La Mesa City Council
April 25, 2023

ATLAS SOCAL SCHEDULE OF FEES Page 3 of 4
Revised January 2023
Triaxial Staged Consolidated – Undrained (ASTM D4767) .......................................................................................... Quote Triaxial Staged Unconsolidated – Undrained (ASTM D2850) ...................................................................................... Quote Unconfined Compression (ASTM D2166) ........................................................................................................................ 187 Unit Weight Aggregate (Cal 212, ASTM C29) .................................................................................................................... 92 Asphalt Concrete
Asphalt Core Specific Gravity (Cal 308, ASTM D2726) ................................................................................................... $79 Asphalt Core Specific Gravity Waxed (Cal 308, ASTM D1188) ......................................................................................... 97 Emulsion Content (CTM 382) ........................................................................................................................................... 206 Film Stripping (Cal 302) ............................................................................................................................................... Quote Gyratory Compacted Maximum Specific Gravity (AASHTO T312) .................................................................................. 405 Hamburg Wheel Plant Produced HMA (AASHTO T324/Caltrans Section 39) .............................................................. 1,040 Hveem Maximum Bulk Specific Gravity (Cal 308) ............................................................................................................ 347 Hveem & Stabilometer Value (Cal 366) ........................................................................................................................... 462 Ignition Oven Correction Factor (AASHTO T308) ............................................................................................................ 289 Ignition Oven Degradation Factor (AASHTO T308) ......................................................................................................... 289 Marshall Density Stability & Flow (ASTM D6927) ............................................................................................................ 462 Marshall Density (ASTM D6926) ...................................................................................................................................... 347 Moisture Content of Asphalt Mixtures Using Microwave (Cal 370) .................................................................................... 58 Moisture Vapor Susceptibility (Cal 307) ....................................................................................................................... Quote Optimum Bitumen Content (AASHTO R35/Cal 367) .................................................................................................... 3,581 Percent Bitumen Asphaltic Concrete (Cal 382, ASTM D6307) ........................................................................................ 208 Residue by Evaporation (Cal 331) ................................................................................................................................... 206 Rice Maximum Theoretical Specific Gravity AC (Cal 309, ASTM D2041) ........................................................................ 154 Sieve Analysis Extracted Aggregate (Cal 382, ASTM D5444) ......................................................................................... 105 Stability and Flow (ASTM D1559) .................................................................................................................................... 405 Stabilometer Value (Cal 366) ........................................................................................................................................... 405 Tensile Strength Ratio Plant Produced HMA (AASHTO T283) ..................................................................................... 1,040 Wet Track Abrasion (ASTM D3910) ................................................................................................................................. 215 Concrete
2X2 Cube Compression .................................................................................................................................................. $32 Chloride Ion Testing (ASTM C1218) ................................................................................................................................ 254 Concrete Core Compression (ASTM C42) ......................................................................................................................... 68 Concrete Cylinder Compression (Cal 521, ASTM C39) ..................................................................................................... 32 Flex Beam Modulus of Rupture (Cal 523, ASTM C78) ...................................................................................................... 86 Modulus of Elasticity (Cal 522, ASTM C469) ................................................................................................................... 301 Shotcrete Mockup Panel (ASTM C1140) ..................................................................................................................... 1,201 Shotcrete Panel, 3 Cores Compression (CBC) ................................................................................................................ 336 Shrinkage Hardened Concrete (ASTM C157 Modified) ................................................................................................... 429 Split Tensile Concrete Cylinder (ASTM C496) ................................................................................................................... 86 Time of Set (ASTM C403) ................................................................................................................................................ 231 Trial Batch Fabrication (ASTM C192) .............................................................................................................................. 344 Unit Weight Hardened Concrete (ASTM C642) ................................................................................................................. 64 Unit Weight Lightweight Concrete (ASTM C567) ............................................................................................................... 80 Masonry
Absorption Block (ASTM C140) .................................................................................................................................... $133 Compression Adobe ........................................................................................................................................................ 179 Compression Block Standard (ASTM C140) .................................................................................................................... 174 Compression Brick (ASTM C67) ...................................................................................................................................... 133 Efflorescence Block ......................................................................................................................................................... 202 Efflorescence Brick (ASTM C67) ..................................................................................................................................... 202 Grout Prism Compression (ASTM C1019) ......................................................................................................................... 32 Masonry Core Compression (ASTM C42).......................................................................................................................... 59 Masonry Core Shear (CBC 2105A.4) ............................................................................................................................... 110 Masonry Prism Compression (ASTM E447) .................................................................................................................... 174 Modulus of Elasticity (Masonry Prism) ............................................................................................................................ 301 Mortar Bond Strength Pull Test (ASTM C482) ................................................................................................................... 72 Mortar Cylinder Compression ............................................................................................................................................ 32 Mortar Shear Strength (ANSI 118) ................................................................................................................................... 116 Relative Mortar Strength (Cal 515) ................................................................................................................................. 982 Shrinkage Masonry Block (ASTM C426) ......................................................................................................................... 289 Trial Grout Prisms (ASTM C942) ....................................................................................................................................... 44 Water Retention and Air Content (ASTM C270) .............................................................................................................. 636

ATLAS SOCAL SCHEDULE OF FEES Page 4 of 4
Revised January 2023
Metal
Bolt Assembly Hardness Test ......................................................................................................................................... $86 Bolt Assembly Tensile & Proof Load Test ........................................................................................................................ 145 Chemical Analysis ............................................................................................................................................................ 220 Modulus of Elasticity (Steel) ............................................................................................................................................. 301 Post-Tension Tendon Tensile Testing ............................................................................................................................. 213 Tensile Strength & Bend Test Structural Steel (ASTM A370) .......................................................................................... 220 Tensile Strength & Bend Test Reinforcing Steel (ASTM A615/A706) .............................................................................. 145 Tensile Strength #14 to #18 Bar (ASTM A615) ........................................................................................................... Quote Tensile Strength Mechanical Splices #9 and Smaller (Cal 670) ................................................................................... Quote Tensile Strength Mechanical Splices #10 to #14 (Cal 670) .......................................................................................... Quote Tensile Strength Mechanical Splices #18 (Cal 670) ................................................................................................... Quote Miscellaneous
Fire Proofing Density Test (ASTM E605) ........................................................................................................................ $83 Fiber Reinforced Polymer Tensile (ASTM D3039) ........................................................................................................... 601 Material Preparation .......................................................................................................................................................... 86 Relative Humidity Test (ASTM F2170) ......................................................................................................................... 92/kit Concrete Vapor Emission Kits (ASTM F1869) ............................................................................................................. 84/kit Miscellaneous Charges ............................................................................................................................................. Various Default Expense ........................................................................................................................................................ Various

TERMS AND CONDITIONS
Prevailing wage rates will increase consistent with general prevailing wage determinations made by the California Department of Industrial Relations.

