC
TOILET
PR 1415

TRAINING
TOILET
PR 1414

DRESSING &

BEDMAKING
PR 1412

JANITOR
PR 1412 A
OFFICE
PR 1411
OFFICE

CLEAN INFO
PR 1410

THERAPIST
PR 1409

MECHANICAL
ROOM
P 1405
JC
PR1439a

FILE ROOM
FILE

STORAGE
PR 1431

PATIENT
ROOM
P 148

KITCHEN
OCC

THERAPY
PR 1439

RECEPTION
AREA
PR 1440

FITNESS &

EXERCISE
AREA
PR 1446
NURSE

STATION
PR 1459
M. TOILET
PR 1460
W. TOILET
PR 1461
Room
PR 1463

FITNESS

RECREATION
AREA
PR 1464

WAITING
AREA
PR 1466
JAN.

PR 1467
TOILET
PR 1470
JAN.

PR 1477
TOILET
PR 1478
TOILET
PR 1479
TOILET
PR 1480
CLO.

PR 1481
TOILET
PR 1482
TOILET
PR 1483
TOILET
PR 1484
TOILET
PR 1485
TOILET
PR 1486
TOILET
PR 1487
TOILET
P 149A
TOILET
P 148A
TOILET
P 147A
TOILET
P 145A
TOILET
P 143A
TOILET
P 141B

ELECTRICAL
ROOM
PR 1467
(E) PATIO

MECHANICAL
ROOM
PR 1489
OFFICE
P 141C
02 STO.

P 141D
AREA OF WORKBUILDING ADDITION
PP

FITNESS

EXERCISE
AREA
PR 1465
WALL

DEMO EXISTING
DOORAPPROX. LIMIT OF DEMO WORK
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
5/26/2022 3:43:47 PM CS- A-100

EXISTING FIRST LEVEL

FLOOR PLAN
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 3/32" = 1'-0"DEMO FIRST LEVEL FLOOR PLAN 1

DEMOLITION LEGEND
ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 02/11/22

Page 174 of 366 ends

UP
E
E
SR
cb
BC
cb
SR
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9.2 M
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8' - 2"
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PATIENT RM
P121
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PATIENT RM
P117

ICU ROOM
CC101
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UTILITY
R136

PATIENT

BATHING
TOILET
R139

PATIENT

BATHING

TRAINING
TOILET
R138

EQUIPMENT

STORAGE
R137
2 BED

PATIENT RM
R107
1 BED

PATIENT RM
R106
1 BED

PATIENT RM
R104
1 BED

PATIENT RM
R102
ELEV.
103
1 BED

PATIENT RM
R111

PATIENT
TOILET
R110
2 BED

PATIENT RM
R113

PATIENT
TOILET
R112
2 BED

PATIENT RM
R115

PATIENT
TOILET
R114
2 BED

PATIENT RM
R117

PATIENT
TOILET
R116
2 BED

PATIENT RM
R119

PATIENT
TOILET
R118
2 BED

PATIENT RM
R121

PATIENT
TOILET
R120
2 BED

PATIENT RM
R123

PATIENT
TOILET
R122
1 BED

PATIENT RM
P102
PAT. TLT.

P101
1 BED

PATIENT RM
P103
PAT. TLT.

P106
1 BED

PATIENT RM
P105
1 BED

PATIENT RM
P107

PATIENT
TOILET
P108

ANTE ROOM
P109

AIRBORNE

INFECTION

ISOLATION
ROOM
P110
ACC.PAT.

TLT
P111
PAT. TLT
P114
1 BED

PATIENT RM
P115
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P116
PAT. TLT
P118
PAT. TLT
P120
1 BED

PATIENT RM
P119
1 BED

ACCESSIBLE

PATIENT RM
P123
PAT. TLT.

P122
1 BED

PATIENT RM
P125
PAT. TLT
P126
PAT. TLT.

P128
1 BED

PATIENT RM
P127
1 BED

PATIENT RM
P129
PAT. TLT.

P130
1 BED

PATIENT RM
P131
1 BED

PATIENT RM
P133

ICU STAFF
LOUNGE
CC105

ICU ROOM
CC103

ICU ROOM
CC102
SOILED

UTILITY
P149

MEDICATION
P148

ALL-GENDER

ACCESSIBLE
STAFF TLT.

P147
STAFF
LOUNGE
P146

PHYSICIAN

DICTATION
P144
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OFFICE

HOTELING
T101

NOURISHMENT
P143

ALL-GENDER

ACCESSIBLE

STAFF TLT
P141

ALL-GENDER

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STAFF TLT.

T103

ALL-GENDER

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TLT.

T104
OPEN
OFFICE

HOTELING
T105

ALL-GENDER

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T106

ACCESSIBLE

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BATHING
P138

JANITOR
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STORAGE
T107
SPEECH
T108
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TREATMENT
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OT KITCHEN
TUB
SHOWER
ROOM
T111
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CC109

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STORAGE
CC108 ICU SHARED OFFICE
CC110
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GENDER

ACCESSIBLE
STAFF
TOILET
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LOUNGE
T114
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CC107 JANITOR CC106

MEDICATION
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R133

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TOILET
R130

EQUIPMENT

STORAGE
T116
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R128

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R100A

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ROOM
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P137

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TOILET
R101

PATIENT
TOILET
R103

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TOILET
R105

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TOILET
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P142
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DICTATION
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ICU ROOM
CC128

ICU ROOM
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CC126

ICU ROOM
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ICU ROOM
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ANTE ROOM
CC135

WHEELCHAIR
GURNEY
ALCOVE
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EQUIPMENT

STORAGE
CC119

JANITOR
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UTILITY
CC122
ALL
GENDER

ADA STAFF
TOILET
CC123
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CONSULT
CC141

WHEELCHAIR
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ALCOVE
CC121

ELECTRICAL
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100

RECEPTION
101

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CC104

CORRIDOR
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CC129

ALL-GENDER

ACCESSIBLE
STAFF
TOILET
CC118

ELEVATOR

VESTIBULE
102
STAIR #1
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OFFICE
P152

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P100A

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8' - 2"
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2' - 6"
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ELECTRICAL

TRANSFORMER
VAULT
233

TUNNELBELOW

ENTRANCECANOPY
CS-A-201
4 CS-A-201
2 1
CS-A-201
3 CS-A-201
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
5/26/2022 3:44:10 PM CS
-
A
-101

FIRST LEVEL FLOOR PLAN
2021001.10

RENEWAL
DATE

LICENSED
A

RCHITECT
C-34803

STATE OF

CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 3/32" = 1'-0"Level 1 RENOVATION FLOOR PLAN
1 ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 02/11/22

Page 175 of 366 ends

3 '
-751
/
6"
4'
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Y1
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2 CS- A-201

ADA MALE
STAFF
TOILET
229
ADA
FEMALE
STAFF
TOILET
228

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ROOM
225

CONFERENCE
ROOM
224

MECHANICAL
223

CONFERENCE
ROOM
222
COPY /

SUPPLIES
221
STAFF
LOUNGE
220

CONFERENCE
208

CONFERENCE
209

MANAGER
OFFICE
211

MANAGER
OFFICE
212

MANAGER
OFFICE
213

PROGRAM
COORD.

OFFICE
214
SHARED
OFFICE
216
OFFICE
217
OFFICE
218
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219
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207
STAIR #1
205
STAIR #2
206

ELEVATOR

MACHINE
ROOM
230
OPEN
OFFICE
226
ELEV.
203
5'
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0"
46' - 10 7/8"
9' - 0" 5' - 6" 9' - 0" 12' - 2"
2ND LEVEL
LOBBY
201

CIRCULATION
215

89. 63
°
230
229
226
225
224222
221
220
217
216
218 219
214
213
212
211
210
209
208
215
207

JANITOR
227
228
227
R
31 '
-
5 3/32
"

ADA MALE
STAFF
TOILET
229
ADA
FEMALE
STAFF
TOILET
228

TELECOM
ROOM
225

CONFERENCE
ROOM
224

MECHANICAL
223

CONFERENCE
ROOM
222
COPY /

SUPPLIES
221
STAFF
LOUNGE
220

DIRECTOR
OFFICE
210

MANAGER
OFFICE
211

MANAGER
OFFICE
212

MANAGER
OFFICE
213

PROGRAM
COORD.

OFFICE
214
SHARED
OFFICE
216
OFFICE
217
OFFICE
218
OFFICE
219
MED. GAS
EQUIP. RM
207
STAIR #1
205
STAIR #2
206

ELEVATOR

MACHINE
ROOM
230
OPEN
OFFICE
226
ELEV.
203
2ND LEVEL
LOBBY
201

CIRCULATION
215

JANITOR
227
A-606 -
17 OPEN TO BELOW
A-231
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
5/26/2022 3:44:16 PM CS- A-102

SECOND LEVEL FLOOR
PLAN
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 3/32" = 1'-0"LEVEL 2 RENOVATION FLOOR PLAN 1
ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 02/11/22

Page 176 of 366 ends

UP
M.8
Y2
Y3
Y4
Y5
K.7 P

7.8 5.4 5.46.5 6.5
Y.7
K.1 K.5 L.2 L.3 L.5

2.80.9 Q
R
Y1
Y6
N8
S
321
4 45 56 67 789
10 1011 1112 1213 1314 1415 15
A B C D E E.4 F G H J K L

9.2 9.2
M N
11' - 0"

ROOF HATCHELEVATORRELIEF VENT

NEW ROOF
ABOVE 2-STORY ADDITION

NEW ROOF

OVER EXISTING
1-STORY BUILDING

NEW ROOF
ABOVE
1-STORY ADDITION

PARAPET WALL
PARAPET WALL 48" ABOVE DECKTO SERVE AS MECHANICALSCREENING 1:4
1:2
1:2
1:2
1:2
1:2
1:2
1:2
1:4
36' - 6" T.O.PARAPET

CANTILEVEROVERHANG

EXISTSING

ELECTRICAL
ROOMDA

EXISTING

ELECTRICAL
CLOSET
2%
2%
2%

EXISTING ROOFTO REMAIN

EXISTING MANSARD ROOF

TO REMAIN

EXISTING ROOFTO REMAIN

EXISTING MANSARDROOF TO REMAIN

SEISMICJOINT PER

EXISTING OUTDOOR
PATIO
APROX. BUILDINGSIGNAGE
1 1
1 2
1 1
1 2
2 3
3 3
3 4
4 3
29' - 1"
EXISTING ROOF +71" ABOVE DECK TO SERVE AS MECHANICAL EQUIPMENT SCREEN
36' - 9 1/2"
EXISTING ROOF +71" ABOVE DECK TO SERVE AS MECHANICAL EQUIPMENT SCREEN
EXISTING ROOF +71" ABOVE DECKTO SERVE AS MECHANICALEQUIPMENT SCREEN 2%
2%
36' - 6"
T.O. PARAPET
PARAPET WALL + 48" ABOVE DECKTO SERVE AS MECHANICAL EQUIPMENTSCREENING 22' - 4 15/16"
MANSARD ROOFHIGH POINT +71"
MANSARD ROOFHIGH POINT +71"
MANSARD ROOFHIGH POINT +71"
4 4
23' - 6 1/2"
21' - 10 1/4"
32' - 4 1/4"
3 3
5 3
4 4
4 4
4 4
4 1
3 3
3 3
4 4
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
6/9/2022 9:02:03 AM CS- A-130

OVERALL RENOVATION

ROOF PLAN
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 3/32" = 1'-0"OVERALL RENNOVATION ROOF PLAN 1

KEYNOTES
1 (N) MECHANICAL AHU2 (E) SKYLIGHTS TO BE PATCHED AND REPAIR AS NEEDED3 ROOF DRAINS4 (N) MECHANICAL EQUIPMENT ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 11/18/21
5 (N) WALKING PADS

Page 177 of 366 ends

Level 1
0' - 0"
Level 2
15' - 0"
Y.7 Y6 Y5 Y4 Y3 Y2 Y1
T.O. (N) Parapet
36' - 6"
1 4 2
GL1
TYP
GL4
TYP
GL3
TYP
GL3
TYP
GL3
TYP
M1
TYP
GL2
TYP
M1
TYP
CP1 GL2 CP1
6 8
9 2 4
TYP
GL2
681.37'

FINISHED GRADE
MAX 3'-0"HEIGHT PLANTER WALL
T.O. PLATE

FROM HIGHEST FINISH GRADE
34' - 5" HEIGHT
1 12
52' - 0"
18 16' - 0"
27' - 0"
647.00'
19 GL1-S
2' - 10"
5' - 9"

FINISHED FLOOR ELEVATION
TYP 647.00'
M1

MAXIMUM HEIGHT
Level 1
0' - 0"
Level 2
15' - 0"
ROOF
22' - 2"
L K J H G F E.4 E D C B A

EXISTING
TUNNEL
T.O. (N) Parapet
36' - 6"
CP1 CP1
TYP
CP1 5 3 GL4 5
TYP
GL2

EXISTING BUILDING

NEW ADDITION
2 10 3 3 2 12 2 3
19 19
P1 20
681.37'

FINISHED GRADE
T.O. PLATE
647.00'
FROM AVG. GRADE
34' - 5" HEIGHT

FINISHED FLOOR
647.00' ELEVATION

ANGLED VIEW

NEW ADDITION

MAXIMUM HEIGHT
Level 1
0' - 0"
Level 2
15' - 0"
ROOF
22' - 2"

0.9 1 2 3 4 5 6 7 7.8 8 10 11 12 13 14 15

EXISTING BUILDING NEW ADDITION
5 EXISTING BUILDING
CP1
TYP
GL4
7 10 4 11 14 13 14 14 14 14 14
TYP
13 14 13 GL4 13 13 13 14
TYP
P1 20
681.37'

FINISHED GRADE
T.O. PLATE
647.00'
F
R
O
M
AV
G
.

G
R
A
D
E
3 4
'
-
5 "
H
E
G
I
H
T
FINISHED FLOOR ELEVATION 647.00'

MAXIMUM HEIGHT
Level 1
0' - 0"
Level 2
15' - 0"
B C D E E.4 F G H J K L M N P

EXISTING BUILDINGS
T.O. (N) Parapet
36' - 6"

NEW ADDITION
CP1
TYP
GL4
TYP
GL2
TYP
14 13 14 14 5 14 10 15 15 4 GL3 10
10 CP1
TYP
2 GL4
10 TYP
20 20 P1
TYP
P1
681.37'

HIGHEST FINISHED GRADE
T.O. PLATE
647.00'

FINISHED FLOOR ELEVATION
647.00'

MAXIMUM HEIGHT
F
R
O
M
AV
G
.

G
R
A
D
E
3 4
'
-
5 "
INSULATED METAL PANELGRAY SPARKLE # UC125548

CLEAR - INSULATED LOW-E GLASS

AZURIA GLASS
EXTERIOR CEMENT PLASTERSTO COLOR # 16002

EXTERIOR GRAY COLORED EXPANSION JOINTCONTROL JOINT

SOLARBLUE GLASS - SPANDREL GLASS
M1
CP1
GL1GL2
GL-3
GL-4 FRIT GLASS
EXTERIOR PAINT ROOF FASCIA AND GUTTERGRAYISH # SW6001
P1

GRAY SPANDREL - INSULATED

LOW-E GLASS
GL1-S
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
7/14/2022 2:16:00 PM CS- A-201

EXTERIOR ELEVATIONS
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 1/16" = 1'-0"SOUTHWEST 2SCALE : 1/16" = 1'-0"SOUTHEAST 1SCALE : 1/16" = 1'-0"NORTHEAST 3SCALE : 1/16" = 1'-0"NORTHWEST 4

KEYNOTES

ELEVATION LEGEND
1234
ALUMINUM CURTAIN WALL SYSTEM. FINISH COLOR: GRAY SPARKLE # UC125548 ALUMINUM STOREFRONT WINDOW, FACTORY FINISH CLEAR ANODOIZE EXPANSION JOINTCONTROL JOINT 0 GENERAL NOTES
PARAPET WALL HEIGHT IS TALL ENOUGH TO SERVE AS ROOF SCREEN. MECHANICAL EQUIPMENT IS NOT VISIBLE FROM GRADE 5 EXISTING ROOF TO REMAIN6 3'-0" (MAX) TALL CONCRETE PLANTER WALL. REFER TO LANDSCAPE DWGS.7 EXISTING ADDITION BEYOND 89 MAIN ENTRY. AUTOMATIC SLIDING GLASS DOUBLE DOORS. CLEAR GLASS PANELS WITH ALUMINUM

FRAME AND FACTORY FINISH CLEAR ANODOZIDED
10 HOLLOW METAL DOOR WITH ALUMINUM DOOR FRAME, FACTORY FINISH CLEAR ANODOIZE.11 GLASS DOUBLE DOOR WITH ALUMINUM DOOR FRAME , FACTORY FINISH CLEAR ANODOIZE12 EXISTING EXTERIOR WALL TO BE PATCHED REPAIRED AND REPAINTED WITH STO COLOR # 16002 13 EXISTING HOLLOW METAL SLIDERS TO REMAIN.14 EXISTING EXTERIOR STUCCO TO BE REPAINTED TO STO COLOR # 16002 15 EXISTING EXTERIOR BRONZE COLOR STORE-FRONT SYSTEM TO REMAIN16 EXISTING EXTERIOR BRONZE COLOR SLOPED STORE-FRONT SYSTEM AT WEST ENTRANCE TO REMAIN EXTERIOR SIGN (122 S.F.): INTERNALLY ILLUMINATED (WHITE LED) CHANNEL LETTERS WITH ALUMINUM RETURNS PAINTED TO MATCH EXTERIOR METAL PANELS AT BUILDING FACE. LETTER FACES TO BE WHITE ACRYLIC WITH SURFACE APPLIED TRANSLUCENT/PERFORATED VINYL COLOR OVERLAYS. 17 NOT USED.18 'LIVING WALL' WITH GREEN-SCREEN STRUCTURE19 ALUMINUM COPING. FINISH TO MATCH STOREFRONT FRAMES20 EXISTING ROOF FASCIA AND GUTTER TO BE REPAINTED 'SHARP' SIGN: INTERNALLY ILLUMINATED (WHITE LED) CHANNEL LETTERS. LETTER PLEX FACES TO BE WHITE ACRYLIC WITH SURFACE APPLIED TRANSLUCENT VINYL WITH WHITE TRIM CAP AND RETURNS. RETURNS PAINTED TO MATCH VINYL FACE. FACE COLOR: 230-97 DELF BLUE WITH WHITE INLINE.-TOP BAR: FACE TO BE 230-25 'SUNFLOWER' WITH YELLOW TRIM CAP AND RETURNS TO MATCH.

ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 11/18/22BACKCHECK 2 3/24/22

Page 178 of 366 ends

TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
3/24/2022 5:53:15 PM CS
-
A
-202

EXTERIOR RENDERINGS
2021001.10

RENEWAL
DATE

LICENSED
A

RCHITECT
C-34803

STATE OF

CALIFORNIA
Thai Ba Dinh
12/23
ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 02/11/22

Page 179 of 366 ends

Level 1
0' - 0"
CLEAN
HOLD
CC115

OT KITCHEN
TUB
SHOWER
ROOM
T111
EXAM

TREATMENT
T112
EXAM

TREATMENT
T113
STAFF
LOUNGE
T114

PHYSICAN
OFFICE
T115

EQUIPMENT

STORAGE
R129

HALLWAY
R100A
2 BED

PATIENT RM
R119
2 BED

PATIENT RM
R119
T.O. (N) Parapet
36' - 6"
22' - 7 1/2"
T.O. (E) PARAPET
5 '
-
2 1
2 /
"
681.37'

TO PLATE

MAXIMUM HEIGH

FINISH GRADE
647.00'

FINISH FLOOR
647.00' ELEVATION
Level 1
0' - 0"
Level 2
15' - 0"

WHEELCHAIR
GURNEY
ALCOVE
CC136

ANTE ROOM
CC135

HALLWAY
CC129

ICU ROOM
CC130

ELECTRICAL
107
MED. GAS
EQUIP. RM
207
SHARED
OFFICE
216
OFFICE
217

CIRCULATION
215
OPEN
OFFICE
226
COPY /

SUPPLIES
221
T.O. (N) Parapet
36' - 6"
681.37'

FINISHED FLOOR ELEVATION
T.O. PLATE

FINISH GRADE
646.95'

MAXIMUM HEIGHT
647.00'
Level 1
0' - 0"
2 BED

PATIENT RM
R107

PATIENT
TOILET
R108

HALLWAY
R100A
2 BED

PATIENT RM
R113

PATIENT
TOILET
R112
2 BED

PATIENT RM
R115

PATIENT
TOILET
R114
2 BED

PATIENT RM
R117

PATIENT
TOILET
R116
2 BED

PATIENT RM
R119

PATIENT
TOILET
R118
2 BED

PATIENT RM
R121

PATIENT
TOILET
R120
2 BED

PATIENT RM
R123

PATIENT
TOILET
R122

HALLWAY
R100A

HALLWAY
P100A

AIRBORNE

INFECTION

ISOLATION
ROOM
P110
1 BED

PATIENT RM
P113
1 BED

PATIENT RM
P113
21' - 11"
T.O. (E) PARAPET

FINISHED GRADE
647.00'

FINISH FLOOR
647.00' ELEVATION
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
5/26/2022 3:45:41 PM CS- A-300

BUILDING SECTIONS
2021001.10

RENEWAL
DATE

LICENSED ARCHITECT
C-34803

STATE OF CALIFORNIA
Thai Ba Dinh
12/23
SCALE : 1/8" = 1'-0"EAST / WEST SECTION A 1SCALE : 1/8" = 1'-0"EAST / WEST SECTION B 2SCALE : 1/8" = 1'-0"NORTH / SOUTH SECTION 3

EXISTING ROOF TO SERVE

AS MECHANICAL EQUIPMENT
SCREEN
ISSUE DATE1ST SUBMITTAL 11/12/21BACKCHECK 1 02/11/22BACKCHECK 2 03/24/22

Page 180 of 366 ends

W
RD
RD TITLE PROJECT NO. KEY PLAN NEUROSCIENCES CENTER 5555 GROSSMONT CENTER DR. LA MESA, CA 91942 2021001.10 Owner 1ISSUE DATE 1ST SUBMITTAL 11/12/21 BACKCHECK 1 02/11/22 RENEWAL DATE LICENSED ARCHITECTC-34803 STATE OF CALIFORNIAThai Ba Dinh 12/23 BACKCHECK 2 03/24/22 BACKCHECK 3 05/26/22 Page 181 of 366 W
RD
RD TITLE PROJECT NO. KEY PLAN NEUROSCIENCES CENTER 5555 GROSSMONT CENTER DR. LA MESA, CA 91942 2021001.10 Owner 1ISSUE DATE 1ST SUBMITTAL 11/12/21 BACKCHECK 1 02/11/22 RENEWAL DATE LICENSED ARCHITECTC-34803 STATE OF CALIFORNIAThai Ba Dinh 12/23 BACKCHECK 2 03/24/22 Page 182 of 366 RD
E
E

EXISTING REHAB CENTER

PARKING

STRUCTURE

BEHAVIORAL
HEALTH
BLDG

ADMINISTRATION
BLDG

NORTH WING
BLDG
MAIN
ENTRY
BLDG
NEW

ADDITION
NEW 2-STORY

EXTENSION & ENTRY
RAMP

CENTER DRIVE
RD
E
E

EXISTING REHAB CENTER

PARKING

STRUCTURE

BEHAVIORAL
HEALTH
BLDG

ADMINISTRATION
BLDG

NORTH WING
BLDG
MAIN
ENTRY
BLDG
NEW

ADDITION
NEW 2-STORY

EXTENSION & ENTRY
RAMP

CENTER DRIVE CENTER DRIVE
0 SCALE - 1" = 20'-0"
10' 20' 40' 60'
NORTH
19 21
L-100

OVERALL LANDSCAPE

CONCEPT PLAN
WATER CONSERVATION NOTE:

ALL COMMON LANDSCAPE AREAS HAVE BEEN

DESIGNED TO MAXIMIZE WATER USE

EFFICIENCY THROUGH THE LIMITATION OF

TURF TO ACTIVE USE AREAS, THE USE OF

DROUGHT TOLERANT AND NATIVE PLANTS AND

THE USE OF AN AUTOMATIC IRRIGATION

SYSTEM WHICH UTILIZES AN AUTOMATIC RAIN
SHUTOFF DEVICE AND ET SENSOR.

LANDSCAPE NOTES:

1. AT LEAST (1) TREE SHALL BE PROVIDED
FOR EVERY 500 SQ. FT. OF LANDSCAPE
AREA.

2. A 2" MULCH LAYER SHALL BE USED IN ALL
TREE AND SHRUB PLANTING AREAS.

NON-LIVING GROUNDCOVER SHALL NOT
COVER MORE THAN 50% OF ANY
LANDSCAPE AREA.

3. PROPOSED TURF AREAS DO NOT EXCEED
MORE THAN 30% OF THE PROJECT AREA,
OR ARE LESS THAN 10' WIDE AND ON
SLOPES 3:1 OR LESS.

FINAL LANDSCAPE APPROVAL:

UPON COMPLETION OF THE LANDSCAPE AND IRRIGATION

INSTALLATION, THE DEVELOPER, CONTRACTOR OR LANDSCAPE

ARCHITECT SHALL SUBMIT A LETTER TO THE COMMUNITY

DEVELOPMENT DEPARTMENT STATING THAT ALL LANDSCAPING,

IRRIGATION, DRAINAGE AND HARDSCAPE (AS A PART OF THE

APPROVED LANDSCAPE PLANS) WAS INSTALLED ACCORDING TO

CITY STANDARDS AND PER THE SPECIFICATIONS AND DETAILS OF THE APPROVED LANDSCAPE PLANS.

THIS LETTER SHALL ALSO STATE ANY SIGNIFICANT CHANGES TO

EITHER THE PLANTING OR IRRIGATION PLANS WHICH WERE MADE DURING LANDSCAPE INSTALLATION.

RECEIPT OF THIS LETTER AND FINAL INSPECTION BY THE

DEPARTMENT SHALL BE REQUIRED PRIOR TO FINAL OCCUPANCY
BEING GRANDTED FOR THE PROJECT.

PLANTING NOTE:

ALL PROPOSED PLANT MATERIAL WILL BE

DROUGHT TOLERANT AND OR MEDIUM TO LOW
WATER USE.

IRRIGATION NOTE:

ALL LANDSCAPE AREAS WILL BE CONTROLLED BY

AN AUTOMATIC IRRIGATION CONTROLLER WITH

AUTOMATIC RAIN SHUT OFF DEVICE AND ET
SENSOR.