All field services will be charged portal to portal with the following minimum charges:

1. The client will be invoiced only for the hours actually worked in 4 and 8 hour increments.

2. A 2-hour show-up charge will be applied to any service canceled the same day of service.

3. Work in excess of 8 hours up to 12 hours in a single day will be charged in 1-hour increments at 1.5 times the standard rate.

4. Work in excess of 12 hours in a single day will be charged in 1-hour increments at 2 times the standard rate.

Work performed by field or laboratory personnel outside of normal business hours (6:30 a.m. to 5:00 p.m.) will be charged a premium on a case-by-case basis. Work performed for Geophysical Studies outside of a standard work week will be charged an additional 50%.

Fees for specialty geophysical services such as seismic reflection, crosshole, gravity, pile integrity testing, vibration monitoring, magnetotellurics, UXO, MEC, etc. will based on a per project basis. Utility focused projects requiring specialized training such as MSHA (mines) or RSO (refineries) will be billed at a General Geophysical rate.

Other Direct Charges: Our company reserves the right to charge for services outside of the contract in the form of reimbursables, including but not limited to the following: diamond coring bits, fuel, patching materials, mileage, travel time, equipment rental and administrative time.

Mileage will be charged at the standard federal rate per mile for distances over 50 miles from the location of dispatch.

Per Diem charges will be applied to projects outside a 50-mile radius of our office.

Subcontracted services will be charged at cost plus 20 percent.

Invoices will be submitted monthly. These invoices are due in full upon presentation to the client. Invoices outstanding over 30 days will be considered past due. A finance charge computed at the rate of 1.5 percent per month, which is an annual rate of 18 percent, will be charged on all past due accounts. If legal action is brought on delinquent accounts, the prevailing party shall be entitled to recover its reasonable attorney’s fees and other costs of collection.

Our services are performed in accordance with the current standards of practice in the industry. No other warranty or representation, express or implied, is made or intended.

CLIENT SERVICES AGREEMENT
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This AGREEMENT is made this _______ day of _______________________________ , 20____, by and between ___________________________________________________ its employees, officers, directors, affiliates, subsidiaries, and agents (CLIENT) at _______________________________________________ and ATLAS TECHNICAL CONSULTANTS LLC, its employees, officers, directors, affiliates, subsidiaries, and agents (ATLAS) at ______________________________________________.

Whereas, CLIENT intends to employ ATLAS to provide [type of work to be performed + project name/location + proposal number] (hereinafter referred to as “Services”);
Whereas, ATLAS desires to contract with CLIENT and perform such Services and CLIENT desires to accept such Services;
Now, therefore, in consideration of the terms and conditions hereinafter set forth, the parties mutually agree as follows:

DESIGNATED REPRESENTATIVES Except as expressly specified otherwise in writing, the parties designate the following named individuals as their authorized representatives to provide approvals, directives, and permissions, including changes, and to receive notices or other communications under this agreement at the following addresses:

ATLAS: _______________________________________________________________________________ CLIENT: _______________________________________________________________________________ PROPOSAL NAME/NUMBER/DATE: ____________________________________________________________

1. SERVICES TO BE PERFORMED ATLAS shall perform the Services as described in the Proposal referenced above, which is attached hereto as Exhibit A and incorporated into this Agreement by reference. The Proposal describes the work to be performed (Services), the location (Site), fees and/or rates to be charged, certain special conditions of performance including equipment, sampling protocols, and necessary reimbursable expenses. ATLAS will be authorized to proceed with the Services, when CLIENT indicates its acceptance by signing this Agreement or, if not practical because of timing or other constraints, by e-mail to ATLAS. The Proposal, this Agreement and any attachments pertaining thereto shall comprise the Contract Document.

2. ADDITIONAL SERVICES If any additional or different Services are required to complete an existing Proposal, these additional Services shall be conveyed to CLIENT and approved by the CLIENT in writing.

3. COMPENSATION CLIENT will pay ATLAS for Services and expenses in accordance with the Proposal. ATLAS will make reasonable, good faith efforts to perform the Services and accomplish the objectives defined in this Agreement within any written cost estimate provided by ATLAS. CLIENT recognizes that unforeseen circumstances along with changes in scope and schedule can influence the completion of Services within the estimated costs. The use of an estimate of fees or a “not to exceed” limitation is ATLAS’s professional judgment of costs, given the information that was provided but is not a guarantee that the Services will be completed for that amount. ATLAS will submit periodic invoices to CLIENT together with reasonable supporting documentation requested by CLIENT and a final bill upon completion of its services. Unless otherwise agreed in writing, there shall be no retainage. Payment is due within thirty (30) days of the invoice date regardless of whether CLIENT has been reimbursed by any other party. ATLAS reserves the right to assess a finance charge of 1.5% per month, calculated from the invoice due date, on any invoices not paid within thirty (30) days. ATLAS reserves the right to withhold reports until payment is received and may further suspend work and vacate the site if all undisputed payment amounts are not received within sixty (60) days after the invoice date. CLIENT will indemnify ATLAS for all claims concerning the suspension of work for nonpayment regardless of whether the claims

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are made by the CLIENT, someone claiming through the CLIENT, or by a third party. CLIENT agrees to pay ATLAS’s attorney's fees, and all other costs incurred in collecting past due amounts.

If CLIENT objects in good faith to any portion of an invoice, CLIENT must so notify ATLAS within ten (10) days of the invoice date, identifying the cause of disagreement, and pay when due the portion of the invoice not in dispute. The parties will immediately make every effort to resolve the disputed portion of the invoice. Any dispute over invoiced amounts due which cannot be resolved within fourteen (14) days by direct negotiation between the parties shall be resolved in accordance with the Dispute Resolution provisions of this Agreement. Payment thereafter will first be applied to accrued interest and then to the unpaid principal amount. Finance charges as stated above shall be paid by the CLIENT on all disputed invoice amounts that are subsequently resolved in ATLAS’s favor, calculated on the unpaid balance from the due date of the invoice.

4. PREVAILING WAGE It shall be CLIENT’s sole responsibility to notify ATLAS in writing of any prevailing wage requirements before any services are performed for the project. In the event notification is not given to ATLAS, CLIENT shall be fully responsible for payment of all fines, penalties, and/or damages imposed upon ATLAS.

5. EXPENSES Unless otherwise stated in the Proposal, CLIENT agrees to pay ATLAS for its reimbursable expenses, in addition to its fees. Reimbursable expenses are expenditures made by ATLAS in the interest of the contracted Services. Reimbursable expenses shall be billed, and paid, in accordance with the schedule included with the Proposal.

ATLAS will submit a Change Order to CLIENT detailing other reimbursable expenses not outlined in the Proposal.

6. INSURANCE ATLAS agrees that it now carries, and will continue to carry during the performance of any Services under this Agreement, Workers’ Compensation and Employer’s Liability, Commercial General Liability (including Contractual Liability), Commercial Automobile Liability, Professional Liability and Contractor’s Pollution Liability insurance coverage with limits at or above those described, as follows:
a. Workers’ Compensation (statutory)
Employer’s Liability
Each accident $1,000,000
Disease – Each Employee $1,000,000
Disease – Policy Limit $1,000,000
b. Commercial General Liability
Each Occurrence $1,000,000
Personal and Advertising Injury $1,000,000
General Aggregate $2,000,000
Products and Completed
Operations Aggregate $2,000,000
c. Commercial Automobile Liability
Combined Single Limit $1,000,000
d. Errors and Omissions / Professional Liability
Each Claim $1,000,000
Annual Aggregate $1,000,000
e. Contractor’s Pollution Liability
Each Claim $1,000,000
Annual Aggregate $1,000,000

7. OBLIGATIONS OF CLIENT CLIENT warrants that all information provided to ATLAS concerning the required Services is complete and accurate to the best of CLIENT's knowledge. CLIENT agrees to advise ATLAS prior to commencement of the Services, and during the work, of any hazardous conditions on or near the Site known to CLIENT.

CLIENT understands that ATLAS is relying upon the completeness and accuracy of information supplied to it by CLIENT and ATLAS will not independently verify such information unless otherwise provided in the Service Order. CLIENT shall be solely responsible for and shall indemnify and hold harmless ATLAS for any costs, expenses or damages incurred by

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ATLAS due to CLIENT’s failure to follow applicable reporting and governmental requirements. CLIENT will not hold ATLAS liable if ATLAS’s recommendations are not followed and expressly waives any claim against ATLAS, and agrees to defend, indemnify and hold ATLAS harmless from any claim or liability for injury or loss that results from failure to properly implement ATLAS’s recommendations.

8. STANDARD OF CARE ATLAS’s Services as defined by the Proposal shall be performed in accordance with generally accepted industry principles and practices, consistent with a level of care and skill ordinarily practiced by members of the same profession currently providing similar services under similar circumstances at the time the Services were provided. No other representation nor a warranty of any kind, express or implied, is made or intended by ATLAS, its employees or agents, in connection with the Services provided under this Agreement. CLIENT agrees to give ATLAS written notice of any breach or default under this Section 8 within one (1) year of the completion of the Services and to provide ATLAS a reasonable opportunity to cure such breach or default, without the payment of additional fees to ATLAS, as a condition precedent to any claim for damages.

9. LIMITATIONS OF METHOD RELIABILITY The CLIENT recognizes and agrees that all testing and remediation methods have inherent reliability limitations; no method or number of sampling locations can guarantee that a condition will be discovered within the performance of the Services as authorized by the CLIENT. The CLIENT further acknowledges and agrees that reliability of testing or remediation methods varies according to the sampling frequency and other variables and that these factors, including cost, have been considered in the CLIENT’s selection of Services.

ATLAS’s observations and standardized sampling, inspection and testing procedures employed only represent conditions observed and activities only at the precise location and time where and when Services were performed at the time of the Site visit. CLIENT recognizes that conditions of materials and activities at other locations may vary from those measured or observed, and that conditions at one location and time do not necessarily indicate the conditions of apparently identical material(s) at other locations and times. ATLAS is not responsible for changes that may occur to the Site after ATLAS completes the Services.

10. CONTROL OF WORK AND JOB-SITE SAFETY ATLAS shall be responsible for its activities and that of its employees and subcontractors, and CLIENT acknowledges that ATLAS will not direct, supervise or control the work of other consultants and contractors or their subcontractors. Furthermore, ATLAS shall not guarantee or be responsible for health and safety, procedures, construction means, methods, techniques, sequences, or procedures, nor be responsible for the acts or omissions of contractors or other parties on the Site. ATLAS’s testing, observation, or inspection of the work of other parties on a project, even if performed on a continuous basis, shall not relieve such parties of their responsibility to perform their work in accordance with applicable plans, specifications and safety requirements.

Continuous monitoring by ATLAS’s employees does not mean that ATLAS is observing or verifying all Site work or placement of all materials. CLIENT agrees that ATLAS will only make on-Site observations appropriate to the Services provided by ATLAS and will not relieve others of their responsibilities to perform the work.

11. TEST AND SAMPLING LOCATIONS Unless otherwise specified in the Proposal, the Services do not include surveying the Site or precisely identifying sampling, inspection or test locations, depths or elevations, and any sampling, inspection and test locations, depths and elevations will be based on field estimates and information furnished by CLIENT and its representatives. Unless stated otherwise in the report, the accuracy of any test or sampling locations and elevations will be commensurate only with approximate measurements or estimates. CLIENT should retain the services of a professional surveyor if greater accuracy is required. CLIENT will furnish a diagram indicating the accurate location of the Site. Sample locations may also be indicated on the diagram. ATLAS reserves the right to deviate a reasonable distance from the boring and sampling locations unless the CLIENT specifically revokes this right in writing at the time the diagram is supplied.