CONCEPTUAL PLAN LEGEND

1. EXISTING PLANTER WITH KIOSK SIGN

2. NEW STAIRS W/ HANDRAILS

3. EXISTING LIGHT ON CONCRETE PAD / DIRECTIONAL SIGN

4. BENCHES ON CONCRETE PADS

5. EXISTING WALKWAY

6. NEW WALK CONNECTION TO EXISTING WALKWAY

7. STAMPED CONCRETE "WOOD" BOARDWALK PATH

8. SYNTHETIC TURF AREA

9. EXISTING TREES TO REMAIN

10. PROPOSED PLAZA SEATING

11. POURED-IN-PLACE PLANTER WALLS

12. PARASOLEIL PANELS

13. UPDATED PATIO - COLOR STAIN / SANDBLAST FINISH

14. POURED-IN-PLACE PLANTER WALLS WITH MEMORIAL PLAQUES (16)

15. EXISTING MAILBOX TO REMAIN

16. BANDING & SAWCUT JOINTS

17. SIGN / LIVING WALL

18. EXISTING TRANSFORMERS TO REMAIN

19. EXISTING LAWN

20. NORTH BLDG. ADDITION

21. EXISTING COVERED WALK

22. FLOWERING ACCENT TREE

23. LANDSCAPE DRAINS PER CIVIL PLANS

24. D.G. SWALE/PATH W/ ROCKS

25. PROPOSED STAIRS W/ HANDRAILS

26. ACCESSIBLE RAMP W/ HANDRAILS

27. PROPOSED STORM DRAIN SYSTEM PER CIVIL PLANS

28. UNDERGROUND WATER QUALITY/ WETLANDS-MOD PER CIVIL PLANS

29. ENHANCED PAVING BENEATH SHADE STRUCTURE

30. EXISTING IRRIGATION METER & BACKFLOW PREVENTER

31. EXISTING RETAINING WALL

32. EXISTING ROSE GARDEN

CANOPY ACCENT TREES - (EXISTING)

FICUS MICROCARPA
EUCALYPTUS SPP.

ACCENT TREES - (24" BOX MIN.)

ARBUTUS MARINA

BAUHINIA VARIEGATA
CHITALPA T. 'PINK DAWN'

CITRUS LIMON
THEME TREES - (15 GAL. - 24" BOX)

EUCALYPTUS SIDEROXYLON

EUCALYPTUS CITRIODORA

JACARANDA MIMOSIFOLIA

BOTANICAL NAME COMMON NAME

RED FLOWERING GUM

LEMON SCENTED GUM

JACARANDA

BOTANICAL NAME COMMON NAME

STRAWBERRY TREE

ORCHID TREE

CHITALPA

MEYER LEMON

BOTANICAL NAME COMMON NAME

INDIAN LAURAL

GUM TREES
SHRUBS / VINES / GROUNDCOVER (APPROX. #)
(20% 15 gal, 40% 5 gal, 40% 1 gal. min, with flatted
groundcover) such as:

BOTANICAL NAME
BACKGROUND SHRUBS (5-15 GAL.):

AGAVE ATTENUATA

BAMBUSA 'GOLDEN GODDESS'

DODONEA VISCOSA
PHORMIUM SPP.

PRUNUS C. 'COMPACTA'

SALVIA LEUCANTHA
WESTRINGIA R. 'MORNING LIGHT'

XYLOSMA CONGESTUM
FOREGROUND SHRUBS (1-5 GAL.):

CALLISTEMON V. 'LITTLE JOHN'

CISTUS PURPUREUS

DIETES 'LEMON DROP'
LAVANDULA S. 'OTTO QUAST'
MYRTUS C. 'COMPACTA'
ROSA SPP.

ROSMARINUS P. 'IRENE'
ACCENT SHRUBS (1-5 GAL.):

ALOE STRIATA

ANIGOZANTHOS FLAVIDUS

CAREX SPISSA

LIRIOPE MUSCARI

MUHLENBERGIA RIGENS

SANTOLINA CHAMAECYPARISSUS

TRACHELOSPERMUN JASMINOIDES
GROUNDCOVER SHRUBS (1 GAL.):

BACCHARIS 'PIGEON POINT'

DYMONDIA MARGARITAE

MYOPORUM PUTA CREEK

SALVIA GREGGII

SENECIO SERPENS

STIPA PULCHRA
VINES: (5 GAL.):

CALIANDRA TWEEDII

CLYTOSTOMA CALLISTEGIOIDES
ROSA B. 'LUTUEA'

COMMON NAME

FOXTAIL AGAVE
BAMBOO VAR.

HOPSEED BUSH
FLAX

CAROLINA LAUREL CHERRY

MEXICAN SAGE

COASTAL ROSEMARY

SHINY XYLOSMA
CALLISTEM0N

ORCHID ROCKROSE

FORTNIGHT LILY
SPANISH LAVENDER VAR.

MYRTLE
ROSE

SPREADING ROSEMARY

CORAL ALOE

KANGAROO PAW

SAN DIEGO SEDGE

LIRIOPE

PURPLE MUHLY

LAVENDER COTTON

STAR JASMINE

COYOTE BUSH

DYMONDEA

MYPORUM

AUTUMN SAGE

BLUE CHALKSTICKS

PURPLE NEEDLEGRASS

BRAZILIAN FLAME BUSH

LAVENDER TRUMPET VINE

LADY BANKS ROSE

BOTANICAL NAME
MULCH

PEA GRAVEL

BLACK BEACH PEBBLE

COBBLE MULCH

GRAVEL MULCH

COMMON NAME

NITROLIZED SHREDDED MULCH
BROWN/BLACK 1/4'' MIXTURE
1'' WIDE SMOOTH FLAT STONES
4'' - 8''
3/4'' MIXTURE
INERT GROUNDCOVER SUCH AS:

SUGGESTED PLANT PALETTE:

VERTICAL SCREEN TREES - (24" BOX - 36" BOX)

PINUS CANRIENSIS
PRUNUS C. 'BRIGHT 'N TIGHT'

BOTANICAL NAME COMMON NAME

CANARY ISLAND PINE

CAROLINA LAUREL

CHERRY-COLUMNAR
PALM TREES - (10' - 12' MIN. BTH-SKINNED)

ARCHONTOPHOENIX

CUNNINGHAMIANA

PHOENIX DACTYLIFERA

WASHINGTONIA FILIFERA/ ROBUSTA

BOTANICAL NAME COMMON NAME

KING PALM

DATE PALM

CALIFORNIA FAN PALM
13 12
7 24
5 6
9 15
1 16 10
17 18
31 28
6 25
11 29
26 25
12 3
28 3
9 22
14 WATER EFFICIENT LANDSCAPE STATEMENT:

I am familiar with the requirement for landscape and irrigation plans contained in the City of La Mesa Water Efficient Landscape Regulations (LMMC chapter 14.29). I have prepared this plan in compliance with those regulations. I certify that the plan implements those regulations to provide efficient use of water.

Signature of Landscape Architect License Number Date
9 5508
6 9
32 5
30 QUANTITY
2 4

QUANTITY
16 4
12 12
24 14
14 10

QUANTITY
4 4

QUANTITY
2 3
0 NOTE:

I have complied with the criteria of the ordinance and applied them for the efficient use of water in the landscape design plan.

QUANTITY
1 1
2 23
5 6
6 4
20 6
5 18
31 5
8 2
02/04/22

QUANTITY
46 24
58 60
52 88
24 QUANTITY
22 20
48 26
28 32
58 QUANTITY
2 3
2 QUANTITY
12 28
18 22
110
42 QUANTITY
6 5
12 7
EROSION CONTROL MEASURES:

BMP - "EROSION CONTROL PLAN" IS A PLAN PREPARED

UNDER THE DIRECTION OF AND SIGNED BY A CIVIL

ENGINEER COMPETENT IN THE PREPARATION OF SUCH

PLANS AND KNOWLEDGEABLE ABOUT CURRENT EROSION
CONTROL METHODS. THE PLAN SHALL PROVIDE FOR

PROTECTION OF EXPOSED SOILS, PREVENTION OF

DISCHARGE OF SEDIMENT, AND DESILTATION OF RUNOFF

AT FREQUENT INTERVALS ALONG FLOWAGE AREAS, AT

ENTRANCES TO STORM DRAINS, AT ENTRANCES TO

STREETS AND DRIVEWAYS, AND AT THE EXIT OF THE
AREA BEING GRADED.

THE LANDSCAPE EROSION CONTROL MEASURES HAVE

BEEN PROVIDED THROUGH THE USE OF PROSTRATE

TYPE GROUND COVER PLANTS AND GROUND COVERS,

GRAVEL DRY STREAM BEDS IN SWALES AND CRUSHED
ROCK AND D.G. PATHS ALONG WITH 2 TO 3 INCHES
NATURAL MULCHES.

TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

LA MESA, CA 91942
2021001.10
1 ISSUE DATE
1ST SUBMITTAL 11/12/21
BACKCHECK 1 02/11/22
28924 OLD TOWN FRONT STREET, SUITE 202
TEMECULA, CA 92590
P (844) WEILAND, XT 701 F (619) 675-3426
EMAIL - [email protected]

CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
09/30/22
EXP. DATE

SIGNATURE
LLA 5508
DATE
O

AI NR FO

F C A L I
ETATS
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ENSED L
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Page 184 of 366 ends

Page 185 of 366 ends

Xref ..\Arch Mod\wdg-1st Floor Plan-STR21-PTREHAB_central-rvt-1-Overall Rennovation 1st Floor Plan.dwg .

R'
:

E
E
EX,ST,1* REHAB &E1TER
PAR.,1*
STR8&T8RE
BEHA9,ORA/
HEA/TH
B/'*
A'M,1,STRAT,O1
B/'*
1ORTH :,1*
B/'*
MA,1
E1TR<
B/'*
1E:

A'',T,O1
1E: 2-STOR<
EXTE1S,O1 E1TR<
RAMP

IRRIGATION LEGEND

DISTRIBUTION EQUIPMENT
SYM. MANUF. MODEL# PSI GPM DESCRIPTION
HUNTER 0.5

ADDITIONAL EQUIPMENT
SYM. MANUF. MODEL#
HUNTER

WILKINS
HUNTER
850 SERIES BALL VALVE, LINE SIZE

SOLAR-SYNC-SEN-ET SENSOR & AUTOMATIC RAIN SHUT OFF

1.5" WATER METER PER DEVELOPER

PIPE / NOTES
SYM. MANUF. MODEL#
SCH 40 PVC LATERAL LINE - SIZE AS NOTED W/12" COVER
2" CL 315 PVC MAINLINE - SIZE AS NOTED W/18" COVER
SCH 40 PVC SLEEVE - TWICE LINE SIZE CARRIED WITHIN
PWP
PWP
PWP
ICV-100 DRIP REMOTE ZONE KIT CONTROL VALVE, SEE PLAN FOR

SIZE HUNTER
HUNTER
M
&
R
ICC2 MODULAR CONTROLLER WITH MODULES AS REQUIRED
RZWS-18-50

AS APPROVED

ROOT ZONE WATERING
SYSTEM (2 PER SYMBOL)
HUNTER HQ44A QUICK COUPLER VALVE
ICV-100 REMOTE CONTROL VALVE, SEE PLAN FOR SIZE
HUNTER

AF HUNTER PLD-ARV

DRIP SYSTEM

INDICATOR ECO-ID

AIR/VACUUM RELIEF
VALVE

HUNTER PLD-BV MANUAL FLUSH VALVE

SEE DETAIL

SEE DETAIL
30 HUNTER PLD-CV-06-18 0.6 GPH
DRIPLINE W/18"
SPACING (SHRUB) 30
/F
F
PREC
RATE
M
HUNTER HC-150-FLOW, FLOW METER
SUPERIOR 3200150 NORMALLY CLOSED MASTER CONTROL VALVE
009QT SERIES, 1.5" R/P BACKFLOW PREVENTION ASSEMBLY
W/ MODEL 777 WYE STRAINER WATTS
F

E AS APPROVED ELECTRICAL PEDESTAL FOR CONTROLLER, BY OTHERS 0 SCALE - 1" = 30'-0"
15' 30' 60' 90'
NORTH
EXISTING 1-1/2" POTABLE WATER METER &

RP DEVICE PER CIVIL IMPROVEMENT PLANS
(MAX FLOW 75 GPM)
IRRIGATION MAINLINE - TYP. SYM.

REFER TO IRRIGATION PLANS FOR

SIZING INFORMATION

IRRIGATION CONTROLLER & ET SENSOR -

CONTRACTOR TO COORDINATE POWER WITH

PEDESTAL PER SEPARATE UTILITY PLANS
SLEEVING @ MAINLINE & LATERAL

CROSSING - REFER TO IRRIGATION PLANS

FOR SIZING

IRRIGATION CONTROL VALVES & QCV'S -
APPROXIMATE LOCATIONS - SEE LEGEND - TYP.

SLEEVING @ MAINLINE & LATERAL

CROSSING - REFER TO IRRIGATION PLANS

FOR SIZING
/-1
,RR,*AT,O1 ,1'EX P/A1
WATER CONSERVATION NOTE:

ALL COMMON LANDSCAPE AREAS HAVE BEEN

DESIGNED TO MAXIMIZE WATER USE

EFFICIENCY THROUGH THE LIMITATION OF

TURF TO ACTIVE USE AREAS, THE USE OF

DROUGHT TOLERANT AND NATIVE PLANTS AND

THE USE OF AN AUTOMATIC IRRIGATION

SYSTEM WHICH UTILIZES AN AUTOMATIC RAIN
SHUTOFF DEVICE AND ET SENSOR.

FINAL LANDSCAPE APPROVAL:

UPON COMPLETION OF THE LANDSCAPE AND IRRIGATION

INSTALLATION, THE DEVELOPER, CONTRACTOR OR LANDSCAPE

ARCHITECT SHALL SUBMIT A LETTER TO THE COMMUNITY

DEVELOPMENT DEPARTMENT STATING THAT ALL LANDSCAPING,

IRRIGATION, DRAINAGE AND HARDSCAPE (AS A PART OF THE

APPROVED LANDSCAPE PLANS) WAS INSTALLED ACCORDING TO

CITY STANDARDS AND PER THE SPECIFICATIONS AND DETAILS OF THE APPROVED LANDSCAPE PLANS.

THIS LETTER SHALL ALSO STATE ANY SIGNIFICANT CHANGES TO

EITHER THE PLANTING OR IRRIGATION PLANS WHICH WERE MADE DURING LANDSCAPE INSTALLATION.

RECEIPT OF THIS LETTER AND FINAL INSPECTION BY THE

DEPARTMENT SHALL BE REQUIRED PRIOR TO FINAL OCCUPANCY
BEING GRANDTED FOR THE PROJECT.

IRRIGATION NOTE:

ALL LANDSCAPE AREAS WILL BE CONTROLLED BY

AN AUTOMATIC IRRIGATION CONTROLLER WITH

AUTOMATIC RAIN SHUT OFF DEVICE AND ET
SENSOR.

WATER EFFICIENT LANDSCAPE STATEMENT:
, aP faPiliar with the reTXirePent for landscaSe and irrigation Slans contained in the &it\ of /a Mesa :ater Efficient /andscaSe RegXlations
/MM& chaSter 1.2

. , have SreSared this Slan in
coPSliance with those regXlations. , certif\ that the Slan iPSlePents those regXlations to Srovide efficient Xse of water.

Signature of Landscape Architect License Number Date
VALVE LOCATION NOTE:

E/E&TR,& &O1TRO/ 9A/9ES A1' ,SO/AT,O1 9A/9E /O&AT,O1S O1 TH,S 'RA:,1* ARE APPROX,MATE. THE /A1'S&APE &O1TRA&TOR
SHA// STA.E O8T EA&H E/E&TR,&A/ &O1TRO/ 9A/9E A1'
,SO/AT,O1 9A/9E /O&AT,O1 FOR RE9,E: A1' APPRO9A/ B< O:1ER PR,OR TO ,1STA//AT,O1 OF A// 9A/9ES. F,1A/ /O&AT,O1 A1' EXA&T POS,T,O1,1* FOR E/E&TR,& &O1TRO/ 9A/9ES A1'
,SO/AT,O1 9A/9ES SHA// BE 'ETERM,1E' B< THE O:1ER. M,1OR MO',F,&AT,O1S OF E/E&TR,& &O1TRO/ 9A/9ES A1' ,SO/AT,O1
9A/9E /O&AT,O1S AS RE48ESTE' B< THE O:1ER SHA// BE
PRO9,'E' B< THE &O1TRA&TOR AT 1O A'',T,O1A/ &OST TO THE O:1ER. FA,/8RE TO OBTA,1 O:1ER
S APPRO9A/ PR,OR TO THE
,1STA//AT,O1 SHA// &A8SE THE &O1TRA&TOR TO MA.E O:1ER
',RE&TE' RE9,S,O1S AT 1O A'',T,O1A/ &OST TO THE O:1ER. ,1 *E1ERA/ 81/ESS OTHER:,SE ',RE&TE' B< O:1ER A// 9A/9ES SHA// BE ,1STA//E' THREE FEET FROM E'*E OF HAR'S&APE
:A/. OR &8RB ,1 SHR8B P/A1T,1* AREAS.

BACKFLOW PREVENTER EQUIPMENT LOCATION NOTE:

BA&.F/O: PRE9E1TER /O&AT,O1 SHO:1 O1 TH,S 'RA:,1* ARE
APPROX,MATE. THE /A1'S&APE &O1TRA&TOR SHA// STA.E O8T
THE BA&.F/O: PRE9E1TER A1' A// ,RR,*AT,O1 APP8RTE1A1&E /O&AT,O1 FOR RE9,E: A1' APPRO9A/ B< O:1ER PR,OR TO
,1STA//AT,O1 OF TH,S E48,PME1T. F,1A/ /O&AT,O1 A1' EXA&T POS,T,O1,1* OF BA&.F/O: PRE9E1TER A1' A// ,RR,*AT,O1
APP8RTE1A1&E SHA// BE 'ETERM,1E' B< THE O:1ER. M,1OR
MO',F,&AT,O1S OF THE BA&.F/O: PRE9E1TER A1' A//
,RR,*AT,O1 APP8RTE1A1&E AS RE48ESTE' B< THE O:1ER SHA// BE PRO9,'E' B< THE &O1TRA&TOR AT 1O A'',T,O1A/ &OST TO THE O:1ER. FA,/8RE TO OBTA,1 O:1ER
S APPRO9A/ PR,OR TO THE
,1STA//AT,O1 SHA// &A8SE THE &O1TRA&TOR TO MA.E O:1ER
',RE&TE' RE9,S,O1 AT 1O &HAR*E.
02/04/22
T,T/E
PRO-E&T 1O.
.E< P/A1
1E8ROS&,E1&ES &E1TER
*ROSSMO1T &E1TER 'R.
/A MESA &A
1 2
2211.1
1 ,SS8E 'ATE
1ST S8BM,TTA/ 111221
BA&.&HE&. 1 21122
28924 OLD TOWN FRONT STREET, SUITE 202
TEMECULA, CA 92590
P (844) WEILAND, XT 701 F (619) 675-3426
EMAIL - [email protected]

CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
09/30/22
EXP. DATE

SIGNATURE
LLA 5508
DATE
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L-140
CONTROL JOINT 1/4" RADIUS TOOLED EDGE
1/2" DEEP AT 5' O.C. UNLESS OTHERWISE
NOTED
1/2" FELT EXPANSION JOINT WITH 1/4"
RADIUS TOOLED EDGE AT 15' O.C. UNLESS

OTHERWISE NOTED, CAULK COLOR TO

MATCH ADJACENT PAVING
4" NOM. CONCRETE PAVING (OR AS

SUPERSEDED BY SOILS REPORT) - COLOR

PER LEGEND REFER TO PLANS
90% MIN. COMPACTED SUBGRADE OR PER

SOILS REPORT & RECOMMENDATIONS
FINISH GRADE - 1" @ TURF, 2" @ SHRUB

PLANTER AREAS

CONCRETE CURB, WHERE OCCURS
WIDTH PER PLANS- TYP.
1/2" RADIUS @ ALL SHRUB AREAS
CONCRETE PAVING 1-1/2" = 1' - 0"
LEGEND
1 1
2 3
4 5
6 7
8 2 4" 4"
3 3
4 4
4 5
6 7
8 LANDSCAPE CONCEPT DETAILS
BOULDERS TO BE "SANTA FE" 1'-3' DIA. AVAILABLE FROM SOUTHWEST BOULDER AND STONE (760) 451-3333 - SIZE PER CONSTRUCTION PLANS

FINISH GRADE PER CONSTRUCTION PLAN
BURY 1/3 OF BOULDER BELOW FINISH GRADE; COMPACT AROUND BASE

TO PREVENT DISPLACEMENT
3 2
1 1
2 3
NOTES:

1. SIZE, SHAPE, LOCATION AND ORIENTATION OF BOULDER CAN BE ROUGHLY DETERMINED OFF THE CONSTRUCTION PLAN.

2. BOULDER SIZE AND SELECTION OF BOULDER SUBJECT TO FINAL

APPROVAL BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE.

LEGEND
LANDSCAPE BOULDER N.T.S.

DECORATIVE METAL PANELS N.T.S.

LEGEND
24" W x 60" H DECORATIVE METAL PANEL
"PASSION FRUIT" STYLE, AVAIL. FROM
PARASOLEIL (303) 589-4524
2" SQ. TUBULAR STEEL SUPPORT POSTS,
COLOR

FINISH GRADE PER CIVIL PRECISE GRADING
PLANS

METAL BRACKET & BOLT PER

MANUFACTURER SPECIFICATIONS
1 2
3 4
2' 5'-4"
1 2
3 4
DECORATIVE METAL PANEL SECTION N.T.S.

LEGEND
24" W x 60" H DECORATIVE METAL
PANEL "PASSION FRUIT" STYLE,
AVAIL. FROM PARASOLEIL (303)
589-4524
2" SQ. TUBULAR STEEL SUPPORT

POSTS, COLOR

FINISH GRADE PER CIVIL PRECISE

GRADING PLANS

METAL BRACKET & BOLT PER

MANUFACTURER SPECIFICATIONS
10" x 24" DEEP CONCRETE
FOOTING WITH 6" DEEP GRAVEL
BASE

SLOPE TOP OF FOOTING TO
DRAIN
1 2
3 4
5 6
2' 5'-4" 2' 6"
10"
2" 5'-4" 4"

ELEVATION
SECTION 2' 6"
1 2
3 4
5 6
2 5
1 2
3 4 6" 2' 10" 4' 2"

MULTIPLE SCREENS

SINGLE SCREEN
8'
LEGEND
8' W x 4' H DECORATIVE METAL
PANEL "PASSION FRUIT" STYLE,
AVAIL. FROM PARASOLEIL (303)
589-4524 (COLOR TO BE CFL -

COPPER FOIL)
4" SQ. PTDF SUPPORT POSTS,
COLOR TO MATCH SCHEME 1
TRIM

FINISH GRADE PER CIVIL PRECISE

GRADING PLANS
1' x 2' DEEP CONCRETE FOOTING
WITH 6" DEEP GRAVEL BASE
1 2
3 4
1'
8'
DECORATIVE METAL PANELS N.T.S.
02/04/22 4"

SEE PLANS
2% 2%
LEGEND
STABILIZED DECOMPOSED GRANITE PATH N.T.S.
1/8" x 4" ALUMINUM EDGING WITH STAKES, INSTALL PER

MANUFACTURER DETAILS AND SPECIFICATIONS (ALL

BENDS SHOULD BE SMOOTH AND CONTINUOUS)
2"-4" DEPTH DECOMPOSED GRANITE COMPACTED TO 90%,
STABILIZED WITH 'POLYPAVEMENT' OR APPROVED EQUAL.

MIX PER MANUF. DETAILS AND SPECIFICATIONS. CLASS II
BASE BENEATH D.G. PER SOILS REPORT OR CITY
STANDARDS.
90% MIN. COMPACTED SUBGRADE OR PER SOILS REPORT

AND RECOMMENDATIONS
FINISH GRADE PER CIVIL PLANS - TYP.
1 2
3 4
1 2
3 4
TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
09/30/22
EXP. DATE

SIGNATURE
LLA 5508
DATE
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RD
E
E

EXISTING REHAB CENTER

PARKING

STRUCTURE

BEHAVIORAL
HEALTH
BLDG

ADMINISTRATION
BLDG

NORTH WING
BLDG
MAIN
ENTRY
BLDG
NEW

ADDITION
NEW 2-STORY

EXTENSION & ENTRY
RAMP

CENTER DRIVE
RD
E
E

EXISTING REHAB CENTER

PARKING

STRUCTURE

BEHAVIORAL
HEALTH
BLDG

ADMINISTRATION
BLDG

NORTH WING
BLDG
MAIN
ENTRY
BLDG
NEW

ADDITION
NEW 2-STORY

EXTENSION & ENTRY
RAMP

CENTER DRIVE CENTER DRIVE

LIMIT-OF-WORK

OF-WORK

LIMIT-OF-WORK
0 SCALE - 1" = 20'-0"
10' 20' 40' 60'
NORTH

EXISTING TREE LEGEND

1. LIQUIDAMBAR STYRACIFLUA

2. EUCALYPTUS SIDEROXYLON

3. EUCALYPTUS CITRIODORA

4. MAGNOLIA G. 'VICTORIA'

5. BAUHINIA VARIEGATA

6. TIPUANA TIPU

7. PINUS CANARIENSIS

8. FICUS MICROCARPUS

9. JACARANDA MIMOSIFOLIA

10. SCHINUS TEREBINTHIFOLIUS

11. PODOCARPUS GRACILIOR

12. ARCHONTOPHOENIX CUNNINGHAMIANA

13. PYRUS KAWAKAMII

14. PITTOSPORUM UNDULATUM

TO BE REMOVED

TO REMAIN - PROTECT IN PLACE
1 1
TREE REMOVAL LEGEND:

UNDER 3" CALIPER - 6
3"-6" CALIPER - 16
OVER 6" CALIPER - 28
L-150

EXISTING TREE &

LANDSCAPE DEMO PLAN
PLANTING NOTE:

ALL PROPOSED PLANT MATERIAL WILL BE

DROUGHT TOLERANT AND OR MEDIUM TO LOW
WATER USE.

IRRIGATION NOTE:

ALL LANDSCAPE AREAS WILL BE CONTROLLED BY

AN AUTOMATIC IRRIGATION CONTROLLER WITH

AUTOMATIC RAIN SHUT OFF DEVICE AND ET
SENSOR.
1 6
6 3
10 3
12 3
9 7
13 5 5
5 5
6 6
4 4
2 1
1 1
1 11
11 02/04/22
7 7
3 TREE REPLACEMENT NOTES:

1. TREES REMOVED SHALL BE REPLACED BY NEW TREES
PLANTED ON SITE. ALL MATURE TREES ON UNGRADED
SLOPES SHALL REMAIN.

2. ALL PLANT MATERIALS CHOSEN ARE DROUGHT TOLERANT.

3. TREES REQUIRED : 1 PER 500 SF OF LANDSCAPED AREA

3.1. TOTAL LANDSCAPE AREA: 15,010 SF

3.2. TOTAL TREES REQUIRED: 31

3.3. TOTAL TREES PROVIDED: 39

4. TREE REPLACEMENT FOR EXISTING SPECIMEN TREES PER
PREVIOUS TREE SURVEY COMPLETED: 39 - 8 = 31

LANDSCAPE DEMO LEGEND
1 NEW LAWN AT EDGE AT UNDERGROUND

WATER QUALITY WETLANDS

MODEUCALYPTUS SIDEROXYLON
2 R & R CONCRETE W/ FINISH TO MATCH

EXISTING (EXPOSED AGGREGATE)
NOTE:

SHRUBS, GROUNDCOVER

AND ROSES ARE TO
REMAIN. PROTECT IN

PLACE AS REQUIRED
9 TITLE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
09/30/22
EXP. DATE

SIGNATURE
LLA 5508
DATE
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CANOPY TREE

VERTICAL PALM

VERTICAL TREES

ACCENT TREE

ACCENT SHRUBS GROUNDCOVERS

HEDGE SHRUBS

LOW - MEDIUM SHRUBS
VINES
L-160

TITLE PARTIAL PLANT PALETTE
PROJECT NO.