12. INTERPRETATION OF DATA ATLAS is responsible only for those data, interpretations, and recommendations regarding the actual materials and activities observed, sampled, inspected or tested, and shall not be responsible for the use or interpretation of ATLAS data by third parties, or the information developed by third parties from such data. CLIENT acknowledges that subsurface conditions may vary from those encountered at the locations where the borings, surveys, or explorations are made by ATLAS. CLIENT further recognizes that the data interpretations and recommendations of ATLAS’s personnel are based solely on the information available to them, and that ATLAS may make certain inferences based upon the information derived from these observations, samples, inspections, or tests to formulate professional opinions regarding conditions in other areas.

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13. THIRD PARTY INFORMATION ATLAS is dependent on information available from various governmental agencies and private database firms to aid in evaluating the history of the Site. ATLAS shall not be liable for any such agency’s or database firm’s failure to make relevant files or documents properly available, to properly index files, or otherwise to fail to maintain or produce accurate or complete records.

14. SITE ACCESS CLIENT grants or shall obtain for ATLAS a right of entry to all parts of the Site necessary to complete the requested Services and unless otherwise specified in the Proposal, it represents that it has obtained the applicable permits and licenses for the proposed Services. If CLIENT does not own the Site, CLIENT represents that it has or will obtain prior to the commencement of the Services, the authority and permission of the owner and/or the occupant of the Site. CLIENT acknowledges that due to the nature of some Services unavoidable damage may occur. CLIENT waives its right of recovery for such unavoidable damage, and if CLIENT is not the owner of the Site, CLIENT agrees to indemnify and defend ATLAS against any claims by the owner and/or occupant for any such damage.

Unless otherwise specified in the Proposal, ATLAS is not liable for damages caused by exploratory demolition or investigation to identify, quantify, or evaluate building materials, systems, and/or components not readily accessible to ATLAS during ATLAS’s performance of the Services. ATLAS is not responsible for unforeseen conditions that exist on the Site within building systems that prohibit or deter ATLAS from gaining access to building materials, systems, and/or components.

15. ENGINEERING AND CONSTRUCTION SERVICES If the Services requested only require geotechnical engineering, subsurface exploration, construction materials testing, and/or engineering, ATLAS assumes that there are no hazardous substances or constituents in the soils or groundwater underlying the Site. ATLAS’s duties and responsibilities are limited to performing tests and monitoring of specific construction activities as outlined in the Proposal.

Unless otherwise specified in the Proposal, any consulting, testing or monitoring related to environmental conditions, including, but not limited to hazardous waste, soil or groundwater contamination, or air pollutants are not part of ATLAS’s engineering and construction Services. If it becomes apparent during the field exploration that hazardous substances or constituents may be present, field operations will be terminated without liability.

16. OPINIONS OF COSTS ATLAS may, subject to the terms and limitations set forth in this Agreement, provide estimates relative to costs for remediation or construction as appropriate based on available data, designs, or recommendations. However, these opinions are intended to provide information on the range of costs and are not intended for reliance or use in firm budgeting or negotiation unless specifically agreed to in writing by ATLAS. CLIENT acknowledges that ATLAS’s estimate may end up being substantially different than the ultimate cost, and CLIENT agrees it will not hold ATLAS liable for any variances between actual and estimated quantities, and further agrees to defend, indemnify and hold ATLAS harmless from any claim or liability for any such increased costs.

17. UTILITIES Unless otherwise specified in the Proposal, it is CLIENT’s responsibility to mark or furnish the locations of all underground man-made obstructions at all Sites that the CLIENT owns and/or operates. CLIENT shall indemnify, defend and hold harmless ATLAS from and against any claims, losses or damages incurred or asserted against ATLAS related to the CLIENT’s or a third party’s failure to mark, protect or advise ATLAS of underground structures or utilities.

18. ROOF CUTS Unless otherwise specified in the Proposal, if roof cuts/samples are required by the Services, it is the CLIENT’s responsibility to make appropriate repairs. If a roofing contractor or maintenance personnel selected by CLIENT is not on the roof to make repairs at the time samples are obtained, ATLAS may make temporary repairs, which may result in additional charges. ATLAS personnel are not certified in roofing repair, therefore under no circumstances, shall ATLAS be responsible for any water damage to the roofing system, building, or its contents resulting from ATLAS’s temporary repairs.

19. SAMPLES AND EQUIPMENT Unless otherwise specified in the Proposal or required by law, ATLAS will not retain any samples obtained from the Site. At no time does ATLAS assume title to the samples; all samples shall remain the property of the CLIENT.

All laboratory and field equipment contaminated during ATLAS’s Services that cannot readily and adequately cleansed of its hazardous contaminants shall become the property and responsibility of CLIENT. CLIENT shall purchase all such equipment as an expense of the Services, and it shall be turned over to CLIENT for proper disposal unless otherwise specified in the Service Order.

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20. HAZARDOUS CONDITIONS OR SUBSTANCES The CLIENT acknowledges that Services that include hazardous or toxic materials and/or investigations of chemicals involve inherent uncertainties, such as limitations on laboratory analytical methods and variations in subsurface conditions. Such uncertainties may adversely affect a Service Order’s result, even though the Services are performed with skill and care. CLIENT further acknowledges that ATLAS has neither created nor contributed to the creation or existence of any hazardous, radioactive, toxic, irritant, pollutant, substance or constituent at the Site. All Site generated hazardous and non-hazardous waste, including used disposable protective gear and equipment, are the property of the CLIENT.

CLIENT agrees to defend, indemnify and hold harmless ATLAS against all claims for injury or loss sustained by any party, including the United States, from exposure, release, or the presence of any such hazardous, radioactive, toxic, irritant, pollutant, substance or constituent at the Site. This indemnity includes but is not limited to, ATLAS acting as CLIENT’s agent to sign waste manifests, allegations that ATLAS is a handler, generator, operator, treater or storer, transporter or disposer under any federal, state or local, law, regulation or ordinance, and CLIENT’s or third party’s violation of federal, state or local, law, regulation or ordinance, related to the handling, storage, or disposal of hazardous substances or constituents at/or introduced to the Site, before or after the completion of the Services.

21. RIGHT TO STOP WORK If, during the performance of the Services, any unforeseen hazardous substance, material, element, constituent, condition, or occurrence is encountered which, in ATLAS 's reasonable judgment significantly affects or may affect the Services provided, the risk involved in providing the Services, or the recommended scope of Services, ATLAS may immediately suspend work.

22. ATLAS AND CLIENT INDEMNIFICATION To the fullest extent permitted by law, ATLAS shall indemnify and hold harmless CLIENT against claims, demands, and lawsuits to the extent arising out of or caused by the negligence or willful misconduct of ATLAS in connection with activities conducted in the performance of the Services.

To the fullest extent permitted by law, the CLIENT shall indemnify and hold harmless ATLAS, its affiliates, shareholders, directors, officers, employees and agents, from and against claims, demands, and lawsuits, to the extent arising out of or caused by CLIENT’s breach of this Agreement or the negligence or willful misconduct of the CLIENT or other contractors retained by CLIENT in connection with activities conducted in the performance of the Services. CLIENT agrees that all indemnifications granted to ATLAS shall also be granted to those subcontractors retained by ATLAS for the performance of the Services.

23. LIMIT OF LIABILITY ATLAS 's total liability for all claims or causes of action of any kind, including but not limited to negligence, bodily injury or property damage, breach of contract or warranty, shall not exceed Fifty Thousand Dollars ($50,000) or ATLAS’s total fee for the Services rendered under this Agreement, whichever is greater.

24. CONSEQUENTIAL DAMAGES In no event shall either party be liable to the other party for any consequential, incidental, punitive, liquidated or indirect damages, including but not limited to loss of income, loss of profits, loss or restriction of use of property, or any other business losses, regardless if such damages are caused by breach of contract, negligent act or omission, other wrongful act, or whether ATLAS shall be advised, shall have other reason to know, or in fact shall know of the possibility of such damages.

25. WARRANTY ATLAS is not a manufacturer. If any equipment is used or purchased by ATLAS for a Proposal the manufacturer’s warranties if any on the equipment are solely those of the manufacturer. ATLAS makes no other representation, guarantee, or warranty, expressed or implied, in fact or by law, whether of merchantability, fitness for any particular purpose or otherwise, concerning any of the goods or Services which may be furnished by ATLAS to CLIENT.

26. DOCUMENTS Project-specific documents and data produced by ATLAS under this Agreement shall become the property of CLIENT upon completion of the Services and payment of amounts owed ATLAS. ATLAS shall have the right, but not the obligation, to retain copies of all such materials.

27. RELIANCE Documents and data (including reports) produced by ATLAS pursuant to this Agreement relate solely to the Services for which Atlas has been retained, and are not intended or represented by ATLAS to be suitable for use or reliance beyond the scope or purpose for which they were originally prepared. No third party may rely upon such documents and data without the prior written consent of Atlas. Any such unauthorized use or dissemination will be at the sole risk and expense of the CLIENT or such third party.

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28. THIRD-PARTY CLAIMS CLIENT agrees to pay ATLAS 's costs (including reasonable attorney's fees) for defending ATLAS against any claims that a third party or a regulatory agency asserts against ATLAS related to the Services that were provided to CLIENT. Claims include legal actions by a third party or regulatory agency that are based upon the discoveries, findings or conclusions disclosed in documents or reports supplied to CLIENT by ATLAS.

29. SUBPOENAS The CLIENT is responsible for payment of ATLAS’s time and expenses resulting from ATLAS’s response to subpoenas issued by any party, involving any legal or administrative proceeding in which ATLAS is not named as a party, in connection with any Services performed under this Agreement. Charges are based on fee schedules in effect at the time the subpoena is served. ATLAS shall not object on CLIENT’s behalf to any subpoena, but will make reasonable efforts to cooperate with CLIENT if CLIENT chooses to object.

30. TERMINATION OF CONTRACT This Agreement may be terminated by either party upon seven (7) days written notice provided that any incomplete or unfinished Services will remain in effect until completed, unless otherwise agreed to in writing. In the event of termination or suspension, by the CLIENT, ATLAS shall be paid for Services performed prior to the termination date plus reasonable termination and suspension expenses.

31. ASSIGNMENT Neither the CLIENT nor ATLAS may assign, or transfer its benefits, rights, duties, or interest in this Agreement without the written consent of the other party. This Agreement shall be binding on and inure to the benefit of the successors and assigns of the parties.

32. FORCE MAJEURE Neither CLIENT nor ATLAS shall hold the other responsible for damages or delays in performance caused by uncontrollable events, which could not reasonably have been anticipated or prevented, including but not limited to, acts of God, the public enemy, acts or directives of the Government of the United States or of the several states, or any foreign country, or any of them acting in their sovereign capacity, materially different Site conditions, wars, riots, terrorism, rebellions, sabotage, fires, explosions, accidents, floods, strikes, epidemics, pandemics, viral outbreaks, or other conceded acts of workers, lockouts, or changes in laws, regulations, or ordinances.

33. NOTICES All notices given by either party to the other under this Agreement shall be in writing and may be delivered by: (i) regular mail, postage prepaid; (ii) certified or registered mail; (iii) facsimile; (iv) email; or (v) hand-delivery, to the parties at the addresses, facsimile numbers, and email addresses appearing on the first page of this Agreement , unless otherwise designated in writing. Notices sent by mail will be deemed to be received three (3) days after deposit in the mail, properly addressed. Notices sent by certified or registered mail will be deemed to be received upon the date of the acknowledgment. Notices sent by facsimile or email will be deemed to be received upon successful transmission to the proper facsimile number, provided that the sender can produce a facsimile transmission confirmation report, or upon transmission to the proper email address (with confirmation of transmission). Notices delivered by hand-delivery will be deemed to be received upon acceptance by the respective party or its agent.

34. DISPUTE RESOLUTION In any dispute arising out of or relating to this Agreement, or a breach thereof, the parties shall first make all good faith attempts to resolve any difference by businesslike negotiations. If the conflict is not settled through negotiation, it shall be submitted to nonbinding mediation unless otherwise mutually agreed to in writing. This mediation process shall be a condition precedent to either party pursuing arbitration, litigation, or some other dispute resolution procedure, and the parties agree that any such legal action taken without first submitting to dispute resolution in accordance herewith will not be ripe for adjudication. The costs of the mediation shall be equally shared by all involved parties.

35. GENERAL PROVISIONS The captions and headings throughout this Agreement are for convenience only and do not define, limit, modify, or add to the meaning of any provision of this Agreement. If any provision of this Agreement is in conflict with any provision of the Proposal, the terms and conditions of this Agreement shall prevail unless the conflict concerns the scope of Services to be provided. If any provision shall to any extent be deemed invalid, it shall be modified if possible to fulfill the intent of the parties as reflected in the original provision and the remainder of this Agreement shall not be affected.