KEY PLAN

NEUROSCIENCES CENTER
5555 GROSSMONT CENTER DR.

CORPORATE OFFICE
291 SIERRA WAVE SWALL MEADOWS, CA 93514
09/30/22
EXP. DATE

SIGNATURE
LLA 5508
DATE
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APE DSC N
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02/04/22

Page 189 of 366 ends

EE ECTF SCO 638.90RIM SCO 648.96RIM E NEW TYPE II-A CONSTRUCTION TWO STORY REHABILITATION BUILDING BLDG 07 SPC-4/NPC-2 NEW TYPE VA ONE-STORY ADDITION PHYSICAL REHABILITATION UTILITY VAULT-BLDG 07A BLD-0368 MAIN ENTRY BLDG 09 BLD-02622 SPC-4/NPC-2NORTH WING BLDG 03 BLD-02100 SPC-2/NPC-2 OLD ADMINISTRATION BUILDING-BLD 10 BLD-03678 SPC-2/NPC-2 EXISTING TYPE VA CONSTRUCTION (E) SURFACE PARKING (E) ACCESSIBLE SURFACE PARKING 1 OUTDOOR PATIO PROPERTY LINE ASSUMED PROPERTY LINE EXISTING PARKING STRUCTURE ECTF E1 FILE NAME: S:\3622 SGH BH Brain & Sprine\00_CAD\SITE LIGHTING PLAN\E1 SITE LIGHTING PLAN.dwg USER: ANTHONY HERRERA PLOT DATE: 2/4/2022 12:41 PM TITLE PROJECT NO. ISSUE DATE KEY PLAN RENEWAL DATE LICENSED ARCHITECTC-34803 STATE OF CALIFORNIAThai Ba Dinh 2/21 TE# 3622 NEUROSCIENCES CENTER 5555 GROSSMONT CENTER DR. LA MESA, CA 91942 1ST SUBMITTAL 11/12/21 BACKCHECK 1 02/11/22 2021001.10 NORTH SCALE: 1" = 20'-0" 1. SITE LIGHTING SHALL PROVIDE AVERAGE 1FC ALONG PATH OF EGRESS. SITE LIGHTING PLAN WATTS LAMP ITEM DESCRIPTION BOLLARD LIGHT 120/277V 17W LUMINIS LQ423 CIRCUIT VOLTS A- CAST-IN-CONCRETE RECESSED STEP LIGHT 9.5W B-D- 36W PLANTER ACCENT LIGHT 15W C-F- PALM TREE ACCENT LIGHT 11W WITH RGBW LIGHTING TYPE COLOR LED 4000K LED LED 4000K 4000K LED 4000K LED 4000K 1921 1037 2721 1375 715 LUMENS FC LIGHTING FCSL2040 TARGETTI DART SMALL TARGETTI FEBO EVO BRADLEY STELLA PLANTER ACCENT LIGHT 120/277V 120/277V 120/277V 120/277V MANUFACTURER MODEL# SYMBOL 1 1 1 1 Page 190 of 366

ATTACHMENT F

Page 191 of 366 ends

REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: October 11, 2022
SUBJECT: RATIFICATION OF THE DESIGN REVIEW BOARD’S
APPROVAL OF PROJECT 2021-40 (PALM STREET
VENTURES LLC) – A PROPOSED MIXED-USE
DEVELOPMENT AT 4757 PALM AVENUE, APN 494-
410-24-00 IN THE CD-D (DOWNTOWN COMMERCIAL
/ URBAN DESIGN OVERLAY) ZONE
ISSUING DEPARTMENT: Community Development
SUMMARY:

Issues:

1. Does the proposed design meet the intent of the Urban Design Program policies?

2. Is the proposed design consistent with the design policies and objectives of the Downtown Village Specific Plan?
Recommendation:

Ratify the Design Review Board’s approval of Project 2021-40 (Attachment A).

Fiscal Impact:

There would be no impact to the General Fund related to this project. City of La Mesa policy is to recover 100% of the cost of staff time through application processing fees.

City’s Strategic Goals:
 Revitalize neighborhoods and corridors
 Ensure safe and affordable homes for La Mesa's current and future residents

Page 192 of 366 ends

Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 2 of 6
Environmental Review:

This project is categorically exempt under the California Environmental Quality Act Guidelines Sections 15332.

BACKGROUND:

The project site is a vacant, 0.49-acre lot located at the southeast corner of Palm Avenue and Allison Avenue. It has frontage on a public alley to the south. The south half of the site was previously developed with a two-story office building that was lost to fire in 2020. The north half of the site contains surface parking and landscaping. While mostly level, the northern portion sits approximately three feet higher in elevation than the southern portion.

Surrounding uses include a municipal parking lot to the east, a church and professional offices on the north side of Allison Avenue, a private parking lot on the west side of Palm Avenue, and village commercial uses to the south that have storefronts facing La Mesa Boulevard. The Assessor Parcel Map sheet is provided as Attachment B, and photos of the project site are provided as Attachment C. A vicinity map is provided below.

Situated in the central commercial area of
the downtown village, the neighborhood is
highly walkable and transit-oriented. The La
Mesa Boulevard trolley station is located
one block to the west. Right-of-way along
both of the site’s street frontages is
improved with enhanced streetscape
features that include sidewalks, street trees
with tree grates, bollards, decorative acorn
street lights, catenary string lights, brick
crosswalks, and pedestrian ramps.

A landscaped pocket park with bench
seating occupies the northwest corner of
the site and there is a low retaining wall at
back-of-sidewalk along Palm Avenue.

Metered parallel parking is in place along
both street frontages. There is a curb
opening on Allison Avenue. The public alley is designated one-way, eastbound. Utilities are installed below ground.

Page 193 of 366 ends

Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 3 of 6
Zoning is CD-D (Downtown Commercial / Urban Design Overlay) and the planned land use designation is Downtown Commercial. Entitlement review for new development in Zone CD-D consists of site development plan review and design review. The Design Review Board (DRB) evaluates projects for consistency with the City’s Urban Design Program, which identifies the downtown area as a special design district. Projects in the downtown village are subject to additional design guidelines contained within the Downtown Village Specific Plan (DVSP).

DISCUSSION:

The Design Review Board reviewed the submitted project plans (Attachment F) in consideration of the City’s Urban Design Program and Downtown Village Specific Plan.

Project applicant Palm Street Ventures LLC
proposes to develop a five-story, mixed-use
building on the vacant site. Included within
the development are 64 one- and twobedroom apartment units, 2,377 square feet of commercial lease area, 29 off-street
parking spaces on the ground floor, and
various landscape and hardscape
improvements.

Eight (8) of the units within the development will be deed-restricted affordable to verylow-income households. As a qualifying affordable housing project under Government Code Section 65915 and the City’s Affordable Homes Bonus Program, the development is eligible for incentives and waivers of development standards. The applicant is utilizing one incentive to allow for ground-floor residential on the west and north sides of the building. A waiver is being utilized to increase building height to 56 feet from the CD zone height limit of 46 feet and a DVSP site-specific design guideline that calls for a three-story height limit. A second waiver is being used to omit a 10-foot third story setback prescribed by the DVSP design guidelines. A third waiver is to modify the parking requirements to allow for parking space sizes and aisle widths consistent with a multi-level parking structure. The project also utilizes a parking ratio of 0.5 spaces per unit as allowed under Government Code Section 65915 for sites located less than onehalf mile from a major transit stop.

The building footprint covers most of the site at ground level and has a C-shaped plan on the second through fifth floors that surrounds a second level courtyard. At street level, residential units and commercial storefronts have their entrances near the sidewalk, with the building’s main entrance oriented towards the northwest corner. The ground-level parking area is situated to the rear and accessed from a single point of

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 4 of 6
entry at the one-way alley to the south. The existing curb opening on Allison Avenue will be closed.

The northwest corner of the building is set back a few feet from the property line to provide for a landscaped entry plaza at the main lobby entrance that will tie into the existing pocket park. The plaza includes an area for outdoor seating and dining. New landscape and hardscape elements within the adjacent pocket park, including decorative pavers and a sculptured bench, are designed to unify the public and private spaces.

Community outdoor space includes a central open courtyard on the second floor and a second-floor deck above the entry plaza. Each of the community outdoor spaces is finished with water-efficient landscaping, hardscape, and furniture. Additional landscaping is proposed in a narrow planter along a portion the east wall of the building and the municipal parking lot. Existing Podocarpus gracilor street trees will be removed and replaced with Marina strawberry trees, Chinese flame trees, and Mexican sycamore. Decorative tree grates will be required for all new trees as a condition of approval.

The building’s structure is
comprised of four stories of frame
construction over a 17-foot-high
podium deck. Architectural styling
is modern and asymmetrical with a
flat roof and a variety of wall
projections and recesses. The
design incorporates angled
parapets, balconies, and varied
fenestration. Finish materials
include metal siding, fiber cement board, brick veneer, block, stucco, perforated metal, and wood siding. The color palette has tones of green and gray with accents of light pinkish tan terra cotta and medium-tone wood.

Mechanical equipment is roof-mounted and screened behind parapet walls. Trash and recycling facilities are located in a room accessed from the parking area. A small area along the south wall of the building is set aside for utility meters and related infrastructure. USPS parking for mail delivery will be made available on the south side of Allison Avenue. Correspondence from utility providers is provided as Attachment D.

The project design was reviewed and approved with conditions by the Design Review Board on June 13, 2022, subject to City Council ratification. It was found to be consistent with the Urban Design Program and Downtown Village Specific Plan as described in the Design Review Board Certification of Action (Attachment A).

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 5 of 6
The Planning Commission reviewed and approved the site development plan for the project on September 21, 2022, with conditions. Resolution No. PC-2022-11 is provided as Attachment E. The site development plan approval included approval of a parking modification to reduce the amount of required on-site parking by 11 parking spaces beyond the number allowed under Government Code Section 65915.

Regional Housing Needs Allocation (RHNA)
State law requires that each city plan for the existing and future housing need identified in its Regional Housing Needs Allocation (RHNA) allocation. This is done through the Housing Element of the General Plan. In order to accommodate La Mesa’s RHNA allocation, the City's Housing Element identifies a list of sites where the City's RHNA allocation could be built. The subject property is one of the identified sites in the City’s adopted 6th Cycle Housing Element and the proposed affordable housing project helps the City meet its RHNA goals by providing housing units, including units in the very-lowincome category.

Environmental Review
The project is exempt from environmental review pursuant to categorical exemption Class 32 as provided by the California Environmental Quality Act (CEQA) Guidelines Section 15332. Section 15332 exempts infill development that is consistent with zoning, is located on a project site of no more than five acres, is surrounded by urban uses, has no value as natural habitat, would not result in any significant effects relating to traffic, noise, air quality, and water quality, and can be served by utilities and public services.

The applicant submitted traffic, noise, air quality, and water quality technical studies prepared by qualified professionals to substantiate a conclusion that the project is eligible for the exemption and would not cause any significant environmental effects.

None of the exceptions to the exemption listed under Section 15300.2 would occur.

CONCLUSION:

Staff recommends that the City Council ratify the Design Review Board’s approval of Project 2021-40.

Reviewed by: Respectfully submitted by:
____________________ ____________________________
Greg Humora Kerry Kusiak
City Manager Director of Community Development

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 6 of 6
Attachments:

A. Design Review Board Certification of Action Project 2021-40 B. Assessor Parcel Map Sheet
C. Site photographs
D. Correspondence
E. Planning Commission Resolution PC-2022-11
F. Project plans

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Current view of the front elevaƟon of the Todd House from Vista Drive View of southern porƟon of project site from the alley looking north.

Project 2021‐40 4757 Palm Ave ATTACHMENT B
View of intersecƟon improvements and pocket park.

View of northern porƟon of project site from Palm Avenue looking northeast.

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Project 2021‐40 4757 Palm Ave
View of project site from municipal parking lot looking northwest.

View of project site from Allison Avenue looking southwest.

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6670 Federal Boulevard • Lemon Grove, California 91945
(619) 287-7555 • Fax: (619) 287-5242 • www.edcodisposal.com • Printed on Recycled Paper 05/08/22
GC Properties
8127 La Mesa Blvd
La Mesa CA 91942
Re: Will Serve Letter for: 4757 Palm St., La Mesa, CA 91942 To whom it may concernThis letter is to confirm that EDCO will be able to provide the above referenced property waste & recycling services.

EDCO has reviewed the project and that the proposed area/capacity is sufficient for trash, recycling, and organics based on the size of the project.

The access and the anticipated volume of waste & recycling are acceptable to EDCO.

Please feel free to contact me at [email protected] regarding this matter.

Sincerely,
Fabian Rodriguez
Account Representative

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March 23, 2022
GC Properties, Inc.

ATTN: Brian Garmo
8127 La Mesa Blvd. #C
La Mesa, CA 91942
Dear Brian Garmo,
I would like to take this opportunity to let you know that Cox Communications, Inc. has facilities in the La Mesa Village area or La Mesa (4757 Palm Avenue) and can provide cable services (telephone, video and data) to the area.

If the tenants are interested in receiving services, please have them contact Cox Communications at 866-456-9944 to order services.

Thank you,
Steven J Radke
Steven J Radke
Supervisor – Carrier Construction and Planning
1922 Avenida Del Oro, Oceanside, CA 92056
c. 760–421-4139
o. 760–806-2069
e. [email protected]

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1 Project # 300000441345
Job # 300000441357
300000471878
3/7/2022
GC Properties
ATTN: Brian Garmo
8127 La Mesa Blvd Suite C
La Mesa, CA 91942
Dear Brian Garmo:

Subject: PROJECT 3-441345 - AD - LA MESA VILLAGE – 4757 PALM AVE, LA MESA, CA 91942 In accordance with SDG&E "RULES FOR THE SALE OF ELECTRIC ENERGY" and "RULES OF THE SALE OF GAS", filed with and approved by the California Public Utilities Commission, gas and electric facilities can be made available to 4757 PALM AVE, LA MESA, CA 91942.

If purchaser is to pay any cost for the installation and/or extension of utility service, the costs will be calculated in conformance with our extension and service rules.

Evidence of financial arrangements for the installation of gas and electricity can be obtained from the developer and/or owner based on correspondence from SDG&E on this project.

Our ability to serve future projects in our service territory will depend on the supply of fuel and other essential materials available to us and on our obtaining government authorization to construct the facilities required.

Online Portal & Contact Information
Did you know you can access your Planner’s contact information and track the progress of your project on the new SDG&E Builder Services Portal? Visit sdge.com/builder-portal and have your Project #:
3000003441345 and Access Code: 083639.

We appreciate your business and hope you are very satisfied with our service. If I may be of further assistance or should you have any non-construction-related questions (easements, charges, etc.), please call me or your Project Support Coordinator at the number below. Our office hours are 7:00 a.m. to 4:00 p.m., Monday through Friday. For additional information, visit sdge.com/builder-services.

Sincerely,
Timothy Sherlock
Timothy Sherlock
Project Planner ll
858-654-0259

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324073 (rev. 1/31/06)
March 7, 2022
GC Properties Inc.

ATTN: Brian Garmo
8127 La Mesa Blvd #C
La Mesa CA 91942
Re: Will Serve Notice
Dear Brian Garmo,
This letter is written to confirm that the proposed project APN 494-410-24 located at 4757 Palm Ave. in La Mesa California 91942 is within the Base Rate Area of the AT&T California serving area in the La Mesa Exchange. AT&T expects to be in a position to provide telephone service to applicants in the above-referenced development upon request in accordance with requirements of, and at the rates and charges specified in, its Tariffs that are on file with the California Public Utilities Commission.

This offer to provide service will terminate 24 months after the date of this letter unless both of the following first occur: 1) you, in your capacity as the developer, enter into a written service agreement with AT&T; and 2) you, in your capacity as developer, pay all charges you are required by AT&T’s Tariffs to pay.

If you have any questions, I can be contacted on 619-339-4972.

Sincerely,

_DOUGLAS R JANY_
Doug Jany
Route Design Engineer

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1 Luis Esparza
From: Brian Garmo <[email protected]>
Sent: Friday, May 20, 2022 11:07 AM
To: Luis Esparza
Subject: Fwd: [EXTERNAL] Re: FINAL TO CUSTOMER-91942@4757 Palm Ave. New Apartments ---------- Forwarded message ---------
From: Garcia, Eva G - San Diego, CA <[email protected]> Date: Tue, Apr 5, 2022 at 11:13 AM
Subject: RE: [EXTERNAL] Re: FINAL TO CUSTOMER-91942@4757 Palm Ave. New Apartments To: Brian Garmo <[email protected]>
Cc: Jason Meram <[email protected]>, Darrow, Laurie A - San Diego, CA <[email protected]> The city will accept a copy of the final email approval.

Thank you.

Eva G. Garcia |USPS District 6-Delivery Support Specialist (A)| Phone: 858.674.0518 Fax: 858.674.0544
11255 Rancho Carmel Dr. #2361 | San Diego, CA. 92199-1000 | [email protected] From: Brian Garmo <[email protected]>
Sent: Tuesday, April 5, 2022 10:57 AM
To: Garcia, Eva G - San Diego, CA <[email protected]> Cc: Jason Meram <[email protected]>; Darrow, Laurie A - San Diego, CA <[email protected]> Subject: [EXTERNAL] Re: FINAL TO CUSTOMER-91942@4757 Palm Ave. New Apartments

CAUTION: This email originated from outside USPS. STOP and CONSIDER before responding, clicking on links, or opening attachments.

Thank you Eva. I will make note of this. Is there a letter which I can send to the City of La Mesa so I can include with our plans. Thank you.

On Tue, Apr 5, 2022 at 10:29 AM Garcia, Eva G - San Diego, CA <[email protected]> wrote:

Page 206 of 366 ends

2 Brian,
• I have approved the designated carrier parking, delivery equipment and its location. • I have attached the mail equipment labeling diagrams. • Labeling the mail compartments & distribution of the compartment keys is the responsibility of the developer/property manager/owner. • Addressing must be set up just like attached diagram. Please review all for accuracy. • Once the CBUs are installed and labeled (interior only) per the attached instructions contact:

La Mesa Post Office at 619.460.4659 to schedule installation of our master locks.

I will release this information to the local Post Office and Address Management staff to add the addresses into our database. Allow 3 weeks for all entities to recognize new addresses. **For future projects contact: [email protected] Include address and zip code in subject line ex. 99999 @ 1234 Main St.

Thank you.

Page 207 of 366 ends

3 Eva G. Garcia |USPS District 6-Delivery Support Specialist (A)| Phone: 858.674.0518 Fax: 858.674.0544
11255 Rancho Carmel Dr. #2361 | San Diego, CA. 92199-1000 | [email protected] From: Brian Garmo <[email protected]>
Sent: Monday, April 4, 2022 12:37 PM
To: Garcia, Eva G - San Diego, CA <[email protected]> Cc: Jason Meram <[email protected]>
Subject: [EXTERNAL] Re: 3- 91942@4757 Palm Ave. New Apartments

CAUTION: This email originated from outside USPS. STOP and CONSIDER before responding, clicking on links, or opening attachments.

Hello Eva. Please see attached revised site plan. This should take care of your requests. If you need anything else, please let me know. Thanks.

On Thu, Mar 31, 2022 at 11:39 AM Garcia, Eva G - San Diego, CA <[email protected]> wrote:

Brian,
USPS requires parking within 25’ of equipment as of 2019.

Thank you.

Eva G. Garcia |USPS District 6-Delivery Support Specialist (A)| Phone: 858.674.0518 Fax: 858.674.0544
11255 Rancho Carmel Dr. #2361 | San Diego, CA. 92199-1000 | [email protected] From: Brian Garmo <[email protected]>
Sent: Thursday, March 31, 2022 11:10 AM
To: Garcia, Eva G - San Diego, CA <[email protected]>; Jason Meram <[email protected]> Subject: [EXTERNAL] Re: 2- 91942@4757 Palm Ave. New Apartments

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stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 TITLE SHEET
A0-1
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

OWNER PALM STREET VENTURES LLC
8127 LA MESA BLVD #C
LA MESA, CA 91942
619.220.7444

ARCHITECT STEPHEN DALTON ARCHITECTS
444 S CEDROS AVE, STUDIO 190
SOLANA BEACH, CA 92075
858.792.5906

SURVEY METROPOLITAN MAPPING, INC
3712 30TH ST
SAN DIEGO, CA 92104
619.431.5250

CIVIL NAJARS ENGINEERING
772 JAMACHA RD #157
EL CAJON, CA 92109
619.971.7514
LANDSCAPE McCULLOUGH LANDSCAPE

ARCHITECTURE
363 FIFTH AVE, #301
SAN DIEGO, CA 92101
619.296.3150

DRY UTILITIES UTILITY SPECIALISTS
4429 MORENA BLVD
SAN DIEGO, CA 92117
858.581.2250

SOILS ENGINEER GEOCON INC
6960 FLANDERS DR
SAN DIEGO, CA 92121
858.558.6900 x228

PROJECT TEAM
- CONSTRUCTION OF A NEW 5 STORY MIXED USE
BUILDING, 4 LEVELS OF TYPE VA OVER 1 LEVEL OF TYPE
IA. GROUND FLOOR COMMERCIAL SPACE, (64)

RESIDENTIAL APARTMENTS, COVERED PARKING GARAGE
- ASSOCIATED LANDSCAPING IMPROVEMENTS ON SITE

AND WITHIN THE RIGHT OF WAY

SCOPE OF WORK

PROJECT

LOCATION

ALLISON AVE

PALM AVE LA MESA BLVD

VICINITY MAP
A0-1 TITLE SHEET A0-2 CODE COMPLIANCE A0-3 CODE COMPLIANCE C1.0 EXISTING TOPO & DEMO PLAN C2.0 CONCEPT GRADING PLAN A1-1 ARCHITECTURAL SITE PLAN A2-1 FIRST FLOOR PLAN A2-2 2ND FLOOR PLAN A2-3 3RD-4TH FLOOR PLAN A2-4 5TH FLOOR PLAN A2-5 ROOF PLAN A3-0 MATERIAL BOARD A3-1 EXTERIOR ELEVATIONS A3-2 EXTERIOR ELEVATIONS A3-3 COURTYARD ELEVATIONS A3-4 EXTERIOR PERSPECTIVES A3-5 EXTERIOR PERSPECTIVES A4-1 SECTIONS A6-1 UNIT PLANS A6-2 UNIT PLANS A6-3 UNIT PLANS A6-4 UNIT PLANS L-1.00 COVER SHEET L-2.00 CONSTRUCTION PLAN L1 L-2.01 CONSTRUCTION PLAN L1 L-2.03 CONSTRUCTION PLAN L1 L-3.00 IRRIGATION PLAN L1 L-3.01 IRRIGATION PLAN L2 L-3.02 IRRIGATION PLAN L5 L-4.00 PLANTING PLAN L1 L-4.01 PLANTING PLAN L2 L-4.02 PLANTING PLAN L5 L-5.00 RENDER VIEWS

SHEET INDEX

PROJECT INFORMATION
ADDRESS: APN: AREA (SF) ACRES
4757 PALM AVE 494-410-24 21,489 SF .49 AC
LA MESA CA 91942

DEVELOPMENT REGULATIONS

BASE ZONE CD-D
COMMUNITY PLAN DOWNTOWN VILLAGE SPECIFIC PLAN MAX STRUCTURE SITE 46' OVERLAY LEVEL 1: IA
ZONES: URBAN DESIGN OVERLAY LEVEL 2-5: VA
MAX. DENSITY N/A

SETBACKS

FRONT N/A

STREET N/A

SIDE N/A

REAR N/A

DENSITY
PROPOSED UNIT COUNT 64 DU
PROPOSED DENSITY: 130 DU/ACRE
SET ASIDE VERY LOW INCOME 8 DU
= 12.5%

INCENTIVES ALLOWED
2 PROPOSED
1 RESIDENTIAL ON GROUND FLOOR 2 TBD

WAIVER HEIGHT

WAIVER THIRD STORY SETBACK

WAIVER MULTILEVEL PARKING STANDARD AT GRADE

UNIT TABULATION
A1.13 694 SF 2,082 SF
A1.28 743 SF 5,944 SF
A24 725 SF 2,900 SF
A34 800 SF 3,200 SF
A48 747 SF 5,976 SF
75% A5
4 648 SF 2,592 SF
A63 648 SF 1,944 SF
A73 787 SF 2,361 SF
A83 821 SF 2,463 SF
A91 600 SF 600 SF
A101 764 SF 764 SF
A111 586 SF 586 SF
A122 595 SF 1,190 SF
A132 712 SF 1,424 SF
A141 832 SF 832 SF
SUB-TOTAL 48 34,858 SF
B1 4 1,013 SF 4,052 SF
B2 8 1,024 SF 8,192 SF
25% B3 4 1,030 SF 4,120 SF
SUB-TOTAL 16 16,364 SF
TOTAL DU 64

BUILDING AREA

RENTABLE AREA
APARTMENTS (NRSF) 51,222 SF

COMMERCIAL
COMMERCIAL 1 2,377 SF
SUB-TOTAL 53,599 SF

HABITABLE AREA
LOBBY 750 SF
MAIL/PARCEL 149 SF
LEASING OFFICE 130 SF
BIKES 262 SF
STORAGE 158 SF/FLR X 4 FLR 632 SF
SUB-TOTAL 1,923 SF

UTILITY AREA
ELECTRIC METER RM. 200 SF
MPOE 114 SF
ELEV MACH RM 64 SF
UTILITY CLOSET 57 SF
TRASH 281 SF
TRASH CHUTES 4 FLR X 54 SF/FLR 216 SF
IDF 4 FLR X 48 SF/FLR 192 SF
BOILER 127 SF
SUB-TOTAL 1,251 SF

CIRCULATION
ELEVATOR 90 SF/FLR X 5 FLR 450 SF
STAIR 1 200 SF/FLR X 5 FLR 1,000 SF
STAIR 2 200 SF/FLR X 5 FLR 1,000 SF
HALLWAY 2 - 5 1,478 SF/FLR X 4 FLR 5,912 SF
SUB-TOTAL 8,362 SF
GARAGE 9,152 SF
TOTAL GROSS FLOOR AREA (GFA) 74,287 SF
EFFICIENCY 82.29%

PARKING (MINIMUM REQUIREMENTS)
RATIO# RATIO# RATIO#

PER AFFORD DENSITY BONUS
1 BR 48 DU 0.5 24 0 0 0 0
2 BR 16 DU 0.5 8 0 0 0 0
SUB-TOTAL 64 DU 32 0 0
COMMERCIAL 2,377 SF 3/1,000 SF 7.131 0 0 0 0
TOTAL REQUIRED 39.131
TOTAL PROPOSED 29 0 0

SUPPLEMENTAL RESIDENTIAL REGULATIONS

OPEN SPACE INCENTIVE
COURTYARD 64 DU 240 CF 2,039 SF 15,360
ROOF DECK DU 240 CF 648 SF0
(UNIT #201, 214, 215
301, 314, 315, 401,415)

QNTY CARS MOTORCYCLES BIKES
1 BR
51,222 SF
2 BR
SPRINKLERS NFPA-13

CONSTRUCTION TYPE
OCCUPANCY A-2, R-2, S-2

DEVELOPMENT SUMMARY

1. FIRE SPRINKLER SYSTEM

2. FIRE ALARM SYSTEM

3. EMERGENCY RESPONDER RADIO COVERAGE SYSTEM

4. CLASS I AUTOMATIC WET STANDPIPE SYSTEM

SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS

SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF

RECORD, WHO SHALL REVIEW AND FORWARD THEM TO THE

BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE

DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED

AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL
CONFORMANCE WITH THE DESIGN OFTHE BUILDING. THE

DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED

UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE
BEEN APPROVED BY THE BUILDING OFFICIAL.