This Contract Document represents the entire understanding between the parties and supersedes any and all prior contracts whether written or oral. Nothing contained in this Contract Document shall be construed to be for the benefit of any persons not a party to this Agreement. No third party beneficiary rights are created.

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The validity, interpretation, and performance of this Agreement shall be governed by and construed in accordance with the laws of the state in which the Site is located. Any legal action arising out of this Agreement shall be venued in a court of competent jurisdiction within the state and county of the Site.

No waiver by either party of any default by the other party in the performance of any provision of this Agreement shall operate as or be construed as a waiver of any future default, whether like or different in character.

ATLAS is solely responsible for the performance of this Agreement, and no parent, subsidiary or affiliated company, or any of its directors, officers, employees, or agents shall have any legal responsibility whether in contract or tort, including negligence.

IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed as of the date first above written.

ATLAS TECHNICAL CONSULTANTS LLC:

BY:

PRINTED NAME:

TITLE:

DATE:

CLIENT:
(Person authorized to execute contracts)
BY:

PRINTED NAME:

TITLE:

DATE:

REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: April 25, 2023
SUBJECT: RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER
NO. 1 FOR ADDITIONAL BIOLOGICAL AND CULTURAL

RESOURCES CONSULTING SERVICES TO HELIX
ENVIRONMENTAL PLANNING, INC. FOR THE COLLIER PARK
PHASE 2 IMPROVEMENT PROJECT
ISSUING DEPARTMENT: Public Works
SUMMARY:

Issues:

Should the City of La Mesa authorize Contract Change Order No. 1 for additional biological and cultural resources consulting services to Helix Environmental Planning Inc., for Collier Park Phase 2 Improvement Project in an amount not to exceed $7,908? Recommendation:

Adopt the attached resolution authorizing Contract Change Order No. 1 for additional biological and cultural resources consulting services to Helix Environmental Planning Inc., for Collier Park Phase 2 Improvement Project in an amount not to exceed $7,908.

Fiscal Impact:

Funds for the change order are available, and will be funded from Park Fees. The change order in the amount of $7,908 will increase the original Helix Environmental Planning Inc., contract amount from $49,513 to $57,421. Professional Services Contracts totaling $50,000, or greater, require City Council approval.

City’s Strategic Goals:
 Enhanced recreation and quality of life opportunities BACKGROUND:

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 2 of 2
On July 8, 2022, a task order was issued to Helix Environmental Planning Inc., to provide environmental consulting services for the Collier Park Phase 2 Improvement Project.

DISCUSSION:

Contract Change Order No. 1 in an amount of $7,908 will augment the existing task order with Helix Environmental Planning Inc., and provide additional biological and cultural resources consulting services including the following:
 Two additional nesting bird surveys
 Additional Archaeological monitoring
Administrative Instruction F-13 Change Orders states that once the cumulative change order or contract amount exceeds $50,000, City Council approval is required.

CONCLUSION:

Staff recommends that City Council adopt the attached resolution authorizing Contract Change Order No. 1 for additional biological and cultural resource consulting services to Helix Environmental Planning., in an amount not to exceed $7,908.

Reviewed by: Respectfully submitted by:
____________________ ____________________________
Greg Humora Michael Throne, PE
City Manager Director of Public Works
___Michael Kinnard_________
Michael Kinnard, PE
Engineering Project Manager
Attachments:A. Resolution
B. Change Order No. 1

RESOLUTION NO. 2023-
RESOLUTION AUTHORIZING CONTRACT CHANGE ORDER NO. 1
FOR THE COLLIER PARK PHASE 2 IMPROVEMENT PROJECT TO
HELIX ENVIRONMENTAL PLANNING, INC.

WHEREAS, Helix Environmental Planning, Inc., was selected from RFQ 13-22 to provide as-need services to the project for environmental services; WHEREAS, On July 8, 2022, a task order was issued to Helix Environmental Planning Inc., to provide environmental consulting services for the Collier Park Phase 2 Improvement Project;
WHEREAS, During the course of the construction, additional nesting bird surveys and archaeological monitoring are necessary to comply with the environmental and biological requirements of the project; and
WHEREAS, Administrative Instruction F-13 Change Orders states that once the cumulative change order or contract amount exceeds $50,000, City Council approval is required.

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 biological and cultural resources consulting services between the City of La Mesa and Helix Environmental Planning, Inc., in the amount of $7,908 for the Collier Park Phase 2 Improvement 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 25th day of April 2023, 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. 2023- , 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)

HELIX Environmental Planning, Inc.
7578 El Cajon Boulevard
La Mesa, CA 91942
619.462.1515 tel
619.462.0552 fax
www.helixepi.com
March 9, 2023 00986.00007.009
Michael Kinnard
City of La Mesa
8130 Allison Avenue
La Mesa, CA 91942
Subject: Contract Augment to Provide Additional Biological and Cultural Resources Consulting Services for the Collier Park Renovation Project
Dear Mr. Kinnard:

HELIX Environmental Planning, Inc. (HELIX) is submitting this contract augment (Augment) to the City of La Mesa (Client) to provide additional biological and cultural resources consulting services for the Collier Park Renovation project in the City of La Mesa. Under our original contract dated May 6, 2022, HELIX outlined our services, including biological resources monitoring, archaeological monitoring, paleontological monitoring, and task order management (Tasks 1 through 4). The following scope of services would provide contract authorization for additional work conducted under Task 1.2, As-Needed Additional Nesting Bird Surveys, and Task 2, Archaeological Monitoring.

SCOPE OF SERVICES
Task 1.2: As-Needed Additional Nesting Bird Surveys
HELIX has already conducted two additional nesting bird survey visits under this task, which included up to three site visits. HELIX anticipates a need for up to two more nesting bird survey visits in addition to the one site visit remaining in the approved scope. These additional tasks will require additional funds under Task 1.2. An additional $1,808 will be necessary. Should survey visits be required beyond the additional two days or should a new active nest be discovered, a contract modification will be necessary.

Task 2: Archaeological Monitoring
HELIX has been conducting cultural resources monitoring for the project based upon mitigation measure MM-CUL-3 of the project MMRP and EA. A total of 20 days of monitoring by a qualified archaeological and Native American monitor were assumed. It was also assumed that no cultural resources would be recovered during construction monitoring. To date, 18 days of cultural resources monitoring has been conducted and up to two additional days are assumed based on the remaining work to be completed that would require monitoring.

Letter to Mr. Michael Kinnard Page 2 of 4
March 9, 2023
To date, eight historic artifacts have been recovered during construction monitoring and there is a high likelihood that additional resources will be uncovered during future monitoring. The Task Order Proposal assumed no cultural resources would be identified during construction monitoring and, therefore, a negative monitoring report was expected. Now that cultural resources have been identified, they require additional time to process, catalog, and record, and a positive monitoring report will need to be compiled. These additional tasks will require additional funds under Task 2, Archaeological Monitoring. An additional $6,100 will be necessary. Should monitoring be required beyond the additional two days or should a significant cultural resource be discovered, a contract modification will be necessary.

ASSUMPTIONS AND ADDITIONAL LIMITATIONS ON SCOPE OF SERVICES Costs associated with meetings, focused species surveys, permit preparation and processing, California Environmental Quality Act processing, and/or technical studies and reports (“additional work”) are not included within the scope of services required of HELIX under this Augment.

SCHEDULE
HELIX will continue to work with the Client in a timely and professional manner in accordance with the Terms and Conditions attached and incorporated herein by reference as Exhibit A. These Terms and Conditions are a material part of this Augment.

COST ESTIMATE AND PAYMENT PROCEDURES
HELIX submits this cost estimate not to exceed $7,908 (a breakdown of which is provided below), which brings our currently authorized amount from $49,513 to $57,421. All work shall continue to be invoiced on a time and materials basis pursuant to Exhibit B, Schedule of Fees. Payment terms are net 30 days pursuant to the Terms and Conditions referenced herein.

Task
Number Task Name
Previous
Cost
Augment
Cost

1.1 Nesting Bird Survey $1,465

1.2 As-Needed Additional Nesting Bird Surveys 2,712 1,808

1.3 As-Needed Biological Resources Support 1,515
2 Archaeological Monitoring $29,154 6,100
3 Paleontological Monitoring 12,922
4 Task Order Management 1,745
Total $49,513 $7,908
New Contract Total $57,421

Letter to Mr. Michael Kinnard Page 3 of 4
March 9, 2023

EXECUTION OF AGREEMENT
This quote is good for 30 days from the date of this letter. This Augment will become a contract upon HELIX’s receipt of this original, including any Exhibits, signed by an authorized representative of Client.

We look forward to continuing our work with you on this project. If you have any questions concerning this Augment, please call Nicole Falvey or me at (619) 462-1515.

Sincerely,
Mary Robbins-Wade
Cultural Resources Group Manager
Enclosures: Exhibit A, Terms and Conditions
Exhibit B, Schedule of Fees

Letter to Mr. Michael Kinnard Page 4 of 4
March 9, 2023
I hereby authorize HELIX to continue work in accordance with this Augment and the attached Terms and Conditions and Schedule of Fees.

CITY OF LA MESA
A ____ corporation, OR a ____ limited liability company, OR a ____ general partnership or limited partnership (select one).

Signed by: Printed:

Title: Date:

To expedite Augment processing, please provide the following information for this contract:

Project Manager Accounts Payable
Name: Name:

Address:
(if different
from p.1)
Address:
(if different
from p.1)
Phone: Phone:

Email: Fax:

Email:

Collier Park Renovation Project
Please mail, email, or fax all pages to “ATTN: Kanika McDougall, Controller” at the address or number below. If using your own contract format, please attach and return it with this Agreement.

Address: HELIX Environmental Planning, Inc.
7578 El Cajon Boulevard
La Mesa, CA 91942
Email: [email protected]
Fax: 619.462.0552

The following Terms and Conditions are made a part of the letter agreement/proposal (Agreement) between HELIX and Client and supersede any conflicting Terms and Conditions proposed by Client, unless HELIX agrees to such Terms and Conditions in writing.

ARTICLE 1. SCOPE OF WORK AND STANDARD OF PERFORMANCE
HELIX will perform the work outlined in the Agreement and any services approved by Client under Article 3 (the Services). HELIX will strive to perform the Services in a manner consistent with that level of care and skill ordinarily exercised by reputable members of HELIX’s profession practicing at the time under similar conditions in the geographic area of Client’s project. HELIX makes no other representation, expressed or implied, nor no other warranty or guarantee under this Agreement or in any report, opinion or document provided hereunder.

ARTICLE 2. COMPENSATION
Client agrees to pay HELIX compensation for the Services in accordance with the rates set forth in Exhibit B. HELIX shall invoice Client monthly or as otherwise agreed. Client agrees to pay HELIX within thirty (30) days of the date of invoice. If payment is not paid when due, then such sum shall bear interest at 1½ percent per month on the unpaid balance, not to exceed the maximum legal rate of interest.

ARTICLE 3. CHANGES AND ADDITIONAL WORK
Client may request or HELIX may recommend or request, verbally or in writing, a change in the scope in excess of or in addition to the Services (“additional work”). As soon as practical after such request or recommendation, HELIX shall forward to Client a proposal of the costs for such additional work and any adjustment to the payment schedule and time for performance. Client shall approve or disapprove the proposal, in writing. If approved, HELIX shall perform the extra work in accordance with the Terms and Conditions herein.

Notwithstanding the foregoing, however, if Client verbally approves the extra work and HELIX has performed the same, then Client agrees to pay HELIX the amount and pursuant to the payment schedule as set forth in its proposal.

ARTICLE 4. LIMITATION OF LIABILITY
Recognizing the relative risks and benefits of the project for which the Services are being performed, Client agrees to limit the liability of HELIX, its directors, officers, employees, agents and subcontractors for any and all injuries, claims, losses, expenses or damages (including incidental or consequential damages) arising out of or in any way related to the Services or the project hereunder, to the lesser of (a) fifty thousand dollars ($50,000) or (b) the total compensation for the Services hereunder. Such liability includes HELIX’s negligence, errors or omissions, strict liability and breach of contract or warranty. Any claim against HELIX hereunder shall be brought within one (1) year of the completion of the Services herein.

ARTICLE 5. TERMINATION
Either party may terminate this Agreement, either in whole or in part, without cause, by giving the other party thirty (30) days written notice. In such event, Client will pay HELIX for all work performed by it prior to the notice of termination.