DEFERRED SUBMITTALS

LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
PROJECT #: 2021-40

ATTACHMENT H

Page 219 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 CODE COMPLIANCE
A0-2
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
BUILDING USAGE: "S-2" STORAGE/MECHANICAL
"R-2" RESIDENTIAL
"A-2" COMMERCIAL

CONSTRUCTION TYPE: TYPE IA, (PODIUM), GARAGE LEVEL

TYPE VA RESIDENTIAL LEVELS
FIRE SPRINKLERS: NFPA 13

ALLOWABLE BUILDING HEIGHT AND

ALLOWABLE AREA PER STORY
:

UL = UNLIMITED

GROUP S
-2 UL HEIGHT PER CBC 504.3
1 STORY* PER SPECIAL

PROVISION
CBC 510.4

UL AREA PER CBC
TABLE 506.2

GROUP R
-2 60'-0" PER CBC 504.3
4 STORY PER CBC 504.4
36,000 SF PER CBC
TABLE 506.2
GROUP A-2 UL HEIGHT PER CBC 504.3
UL STORY PER CBC 504.4

UL AREA PER CBC
TABLE 506.2
FRONTAGE INCREASE (CBC 506.2):
(AREA INCREASE NOT USED)
If = 0
ACTUAL SQUARE FOOTAGE:

OPEN GARAGE PARKING
OCCUPANCY GROUPS-2

ACUTAL SQUARE FOOTAGE
LEVEL 1 GROUP S-2 10,257 SF
RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:
*ALLOWABLE AREA IS UNLIMITED - NO RATIO

RESIDENTIAL
OCCUPANCY GROUPR-2
GROUP R-2 LEVEL 1 4,965 SF
LEVEL 2 14,422 SF
LEVEL 3 14,422 SF
LEVEL 4 14,422 SF
LEVEL
5 13,422 SF
SUBT-TOTAL 61,653 SF

COMMERCIAL

OCCUPANCY GROUP
A-2

ACUTAL SQUARE FOOTAGE
LEVEL 1 GROUP A-2 2,377 SF
TOTAL GFA 74,287 SF
RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

GROUP R
-2
LEVEL 1: R-2 4,965/36,000 SF = 0.138
LEVEL 2: R-2 14,422/36,000 SF = 0.400
LEVEL 3: R-2 14,422/36,000 SF = 0.400
LEVEL 4: R-2 14,422/36,000 SF = 0.400
LEVEL 5: R-2 13,422/36,000 SF = 0.373
SUM OF RATIOS:

S-2 UL
R-2 1.711
A-2 UL
TOTAL 1.711 < 2 (REF CBC 506.2.4)

CODE ANALYSIS
R-2
5253
UNIT*•3
20 2
UNIT = ROOM NAME
* = COMMUNICATION

FEATURES

PROVIDED PER CBC
TABLE 11B-224.4
•= MOBILITY FEATURES

PROVIDED PER CBC
TABLE 11B-224.2
R-2 = OCCUPANCY TYPE
2 = SPACE USE - REFER

TO SPACE USE

SCHEDULE
525 = FLOOR AREA -
SQUARE FOOTAGE 3 = OCCUPANT LOAD
(CBC TABLE1004.1.2)
PATH OF EGRESS "3" = CUMULATIVE

OCCUPANCY LOAD

EXITING

EXIT ACCESS TRAVEL ROUTE
OCCUPANT LOAD "20" = CUMULATIVE

OCCUPANCY

ACCESSIBLE PATH OF TRAVEL

STAIR ENCLOSURE

CODE ANALYSIS LEGEND
NO:

1. 2.

3. 4.

5. SPACE USE

SPACE USE

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

RESIDENTIAL

ASSEMBLY WITH UNCONCENTRATED (TABLES AND CHAIRS)

BUSINESS AREA

PARKING GARAGE
FLOOR

AREA IN SF/

OCCUPANT
300 gross
200 gross
15 net
100 gross
200 gross

OCCUPANCY SEPARATION
OCCUPANCY SEPARATION PER CBC TABLE 508.4
OCCUPANCYR2-

SEPARATION DIAGRAM
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
S-2
1HR
1HR-
R-2
S-2
A
-2
1HRA-2 1HR - -3-HR SEPARATION 1-HR SEPARATION (R-2) (R-2) (R-2) (R-2) (A-2) (S-2) (R-2) (R-2) (R-2) (R-2) (R-2) (R-2) (R-2) (R-2) W/D
REF
DW

W/D REF
W/D
REF
DW
DW
155'-11 51/64"
134'-6 35/64"
GREATER THAN 1/3 THE OVERALL DIAGONAL

BFBFBFBF BF
GG
PUBLIC

RIGHT OF WAY
PUBLIC

RIGHT OF WAY
WS WS
W/D
REF
DW
W/D
REF
DW
A-23
50 2,375

COMMERCIAL
A-23
50 2,375
LOBBY
R24
2 109

LEASING OFFICE
A-23
2 127
PARCEL
ROOM E
S-25
46 9,061

PARKING
S-21
1 99
BOILER
S-21
1 221
BIKES
S-21
1 42

UTILITY
S-21
1 54
ELEV
MACH
S-21
1 91
TRASH
R22
4 664
UNIT A13
R22
4 664
UNIT A13
R22
4 779
UNIT A14
R22
3 535
UNIT A12
R22
3 535
UNIT A12
1 3
3 44
4 25
25 2
2 15
13 23
1 1
1 1
23 26
S-21
1 73
MPOE 1
3 42
3 26
84 RF

DW BB BB
RF
DW
BB
BB
RF
DW
BB
BB
RF

DW BB BB
DW
RF
RF

DW BB BB
RF
RF
DW
BB
BB
RF

DW BB BB
RF

BB BB DW
W/D
W/D
W/D
W/DW/D
REF
W/D
W/D
W/D
W/D
W/D
W/D
REF
W/D
W/D
W/DW/D
DW
DW
RF DW
BB
BB

DW RF RF DW
199'-3 19/64"
128'-8 37/64" GREATER THAN 1/3 THE OVERALL DIAGONAL
DW
R22
5 946
UNIT B1
R22
4 718
R22 UNIT A
7 4
714
UNIT A8
R22
4 628
UNIT A1.1
R22
4 601
UNIT A6
R22
4 601
UNIT A5
R22
4 663
UNIT A2
R22
5 949
UNIT B2
R22
5 949
UNIT B2
R22
4 748
UNIT A3
R22
4 674
UNIT A1.2
R22
4 704
UNIT A4
R22
4 674
UNIT A1.2
R22
4 704
UNIT A4
R22
5 902
UNIT B3
A-23
124
1,851

COURTYARD
4 5
5 4
4 4
4 445
54 44
4 62 62
96 97
E
111
1 1
1 SCALE:
1/16" = 1'-0"
1ST FLOOR EGRESS PLAN
2 SCALE:
1/16" = 1'-0"
2ND FLOOR EGRESS PLAN
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 220 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 CODE COMPLIANCE
A0-3
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
BUILDING USAGE: "S-2" STORAGE/MECHANICAL
"R-2" RESIDENTIAL
"A-2" COMMERCIAL

CONSTRUCTION TYPE: TYPE IA, (PODIUM), GARAGE LEVEL

TYPE VA RESIDENTIAL LEVELS
FIRE SPRINKLERS: NFPA 13

ALLOWABLE BUILDING HEIGHT AND

ALLOWABLE AREA PER STORY
:

UL = UNLIMITED

GROUP S
-2 UL HEIGHT PER CBC 504.3
1 STORY* PER SPECIAL

PROVISION
CBC 510.4

UL AREA PER CBC
TABLE 506.2

GROUP R
-2 60'-0" PER CBC 504.3
4 STORY PER CBC 504.4
36,000 SF PER CBC
TABLE 506.2
GROUP A-2 UL HEIGHT PER CBC 504.3
UL STORY PER CBC 504.4

UL AREA PER CBC
TABLE 506.2
FRONTAGE INCREASE (CBC 506.2):
(AREA INCREASE NOT USED)
If = 0
ACTUAL SQUARE FOOTAGE:

OPEN GARAGE PARKING
OCCUPANCY GROUPS-2

ACUTAL SQUARE FOOTAGE
LEVEL 1 GROUP S-2 10,257 SF
RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:
*ALLOWABLE AREA IS UNLIMITED - NO RATIO

RESIDENTIAL
OCCUPANCY GROUPR-2
GROUP R-2 LEVEL 1 4,965 SF
LEVEL 2 14,422 SF
LEVEL 3 14,422 SF
LEVEL 4 14,422 SF
LEVEL
5 13,422 SF
SUBT-TOTAL 61,653 SF

COMMERCIAL

OCCUPANCY GROUP
A-2

ACUTAL SQUARE FOOTAGE
LEVEL 1 GROUP A-2 2,377 SF
TOTAL GFA 74,287 SF
RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE AREA:

S-2 UL
R-2 1.711
A-2 UL
TOTAL 1.711 < 2 (REF CBC 506.2.4)

CODE ANALYSIS
R-2
5253
UNIT*•3
20 2
UNIT = ROOM NAME
* = COMMUNICATION

FEATURES

PROVIDED PER CBC
TABLE 11B-224.4
•= MOBILITY FEATURES

PROVIDED PER CBC
TABLE 11B-224.2
R-2 = OCCUPANCY TYPE
2 = SPACE USE - REFER

TO SPACE USE

SCHEDULE
525 = FLOOR AREA -
SQUARE FOOTAGE 3 = OCCUPANT LOAD
(CBC TABLE1004.1.2)
PATH OF EGRESS "3" = CUMULATIVE

OCCUPANCY LOAD

EXITING

EXIT ACCESS TRAVEL ROUTE
OCCUPANT LOAD "20" = CUMULATIVE

OCCUPANCY

ACCESSIBLE PATH OF TRAVEL

STAIR ENCLOSURE

CODE ANALYSIS LEGEND
NO:

1. 2.

3. 4.

5. SPACE USE

SPACE USE

ACCESSORY STORAGE AREAS,

MECHANICAL EQUIPMENT ROOM

RESIDENTIAL

ASSEMBLY WITH UNCONCENTRATED (TABLES AND CHAIRS)

BUSINESS AREA

PARKING GARAGE
FLOOR

AREA IN SF/

OCCUPANT
300 gross
200 gross
15 net
100 gross
200 gross

OCCUPANCY SEPARATION
OCCUPANCY SEPARATION PER CBC TABLE 508.4
OCCUPANCYR2-

DW BB BB
RF
DW
BB
BB
RF
DW
BB
BB
RF

DW BB BB
DW
RF
RF

DW BB BB
RF
RF
DW
BB
BB
RF

DW BB BB
RF

BB BB DW
W/D
W/D
W/D
W/DW/D
REF
W/D
W/D
W/D
W/D
W/D
W/D
REF
W/D
W/D
W/DW/D
DW
DW
RF DW
BB
BB

DW RF RF DW
195'-6 19/32"
128'-8 37/64" GREATER THAN 1/3 THE OVERALL DIAGONAL
DW
R22
5 946
UNIT B1
R22
4 718
R22 UNIT A
7 4
714
UNIT A8
R22
4 628
UNIT A1.1
R22
4 601
UNIT A6
R22
4 601
UNIT A5
R22
4 663
UNIT A2
R22
5 949
UNIT B2
R22
5 949
UNIT B2
R22
4 748
UNIT A3
R22
4 674
UNIT A1.2
R22
4 704
UNIT A4
R22
4 674
UNIT A1.2
R22
4 704
UNIT A4
R22
5 902
UNIT B3
4 5
5 4
4 4
4 445
54 44
4 33
32 E
111
1 1
RF
DW
BB
BB
RF
DW
BB
BB
RF

DW BB BB
RF

DW BB BB
RF
RF
DW
BB
BB
RF

DW BB BB
RF

BB BB DW
W/D
W/D
W/D
W/D

W/DW/DW/D
W/D
W/D
W/D
REF
W/D
W/D
W/DW/D
DW
RF DW
BB
BB

DW RF RF DW
128'-8 37/64" GREATER THAN 1/3 THE OVERALL DIAGONAL 195'-6 19/32" DW
R22
5 946
UNIT B1
R22
4 718
R22 UNIT A
7 4
714
UNIT A8
R22
4 628
UNIT A1.1
A-23
40 601

AMENITY DECK
R22
4 601
UNIT A5
R22
4 663
UNIT A2
R22
5 949
UNIT B2
R22
5 949
UNIT B2
R22
4 748
UNIT A3
R22
4 674
UNIT A1.2
R22
4 704
UNIT A4
R22
4 674
UNIT A1.2
R22
4 704
UNIT A4
R22
5 902
UNIT B3
4 5
5 4
4 4
445
54 44
4 52
52 40
E
111
1 1 SCALE:
1/16" = 1'-0"
3RD-4TH FLOOR EGRESS PLAN
2 SCALE:
1/16" = 1'-0"
5TH FLOOR EGRESS PLAN
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 221 of 366 ends

546.92
546.94
546.98
547.03
547.18
546.60
547.40
547.32
547.86
547.98
548.11
549.32
549.29
549.78
550.01
550.45
550.39
550.22
550.72
550.86
550.98
551.04
550.69
550.70
550.68
550.75
550.63
550.78
551.06
551.08
550.53
550.50
549.87
549.19
548.29
546.96
547.03
546.63
546.78
546.78
546.77
546.36
546.50
546.60
546.68
547.44
549.19
549.95
549.94
549.28
549.33
549.94
548.34
548.24
546.75
546.90
546.27
545.93
546.35
546.91
547.14
547.49
548.75
549.48
550.05
550.22
550.37
550.81
550.60
550.77
550.47
550.58
550.44
549.68
546.33
546.99
547.62
548.00
547.68
547.54
547.14
547.11
546.77
546.56
546.47
546.44
546.12
546.59
546.57
547.02
547.21
547.54
550.97
550.88
550.42
550.58
551.27
551.23
550.96
551.03
546.24
546.25
546.26
546.13
546.12
546.27
549.77
549.85
550.31
550.41
550.12
549.97
550.08
549.45
549.60
549.51
550.37
550.35
550.51
550.60
549.91
550.02
550.33
550.57
549.41
549.36
549.21
549.47
548.94
548.76
549.15
549.04
549.06
548.59
549.08
548.84
548.63
548.20
548.76
548.95
549.07
549.38
549.89
549.39
548.66
546.80
547.75
547.93
548.74
548.36
547.99
548.42
548.95
549.95
547.66
547.59 547.53
547.79
547.75
547.29
547.25
546.77
546.59
546.52
546.80
546.42
546.26
546.37
546.21
546.52
546.71
546.90
547.10
547.02
546.69
547.12
545.88
548.59
546.06
546.14
546.24
546.27
547.27
547.12
547.00
546.81
546.91
546.70
545.76
545.72
545.56
545.08
545.20
545.25
E
E

COX WM COX

SDG&E WM WM
E
E
546
547
547
547
550 550
550
548
549
550
549
E
547
548
549
547
547
548
549
549
550

XFMR CONCRETE CURB

DRAIN INLET

CONCRETE DRIVEWAY

PED RAMP CONCRETE CURB CONCRETE CURB PLANTER PLANTER

PLANTER

6.0' WALK
CURB TO PL 5.3' CONCRETE CURB

UNDERDRAIN

UNDERDRAIN PLANTER PLANTER BRICK BRICK CONC CONC BOLLARD (TYP) CONCRETE CURB & GUTTER CONCRETE GUTTER

PED RAMP PLANTER PLANTER PLANTER ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT DIRT DIRT DIRT DIRT DIRT DIRT CONC CONC CONC CONC CONC CONC CONC

10.2'

WALK PARKING METER (TYP)

9.7'
CURB TO PL CONCRETE CURB & GUTTER LAMPPOST (TYP) GATEWAY POLES (TYP, 3 EA)

PED RAMP EDGE ASPHALT (SAWCUT LINE) TOP OF SLOPE TOE OF SLOPE ASPHALT BERM CONCRETE CURB ASPHALT ASPHALT ASPHALT ASPHALT BRICK BRICK BRICK BRICK CONC CONC SEWER MH RIM 547.72 CONC CONC CONC CONC CONC CONC CONC CONCCONC CONC CONC CONC CONC 549.18
TW
ALLEY

ALLISON AVENUE PALM AVENUE
30'
25' 10' 10'
6'
6' 3
3 5' 5
1'
MAP 1540 LOT 6
LOT 6 (PORTION)
30' CMU RETAING WALL

12.5'
PARCEL 3 (EASEMENT)
550
547.66
552.19
551.74
551.47
546.52
546.78
546.68
546.77
546.70
549.83
550.05
550.49
550.76
551.38
551.51
551.80
551.56
551.05
546.34
546.56
546.83
547.09
545.99
546.14
546.25
546.35
545.87
545.71
545.73
546.22
546.27
545.78
545.89
545.49
545.31
545.94
546.13
546.29
546.42
544.60
544.71
544.64
544.50
546.69
547.18
547.00
546.58
550.55
550.42
550.15
550.19
549.80
549.85
549.97
549.91
550.40
550.04
549.54
549.14
548.96
548.82
548.97
548.82
548.64
548.40
548.16
547.71
547.35
547.45
547.76
548.27
548.19
548.86
549.23

S S S S S S S S S S S S WMSDGE
CATV WMWM WM 549.31 ENTRY 549.83 ENTRY 545
545
550
550 IE 542.02
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S SEWER MH RIM 548.16 IE (541.95) SEWER MH RIM 546.52 IE (541.64) W
W
W
W
W
W
W
W

W WV WV
W W W W W W W W W W WM N25°16'14"W 179.70'
N64°43'46"E 100.05' N25°16'14"W 69.93'
N89°58'14"W 102.26'
N39°25'46"E 55.30'
N00°01'46"E 99.22' POINT "A"
S
S

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W
W
W
W
W
W
W
W
W
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
8" VCP
8" ACP 8" ACP
2" HP 8" HP 8" PVC
8" PVC
S
S
W
W
8" PVC
8" AC
8" AC
S
S
PALM AVENUE 537.0
EXISTING TOPO & DEMOLITION PLAN C1.0
NAJARS ENGINEERING, INC.
10769 WOODSIDE AVE, #204, SANTEE, CA 92071
PHONE (619) 971-7514 EMAIL: [email protected] sheet date job no. project title
6 5
42 1
37 8
9101112
65 4
2 1
3 7
89101112
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
S
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
S

LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942 435 sheet
9 -- EASEMENTS GRANTED TO: CITY OF LA MESA PURPOSE: PUBLIC SIDEWALK AND UTILITIES RECORDED: APRIL 25, 2008 PER DOC #2008-0221874 GRANTED TO: SAN DIEGO GAS AND ELECTRIC COMPANY PURPOSE: PUBLIC UTIILITIES, INGRESS AND EGRESS RECORDED: OCTOBER 6, 1969, PER DOC #183363, O.R. GRANTED TO: LA MESA, LEMON GROVE AND SPRING VALLEY IRRIGATION DISTRICT PURPOSE: PIPELINES RECORDED: JANUARY 27, 1940 IN BOOK 984, PAGE 401, O.R. AND RECORDED: JUNE 26, 1941 IN BOOK 1174, PAGE 497, O.R. LOCATION NOT DISCLOSED 532 Page 222 of 366
E
E

COX WM COX

SDG&E WM WM
E
546
547
547
547
550 550
550
548
549
550
549
547
548
549
547
547
548
549
549
550 CONCRETE CURB

DRAIN INLET

PED RAMP

6.0' WALK
CURB TO PL 5.3'

UNDERDRAIN

UNDERDRAIN PLANTER PLANTER BRICK BRICK CONC CONC BOLLARD (TYP) CONCRETE CURB & GUTTER CONCRETE GUTTER

PED RAMP CONC CONC CONC CONC CONC CONC CONC

10.2'

WALK PARKING METER (TYP)

9.7'
CURB TO PL CONCRETE CURB & GUTTER LAMPPOST (TYP) GATEWAY POLES (TYP, 3 EA)

PED RAMP EDGE ASPHALT (SAWCUT LINE) ASPHALT BERM CONCRETE CURB ASPHALT ASPHALT ASPHALT ASPHALT BRICK BRICK BRICK BRICK CONC CONC SEWER MH RIM 547.72 CONC CONCCONC CONC CONC CONC ALLEY

ALLISON AVENUE PALM AVENUE
30'
25' 10' 10'
MAP 1540 LOT 6
LOT 6 (PORTION)
30'

12.5'
PARCEL 3 (EASEMENT)
550

W WV WV
W W W W W W W W W W WM N25°16'14"W 179.70'
N64°43'46"E 100.05' N25°16'14"W 69.93'
N89°58'14"W 102.26'
N39°25'46"E 55.30'
N00°01'46"E 99.22' POINT "A"

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS W
W
W
W
W
W
W
W
W
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
8" VCP
8" ACP 8" ACP
2" HP 8" HP 8" PVC
8" PVC
S
S
W
W
8" PVC
8" AC
8" AC PALM AVENUE FF=547.75
FF=550.00 FF=546.25
FG=554.00 FG=551.00
FG=551.00 FF=547.75
FF=547.00 VARIES GF=546.25 - GF=550.00
G
S FG=551.00
SIGHT DISTANCE = 80' 537.0
CONCEPT GRADING PLAN C2.0
NAJARS ENGINEERING, INC.
10769 WOODSIDE AVE, #204, SANTEE, CA 92071
PHONE (619) 971-7514 EMAIL: [email protected] sheet date job no. project title
6 5
42 1
37 8
9101112
65 4
2 1
3 7
89101112
A
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
R
S
A
B
C
D
E
F
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R
S

LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942 435 sheet
9 -- Page 223 of 366
stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 ARCHITECTURAL SITE PLAN
A1-1
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW

EXISTING BUILDING FOOTPRINT

SITE PLAN LEGEND

PROPOSED BUILDING FOOTPRINT
HARDSCAPE: CONCRETE
HARDSCAPE: DECOMPOSED GRANITE
HARDSCAPE: PAVERS

LANDSCAPE

SECOND FLOOR
E
E
COX
WM
WM
COX
SDG&E
WM
WM
E
E
E
MAP 1089 / HOOD TRACT
LOT 32
LOT 33
MAP 1540 LOT 6
LOT 6 (PORTION)
547
547
547
550
550
550
547
548
549 550 551
551
551
548
549
550
549
547
548
549
547
547
548
549
549
550
551
551
550
40' 20' 10'
N0
17'-6" 82'-6"
2'-0"
80'-8" 87'-10"
1'-1"
102'-2 45/64"
81'-8 9/32"
5'-0"
83'-7 45/64"
179'-8 13/32" 10'-0"
25'-0"
99'-4 41/64"
30'-0" 100'-0"
10'-1"
97'-0"
17'-11"
24'-1"
18'-0"
55'-3 29/32"

BFBFBFBF BF
GG
PL
GAS
METERS
TREE
WELL
CURB
OUTLET
CURB
OUTLET

BACKFLOWS

STOREFRONT
PROPOSED 5-STORY

BUILDING

PALM AVE

ALLISON AVE
ALLEY
T
1 SCALE:
1" = 20'

SITE PLAN

REFER TO CIVIL PLANS FOR ADDITIONAL SITE AND GRADING INFORMATION 03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 224 of 366 ends

stamp
sheet
date
job no. project title
6 5
4 2
1 3
7 8
9 10
11 12
6 5
4 2
1 3
7 8
9 10
11 12

A B C D E F G H J K L M N P Q R S

A B C D E F G H J K L M N P Q R S LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 FLOOR PLAN
A2-1Stephen Dalton Architects 444
S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
W/D
REF
DW
W/D
REF
W/D
REF
DW
DW
100'-0"
17'-6" 15'-8" 5'-6" 18'-8" 24'-0" 18'-8"
179'-8 13/32"
2'-0"
78'-2"
2"
24'-10"
2"
24'-10"
2"
10'-0"
2"
30'-0"
1'-1"
102'-2 45/64"
3'-1 31/32"
9'-1"
24'-1"
2"
24'-1"
2"
9'-7"
30'-0"
1'-4" 26'-0" 1'-4" 26'-0" 1'-4" 26'-0" 1'-4"
83'-4"
88'-7 23/32"
5'-0"
4'-7 1/2"
22'-5"
9'-0"
1'-4"
26'-0"
1'-4"
17'-0"
1'-5 47/64"
1'-4" 9'-0" 8'-0" 9'-0" 1'-4" 9'-0" 8'-0" 9'-0" 1'-4" 9'-0" 8'-0" 9'-0" 5'-6"
9'-0"
1'-4"
9'-0"
8'-0"
9'-0"
1'-4"
9'-0"
8'-0"
5'-6"
9'-0"
1'-4"
9'-0"
8'-0"
9'-0"
1'-4"
9'-0"
8'-0"
9'-0"
9'-0"
1'-4"
9'-0" 8'-0" 9'-0" 1'-4" 9'-0" 9'-0" 12'-4" 9'-0" 8'-0" 6'-0" 17'-11"
24'-1"
18'-0"
2 A4-1
2 A4-1

COMMERCIAL WARM SHELL
(SLAB PER FUTURE T.I.)
STAIR
1 STAIR
2 TRASH
E
BOILER
LOBBY
UNIT
A12
UNIT
A13

UTILITY
ELEV
MECH
WS WS
1 2
3 4
5 6
29 28
27 26
24 7 8 9 10 11 12 13 14 15
23 22 21 20 19 18 17 16
ELEC
ROOM
MAIL

LEASING
OFFICE
PARCEL
ROOM
25 BIKES MPOE

STORAGE
T

BF BF BF BF BF
G
G
103 104 105
102
101
100
WM1 WM1
WM1
WM2
WM2
WM3
WM3 WM3
WM3
WM3
WM4 WM3 WM3 WM3
WM3
WM3
UNIT
A12
UNIT
A13
UNIT
A14
1 A4-1
1 A4-1
W/D
REF
DW
W/D
REF
DW
FLOOR
ABOVE
PL
BMP
BMP

STOREFRONT
SYSTEM
FR

WS WS WS
WS
WS
8" CONCRETE WALL
8" CMU WALL
6" METAL STUD @ 16" O.C.
3 5/8" METAL STUD @ 16" O.C.

WALL LEGEND (TYPE IA)

WALL-MOUNTED
(ALCON LIGHTING- ALCON 11247)

WALL-MOUNTED
(TECH LIGHTING- TLG345586)

WALL-MOUNTED
(VE- ZEN 11240)
WM1
WM2
WM3

ELECTRICAL SYMBOLS
1 SCALE: 1/8" = 1'-0"
1ST FLOOR PLAN
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 225 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 FLOOR PLAN
A2-2
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
DW
RF
RF
RF

DW BB BB
RF
DW
BB
BB
RF

DW BB BB
RF

BB BB DW
RF
DW
BB
BB
RF

DW BB BB
RF

DW BB BB
RF
DW
BB
BB
W/D
W/D
W/DW/D
W/D
W/D
W/D
REF
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
REF
DW
DW
2 A4-1
2 A4-1
RF DW
RF DW
BB
BB
DW RF
83'-7 47/64"
80'-7 17/64"
16'-8"
2'-0"
10'-0" 6'-9"
2'-6"
6'-7" 8'-7"
2'-0"
10'-0"
2'-9"
10'-0"
2'-0"
10'-7"
2'-0"
3'-1"
20'-0"
2"
24'-10"
2"
31'-10"
2"
24'-5"
2"
35'-10"
2"
10'-0"
2"
30'-0"
31'-10"
2"
10'-0" 2"
25'-4"
2"
30'-0"
5'-1"
35'-10"
2"
30'-0"
12'-6 23/32"
10'-7 17/64" 34'-11"
2"
34'-11"
25'-0" 10'-2"
6'-0"
2'-0" 3'-5"
2'-0" 3'-5"
2'-0" 3'-5"
2'-0" 3'-5"
2'-0" 6'-10"
6'-10"
2'-6"
7'-0"
2'-6"
3'-6"
6'-6"
11'-1"
2'-0"
8'-5" 3'-0" 15'-8" 5'-6" 6'-0" 3'-0" 8'-5" 3'-0"
1'-0"
5'-0"
2'-0"
35'-10" 25'-2" 28'-11"
7'-5" 82'-8" 8'-6" 9'-0" 12'-0" 18'-0"
6'-0"
8'-0"
8'-0"
1 A4-1
1 A4-1
2HR RATED GREASE SHAFT
STAIR 1
STAIR
UNIT
2 B1
UNIT A1.1UNIT A7UNIT A8
UNIT A1.2
UNIT A4
UNIT A1.2
UNIT A4
UNIT A5
UNIT A2
UNIT B2
UNIT B2
E

ELEC STORAGE
STOR.

COURTYARD
IDF
UNIT A6

CORRIDOR
STOR.

UNIT A3
UNIT B3
203
202
204
201
205
206 207 208 209 210
211
215
212
213
214
VLI
VLI
VLI
DW
6'-0" 24'-10" 25'-0" 4'-1"
27'-10"
2"
35'-10"
2'-0"
W/S
W/S
2x6 WOOD STUD @ 16" O.C.
2x4 WOOD STUD @ 16" O.C.
2x FURRING

WALL LEGEND (TYPE VA)
1 SCALE:
1/8" = 1'-0"
2ND FLOOR PLAN
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 226 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 FLOOR PLAN
A2-3
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4
RF

DW BB BB
RF
DW
BB
BB
RF
DW
BB
BB
RF

DW BB BB
DW
RF
RF

DW BB BB
RF
RF
DW
BB
BB
RF

DW BB BB
RF

BB BB DW
W/D
W/D
W/D
W/DW/D
REF
W/D
W/D
W/D
W/D
W/D
W/D
REF
W/D
W/D
W/DW/D
DW
DW
2 A4-1
2 A4-1
1 A4-1
1 A4-1
RF DW
BB
BB

DW RF RF DW
11'-1"
2'-0"
10'-0" 6'-9"
2'-6"
6'-7" 8'-7"
2'-0"
10'-0"
2'-9"
10'-0"
2'-0"
10'-7"
2'-0"
20'-0"
2"
24'-10"
2"
31'-10"
2"
24'-5"
2"
35'-10"
2"
10'-0"
2"
30'-0"
31'-10"
2"
10'-0" 2"
25'-4"
2"
30'-0"
35'-10"
2"
30'-0"
34'-11"
6'-0" 24'-10"
2"
24'-10"
27'-10"
2"
35'-10"
25'-0" 10'-2"
34'-11"
2"
8'-5" 3'-0" 15'-8" 5'-6" 6'-0" 3'-0" 8'-5" 3'-0"
1'-0"
5'-0"
2'-0"
35'-10"
2"
24'-10"
2"
24'-10"
9'-0"
2'-6"
9'-6" 5'-6"
1'-0"
11'-6"
2'-0" 3'-5"
2'-0" 3'-5"
2'-0" 3'-5"
2'-0" 3'-5"
2'-0" 6'-10"
2'-0"
11'-1"
6'-6"
3'-6"
2'-6"
7'-0"
2'-6"
6'-10"
6'-0"

STEP-BACK

STEP-BACK
2HR RATED GREASE SHAFT
STAIR 1
STAIR
UNIT
2 A8
UNIT A5
UNIT A2
UNIT A3
E

ELEC STORAGE
STOR.

IDF

CORRIDOR
STOR.

OPEN TO
BELOW
UNIT B1

CORRIDOR
UNIT A1.1UNIT A7
UNIT A1.2
UNIT A4
UNIT A1.2
UNIT A4
UNIT A2
UNIT B2
UNIT B2
UNIT A6
UNIT B3
303
302
304
301
305
306 307 308 309 310
311
315
312
313
314
VLI
VLI
VLI
401
VLI
415
VLI
DW
W/S
2x6 WOOD STUD @ 16" O.C.
2x4 WOOD STUD @ 16" O.C.
2x FURRING

WALL LEGEND (TYPE VA)
1 SCALE:
1/8" = 1'-0"
3RD-4TH FLOOR PLAN

Page 227 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 FLOOR PLAN
A2-4
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
RF
RF

DW BB BB
RF
DW
BB
BB
RF

DW BB BB
RF

BB BB DW
RF
DW
BB
BB
RF

DW BB BB
RF

DW BB BB
RF
DW
BB
BB
W/D
W/D
W/D
W/D
W/D
W/D

W/DW/DW/D
W/D
W/D
W/D
W/D
W/D
REF
DW
2 A4-1
2 A4-1
1 A4-1
1 A4-1
RF DW
RF DW
BB
BB
DW RF
66'-0"
35'-10"
2"
24'-10"
2"
24'-10"
20'-2" 24'-10"
2"
31'-10"
2"
24'-5"
2"
35'-10"
2"
10'-0"
2"
30'-0"
31'-10"
2"
10'-0" 2"
25'-4"
2"
30'-0"
35'-10"
2"
30'-0"
27'-10"
2"
35'-10"
25'-0" 10'-2"
34'-11"
2"
34'-11"
24'-10"
2"
24'-10"
2'-0"
17'-7"
3'-6"
2'-6"
7'-0"
2'-6"
6'-10"
2'-0"
3'-5" 2'-0"
3'-5" 2'-0"
3'-5" 2'-0"
3'-5" 2'-0"
8'-5" 3'-0" 15'-8" 26'-11"
4'-1 1/2"
2'-6"
8'-4" 5'-6" 7'-0" 11'-6"
6'-0"

ROOF ABOVE
2HR RATED GREASE SHAFT
STAIR 1
UNIT A9
UNIT A10
UNIT A2
E

STORAGE

OPEN TO
BELOW

ELEC IDF
AMENITY DECK UNIT A11 UNIT B1
UNIT A3
STAIR 2
UNIT A5
UNIT B1
UNIT B3
UNIT A1.2
UNIT A4
UNIT A1.2
UNIT A4
UNIT B2
UNIT B2
503
502
504
501
505
510
511
515
512
513
514
507 508 509

CORRIDOR
DW
W/S
2x6 WOOD STUD @ 16" O.C.
2x4 WOOD STUD @ 16" O.C.
2x FURRING

WALL LEGEND (TYPE VA)
1 SCALE:
1/8" = 1'-0"
5TH FLOOR
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 228 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 ROOF PLAN
A2-5
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
2 A4-1
2 A4-1
1 A4-1
1 A4-1
45'-1"
8'-6"
20'-11"
23'-8"
41'-11"
20'-1"
6'-0"
16'-1 49/64"
8'-6"
27'-10"
11'-1"
13'-4" 8'-7" 28'-11"
37'-1 1/64" 5'-6" 27'-5"
2'-0"
9'-1" 76'-9"
2'-0"
2'-0"
24'-11"
19'-0" 78'-5 1/2" 27'-5 1/2" 11'-8" 10'-2" 24'-0" 6'-0" 2'-0"
34'-2"
5'-0"
7'-0"
1 SCALE:
1/8" = 1'-0"

ROOF PLAN
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 229 of 366 ends

stamp
sheet
date
job no. project title
6 5
4 2
1 3
7 8
9 10
11 12
6 5
4 2
1 3
7 8
9 10
11 12

A B C D E F G H J K L M N P Q R S

A B C D E F G H J K L M N P Q R S LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 MATERIALS BOARD
A3-0Stephen Dalton Architects 444
S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW

WOOD SIDING/SOFFIT
MANUF: ALUMABOARD
COLOR: AMBER BAMBOO
SIZE: 6"

METAL PANELS
MANUF: CERACLAD
MODEL: CAST STRIPE
COLOR: DARK GRAY

BRICK VENEER
MANUF: BELDEN BRICK
MODEL: THIN BRICK
COLOR: ENGLISH GRAY VELOUR
SIZE: ECONOMO MODULAR (3 5/8" H
x 7 5/8" L)

INTEGRAL COLOR STUCCO
MANUF: LA HABRA
COLOR TO MATCH:

DUNN EDWARDS 'SOUR APPLE',
'DOLPHIN TALES' 'ECOLOGICAL'

PERFORATED METAL
MANUF: MCNICHOLS
MODEL: ROUND, STAINLESS STEEL,
1" ROUND

METAL SIDING
MANUF: BRIDGERSTEEL
MODEL: SNAP BATTEN (1 1/2" x 1
1/2")
COLOR: HEMLOCK GREEN
PANEL WIDTHS: 12", 16", 20" IN

VARIED PATTERN

CMU WALL
COLOR: VARIES

FIBER CEMENT BOARD
MANUF: JAMES HARDIE
MODEL: COLONIAL ROUGHSAWN
STOREFRONT COLOR: TERRA COTA
COLOR: DARK BRONZE ANODIZED

ALUMINUM
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 230 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 EXTERIOR ELEVATIONS
A3-1
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
G
L
NEFJ
DC
B
H
K I AF
64'-0"
62'-0"
17'-0" 10'-0" 10'-0" 10'-0" 9'-0" 6'-0"
1'-0"
9'-8"
13'-0"

MOUNTED SIGN LOCATION

CONDENSER UNIT

BEYOND PARAPET WALL
FGH
EB
N
K
58'-0"
62'-0"
17'-0" 10'-0" 10'-0" 10'-0" 9'-0" 6'-0"
10'-8"
11'-6"

CONDENSER UNIT

BEYOND PARAPET WALL
MARK ELEMENT DESCRIPTION MANUF / COLOR "HEMLOCK
GREEN"

BRIDGERSTEEL
MATCH DE5507 "SOUR APPLE"

DUNN EDWARDS

DARK GRAY

CERACLAD

ENGLISH GRAY
VELOUR

BELDEN BRICK
BLACK 100 MW
& GRAY

ORCO BLOCK
AMBER
BAMBOO

DARK BRONZE
MATCH DE6363 "POINTED ROCK
"
McNICHOLS
MATCH DE6091 "RED HOOK"
McNICHOLS

SNAP BATTEN
20/30 SAND
FINISH

CAST STRIPE

THIN BRICK

ECONOMO

MODULAR

RUNNING BOND

VARY COLOR
BY ROW
6" ALUMABOARD

ANODIZED

ALUMINUM

PERFORATED
METAL

METAL SIDING

EXTERIOR
CEMENT

PLASTER

METAL SIDING

BRICK VENEER

CMU WALL
SOFFIT

STOREFRONT
SYSTEM

GUARDRAIL

GUARDRAIL
MATCH DET600 "DOLPHIN TALES
"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER
MATCH DE5719 "ECOLOGICAL"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER
"TERRA COTTA"

JAMES HARDIE

COLONIAL

ROUGHSAWN

FIBER CEMENT
SIDING

DARK BRONZE W/ STAINLESS

STEEL CABLES

GUARDRAIL CABLE RAIL
MATCH DE6363 "POINTED ROCK
"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER

ABCDEFGHIJKLMN
EXT. FINISH SCHEDULE
1 SCALE:
1/8" = 1'-0"

WEST ELEVATION
2 SCALE:
1/8" = 1'-0"

SOUTH ELEVATION
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 231 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 EXTERIOR ELEVATIONS
A3-2
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
DBG
C
E
63'-0"
62'-0"
17'-0" 10'-0" 10'-0" 10'-0" 9'-0" 6'-0"

CONDENSER UNIT

BEYOND PARAPET WALL
BRICK VENEER:

DOWNING BLACK
BRICK VENEER:

TITANIUM
BRICK VENEER:

ENGLISH GRAY

CONCRETE COLUMN
B
C
DF
AK

MH I KF
64'-0"
17'-0" 10'-0" 10'-0" 10'-0" 9'-0" 8'-0"
1'-0"
10'-0"12'-0"

CONDENSER UNIT

BEYOND PARAPET WALL
MARK ELEMENT DESCRIPTION MANUF / COLOR "HEMLOCK
GREEN"

BRIDGERSTEEL
MATCH DE5507 "SOUR APPLE"

DUNN EDWARDS

DARK GRAY

CERACLAD

ENGLISH GRAY
VELOUR

BELDEN BRICK
BLACK 100 MW
& GRAY

ORCO BLOCK
AMBER
BAMBOO

DARK BRONZE
MATCH DE6363 "POINTED ROCK
"
McNICHOLS
MATCH DE6091 "RED HOOK"
McNICHOLS

SNAP BATTEN
20/30 SAND
FINISH

CAST STRIPE

THIN BRICK

ECONOMO

MODULAR

RUNNING BOND

VARY COLOR
BY ROW
6" ALUMABOARD

ANODIZED

ALUMINUM

PERFORATED
METAL

METAL SIDING

EXTERIOR
CEMENT

PLASTER

METAL SIDING

BRICK VENEER

CMU WALL
SOFFIT

STOREFRONT
SYSTEM

GUARDRAIL

GUARDRAIL
MATCH DET600 "DOLPHIN TALES
"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER
MATCH DE5719 "ECOLOGICAL"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER
"TERRA COTTA"

JAMES HARDIE

COLONIAL

ROUGHSAWN

FIBER CEMENT
SIDING

DARK BRONZE W/ STAINLESS

STEEL CABLES

GUARDRAIL CABLE RAIL
MATCH DE6363 "POINTED ROCK
"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER

ABCDEFGHIJKLMN
EXT. FINISH SCHEDULE
1 SCALE:
1/8" = 1'-0"
EAST ELEVATION2 SCALE:
1/8" = 1'-0"
NORTH ELEVATION 03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 232 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 COURTYARD ELEVATIONS
A3-3
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
CFD

DIAGONAL METAL SCREEN
CGF
D
MARK ELEMENT DESCRIPTION MANUF / COLOR "HEMLOCK
GREEN"

BRIDGERSTEEL
MATCH DE5507 "SOUR APPLE"

DUNN EDWARDS

DARK GRAY

CERACLAD

ENGLISH GRAY
VELOUR

BELDEN BRICK
BLACK 100 MW
& GRAY

ORCO BLOCK
AMBER
BAMBOO

DARK BRONZE
MATCH DE6363 "POINTED ROCK
"
McNICHOLS
MATCH DE6091 "RED HOOK"
McNICHOLS

SNAP BATTEN
20/30 SAND
FINISH

CAST STRIPE

THIN BRICK

ECONOMO

MODULAR

RUNNING BOND

VARY COLOR
BY ROW
6" ALUMABOARD

ANODIZED

ALUMINUM

PERFORATED
METAL

METAL SIDING

EXTERIOR
CEMENT

PLASTER

METAL SIDING

BRICK VENEER

CMU WALL
SOFFIT

STOREFRONT
SYSTEM

GUARDRAIL

GUARDRAIL
MATCH DET600 "DOLPHIN TALES
"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER
MATCH DE5719 "ECOLOGICAL"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER
"TERRA COTTA"

JAMES HARDIE

COLONIAL

ROUGHSAWN

FIBER CEMENT
SIDING

DARK BRONZE W/ STAINLESS

STEEL CABLES

GUARDRAIL CABLE RAIL
MATCH DE6363 "POINTED ROCK
"

DUNN EDWARDS
20/30 SAND
FINISH

EXTERIOR
CEMENT

PLASTER

ABCDEFGHIJKLMN
EXT. FINISH SCHEDULE
3 SCALE:
1/8" = 1'-0"

NORTH COURTYARD
2 SCALE:
1/8" = 1'-0"

EAST COURTYARD
1 SCALE:
1/8" = 1'-0"

SOUTH COURTYARD
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Page 233 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 EXTERIOR PERSPECTIVES
A3-4
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW

NORTH PERSPECTIVE NORTHWEST PERSPECTIVE

SOUTHWEST PERSPECTIVE WEST PERSPECTIVE
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PRESUBMITTAL REVIEW 4

Page 234 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 EXTERIOR PERSPECTIVES
A3-5
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW

COMMERCIAL CORNER COMMERCIAL FRONT

EAST PERSPECTIVE

RESIDENTIAL A LONG ALLISON RESIDENTIAL A LONG PALM

NORTHEAST PERSPECTIVE

SOUTH PERSPECTIVE
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05/20/2022
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PRESUBMITTAL REVIEW 4

Page 235 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 BUILDING SECTIONS
A4-1
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW

0.00' 1ST FLOOR

17.00' 2ND FLOOR

27.00' 3RD FLOOR

37.00' 4TH FLOOR

47.00' 5TH FLOOR
57'-0"
1'-0"
16'-0" 40'-0"

PARKING
UNIT A13
UNIT A4UNIT A1.2UNIT B1
UNIT A4UNIT A1.2UNIT B1
UNIT A4UNIT A1.2UNIT B1
UNIT A4UNIT A1.2UNIT B1

0.00' 1ST FLOOR

17.00' 2ND FLOOR

27.00' 3RD FLOOR

37.00' 4TH FLOOR

47.00' 5TH FLOOR
57'-0"
1'-0"
16'-0" 40'-0"

COMMERCIAL
UNIT A13
UNIT A6UNIT A1.1UNIT A7UNIT A8UNIT B1UNIT B2
UNIT B2
UNIT B2
UNIT B2
UNIT B1
UNIT B1
UNIT B1
UNIT A8
UNIT A8
UNIT A11
UNIT A7
UNIT A7
UNIT A11
UNIT A1.1
UNIT A1.1
UNIT A9
UNIT A6
UNIT A6

AMENITY
DECK
UNIT A13UNIT A14
2 SCALE:
1/8" = 1'-0"

BUILDING SECTION
1 SCALE:
1/8" = 1'-0"
BUILDING SECTION 1
03/21/2022
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05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 236 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 UNIT PLANS
A6-1
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW

BB BB DW
W/DW/D

RF RF DW

BEDROOM
11'-0"x16'-0"

LIVING ROOM
11'-6"x12'-0"

KITCHEN
14'-0"x12'-1"
BATH
DINING
CLOSET
7'-9" 5'-2" 16'-0" 6'-0"
3'-1" 32'-0"
9'-4" 3'-11" 11'-7"
24'-10"
13'-3" 11'-7"
34'-11"
DECK
RF

DW BB BB
W/D
11'-7" 13'-9"
30'-0"
2'-11" 8'-6" 13'-11"
7'-6" 5'-9" 12'-7" 4'-2"
25'-4"
25'-4"

LIVING ROOM
13'-0"x15'-1"

BEDROOM
11'-10"x11'-1"
BATH
DECK

KITCHEN
13'-0"x12'-4"

STORAGE
DINING
CLOSET
LINEN
WS
RF

DW BB BB
W/D
13'-4" 11'-6"
30'-0"
7'-6" 5'-7" 10'-11" 6'-0"
13'-4" 8'-7" 2'-11"
30'-0"
24'-10"
24'-10"
1'-6"

BEDROOM
11'-1"x10'-2"
BATH

LIVING ROOM
12'-6"x16'-4"

KITCHEN
12'-6"x12'-9"
DINING
DECK

STORAGE
LINEN
CLOSET
RF

DW BB BB
W/D
11'-7" 16'-3"
27'-10"
30'-0"
2'-11" 8'-6" 16'-5"
27'-10"
7'-6" 5'-9" 12'-7" 4'-2"

BEDROOM
12'-1"x9'-8"

LIVING ROOM
15'-4"x15'-2"

KITCHEN
14'-5"x12'-10"
BATH
DECK
LINEN
DINING
CLOSET
WS
RF

DW BB BB
W/D
24'-10"
13'-4" 8'-7" 2'-11"
32'-0"
11'-3" 20'-9"
7'-6" 5'-7" 12'-11" 6'-0"
13'-4" 11'-6"

LIVING ROOM
20'-4"x12'-5"

KITCHEN
12'-9"x12'-5"
BATH

BEDROOM
11'-1"x14'-2"
DINING
LINEN
WS
5 SCALE:
1/4" = 1'-0"
UNIT A4
3 SCALE:
1/4" = 1'-0"
UNIT A2
1 SCALE:
1/4" = 1'-0"
UNIT A1.1
4 SCALE:
1/4" = 1'-0"
UNIT A3
2 SCALE:
1/4" = 1'-0"
UNIT A1.2
747 SF
694 SF
725 SF
800 SF
743 SF
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 237 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 UNIT PLANS
A6-2
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
RF

DW BB BB
W/D
12'-0" 18'-0"
2'-11" 8'-7" 20'-4"
11'-11 1/2" 12'-5 1/2" 7'-5"
6'-0" 24'-0"
31'-10"
30'-0"30'-0"
31'-10"
BATH
CLOSET

LIVING ROOM
12'-0"x20'-1"

KITCHEN
12'-0"x9'-0"

BEDROOM
10'-5"x11'-3"
DEN
7'-0"x11'-1"

STORAGE
DECK
LINEN
DINING
W/D
REF
DW
14'-6" 11'-11" 3'-7"
7'-5" 12'-11" 11'-6"
14'-0" 10'-5"
6'-0" 24'-0"
30'-0"30'-0"
31'-10"
24'-5"
DECK
DEN
7'-0"x11'-1"
CLOSET
BATH

BEDROOM
10'-5"x11'-3"

LIVING ROOM
12'-0"x20'-1"

KITCHEN
12'-0"x9'-0"

STORAGE
LINEN
DINING
WS
DW
RF
W/D

BEDROOM
11'-0"x11'-0"

LIVING ROOM
13'-0"x12'-0"

KITCHEN
BATH
9'-6" 10'-6"
4'-0" 25'-0"
12'-11" 12'-1"
15'-3" 3'-6" 7'-4" 5'-9"
31'-10"
25'-0"
RF
W/D
19'-9" 12'-1"
31'-10"
13'-3 1/2" 11'-8 1/2"
25'-0"
8'-8 19/64" 3'-11" 7'-5"
27'-8"
W/S

BEDROOM
11'-3"x11'-3"

LIVING ROOM
15'-2"x11'-8"

KITCHEN
BATH
DINING
DW
LINEN
3 SCALE:
1/4" = 1'-0"
UNIT A7
4 SCALE:
1/4" = 1'-0"
UNIT A8
2 SCALE:
1/4" = 1'-0"
UNIT A6
1 SCALE:
1/4" = 1'-0"
UNIT A5
787 SF
821 SF
648 SF 648 SF
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PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 238 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 UNIT PLANS
A6-3
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
RF

DW BB BB
W/D
11'-6" 13'-4"
24'-0" 6'-0"
7'-6" 5'-7" 10'-11"
24'-10"

BEDROOM
11'-1"x10'-2"
BATH

LIVING ROOM
12'-6"x10'-4"
DECK

KITCHEN
12'-6"x12'-9"
DINING
LINEN
CLOSET

WS RF DW BB BB
W/D
2HR RATED GREASE SHAFT

BEDROOM
10'-6"x11'-0"
BATH

LIVING ROOM
12'-0"x10'-6"

KITCHEN
13'-0"x12'-6"
DINING
12'-9" 11'-8"
6'-0" 24'-0"6'-0" 10'-11" 5'-7" 7'-6"
24'-0"
24'-5"
RF

DW BB BBDW BB BB
W/D
2HR RATED GREASE SHAFT

BEDROOM
11'-0"x10'-6"
BATH

LIVING ROOM
19'-5"x10'-8"

KITCHEN
12'-6"x12'-6"
DECK
DINING
11'-8" 12'-9" 7'-5"
6'-0" 10'-11" 5'-7" 7'-6"
11'-8" 20'-2"
6'-0" 17'-8" 2'-11" 3'-5"
31'-10"
24'-0"
10'-6" 14'-4"
28'-8"
8'-2" 16'-8"
24'-10"
14'-10" 2'-6" 11'-4"
2'-0"

LIVING ROOM
13'-7"x18'-6"
BATH

KITCHEN
WS
W/D
REF
DW

BEDROOM
10'-0"x15'-8"
DINING
WS
W/D
REF
DW
8'-0" 21'-11"
29'-11"
1'-0"
12'-0" 15'-8"
13'-11" 15'-0"
1'-0"
12'-6" 4'-10" 11'-4"
28'-8"
1'-11"
1'-8"

LIVING ROOM
13'-7"x18'-6"

BEDROOM
13'-0"x12'-8"

BATH KITCHEN
DINING
WS
W/D
REF
DW
12'-1" 4'-5" 7'-7"
27'-0"
11'-0" 13'-1"
11'-0" 2'-6" 8'-6" 5'-6"
24'-4"
1'-10"
BATH

BEDROOM
10'-0"x11'-0"

KITCHEN

LIVING ROOM
13'-0"x12'-1"
WS
DINING
1 SCALE:
1/4" = 1'-0"
UNIT A9
3 SCALE:
1/4" = 1'-0"
UNIT A11
2 SCALE:
1/4" = 1'-0"
UNIT A10
2 SCALE:
1/4" = 1'-0"
UNIT 13
3 SCALE:
1/4" = 1'-0"
UNIT 14
1 SCALE:
1/4" = 1'-0"
UNIT 12
600 SF 764 SF 586 SF
LVL 5 LVL 5 LVL 5
595 SF 712 SF 832 SF
LVL 1 LVL 1 LVL 1
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 239 of 366 ends

stamp
sheet
date
job no.
project title
654213789
10 11
12 654213789
10 11
12 ABCDEFGHJKLMNPQRS
ABCDEF
G
H
J
KLMNP
Q

RS LA MESA VILLAGE
4757 PALM AVE, LA MESA, CA 91942
2036
sheet
9 UNIT PLANS
A6-4
Stephen Dalton Architects
444 S. CEDROS. STUDIO 190
SOLANA BEACH. CA 92075
t: 858.792.5906 / f: 858.792.5916
08/05/2021

PRESUBMITTAL REVIEW
RF

DW BB BB
W/D
11'-3" 24'-7"
13'-1" 5'-5" 11'-6"
7'-3" 5'-0" 11'-9" 6'-0"
11'-1" 13'-1" 11'-8"
30'-0"
35'-10"
DECK
BATH

BEDROOM
10'-5"x11'-0"

BEDROOM
11'-0"x11'-0"

LIVING ROOM
12'-11"x12'-2"

KITCHEN
12'-8"x8'-10"
CLOSET
BATH

LINEN DINING
CLOSET
LINEN
WS
RF

DW BB BB
1,024 sq ft
W/D
35'-10"
30'-0"
11'-1" 13'-1" 11'-8"
7'-3" 5'-0" 11'-9" 6'-0"
5'-9" 7'-4" 5'-5" 11'-6"
11'-3" 24'-7"
DECK
BATH
BATH
CLOSET

BEDROOM
10'-10"x11'-0"

BEDROOM
11'-0"x11'-0"

LIVING ROOM
12'-8"x17'-5"

KITCHEN
12'-8"x12'-4"
CLOSET
DINING
LINEN
WS
W/D
REF
DW

BEDROOM
11'-6"x10'-6"
BATH

LIVING ROOM
16'-6"x12'-6"

KITCHEN
12'-0"x12'-6"
BATH

BEDROOM
11'-0"x11'-6"
11'-1" 24'-9"
24'-0" 7'-0"
4'-8" 26'-4"
35'-10"
31'-0"
26'-2" 9'-8"
35'-10"
31'-0"
1 SCALE:
1/4" = 1'-0"
UNIT B1
2 SCALE:
1/4" = 1'-0"
UNIT B2
3 SCALE:
1/4" = 1'-0"
UNIT B3
1,013 SF
1,024 SF
1,030 SF
03/21/2022
PRESUBMITTAL REVIEW 2
05/20/2022
PRESUBMITTAL REVIEW 3
09/14/2022
PRESUBMITTAL REVIEW 4

Page 240 of 366 ends

SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA L-1.00 COVER SHEET LA MESA VILLAGE LANDSCAPE CONCEPT PLANS 4757 PALM AVE, LA MESA, CA 91942 GENERAL NOTES: THE FOLLOWING GENERAL NOTES ARE PROVIDED BY THE LANDSCAPE ARCHITECT WITH THE INTENTION OF PROVIDING OVERALL DIRECTIONS FOR THE CONTRACTOR. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. CONTRACTOR SHALL COORDINATE LANDSCAPE WORK WITH THE WORK OF OTHER TRADES AND PROFESSIONS PRESENT ON SITE. CONTRACTOR SHALL MAINTAIN PROPER DRAINAGE THROUGHOUT THE ENTIRE CONSTRUCTION CYCLE. 1.1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF EXISTING AND PROPOSED UTILITIES WITHIN THE PROJECT LIMITS WHICH MAY BE AFFECTED BY INSTALLATION. IMMEDIATELY CONTACT THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE IN THE CASE OF A CONFLICT. 2. CONTRACTOR SHALL VERIFY WITH THE LANDSCAPE ARCHITECT / OWNER'S REPRESENTATIVE THAT PLANS IN HAND ARE CURRENT AND APPROVED. 2.1. DO NOT SCALE DRAWINGS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS AND AND NOTIFY LANDSCAPE ARCHITECT / OWNER'S AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 4. ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 5. REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 6. THE CONTRACTOR SHALL OBTAIN NECESSARY AND / OR REQUIRED PERMITS AND PAY ALL RELATED FEES AND / OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. 7. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE WORK IS TO TAKE PLACE. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN ON THESE DRAWINGS AND SPECIFICATIONS UNLESS SPECIFICALLY NOTED OTHERWISE. 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE SHOWN; THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS DURING CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES, WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND HIS ENGINEERS, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE GENERAL CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 10. A PROTECTION FENCE SHALL BE CONSTRUCTED AND MAINTAINED DURING CONSTRUCTION CONFORMING TO THE REQUIREMENTS OF THE BUILDING CODE. 11. MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION AS REQUIRED BY APPLICABLE REGULATIONS. 12. THE GENERAL CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENT FURNISHED WILL BE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS. 13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER. 14. PROVIDE FACILITIES FOR THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH C.A.C. TITLE 24 AND AS REQUIRED BY THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). 15. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 16. PAVING, MASONRY AND CONCRETE SUBCONTRACTORS ARE TO COORDINATE WITH THE ELECTRICIAN, DRAIN LINE SUBCONTRACTOR AND IRRIGATION SUBCONTRACTOR FOR SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH HARDSCAPE ELEMENTS. 17. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 18. IN THE CASE OF DISCREPANCIES IN THE DRAWINGS, SPECIFICATIONS TAKE PRECEDENCE OVER DETAILS, AND DETAILS TAKE PRECEDENCE OVER PLANS. 19. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE PROJECT LANDSCAPE ARCHITECT.. 20. THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL TRADES ARE PROVIDED WITH CURRENT DRAWINGS AND SPECIFICATIONS APPROVED FOR CONSTRUCTION. DO NOT ALLOW DOCUMENTS NOT APPROVED FOR CONSTRUCTION TO BE USED IF SEEN ON SITE. 21. ALL LOCAL, MUNICIPAL, COUNTY AND STATE REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF WORK ARE HEREBY INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS TO BE CARRIED OUT BY THE CONTRACTOR. PUBLIC RIGHT OF WAY: ANY EXISTING CONCRETE STAMPS ON EXISTING RIGHT OF WAY CONCRETE SHALL BE PRESERVED/PROTECTED IN PLACE. ANY NEW OR REPLACEMENT OF SIDEWALK WILL MAINTAIN THE SAME WIDTH, TEXTURE, SCORING PATTERN, COLOR AND MATERIAL OF THE EXISTING OR BE IN SUBSTANTIAL CONFORMANCE WITH THE HISTORIC DESIGN OF SIDEWALKS OF ADJACENT PROPERTIES. MINIMUM TREE SEPARATION DISTANCE: IMPROVEMENT MINIMUM DISTANCE TO STREET TREE TRAFFIC SIGNALS (STOP SIGN) 20 FEET UNDERGROUND UTILITY LINES 5 FEET (10' FOR SEWER) ABOVE GROUND UTILITY STRUCTURES 10 FEET DRIVEWAY (ENTRIES) 10 FEET INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS) 25 FEET SEWER LINES 10 FEET CONTRACTOR SHALL REPAIR AND REPLACE ALL EXISTING LANDSCAPE, IRRIGATION, AND ANY EXISTING IMPROVEMENTS DISPLACED OR DAMAGED AS A RESULT OF PERFORMING THE WORK OF THIS CONTRACT AT NO ADDITIONAL COST TO THE OWNER. EXISTING LANDSCAPE AND IRRIGATION SHALL BE EXTENDED IN-KIND INTO AREAS LEFT VACANT BY DEMOLITION AT NO ADDITIONAL COST TO THE OWNER. LANDSCAPE NOTES: ALL LANDSCAPE AND IRRIGATION PLANS SHALL CONFORM TO APPLICABLE MUNICIPAL AND REGIONAL DESIGN CODE, LANDSCAPE REGULATIONS, STREETSCAPE MANUALS, OR LANDSCAPE STANDARDS. 1. ALL LANDSCAPE AREAS NOT CONTAINING TREES SHALL HAVE A MINIMUM FINISHED DIMENSION OF 3 FEET (WIDTH) MEASURED FROM THE INSIDE FACE OF PAVEMENT. 2. EACH TREE SHALL BE PLANTED IN AN AIR AND WATER-PERMEABLE PLANTING AREA OF AT LEAST 40 SQUARE FEET WITH A MINIMUM FINISHED DIMENSION (WIDTH) OF 5 FEET MEASURED FROM THE INSIDE FACE OF PAVEMENT. THE PLANTING AREA SHALL BE UNENCUMBERED BY UTILITIES. 3. ALL IRRIGATION DESIGN AND INSTALLATION SHALL CONFORM MUNICIPAL AND REGIONAL STANDARDS AS WELL AS INDUSTRY BEST PRACTICES. 4. ANY CHANGES TO THE STREETSCAPE, SITE AND/OR LANDSCAPE PLANS SHALL BE SUBMITTED TO THE LANDSCAPE ARCHITECT PRIOR TO SUBMITTAL TO THE APPLICABLE MUNICIPAL OR REGIONAL REVIEW / APPROVAL AGENCY. 5. ANY DISCREPANCY OR CONFLICTS IN DIMENSIONS, LANDSCAPE AREAS, OR MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS, LANDSCAPE ARCHITECT, AND THE AFFECTED DISCIPLINES IMMEDIATELY. 6. TREES SHALL BE SELF-SUPPORTING, WOODY PLANTS WITH AT LEAST ONE WELL-DEFINED TRUNK AND SHALL NORMALLY ATTAIN A MATURE HEIGHT AND SPREAD OF AT LEAST 15 FEET WITHIN 8 YEARS OF PLANTING. 7. NO TREES OR SHRUBS EXCEEDING THREE FEET IN HEIGHT AT MATURITY TO BE INSTALLED WITHIN TEN FEET OF ANY PUBLIC SEWER FACILITIES OR IN THE PUBLIC EASEMENT. Sheet List Table Sheet Number Sheet Title L-1.00 COVER SHEET L-2.00 CONSTRUCTION PLAN L1 L-2.01 CONSTRUCTION PLAN L2 L-2.03 CONSTRUCTION PLAN ROOF DECK L3.00 IRRIGATION PLAN L1 L-3.01 IRRIGATION PLAN L2 L-3.02 IRRIGATION PLAN ROOF DECK L-4.00 PLANTING PLAN L1 L-4.01 PLANTING PLAN L2 L-4.02 PLANTING PLAN ROOF DECK L-5.00 RENDER VIEWS Page 241 of 366 COMMERCIAL LW 1 STAIR 1 STAIR 2 TRASH E BOILER LOBBY LW 2 LW 3 LW 1 LW 2 UTILITY ELEV MECH 1 2 3 4 5 6 29 28 27 26 24 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 ELEC ROOM MAIL LEASING OFFICE PARCEL ROOM 25 BIKES MPOE STORAGE T BF BF BF BF BF GG FR G G G G G G G G E E COX

SDG&E WM WM E ALLISON AVENUE PALM AVENUE S S S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W W S S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SW S S CONSTRUCTION SCHEDULE - L1 01 PAVEMENTS, RAMPS, CURBS SYMBOL DESCRIPTION QTY UNILOCK PAVERS 928 SF WOOD DECKING 350 SF 05 SITE FURNISHINGS SYMBOL DESCRIPTION QTY BISTRO TABLE - SQUARE 10 BISTRO TABLE - RECTANGLE 2 BISTRO CHAIR 24 TREE GRATE - SQUARE 5 LIGHT BOLLARD 8 WOOD BENCH 24 SF TWIG BENCH 85 SF 06 RAILINGS, BARRIERS, FENCING SYMBOL DESCRIPTION QTY CORTEN STEEL 18 LF 09 PLANTING AND LANDSCAPE SYMBOL DESCRIPTION QTY PLANTING AREA 873 SF EXISTING TO REMAIN SYMBOL DESCRIPTION QTY POST FOR STRING LIGHTS 3 PARKING METER 10 UNDERDRAIN 2 REFERENCE SCHEDULE SYMBOL DESCRIPTION QTY BMP PER CIVIL 01-01 01-02 05-01 05-02 05-03 05-04 05-05 05-06 05-07 06-01 09-01 E-101 E-102 E-103 R-101 SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA N 0SCALE: 5 10 20 1"=10'-0" L-2.00 CONSTRUCTION PLAN L1 Page 242 of 366 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 05-08 (TYP.) 05-03 (TYP.) 05-0905-10 (TYP.) 05-11 05-16 05-15 (TYP.) 05-12 05-13 05-14 (TYP.) 09-01 09-02 01-02 (TYP.) 01-01 06-01 (TYP.) (TYP.) 10-01 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 CONSTRUCTION SCHEDULE - L2 01 PAVEMENTS, RAMPS, CURBS SYMBOL DESCRIPTION QTY UNILOCK PAVERS 169 SF WOOD DECKING 717 SF 05 SITE FURNISHINGS SYMBOL DESCRIPTION QTY BISTRO CHAIR 12 05 SITE FURNISHINGS SYMBOL DESCRIPTION QTY BISTRO TABLE - ROUND 3 DINING TABLE 1 DINING CHAIR 4 DINING BENCH 1 3 SEATER SOFA 1 2 SEATER SOFA 1 LOUNGE CHAIR 3 SIDE TABLE 3 BBQ GRILL 2 06 RAILINGS, BARRIERS, FENCING SYMBOL DESCRIPTION QTY CORTEN STEEL 87 LF 09 PLANTING AND LANDSCAPE SYMBOL DESCRIPTION QTY PLANTING AREA 720 SF ARTIFICIAL TURF 320 SF 10 MISCELLANEOUS ELEMENTS SYMBOL DESCRIPTION QTY COUNTERTOP 42 SF 01-01 01-02 05-03 05-08 05-09 05-10 05-11 05-12 05-13 05-14 05-15 05-16 06-01 09-01 09-02 10-01 N 0SCALE: 2 4 8 1/4"=1'-0" L-2.01 CONSTRUCTION PLAN L2 SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA Page 243 of 366 STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S 05-21 (TYP.) 05-17 (TYP.) 05-18 (TYP.) 05-12 05-19 05-20 (TYP.) (TYP.)05-22 05-09 05-10 (TYP.) R-102 R-102 05-13 06-01 ROOFLINE OVERHEAD 01-02 05-07 CONSTRUCTION SCHEDULE - ROOF DECK 01 PAVEMENTS, RAMPS, CURBS SYMBOL DESCRIPTION QTY WOOD DECKING 595 SF 05 SITE FURNISHINGS SYMBOL DESCRIPTION QTY BUILT-IN BENCH 37 SF DINING TABLE 1 DINING CHAIR 3 3 SEATER SOFA 1 2 SEATER SOFA 1 BAR HEIGHT TABLE 3 BAR HEIGHT STOOL 7 SQUARE TABLE 4 ARM CHAIR 2 PLANTER POTS 9 FIRE PIT 1 06 RAILINGS, BARRIERS, FENCING SYMBOL DESCRIPTION QTY CORTEN STEEL 31 LF 09 PLANTING AND LANDSCAPE SYMBOL DESCRIPTION QTY PLANTING AREA 77 SF REFERENCE SCHEDULE SYMBOL DESCRIPTION QTY RAISED PLANTER 01-02 05-07 05-09 05-10 05-12 05-13 05-17 05-18 05-19 05-20 05-21 05-22 06-01 09-01 R-102 N 0SCALE: 2 4 8 1/4"=1'-0" L-2.03 CONSTRUCTION PLAN ROOF DECK SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA Page 244 of 366 COMMERCIAL LW 1 STAIR 1 STAIR 2 TRASH E BOILER LOBBY LW 2 LW 3 LW 1 LW 2 UTILITY ELEV MECH 1 2 3 4 5 6 29 28 27 26 24 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 ELEC ROOM MAIL LEASING OFFICE PARCEL ROOM 25 BIKES MPOE STORAGE T BF BF BF BF BF GG FR G G G G G G G G E E COX
SDG&E WM WM E ALLISON AVENUE PALM AVENUE S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W S S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SW S S COMMERCIAL LW 1 STAIR 1 STAIR 2 TRASH E BOILER LOBBY LW 2 LW 3 LW 1 LW 2 UTILITY ELEV MECH 1 2 3 4 5 6 29 28 27 26 24 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 ELEC ROOM MAIL LEASING OFFICE PARCEL ROOM 25 BIKES MPOE STORAGE T BF BF BF BF BF GG FR G G G G G G G G E E COX
SDG&E WM WM E ALLISON AVENUE PALM AVENUE S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W S S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SW S S COMMERCIAL LW 1 STAIR 1 STAIR 2 TRASH E BOILER LOBBY LW 2 LW 3 LW 1 LW 2 UTILITY ELEV MECH 1 2 3 4 5 6 29 28 27 26 24 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 ELEC ROOM MAIL LEASING OFFICE PARCEL ROOM 25 BIKES MPOE STORAGE T BF BF BF BF BF GG FR G G G G G G G G E E COX
SDG&E WM WM E ALLISON AVENUE PALM AVENUE S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W S S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SW S S MV LOCATION SHOWN DIAGRAMMATICALLY FOR CLARITY ONLY. TO BE LOCATED PER SERVICE LINE LOCATION AND FIELD CONDITIONS. 14GPM 42PSI LEVEL 2 IRRIGATION DEMAND 20.00 0.00 3GPM 41PSI 48.00 LEVEL 5 IRRIGATION DEMAND 1 1" 3.00 1 2 1" 3.30 2 3 1" 3.75 3 4 1" 1.63 4 3 4" 3 4" 3 4" 3 4" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DRIP CONTROL ZONE KIT HUNTER ICZ-101-25. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 4 PIPE TRANSITION POINT PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. 9 TREE RING - 2 DRIP RINGS HUNTER HDL-09-12, 2 DRIP RINGS @ 12" SPACING FROM TRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING. 15 AREA TO RECEIVE DRIPLINE DRIPLINE HDL-04-12-CV: HUNTER DRIPLINE W/ 0.4 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH TAN STRIPING. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. 808.8 L.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY QUICK COUPLER VALVE HUNTER HQ-33DLRC, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. 3 FULL PORT BRASS BALL VALVE LANDSCAPE PRODUCTS INC. BBV. 1/2", 3/4", 1", 1-1/4", 1-1/2", 2", 2-1/2", 3". SUITABLE FOR A FULL RANGE OF LIQUIDS AND GASES IN RESIDENTIAL AND COMMERCIAL APPLICATIONS. 1 3" PLASTIC ELECTRIC MASTER VALVE 3" HUNTER ICV-A, ANGLE CONFIGURATION, WITH NPT THREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPAL USE. 1 REDUCED PRESSURE BACKFLOW PREVENTER 3/4" FEBCO 825Y 1 IRRIGATION CONTROLLER HUNTER HCC-1600-M. 16 STATION OUTDOOR WI-FI ENABLED, FULL-FUNCTIONING CONTROLLER WITH TOUCHSCREEN & ONE ICM-800 MODULE. COMMERCIAL USE. METAL CABINET. 1 SOLAR SYNC HUNTER SOLAR-SYNC. SOLAR, RAIN FREEZE SENSOR WITH OUTDOOR INTERFACE, CONNECTS TO HUNTER PCC, PRO-C, AND I-CORE CONTROLLERS, INSTALL AS NOTED. INCLUDES 10 YEAR LITHIUM BATTERY AND RUBBER MODULE COVER, AND GUTTER MOUNT BRACKET. WIRED. 1 FLOW SENSOR HUNTER HC-075-FLOW. 3/4" FLOW METER FOR USE WITH HYDRAWISE ENABLED CONTROLLER TO MONITOR FLOW AND PROVIDE SYSTEM ALERTS. ALSO FUNCTIONS AS STAND ALONE FLOW TOTALIZER/SUB METER ON ANY RESIDENTIAL OR COMMERCIAL IRRIGATION SYSTEM. 1 CAP FOR FUTURE USE CAP AT THE MAINLINE OR LATERAL LINE FOR FUTURE USE. THE PRESSURE AND FLOW PROVIDED TO THAT LOCATION ARE INDICATED NEXT TO THE CAP SYMBOL. 2 WATER METER 3/4" 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 788.4 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 333.8 L.F. MV XX Valve Number Valve Flow Valve Size Valve Callout # #" # IRRIGATION SCHEDULE Generated: 2022-03-21 13:20 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: 3/4" Flow Available 22.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 80.00 PSI Elevation Change: 5.00 ft Service Line Size: 3" Length of Service Line: 20 ft Pressure Available: 78.00 psi DESIGN ANALYSIS Maximum Station Flow: 14 GPM Flow Available at POC: 22.5 GPM Residual Flow Available: 8.5 GPM Critical Station: 3 Design Pressure: 30 PSI Friction Loss: 0.29 PSI Fittings Loss: 0.03 PSI Elevation Loss: 0 PSI Loss through Valve: 10 PSI Pressure Req. at Critical Station: 40.32 PSI Loss for Fittings: 1.06 PSI Loss for Main Line: 10.62 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 11.35 PSI Loss for Master Valve: 1.9 PSI Loss for Water Meter: 0.5 PSI Critical Station Pressure at POC: 65.75 PSI Pressure Available: 78 PSI Residual Pressure Available: 12.25 PSI CRITICAL ANALYSIS SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA N 0SCALE: 5 10 20 1"=10'-0" L3.00 IRRIGATION PLAN L1 Page 245 of 366 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 1 1" 5.19 1 2 1" 5.62 2 3 4" 3 4" 3 4" 3 4" 3 4" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DRIP CONTROL ZONE KIT HUNTER ICZ-101-25. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 2 PIPE TRANSITION POINT PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. 8 TREE RING - 2 DRIP RINGS HUNTER HDL-09-12, 2 DRIP RINGS @ 12" SPACING FROM TRUNK TO FIRST RING. 30" SPACING FROM TRUNK TO SECOND RING. 7 AREA TO RECEIVE DRIPLINE DRIPLINE HDL-04-12-CV: HUNTER DRIPLINE W/ 0.4 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH TAN STRIPING. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. 713.1 L.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY QUICK COUPLER VALVE HUNTER HQ-33DLRC, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. 1 POINT OF CONNECTION 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 384.0 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 8.2 L.F. Valve Number Valve Flow Valve Size Valve Callout # #" # IRRIGATION SCHEDULE Generated: 2021-08-04 16:49 P.O.C. NUMBER: 02 Water Source Information: FLOW AVAILABLE Custom Max Flow: 14 GPM Flow Available 14 GPM PRESSURE AVAILABLE Static Pressure at POC: 42.00 PSI Pressure Available: 42.00 psi DESIGN ANALYSIS Maximum Station Flow: 14 GPM Flow Available at POC: 14 GPM Residual Flow Available: 0 GPM Critical Station: 1 Design Pressure: 30 PSI Friction Loss: 1.36 PSI Fittings Loss: 0.14 PSI Elevation Loss: 0 PSI Loss through Valve: 10.19 PSI Pressure Req. at Critical Station: 41.2 PSI Loss for Fittings: 0 PSI Loss for Main Line: 0.01 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 41.21 PSI Pressure Available: 42 PSI Residual Pressure Available: 0.79 PSI CRITICAL ANALYSIS SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA N 0SCALE: 2 4 8 1/4"=1'-0" L-3.01 IRRIGATION PLAN L2 Page 246 of 366 STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S 3 4" 3 4" 1 1" 3.00 1 2 1" 0.52 2 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY FLOOD BUBBLER 10 HUNTER PCB, 1/2" FIPT. 9 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DRIP CONTROL ZONE KIT HUNTER ICZ-101-25. 1" ICV GLOBE VALVE WITH 1" HY100 FILTER SYSTEM. PRESSURE REGULATION: 25PSI. FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESS STEEL SCREEN. 2 PIPE TRANSITION POINT PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING WITH RISER TO ABOVE GRADE INSTALLATION. 3 AREA TO RECEIVE DRIPLINE DRIPLINE HDL-04-12-CV: HUNTER DRIPLINE W/ 0.4 GPH EMITTERS AT 12" O.C. CHECK VALVE, DARK BROWN TUBING WITH TAN STRIPING. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. INSTALL WITH HUNTER PLD BARBED OR PLD-LOC FITTINGS. 77.2 L.F. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY QUICK COUPLER VALVE HUNTER HQ-33DLRC, YELLOW LOCKING RUBBER COVER, RED BRASS AND STAINLESS STEEL, WITH 3/4" NPT INLET, 2-PIECE BODY. 1 POINT OF CONNECTION 1 IRRIGATION LATERAL LINE: PVC SCHEDULE 40 144.5 L.F. IRRIGATION MAINLINE: PVC SCHEDULE 40 11.3 L.F. Valve Number Valve Flow Valve Size Valve Callout # #" # IRRIGATION SCHEDULE Generated: 2021-08-05 11:18 P.O.C. NUMBER: 04 Water Source Information: FLOW AVAILABLE Custom Max Flow: 3 GPM Flow Available 3 GPM PRESSURE AVAILABLE Static Pressure at POC: 41.00 PSI Pressure Available: 41.00 psi DESIGN ANALYSIS Maximum Station Flow: 3 GPM Flow Available at POC: 3 GPM Residual Flow Available: 0 GPM Critical Station: 2 Design Pressure: 30 PSI Friction Loss: 0.01 PSI Fittings Loss: 0 PSI Elevation Loss: 0 PSI Loss through Valve: 10 PSI Pressure Req. at Critical Station: 40.01 PSI Loss for Fittings: 0 PSI Loss for Main Line: 0.01 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Critical Station Pressure at POC: 40.02 PSI Pressure Available: 41 PSI Residual Pressure Available: 0.98 PSI CRITICAL ANALYSIS SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA N 0SCALE: 2 4 8 1/4"=1'-0" L-3.02 IRRIGATION PLAN ROOF DECK Page 247 of 366 COMMERCIAL LW 1 STAIR 1 STAIR 2 TRASH E BOILER LOBBY LW 2 LW 3 LW 1 LW 2 UTILITY ELEV MECH 1 2 3 4 5 6 29 28 27 26 24 7 8 9 10 11 12 13 14 15 23 22 21 20 19 18 17 16 ELEC ROOM MAIL LEASING OFFICE PARCEL ROOM 25 BIKES MPOE STORAGE T BF BF BF BF BF GG FR G G G G G G G G E E COX

SDG&E WM WM E ALLISON AVENUE PALM AVENUE S S S S S S S S S S S S S S S S S S S S S S S S S W W W W W W S S GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS SW S S PLANTING SCHEDULE - L1 TREES QTY BOTANICAL / COMMON NAME CONT 2 (E) ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE 15 GAL 6 ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE 15 GAL 3 KOELREUTERIA BIPINNATA CHINESE FLAME TREE 15 GAL 2 PLATANUS MEXICANA MEXICAN SYCAMORE 15 GAL SHRUBS QTY BOTANICAL / COMMON NAME CONT 9 AGAVE ATTENUATA 'VARIEGATA' VARIEGATED AGAVE 5 GAL 23 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 5 GAL 106 CAREX OSHIMENSIS `EVERLITE` TM EVERCOLOR EVERLITE JAPANESE SEDGE 5 GAL 11 DIANELLA CAERULEA `VARIEGATA` VARIEGATED FLAX LILY 5 GAL 7 DIANELLA X 'DP401' TM CLARITY BLUE FLAX LILY 5 GAL 2 FICUS LYRATA FIDDLE LEAF FIG 5 GAL 45 HESPERALOE PARVIFLORA BRAKELIGHTS RED YUCCA 5 GAL 16 LEUCOSPERMUM CORDIFOLIUM 'CALIFORNIA SUNSHINE' CALIFORNIA SUNSHINE PINCUSHION 5 GAL 61 LOMANDRA CONFERTIFOLIA RUBIGINOSA 'SEASCAPE' SEASCAPE MAT RUSH 5 GAL 23 LOMANDRA LONGIFOLIA 'LM300' BREEZE MAT RUSH 5 GAL 11 LOMANDRA LONGIFOLIA PLATINUM BEAUTY VARIEGATED DWARF MAT RUSH 5 GAL 87 PENNISETUM ALOPECUROIDES 'BURGUNDY BUNNY' BURGUNDY BUNNY DWARF FOUNTAIN GRASS 5 GAL 29 PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' SILVER SHEEN TAWHIWHI 5 GAL 17 SEDUM MORGANIANUM BURRO'S TAIL 5 GAL 46 SESLERIA AUTUMNALIS AUTUMN MOOR GRASS 5 GAL 23 STRELITZIA REGINAE 'DWARF' DWARF BIRD OF PARADISE 5 GAL 15 THYMUS PRAECOX ARCTICUS 'ALBUS' WHITE CREEPING THYME 5 GAL SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA N 0SCALE: 5 10 20 1"=10'-0" L-4.00 PLANTING PLAN L1 Page 248 of 366 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 UNIT A1.2 UNIT A4 UNIT B2 STORAGE CORRIDOR GREASE UNIT A3 PLANTING SCHEDULE - L2 TREES QTY BOTANICAL / COMMON NAME CONT 2 ARBUTUS X 'MARINA' MARINA STRAWBERRY TREE 15 GAL 5 PLATANUS X ACERIFOLIA LONDON PLANE TREE 15 GAL SHRUBS QTY BOTANICAL / COMMON NAME CONT 10 AGAVE ATTENUATA 'VARIEGATA' VARIEGATED AGAVE 5 GAL 41 BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 5 GAL 99 CAREX OSHIMENSIS `EVERLITE` TM EVERCOLOR EVERLITE JAPANESE SEDGE 5 GAL 35 DIANELLA CAERULEA `VARIEGATA` VARIEGATED FLAX LILY 5 GAL 6 DRACAENA TRIFASCIATA SNAKE PLANT 5 GAL 18 HESPERALOE PARVIFLORA BRAKELIGHTS RED YUCCA 5 GAL 7 LEUCOSPERMUM CORDIFOLIUM 'CALIFORNIA SUNSHINE' CALIFORNIA SUNSHINE PINCUSHION 5 GAL 43 LOMANDRA CONFERTIFOLIA RUBIGINOSA 'SEASCAPE' SEASCAPE MAT RUSH 5 GAL 72 LOMANDRA LONGIFOLIA 'LM300' BREEZE MAT RUSH 5 GAL 32 LOMANDRA LONGIFOLIA PLATINUM BEAUTY VARIEGATED DWARF MAT RUSH 5 GAL 4 MONSTERA DELICIOSA SPLIT-LEAF PHILODENDRON 5 GAL 100 PENNISETUM ALOPECUROIDES 'BURGUNDY BUNNY' BURGUNDY BUNNY DWARF FOUNTAIN GRASS 5 GAL 11 STRELITZIA REGINAE 'DWARF' DWARF BIRD OF PARADISE 5 GAL SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA N 0SCALE: 2 4 8 1/4"=1'-0" L-4.01 PLANTING PLAN L2 Page 249 of 366 STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S STAIR 1 UNIT A9 UNIT A5 E STORAGE STORAGE ELEC IDF UNIT A3 W/S PLANTING SCHEDULE - ROOF DECK SHRUBS QTY BOTANICAL / COMMON NAME CONT WUCOLS 5 DIANELLA CAERULEA `VARIEGATA` VARIEGATED FLAX LILY 5 GAL L: 0.1 - 0.3 18 DRACAENA TRIFASCIATA SNAKE PLANT 5 GAL VL: <0.1 1 FICUS LYRATA FIDDLE LEAF FIG 5 GAL M: 0.4 - 0.6 2 LEUCOSPERMUM CORDIFOLIUM 'CALIFORNIA SUNSHINE' CALIFORNIA SUNSHINE PINCUSHION 5 GAL L: 0.1 - 0.3 18 LOMANDRA CONFERTIFOLIA RUBIGINOSA 'SEASCAPE' SEASCAPE MAT RUSH 5 GAL L: 0.1 - 0.3 3 MONSTERA DELICIOSA SPLIT-LEAF PHILODENDRON 5 GAL M: 0.4 - 0.6 7 PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN' SILVER SHEEN TAWHIWHI 5 GAL M: 0.4 - 0.6 16 SEDUM MORGANIANUM BURRO'S TAIL 5 GAL L: 0.1 - 0.3 4 STRELITZIA REGINAE 'DWARF' DWARF BIRD OF PARADISE 5 GAL M: 0.4 - 0.6 SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA N 0SCALE: 2 4 8 1/4"=1'-0" L-4.02 PLANTING PLAN ROOF DECK Page 250 of 366 SUBMITTALS | REVISIONS Issue Date No. Date Project Number XX © McCULLOUGH Description 5 4 3 2 1 CDBA 1st Submittal XX.XX.2X 03/21/2022 22127 5 4 3 2 1 LA MESA VILLAGE 703 16th Street Suite San Diego, California 92101 100 619.296.3150 landscape achitecture environmental planning urban design New Construction 4757 Palm Avenue La Mesa, CA 91942 McCulloughLA.com Signature Renewal Date Date 12/31/2022 5/11/2022 L ICENSED LANDSCAPE ARCHI TECTDAVID W. McCULLOUGH - 4048 STATE OF CALIFORNIA L-5.00 RENDER VIEWS GROUND FLOOR ENTRY PLAZA GROUND FLOOR ENTRY PLAZA GROUND FLOOR ENTRY PLAZA 2ND FLOOR COURTYARD TOP FLOOR AMENITY DECK 2ND FLOOR COURTYARD 2ND FLOOR COURTYARD TOP FLOOR AMENITY DECK TOP FLOOR AMENITY DECK Page 251 of 366 Alcon 11247 Architectural Outdoor LED Clear Seeded Lens Wall Sconce '*956R& 41&$*'*$"5*0/4
1SPKeDU /Bme 5yQe 2VBOUJUy
.PEFM
11247

INTENDED USE
Featuring a modern design, this aluminum frame fixture
with a clear seeded glass shade offers a color select switch capable of switching from 3K/4K/5K temperatures. Our clear seeded glass outdoor wall sconce features a 500 Lumen
output suitable for residential and commercial spaces such as entry ways, stairwells, garages, patios and more.

DIMENTIONS
Medium: L 13 3/4" x W 4 3/4" x H 2 1/2"
Large: L 18" x W 4 3/4" x H 2 1/2"
'&"563&4
$POTUSVDUJPO Aluminum Frame
Lens: Clear Seeded Glass
Finish: Black
Beam Spread: 180° beam angle
Color Temperature Switch: Capable of switching color
temperatures from 3000K 4000K 5000K
CRI: 80
Voltage: 120V
Wattage: 11.5 W
Lumen: 500L
Driver: TRIAC dimming from 100% to 10%
CRI: 80 CRI
Life: 50,000 Hours
Operating Temperature: -4℉ to 122℉
Listings: cULus certified, Suitable for Wet Location
Warranty: 5 Years Carefree for Parts & Components
(Labor Not Included)
0R%&R*/( */'0R."5*0/ &YBNQMF 11247-13

AlconLighting.com © 2022 ■ ( 877) 733-5236 ■ [email protected] Length
M 13" Tall
L 18" Tall
3FW2/25/22
WM1

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Pitch Single Outdoor Wall Sconce
ITEM NUMBER TLG345586
BRAND Tech Lighting

DESCRIPTION
Pitch Single Outdoor Wall Sconce features modern
architectural design and significant light output
making this LED wall fixture suitable for both
indoor and outdoor applications. A die-cast metal
body in Black, Silver, Bronze or Charcoal finish with
frosted acrylic lens. Includes 26.1 watt LED module,
2700K or 3000K color temperature, 80CRI, 823 net
lumens. ADA compliant. ETL listed. Title 24. IP65 for
wet locations. Can be mounted for up lighting or
down lighting.

Shown in: Black

SHADE COLOR N/A
BODY FINISH Black
WATTAGE 26.1W
DIMMER Low Voltage Electronic
DIMENSIONS 5"W x 5"H x 3.9"D
LAMP 1 x LED/26.1W/120V LED
Technical Information
LUMINOUS FLUX 823 lumens
LUMENS/WATT 31.53
LAMP COLOR 3000 K
COLOR RENDERING 80 CRI
ITEM NUMBER TLG345586

COMPANY PROJECT FIXTURE TYPE APPROVED BY DATE
LIGHTOLOGY.COM | [email protected] Mar 17, 2022 | 1.866.954.4489 WM2

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VE 11240 Zen Architectural LED
4 Inch Round Cylinder Wall Mount Light Fixture
ORDERING INFORMATION Example: (11240-1-BK)
Project Name: Type: Quantity:

FIXTURE SPECIFICATIONS
Model
11240
Zen

INTENDED USE
The specification grade Zen Architectural LED 4 Inch
Round Cylinder Wall Mount Light Fixture delivers
continuous clean lines and clear wall light to
commercial, hospitality and residential exterior wall
lighting applications. Our slim profiles and stylish
modern wall sconces offer excellent direct and
indirect lighting, exceptional performance, and
versatility for outdoor structural lighting applications.

PRODUCT FAMILY
SHORT | Dia ø 4” x H 8” x W 5-3/4”
TALL | Dia ø 4” x H 12” x W 5-3/4”

FEATURES
Construction: Die-cast Aluminum
Color Temperature Switching: Capable of switching
from 3 color temperatures: 3000K/4000K/5000K
Voltage: 120V AC
Dimming: TRIAC
Beam Spread: 45º Flood
CRI: 80
Maximum Ambient Temperature: -68°F to 104°F
Warranty: 7 Years Carefree for Parts & Components
(Labor Not Included)
Listings: cETLus Listed, Suitable for Wet Locations,
IP44
SHORT (1)
Down Light Only
TALL (2)
Up and Down Light
1 Short | Down Light Only | 15W | 1200lm
2 Tall | Up and Down Light | 30W | 2400lm
Finish
5 3/4”
4”
8”
5 3/4”
4”
12”
Black White Bronze Brushed Nickel
BK -Black
WH White
BR -Bronze
BN Brushed Nickel
The color temperature
switch is located under
the arm of the fixture. →
Size | Light Direction | Wattage | Lumens
AlconLighting.com © 2022 ■ ( 877) 733-5236 ■ [email protected] Rev. 1/20/22 1/2 WM3

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VE 11240 Zen Architectural LED
4 Inch Round Cylinder Wall Mount Light Fixture
AlconLighting.com © 2022 ■ ( 877) 733-5236 ■ [email protected] 2/2 Photometrics: 11240-1 (Downlight)
BUG Rating: B1-U5-G0 15W 5000K, Area 20’x 20’ Mounting Height: 9’ Photometrics: 11240-2 (Up & Down Light)
BUG Rating: B1-U5-G0 30W 5000K Area 25’x 25’ Mounting Height: 9’ X ✓ X ✓ ✓

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REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: October 11, 2022
SUBJECT: RESOLUTION AUTHORIZING CONTRACT CHANGE
ORDER NO. 1 FOR THE CITYWIDE PEDESTRIAN SIGNAL
UPGRADES PROJECT, BID NO. 22-08, TO YUNEX, LLC.

ISSUING DEPARTMENT: Public Works
SUMMARY:

Issues:

Should the City of La Mesa authorize Contract Change Order No. 1 for the Citywide Pedestrian Signal Upgrades Project, Bid No. 22-08, to Yunex, LLC. for $28,875? Recommendation:

Adopt the attached resolution authorizing Contract Change Order No. 1 for the Citywide Pedestrian Signal Upgrades Project, Bid No. 22-08, to Yunex, LLC. for $28,875.

Fiscal Impact:

Funds for the change order are available and will be funded through Highway Safety Improvement Program grant monies, in CIP account no. 30220AOT. No General Fund monies will be used.

City’s Strategic Goals:
 Effective and efficient traffic circulation and transportation  Climate Action Plan Reduction Strategy: T-1 Bicycle and Pedestrian Infrastructure – Encourage active transportation options through planning and development of safe active transportation infrastructure and facilities in the City.

Page 258 of 366 ends

Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 2 of 3

BACKGROUND
On March 8, 2022, a construction contract for Bid 22-08, Citywide Pedestrian Signal and Pushbutton Upgrade Project, was awarded to Siemens Mobility, Inc. DBA Yunex Traffic, LLC.

The scope of work included the installation of pedestrian pushbuttons and signals at the following nine locations:
 Lake Murray Blvd at Aztec Dr
 Lake Murray Blvd at Dallas St
 Fletcher Pkwy at Trolley Ct
 Murray Dr at Health Care Cir
 University Av at 70th St
 El Cajon Blvd at Parks Av
 Spring St at La Mesa Blvd
 La Mesa Blvd at Glen St
 Lemon Av at Bancroft Dr
This project is part of the City’s broader transportation safety strategy consistent with Vision Zero Plan, which is intended to reduce traffic fatalities to zero by 2025.

DISCUSSION:

Contract Change Order No. 1, in an amount of $28,875, will include the addition of new accessible pedestrian push button systems at the following three locations:
 Spring Street at University Avenue
 Spring Street at Allison Avenue
 Spring Street at Lemon Avenue
Administrative Instruction F-13 requires approval by the City Council for Public Works Construction Change Orders over $25,000.

CONCLUSION:

Staff recommends that City Council adopt the attached resolution authorizing Contract Change Order No. 1 for the Citywide Pedestrian Signal and Pushbutton Upgrade Project, Bid No. 22-08 to Yunex, LLC., for $28,875.

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Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 3 of 3
Reviewed by: Respectfully submitted by:
____________________ ____________________________
Greg Humora Michael Throne
City Manager Director of Public Works/City Engineer
Attachments: A. Resolution

Page 260 of 366 ends

RESOLUTION NO. 2022-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA MESA
AUTHORIZING CONTRACT CHANGE ORDER NO. 1 FOR THE CITYWIDE PEDESTRIAN SIGNAL UPGRADES PROJECT, BID NO. 22-08, TO YUNEX, LLC
WHEREAS, the City of La Mesa has adopted a Vision Zero Plan to reduce traffic fatalities in the City of La Mesa to zero by 2025;
WHEREAS, a contract has been awarded to Yunex, LLC. to provide construction services for the Citywide Pedestrian Signal Upgrades Project; WHEREAS, the Citywide Pedestrian Signal Upgrades Project has grant funding available to install pedestrian signal upgrades at three additional locations within the City; WHEREAS, the locations of Spring Street at University Avenue, Allison Avenue, and Lemon Avenue were selected due to their high pedestrian use; and WHEREAS, Administrative Instruction F-13 requires approval by the City Council for Public Works construction change orders over $25,000.

NOW, THEREFORE, BE IT AND IT IS HEREBY RESOLVED by the City Council of the City of La Mesa, California, that the Mayor is hereby authorized and instructed to execute for and on behalf of said City, Contract Change Order No. 1 for additional construction services between the City of La Mesa and Yunex, LLC., for an amount of $28,875, for the Citywide Pedestrian Signal Upgrades Project. Said contract change order is on file in the office of the City Clerk.

PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 11th day of October 2022, by the following vote, to wit:

AYES:

NOES:

ABSENT:

CERTIFICATE OF CITY CLERK
I, MEGAN WIEGELMAN, City Clerk of the City of La Mesa, California, do hereby certify the foregoing to be a true and exact copy of Resolution No. 2022- , duly passed and adopted by the City Council of said City on the date and by the vote therein recited.

MEGAN WIEGELMAN, CMC, City Clerk
(SEAL OF CITY)

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REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: October 11, 2022
SUBJECT: RECREATION AND PARKS MASTER PLAN
DESCRIPTION: RESOLUTION AWARDING RFP 23-08 AND AUTHORIZING

EXECUTION OF A PROFESSIONAL SERVICES

AGREEMENT WITH KTUA TO PREPARE THE CITYWIDE

RECREATION AND PARKS MASTER PLAN AND TO

APPROPRIATE FUNDING FOR THE PROJECT
ISSUING DEPARTMENT: Community Services
SUMMARY:

Issues:

Should the City Council approve a resolution awarding RFP 23-08 and authorizing execution of a Professional Services Agreement with KTUA to prepare the Citywide Recreation and Parks Master Plan and appropriate funding for the project from General Fund Unallocated Reserves?
Recommendation:

That City Council approve a resolution awarding RFP 23-08 and authorizing execution of a Professional Services Agreement with KTUA to prepare the Citywide Recreation and Parks Master Plan and appropriate funding for the project from General Fund Unallocated Reserves.

Fiscal Impact:

The cost for the project is $248,000, and is an unfunded Capital Improvement Project and staff recommends allocating funding from General Fund Unallocated Reserves into the FY 2022-23 budget.

Page 263 of 366 ends

Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 2 of 3
City’s Strategic Goals:
 Continue to improve high quality municipal services
 Revitalize neighborhoods and corridors
 Enhanced recreation and quality of life opportunities BACKGROUND:

The City desires to update the 2012 Parks Master Plan with additional analysis for recreation facilities and programs to anticipate the needs and desires of a growing and changing demographic population and plan for park, open space, facility and recreation program improvements for the next 10 years.

In August 2022, the City advertised a request for proposals (RFP) and held a formal selection process to select a highly professional, experienced and qualified firm to prepare a comprehensive Recreation and Parks Master Plan. KTUA was selected.

DISCUSSION:

The overall goal of the Recreation and Parks Master Plan is to create a roadmap of recommendations for upgrades, replacement, expansion, and/or potential additions to the City of La Mesa’s parks, open space, facilities, urban respite areas, and recreation programs to meet community needs. An overview of new improvements, programming and funding recommendations will be considered as part of the study. The City has contracted for a statistically valid community needs assessment survey separately from this plan, in conjunction with the Library Feasibility Study that is currently underway.

The creation of the Recreation and Parks Master Plan will be a shared process that taps the opinions and ideas of all stakeholders and includes a review of existing assets inventory, demographics and current planning standards. KTUA will focus on three components: Facilities and Program Assessment; Recommendation of Modifications, Improvements and Additions to Parks/Facilities/Programs; and Financial Implementation Recommendations. Tasks include:
 Site visits
 Public input
 Analysis of recreation programs
 Mapping and baseline data
 Draft master plan
 CEQA – Draft CEQA document circulated for public review  Finalize master plan
 Public hearings
 Adoption of the Recreation and Parks Master Plan

Page 264 of 366 ends

Report to Mayor and Councilmembers
Date: October 11, 2022
Page: 3 of 3
KTUA specializes in community planning, transportation planning, park planning, urban design, placemaking, and landscape architecture focused on the creation of livable communities. KTUA has assisted with multiple projects within the City of La Mesa, and were selected through a formal selection as the most qualified to complete the Recreation and Parks Master Plan.

According to the City’s Municipal Code Section 2.40.180 (f), any professional services agreements exceeding $50,000 requires the City Council’s approval.

CONCLUSION:

It is staff’s recommendation, that City Council approve a resolution awarding RFP 23-08 and authorize execution of a Professional Services Agreement with KTUA to prepare the Citywide Recreation and Parks Master Plan and appropriate funding in the amount of $248,000 for the project into the FY 2022-23 budget from General Fund Unallocated Reserves.

Reviewed by: Respectfully submitted by:
____________________ ____________________________
Greg Humora Susan Richardson
City Manager Director of Community Services
Attachments: A. Resolution
B. Professional Services Agreement

Page 265 of 366 ends

RESOLUTION NO. 2022-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA MESA AWARDING RFP 23-08 AND AUTHORIZING EXECUTION OF A PROFESSIONAL SERVICES

AGREEMENT WITH KTUA TO PREPARE THE CITYWIDE RECREATION AND

PARKS MASTER PLAN AND TO APPROPRIATE FUNDING FOR THE PROJECT WHEREAS, the City desires to update the 2012 Parks Master Plan with additional analysis for recreation facilities and programs into this plan to anticipate the needs and desires of a growing and changing demographic population and plan for park, open space, facility and recreation program improvements for the next 10 years;
WHEREAS, the City of La Mesa has selected KTUA through a formal Request for Proposals (RFP) selection process to prepare the Citywide Recreation and Parks Master Plan; WHEREAS, the Plan is intended to create a roadmap of recommendations for upgrades, replacement, expansion, and/or potential additions to the City of La Mesa’s parks, open space, facilities, urban respite areas, and recreation programs to meet community needs; WHEREAS, the Plan will be a shared process that seeks the opinions and ideas of all stakeholders and includes a review of existing assets inventory, demographics and current planning standards; and
WHEREAS, the cost of the project in the amount of $248,000, is an unfunded Capital Improvement Project and staff recommends allocating funding from the General Fund Unallocated Reserves into the FY 2022-23 budget.

NOW, THEREFORE, BE IT AND IT IS HEREBY RESOLVED by the City Council of the City of La Mesa, California, as follows:

1. Award RFP 23-08 and authorize execution of a Professional Services Agreement with KTUA to prepare the Citywide Recreation and Parks Master Plan and appropriate funding in the amount of $248,000 for the project from the General Fund Unallocated Reserves into the FY 2022-23 budget.

PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 11
th day of October 2022, by the following vote, to wit:

AYES:

NOES:

ABSENT:

Page 266 of 366 ends

CERTIFICATE OF CITY CLERK
I, MEGAN WIEGELMAN, CMC, City Clerk of the City of La Mesa, California, do hereby certify the foregoing to be a true and exact copy of Resolution No. 2022- , duly passed and adopted by the City Council of said City on the date and by the vote therein recited.

MEGAN WIEGELMAN, CMC, City Clerk
(SEAL OF CITY)

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STANDARD AGREEMENT FOR PROFESSIONAL SERVICES

BETWEEN THE CITY OF LA MESA AND

KTUA FOR RECREATION AND PARK MASTER PLAN
This Agreement is entered into by City of La Mesa as of this day of , 2022, by and between the City of La Mesa, a municipal corporation, hereinafter referred to as "the City", and KTUA, hereinafter referred to as "Contractor."
WITNESSETH THAT:

WHEREAS, the City has adopted Resolution No. _____;
WHEREAS, the City has need for professional services create a Citywide Recreation and Park Master Plan and is willing to compensate Contractor for such services; WHEREAS, the City desires to engage Contractor to render certain technical and professional services in the providing of said professional services; and WHEREAS, Contractor is qualified to provide said professional services to create a recreation and park master plan.

NOW THEREFORE, the parties do mutually agree as follows:

SECTION 1: ENGAGEMENT OF CONTRACTOR
The City hereby agrees to engage Contractor and Contractor hereby agrees to perform the services set forth in this Agreement. This Agreement shall be for an initial term from the execution date of the Agreement through month day, year and may be renewed for an additional four one-year terms by mutual written consent of both parties. The City Manager shall have sole and exclusive right to exercise any options contained in this agreement on behalf of the City.

SECTION 2: SERVICES TO BE PERFORMED BY CONTRACTOR
Contractor shall commence performance of the Project upon execution of this Agreement by both parties. The term "Project" as used in this Agreement shall include all of the tasks and items listed and described in Exhibit "A", attached hereto and incorporated herein as part of this Agreement.

SECTION 3: KEY PROJECT PERSONNEL
Contractor agrees to provide the services of the names/titles of contractors listed in Exhibit A for the full term of this contract. No substitutions will be made without prior written approval by the City. The City reserves the right to request specific qualifications for personnel substituted under this section.

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- 2 -
SECTION 4: CONTRACTORS
Contractor will utilize the services of the following sub-contractors during the course of this study:

Matrix Consulting Group and Baranek Consulting Group
Payment for such services shall be the responsibility of the Contractor. No substitution of proposed sub-contractors shall be made without prior written approval by the City.

SECTION 5: CITY REPRESENTATION
The Community Services Department Director for the City of La Mesa, or its designated representative, shall represent the City in all matters pertaining to the services rendered pursuant to this Agreement and shall administer said Agreement on behalf of the City. This person shall hereinafter be referred to as the "City's Representative." SECTION 6: RESPONSIBILITIES OF THE CITY
The City will provide the Contractor, or cause to be provided with, the following electronic documents and site information, at no charge to the Contractor.

A. Zoning maps
B. Existing master plans
C. General plan
D. GIS information
SECTION 7: PERFORMANCE SCHEDULE
Both Contractor and the City recognize that time is of the essence in the completion of this work and the following schedule is dependent upon timely actions by the Contractor and the City.

Accordingly, the Contractor shall complete all of the work outlined in Exhibit "A" and described in this Agreement in accordance with the following schedule:

TASK TARGET DATE
Task 1. Project Kickoff October 2022
Task 2. Site Visits November 2022
Task 3. Public Input January 2023
Task 4. Analysis February 2023
Task 5. Analysis of Recreation Programs January 2023
Task 6. Mapping and Baseline Data February 2023
Task 7. Draft Master Plan Document March 2023
Task 8. Review of Draft Master Plan April 2023
Task 9. CEQA – Draft CEQA for Public Review May 2023
Task 10. City Review June 2023

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Task 11. Finalize Master Plan July 2023
Task 12. Public Hearings August 2023
Task 13. Adoption of the Master Plan August 2023
The Contractor shall not be responsible for damages or be in default or deemed to be in default by reason of strikes, lockouts, accidents, or acts of God, or failure of City to furnish timely information or to approve or disapprove Contractor's work promptly, or delay or faulty performance by City, or governmental agencies.

SECTION 8: COMPENSATION TO CONTRACTOR
Final payment of fees shall be upon delivery of approved final documents. Progress payments shall be made based upon evidence that the work is progressing satisfactorily as determined by the City's Project Manager and substantiated with detailed invoices. The amount to be billed shall be based on the Contractor schedule of fees for professional services and the actual time required for each activity. The schedule of fees and estimated time for the project are as shown in Exhibit "A" attached hereto and incorporated herein as part of this Agreement.

The total fee for professional services shall be billed on a time-and-material basis with a total amount not to exceed Two Hundred, Forty-Eight Thousand ($248,000) Dollars as described on page // of Exhibit "A".

SECTION 9: RECORDS
Contractor shall maintain adequate records to permit inspection audit of Contractor's time-and-material charges under this Agreement. Contractor shall make such records available to the City and to other public agencies responsible for approval, funding or auditing the project, during normal business hours upon reasonable notice. Nothing herein shall convert such records into public records and they will be available only to the City or to public agencies involved with approval, funding or audit functions. Such records shall be maintained by the Contractor for three (3) years following completion of the work under this Agreement.

SECTION 10: METHOD OF COMPENSATION
The City shall compensate Contractor for the services performed hereunder on a monthly basis within thirty (30) calendar days of receipt of Contractor's invoice for the services performed. The Contractor shall provide documentation regarding time-and-material charges sufficient to meet normal auditing practice. Copies of the invoices for materials in excess of $500 and sub-contractor charges shall be submitted with the request for periodic payment.

The City shall promptly review invoicing and notify Contractor of any objection thereto in writing within fifteen (15) days of receipt of the invoice; absent such objection the invoice shall be deemed proper and acceptable.

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In the event that any undisputed invoice is not paid within thirty (30) calendar days after receipt of the invoice by the City, it shall commence bearing interest on the date that the invoice was rendered at the rate of 1% per month and the City agrees to pay all accrued interest, together with the charges for services rendered.

SECTION 11: ITEMS TO BE DELIVERED TO CITY
The following items shall be delivered by the Contractor to the City of La Mesa:

Citywide Recreation and Parks Masterplan Document (digital and 20 hard copies) including all information from Tasks 1-13 listed in Section 7 above.

SECTION 12: DESIGN CHANGES OR REVISIONS
No design changes or revisions will be required and no payment therefor will be made except pursuant to the provisions of this Agreement. No extra compensation shall be paid the Contractor for revisions required by reason of omissions or errors by the Contractor in the preparation of the original document, plans, working drawings, or specifications. Changes to the scope of this Agreement shall be negotiated prior to commencement of extra work.

SECTION 13: ADDITIONAL SERVICES OUTSIDE SCOPE
Only after written authorization from the City, additional services that Contractor could provide, or cause to be provided, include the following:

A. Additional work related to the Project but not included in the Scope of Work.

B. Additional work caused by changes unrelated to the Scope of Work described herein.

Contractor will be compensated for Contractor time and direct personnel expenses as approved by the City. Payment for such additional services shall include Contractor's time at the rates shown on Exhibit "A".

SECTION 14: INDEMNIFICATION AND HOLD HARMLESS
Indemnity for Professional Liability:

When the law establishes a professional standard of care for Contractor’s Services, to the fullest extent permitted by law, Contractor shall indemnify, protect, defend, and hold harmless City and any and all of its officials, employees and agents from and against any and all losses, liabilities, damages, costs, and expenses, including legal counsel’s fees and costs but only to the extent the Contractor (and its Subcontractors), are responsible for such damages, liabilities and costs on a

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comparative basis of fault between the Contractor (and its Subcontractors) and the City in the performance of professional services under this agreement.

Indemnity for Other Than Professional Liability:

Other than in the performance of professional services and to the full extent permitted by law, Contractor shall indemnify, defend, and hold harmless City, and any and all of its employees, officials and agents from and against any liability (including liability for claims, suits, actions, arbitration proceedings, administrative proceedings, regulatory proceedings, losses, expenses or costs of any kind, whether actual, alleged or threatened, including legal counsel’s fees and costs, court costs, defense costs, and expert witness fees), where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Consultant or by any individual or City for which Contractor is legally liable, including, but not limited to officers, agents, employees, or subcontractors of Contractor, except when caused by the active negligence or willful misconduct of the City.

If Contractor should subcontract all or any portion of the services to be performed under this Agreement, Contractor shall require each subcontractor to indemnify, hold harmless and defend City and its members, board members, officers, officials, employees, agents and volunteers in accordance with the terms of the preceding paragraphs.

This section shall survive termination or expiration of this Agreement.

SECTION 15: INSURANCE
Throughout the life of this Agreement, Contractor shall pay for and maintain in full force and effect all policies of insurance required hereunder with an insurance company(ies) either (i) admitted by the California Insurance Commissioner to do business in the State of California and rated not less than "A:VII" in Best's Insurance Rating Guide, or (ii) as may be authorized in writing by the City Manager or his/her designee at any time and in his/her sole discretion. The following policies of insurance are required:
(i) COMMERCIAL GENERAL LIABILITY insurance which shall be at least as broad as the most current version of Insurance Services Office (ISO) Commercial General Liability Coverage Form CG 00 01 and include insurance for “bodily injury,” “property damage” and “personal and advertising injury” with coverage for premises and operations (including the use of owned and non-owned equipment), products and completed operations, and contractual liability (including, without limitation, indemnity obligations under the Agreement) with limits of liability of not less than the following:
$1,000,000 per occurrence
$2,000,000 general aggregate

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(ii) AUTOMOBILE LIABILITY insurance which shall be at least as broad as the most current version of Insurance Service Office (ISO) Business Auto Coverage Form CA 00 01, and include coverage for all owned, hired, and non-owned automobiles or other licensed vehicles (Code 1 - Any Auto), or if Contractor has no owned autos, Code 8 (hired) and 9 (non-owned), with limits of liability of not less than $1,000,000 per accident for bodily injury and property damage.
(iii) WORKERS' COMPENSATION insurance as required by the State of California, with Statutory Limits, and EMPLOYERS’ LIABILITY insurance with limits of no less than $1,000,000 per accident for bodily injury or disease. (iv) PROFESSIONAL LIABILITY (ERRORS AND OMISSIONS) insurance appropriate to Contractor’s profession, with limits of liability of not less than $2,000,000 per occurrence or claim, and $2,000,000 aggregate.

If the Contractor maintains broader coverage and/or higher limits than the minimums shown above, City requires and shall be entitled to the broader coverage and/or the higher limits maintained by Contractor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to City.

Contractor shall be responsible for payment of any deductibles contained in any insurance policies required hereunder and Contractor shall also be responsible for payment of any self-insured retentions. Any deductibles or self-insured retentions must be declared to, and approved by, the City Manager or his/her designee. At the option of the City Manager or his/her designee, either:
(i) the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects to City, its elected officials, officers, officials, employees, agents and volunteers: or (ii) Contractor shall provide a financial guarantee, satisfactory to City Manager or his/her designee, guaranteeing payment of losses and related investigations, claim administration and defense expenses. At no time shall City be responsible for the payment of any deductibles or self-insured retentions.

All policies of insurance required hereunder shall be endorsed to provide that the coverage shall not be cancelled, non-renewed, reduced in coverage or in limits except after 30 calendar day written notice has been given to City. Upon issuance by the insurer, broker, or agent of a notice of cancellation, non-renewal, or reduction in coverage or in limits, Contractor shall furnish City with a new certificate and applicable endorsements for such policy(ies). In the event any policy is due to expire during the work to be performed for City, Contractor shall provide a new certificate, and applicable endorsements, evidencing renewal of such policy not less than 15 calendar days prior to the expiration date of the expiring policy.

The General Liability and Automobile Liability insurance policies shall be written on an occurrence form and shall name City, its elected officials, officers, officials, employees, agents and volunteers as an additional insured. Such policy(ies) of insurance shall be endorsed so Contractor’s insurance shall be primary and no contribution shall be required of City, its elected

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officials, officers, officials, employees, agents and volunteers. The coverage shall contain no special limitations on the scope of protection afforded to City, its elected officials, officers, officials, employees, agents or volunteers. The Workers’ Compensation insurance policy shall contain a waiver of subrogation as to City, its elected officials, officers, officials, employees, agents and volunteers.

If the Professional Liability (Errors and Omissions) insurance policy is written on a claims-made form:

1. The retroactive date must be shown, and must be before the effective date of the Agreement or the commencement of work by Contractor.

2. Insurance must be maintained and evidence of insurance must be provided for at least 5 years after any expiration or termination of the Agreement or, in the alternative, the policy shall be endorsed to provide not less than a 5-year discovery period.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a retroactive date prior to the effective date of the Agreement or the commencement of work by Contractor, Contractor must purchase extended reporting coverage for a minimum of 5 years following the expiration or termination of the Agreement.

4. These requirements shall survive expiration or termination of the Agreement.

Contractor shall furnish City with all certificate(s) and applicable endorsements effecting coverage required hereunder. All certificates and applicable endorsements are to be received by City and approved by City Manager or his/her designee prior to City’s execution of the Agreement and before work commences. However, failure to obtain the required documents prior to work beginning shall not waive the Contractor’s obligation to provide them. Upon request of City, Contractor shall immediately furnish City with a complete copy of any insurance policy required under this Agreement, including all endorsements, with said copy certified by the underwriter to be a true and correct copy of the original policy. Entity reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances.

If at any time during the life of this Agreement or any extension, Contractor or any of its subcontractors fail to maintain any required insurance in full force and effect, all work under this Agreement shall be discontinued immediately, and all payments due or that become due to Contractor shall be withheld until notice is received by City that the required insurance has been restored to full force and effect and that the premiums therefore have been paid for a period satisfactory to City. Any failure to maintain the required insurance shall be sufficient cause for City to terminate this Agreement. No action taken by City hereunder shall in any way relieve Contractor of its responsibilities under this Agreement.

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The fact that insurance is obtained by Contractor shall not be deemed to release or diminish the liability of Contractor, including, without limitation, liability under the indemnity provisions of this Agreement. The duty to indemnify City and its elected officials, officers, officials, employees, agents and volunteers shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. Approval or purchase of any insurance contracts or policies shall in no way relieve from liability nor limit the liability of Contractor, its principals, officers, employees, agents, persons under the supervision of Contractor, vendors, suppliers, invitees, Contractors, sub-Contractors, or anyone employed directly or indirectly by any of them.

If Contractor should subcontract all or any portion of the services to be performed under this Agreement, Contractor shall require each subcontractor to provide insurance protection in favor of City, its elected officials, officers, officials, employees, agents and volunteers in accordance with the terms of each of the preceding paragraphs, except that the subcontractors' certificates and endorsements shall be on file with Contractor and City prior to the commencement of any work by the subcontractor.

SECTION 16: OWNERSHIP OF WORK
All finished or unfinished documents, studies, reports, computer files and materials prepared by Contractor and subcontractors under this Agreement shall be considered the property of the City and will be turned over to the City upon demand, but in any event, upon completion of the Project.

The Contractor shall be allowed to retain copies of documents for his permanent records, if desired.

SECTION 17: ASSIGNABILITY
Contractor shall not assign, delegate, or transfer this Agreement or any work hereunder, nor assign any monies due or to become due hereunder, except as expressly stated herein. In no event shall any contractual relation be created between any third party and the City without prior written consent of the City. A consent to one assignment shall not be deemed to be consent to any subsequent assignment.

SECTION 18: AMENDMENTS
This Agreement sets forth the entire understanding of the parties with respect to the subject matter herein. There are no other agreements, expressed or implied, oral or written, except as set forth herein. This Agreement may be amended upon written mutual consent of both parties hereto.

Amendment requiring changes in compensation shall be subject to the City's change order procedures.

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SECTION 19: NOTICES
Notices and requests to the City or Contractor shall be delivered at the following addresses, either served personally on the designated representative or by U.S. Postal Service at the following addresses:

City:

Director of Community Services
4975 Memorial Drive
La Mesa, CA 91942
(619) 667.1308
Contractor:

Mike Singleton
KTUA
3916 Normal Street
San Diego, CA 92103
(619) 294-4477 ext. 134
SECTION 20: DISPUTE RESOLUTION
The City shall require that all Contractors agree to submit any unresolved claims, counterclaims, disputes, controversies and other matters between them and the City or the Contractor and/or any sub-contractors of any tier arising out of or relating to their agreement with the City or the breach thereof (“disputes”) first to mediation and then if not resolved, to non-binding arbitration prior to initiating suit or judicial proceeding.

If applicable – As provided in Public Contract Code section 9204, any claim filed by the Contractor on a public works project shall be reviewed by the City with 45 days and a written statement will be provided to the Contractor identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, the City and the Contractor may, by mutual agreement, extend the time period or it may be extended to allow City Council approval. The Contractor shall include reasonable documentation to support the claim. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the City issues its written statement.

SECTION 21: TERMINATION OF AGREEMENT FOR CAUSE OR CONVENIENCE If, through any cause, the Contractor shall fail to fulfill in timely and proper manner his obligations under this Agreement, or if the Contractor shall violate any of the covenants, agreements, or stipulations of this Agreement, the City shall thereupon have the right to terminate this Agreement immediately by giving written notice to the Contractor of such termination and specifying the effective date thereof. In such event, all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs and reports prepared by the Contractor under this Agreement shall, at the option of the City, become its property and the Contractor shall be entitled to receive just and equitable compensation for any work satisfactorily completed hereunder.

In addition to termination for cause, the City may terminate this Agreement for City’s convenience upon not less than fifteen (15) days written notice to Contractor. Upon receipt of said notice, the Contractor shall immediately cease all work under this Agreement unless said notice provides otherwise. If this Agreement is terminated as provided in this paragraph for City’s convenience,

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the Contractor shall be required to provide to City all finished or unfinished documents, data, studies, services, etc., prepared by the Contractor as may be requested by City and such work shall become City’s property upon payment to Contractor for the value of the work performed, less payments of compensation previously made.

Notwithstanding the above, the Contractor shall not be relieved of liability to the City for damages sustained by the City by virtue of any breach of the Agreement by the Contractor, and the City may withhold any payments to the Contractor for the purpose of set-off until such time as the exact amount of damages due the City from the Contractor is determined.

SECTION 22: BUSINESS LICENSE
The Contractor, including all sub-contractors, shall obtain a business license for work within the City of La Mesa pursuant to La Mesa Municipal Code Sections 6.08.010 through 6.08.240.

No payments shall be made to any Contractor until such business license has been obtained, and all fees paid therefor, by the Contractor and all sub-contractors. Business license applications and information may be obtained from the Finance Department, City Hall, 8130 Allison Avenue, La Mesa, CA 91942-5502, (619) 667-1118 or online at cityoflamesa.us/buslic.

SECTION 23: INTEREST OF MEMBERS OF THE CITY
No member of the governing body of the City and no other officer, employee, or agent of the City who exercises any functions or responsibilities in connection with the planning and carrying out of the program, shall have any personal financial interest, direct or indirect, in this Agreement; and the Contractor shall take appropriate steps to assure compliance.

SECTION 24: INTEREST OF CONTRACTOR AND EMPLOYEES; STATEMENT OF

ECONOMIC INTERESTS
The Contractor covenants that he presently has no interest and shall not acquire interest, direct or indirect, in the study area or any parcels therein or any other interest which would conflict in any manner or degree with the performance of his services hereunder. The Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed. City may require Contractor to complete and submit a Form 700, Statement of Economic Interests, in accordance with applicable law, to City Clerk.

SECTION 25: FACILITIES AND EQUIPMENT
Contractor shall, at its sole cost and expense, furnish all facilities and equipment which may be required for furnishing services pursuant to this Agreement.

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SECTION 26: INDEPENDENT CONTRACTOR
At all times during the term of this Agreement, Contractor shall be an independent contractor and shall not be an employee of City. City shall have the right to control Contractor only insofar as the results of Contractor's services rendered pursuant to this Agreement; however, City shall not have the right to control the means by which Contractor accomplishes services rendered pursuant to this Agreement.

SECTION 27: PERS ELIGIBILITY INDEMNIFICATION
In the event that Contractor’s employee providing services under this Agreement claims or is determined by a court of competent jurisdiction or the California Public Employees Retirement System (PERS) to be eligible for enrollment in PERS of the City, Contractor shall indemnify, defend, and hold harmless City for the payment of any employer and employee contributions for PERS benefits on behalf of the employee as well as for payment of any penalties and interest on such contributions which would otherwise be the responsibility of the City.

Notwithstanding any other agency, state or federal policy, rule, regulation, law or ordinance to the contrary, Contractor’s employees providing service under this Agreement shall not qualify for or become entitled to, and hereby agree to waive any claims to, any compensation and benefit including but not limited to eligibility to enroll in PERS as an employee of City and entitlement to any contributions to be paid by City for employer contributions and/or employee contributions for PERS benefits.

SECTION 28: TIME
Contractor shall devote such time to the performance of services pursuant to this Agreement as may be reasonably necessary for satisfactory performance of Contractor's obligations pursuant to this Agreement.

SECTION 29: CONTRACTOR NOT AGENT
Except as City may specify in writing, Contractor shall have no authority, express or implied, to act on behalf of City in any capacity whatsoever as an agent. Contractor shall have no authority, express or implied, pursuant to this Agreement to bind City to any obligation whatsoever.

SECTION 30: NON-DISCLOSURE
The designs, plans, reports, investigations, materials and documents prepared or acquired by the Contractor pursuant to this Agreement (including any duplicate copies kept by the Contractor) shall not be shown to any other public or private person or entity, except as authorized by the City.

The Contractor shall not disclose to any other public or private person or entity any information regarding the activities of the City except as authorized by the City.

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SECTION 31: SUBCONTRACTING
None of the services covered by the Agreement shall be subcontracted without the prior consent of the City. The Contractor shall be as fully responsible to the City for the acts and omissions of his subcontractors, and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. The Contractor shall insert in each subcontract appropriate provisions requiring compliance with the labor standards provisions of this Agreement.

SECTION 32: CHANGES
The City may, from time to time, request changes in the Scope of Services of the Contract to be performed hereunder. Such changes, including any increase or decrease in the amount of the Contractor's compensation, which are mutually agreed upon by and between the City and the Contractor shall be incorporated to this Contract.

SECTION 33: JOB SITE SAFETY
The general or prime Contractor who is responsible for means, methods and procedures of the project shall be responsible for job site safety.

The prime contractor and all sub-contractors of all tiers shall:

A. Be responsible for the safety of their respective employees as required by law.

B. Come under the jurisdiction and supervision of the general or prime contractor’s job site safety program.

C. Exercise reasonable care to avoid risk of injury to others as required by the professional standard of care.

SECTION 34: PREVAILING WAGES FOR PUBLIC WORKS PROJECTS– IF APPLICABLE A. No professional Contractor or sub-Contractor subject to the requirements of State of California’s prevailing wages may be awarded a contract, or contracted with, for a public works project (submitted on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)].

B. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

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SECTION 35: CONFLICT BETWEEN AGREEMENT AND OTHER DOCUMENTS In the event of a conflict between this Agreement and any documents incorporated by reference in this Agreement, the terms and conditions of this Agreement shall supersede those contained in any such document incorporated by reference.

SECTION 36: DATE OF AGREEMENT
The date of this Agreement shall be the date it shall have been signed by a duly authorized representative of City.

IN WITNESS WHEREOF, City and Contractor have executed the Agreement.

KTUA
Date: By:

Mike Singleton, Principal

CITY OF LA MESA,
A Municipal Corporation
Date: By:

Mark Arapostathis, Mayor
Date: By:

Greg Humora, City Manager
Date: By:

Susan Richardson, Community Services Director

APPROVED AS TO FORM

CITY ATTORNEY
Attachment: Exhibit A – Scope of Work and Fee Schedule

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KTUA
Whalen/
Singleton/L
angdon Jacob Leon
Alex
Samarin KTUA Staff
Alan
Pennington
Khushboo
Hussain
Matrix
Staff
Kim
Baranek TBD
Principal
Planner
Project
Manager
Assist
PM/GIS
Park
Planners
Senior
Analyst
Senior
Analyst TBD
Principal
Planner Staff
$185 $145 $145 $120 $200 $185 $110 $180 $110 Hours Labor TASK 1 | PROJECT KICKOFF AND MANAGEMENT

1.1 Project kick-off meeting & site tour with City 4 4 4 2 2 6 22 $3,750

1.2 Team progress meetings (12 virtual) 6 18 24 $3,720

1.3 Existing document and policy review 1 4 4 9 $1,245

1.4 Progress reports, scheduling, and project management 6 20 6 32 $4,880

1.5 Quality control 12 8 20 $3,380
Total Task 1 Hours: 29 54 10 4 2 2 0 6 0 107
Total Task 1 Costs: $5,365 $7,830 $1,450 $480 $400 $370 $0 $1,080 $0 $16,975 check $16,975
TASK 2 | SITE VISITS

2.1 Park Inventory
Verify park conditions, sizes & amenities 4 4 16 24 $3,080 Identify private/non-profit/school facilities 2 2 2 6 $820 Identify, classify & inventory trails, greenways & other open space 2 6 6 14 $1,880

2.2 Park Amenity Assessment
Summarize amenities based on age demographics 1 4 6 11 $1,485 Identify amenity standards based on population 1 4 6 11 $1,485 Summarize quantitative/qualitative ranking of amenities 1 4 4 6 15 $2,065

2.3 Connectivity and Accessibility Inventory
Identify parkshed elements 1 4 8 13 $1,685
Inventory bike, ped, road, transit facilities 1 4 6 11 $1,445 Identify park entrances and trail access 1 2 4 7 $915
Prepare parkshed maps 1 12 12 25 $3,325
Create population tables 1 4 6 11 $1,445
Total Task 2 Hours: 3 25 42 78 0 0 0 0 0 148
Total Task 2 Costs: $555 $3,625 $6,090 $9,360 $0 $0 $0 $0 $0 $19,630 check $19,630
Totals

CITY OF LA MESA

RECREATION & PARKS MASTER PLAN
Matrix Baranek
Attachemn
Exhibit A

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CITY OF LA MESA

RECREATION & PARKS MASTER PLAN
Matrix Baranek
TASK 3 | PUBLIC INPUT

3.1 Create outreach plan for equitable input/bilingual strategies 1 4 5 $765

3.2 Coordination with statistically-valid survey 1 4 5 $765

3.3 Project publicity
Develop project branding 4 8 12 $1,540
Create project website and update monthly 2 6 12 20 $2,600 Identify incentives/motivation to attend meetings 1 4 5 $625 Prepare social media blasts 4 4 8 $1,060

3.4 Community/Stakeholder Workshops
Focus Group/Stakeholder meetings (10 virtual meetings) 2 20 4 4 2 2 34 $5,100 Workshops 1 and 2: Vision, opps/constraints, exist. Conditions 8 12 6 12 38 $5,530 Workshop 3: Workshop 1 input summary & priorities 1 6 2 6 15 $2,065 Workshop 4: Master plan recommendations 1 6 2 6 15 $2,065 Total Task 3 Hours: 14 63 20 56 2 2 0 0 0 157
Total Task 3 Costs: $2,590 $9,135 $2,900 $6,720 $400 $370 $0 $0 $0 $22,115 check $22,115
TASK 4 | ANALYSIS

4.1 Community Profile
Prepare most recent demographics & socio-economic data & maps 1 2 4 7 $915 Characterize future population projects and demographics 1 2 4 7 $915 Project ex. population into future population using growth areas 1 2 4 7 $915 Create population tables served by each city & non-profit asset 1 2 4 7 $915

4.2 Comparative Analysis
Determine existing/future populations and growth areas 2 4 6 $770 Review NRPA/CAPRA benchmarks for trends 2 4 6 $770
Review facilities of similar cities and compare LOS 4 2 6 $820

4.3 Park Resources Assessment
Prepare park classifications and city-wide maps 1 4 4 9 $1,205 Identify LOS acres and amenities for current/future parks 1 2 6 9 $1,155 Quantify existing park distribution gaps & park inequities 1 2 6 9 $1,155 Quantify future park distribution gaps & changes for equity 1 2 6 9 $1,155 Map current/future populations with gaps & strategies 1 4 4 9 $1,205 Total Task 4 Hours: 0 17 22 52 0 0 0 0 0 91
Total Task 4 Costs: $0 $2,465 $3,190 $6,240 $0 $0 $0 $0 $0 $11,895 check $11,895

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CITY OF LA MESA

RECREATION & PARKS MASTER PLAN
Matrix Baranek
TASK 5 | ANALYSIS OF RECREATION PROGRAMS

5.1 Community Services Program Inventory
Identify recreation program providers 1 2 2 5 $790
Analyze programs, resources, use levels & revenues 4 8 12 24 $3,600 Identify best practices for recreation services & programs 1 2 4 7 $1,010 Interview program managers (4 virtual meetings) 4 4 8 16 $2,420

5.2 Trends Analysis
Analyze programs, resources, use levels & revenues 4 8 8 20 $3,160 Identify best practices for recreation services & programs 4 8 8 20 $3,160 Benchmark La Mesa with local and regional program standards 4 8 8 20 $3,160

5.3 Community Services Department Analysis
Community needs analysis for underserved population 4 8 12 24 $3,600 Analysis of services gaps/duplicate services 4 8 12 24 $3,600 Identify program budget realities, revenue offsets, partnership options 4 8 12 24 $3,600

5.4 Fiscal Capacity and Projected Fiscal Resources
Identify cost of new parkland 1 4 4 4 8 12 33 $4,845
Identify funding gaps for construction, mainenance, operations 1 4 4 4 8 12 33 $4,845 Identify resources to support expansion of parks and programs 4 8 12 24 $3,600

5.5 Alternative Funding and Parternships
Identify alternative funding opportunities 4 8 12 24 $3,600 Identify funding sources for prioritized parks, amenities, programs 4 8 12 24 $3,600 Identify enhance services through collaboration 2 4 8 14 $2,020

5.6 Analysis of Programs, Fees, and Services
Determine direct/indirect cost recovery opportunities 4 8 12 24 $3,600 Summarize operating, maintenance, capital costs, funding sources 4 8 12 24 $3,600 Total Task 5 Hours: 2 8 0 8 64 124 178 0 0 384
Total Task 5 Costs: $370 $1,160 $0 $960 $12,800 $22,940 $19,580 $0 $0 $57,810 check $57,810
TASK 6 | MAPPING AND BASELINE DATA

6.1 Park Level of Service Analysis
Determine adequacy of park LOS, gap analysis, recreation providers 1 4 4 9 $1,205 Determine program shortages and supporting facility needs 1 2 8 11 $1,395 Review local park and amenity standards for benchmarking 1 2 8 11 $1,395 Review NRPA standards for trens and apply to existing local conditions 1 2 8 11 $1,395 Classify parks to meet park needs for existing population 1 2 12 15 $1,875 Total Task 6 Hours: 0 5 12 40 0 0 0 0 0 57
Total Task 6 Costs: $0 $725 $1,740 $4,800 $0 $0 $0 $0 $0 $7,265

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La Mesa City CouncilOctober 11, 2022

La Mesa City Council
October 11, 2022