In the event of a default, the non-defaulting party shall give the defaulting party ten (10) days’ written notice of default. “Default” includes Client’s failure to pay HELIX sums due, including additional work pursuant to Article 3. The defaulting party’s failure to cure the breach within said ten- (10-) day period shall constitute a material breach of this Agreement and termination of the Agreement.

ARTICLE 6. SUSPENSION OF WORK
Client may suspend the Services, in whole or in part, by giving HELIX reasonable, written notice specifying the work to be suspended.

Upon receipt of notice, HELIX shall suspend the work requested and Client shall pay for all Services through the date of suspension and any costs incurred by HELIX in suspending the work.

Thereafter, Client may notify HELIX of its intent to recommence the suspended Services. HELIX will promptly provide Client with any adjusted costs and schedule and, upon Client approval, HELIX shall recommence the Services previously suspended.

ARTICLE 7. PROPRIETARY INFORMATION
HELIX agrees not to disclose to any third person, nor use for the benefit of anyone other than Client, any data, records, financial information or other confidential or proprietary information, marked as such in writing, arising out of or related to the performance of the Services (Proprietary Information). Client similarly agrees not to disclose to any third person, nor use for the benefit of anyone, Proprietary Information of HELIX.

ARTICLE 8. COMPLIANCE WITH LAWS
HELIX shall comply with and observe applicable federal, state and local laws, ordinances, rules, and regulations having jurisdiction over HELIX or the performance of the Services in effect during the term of this Agreement.

ARTICLE 9. FORCE MAJEURE
Client will grant extensions of time and increase the compensation to HELIX to the extent that HELIX’s performance hereof is delayed due to an uncontrollable force. The term “uncontrollable force” shall mean any cause beyond the control of HELIX making it impracticable or unable to perform such obligation, including but not limited to natural catastrophes, restraint by court order or public authority and action or nonaction by, or inability to obtain the necessary authorizations or approvals from, any governmental agency or authority which, by exercise of due diligence, HELIX (a) could not reasonably have been expected to obtain or (b) has been unable to overcome. HELIX will notify Client immediately of any such delay or anticipated delay, and Client will extend the date of performance for a period equal to the time lost by reason of the delay and will make an equitable adjustment to the compensation in Article 2.

EXHIBIT A

TERMS AND CONDITIONS

ARTICLE 10. INSURANCE
HELIX maintains the following insurance: (a) Workers’ Compensation insurance – statutory limits; (b) Comprehensive Automobile Insurance – combined bodily injury and property damage limit of one million dollars ($1,000,000) each occurrence; (c) Comprehensive General Liability Insurance – combined bodily/personal injury and property damage limit of one million dollars ($1,000,000); (d) Professional Liability & Contractors Pollution Legal Liability – limit of one million dollars ($1,000,000) each occurrence; (e) Excess Umbrella Liability – limit of two million dollars ($2,000,000) each occurrence. Upon Client’s request, HELIX will furnish evidence that such insurances are in effect. If additional coverage or increased limits of liability is desired, Client may make such request prior to the start of work. HELIX will attempt to obtain the requested coverage or limits, and Client agrees to pay for any additional costs of insurance within ten (10) days of the date of invoice.

ARTICLE 11. AVAILABILITY OF LAND, DATA AND DIFFERING SITE CONDITIONS (for contracts involving field or construction services)
Client shall furnish the site or obtain access to any site not owned by Client. Client shall notify HELIX of any encumbrances or restrictions specifically related to use of the site with which HELIX must comply in performing the Services. Client will obtain in a timely manner and pay for any fees or charges associated with site access or the encumbrances. Client shall furnish HELIX with a current legal description of the lands upon which the Services are to be performed and Client’s interest therein as necessary for giving notice of or filing a mechanic’s lien against such lands.

HELIX may rely upon the accuracy of the data contained in Reports and Drawings furnished to it by Client or Client’s engineer.

Reports and Drawings are defined as (a) reports of explorations and tests of subsurface conditions at or contiguous to the site that have been used by the engineer in documents provided to HELIX; and (b) drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (including underground facilities) that Client or Client’s engineer has used in preparing documents provided to HELIX.

If HELIX believes that any subsurface or physical conditions at or contiguous to the site that are uncovered or revealed either (a) is of such a nature as to establish that data on which HELIX is entitled to rely as provided above is materially inaccurate; or (b) is of such a nature as to require a change in the contract; or (c) differs materially from that shown or indicated in documents provided to HELIX by Client or others; or (d) is of an unusual nature and differs materially from conditions ordinarily encountered in work of the character provided for in this contract, then HELIX shall promptly, after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any work in connection therewith (except in the event of an emergency), notify Client or its engineer in writing about such conditions. Thereafter, Client or Client’s engineer will investigate the conditions. If the existence of the differing site conditions causes an increase in HELIX’s cost of or time required for performance of the work, HELIX will receive an equitable adjustment to the contract price and schedule.

HELIX will not be responsible for any hazardous environmental conditions uncovered or revealed at the site. If such conditions are encountered, HELIX shall immediately stop all work and notify Client or Client’s engineer. HELIX shall not be required to resume work in connection with such conditions until Client has obtained any required permits and advised HELIX in writing of such conditions and any affected area is or has been rendered safe for the resumption of work; or has specified any special conditions under which such work may be resumed safely; and HELIX shall receive an adjustment to the contract schedule and price accordingly.

ARTICLE 12. GOVERNING LAW AND ARBITRATION
This Agreement shall be governed by, and construed in accordance with, the laws of the State of California. Any controversy or claim arising out of or relating to this Agreement shall be settled by binding arbitration administered by and pursuant to the Commercial Rules of the American Arbitration Association then in effect. Any such proceedings shall take place in San Diego, California. In any action or proceeding hereunder, the prevailing party shall be entitled to recover attorneys’ fees, filing fees, expert witness fees and other costs of arbitration or suit.

ARTICLE 13. NOTICES
Any notice from one party to another shall be in writing and delivered personally, by facsimile or by United States mail, registered or certified, return receipt requested, postage fully pre-paid, to the addresses as set forth in the Agreement to the attention of the signatory of this Agreement.

Any notice shall be deemed delivered upon personal service or, if mailed, on the delivery date or attempted delivery date shown on the return receipt. If any party changes its address, such party shall notify the other party as provided in this article.

ARTICLE 14. MISCELLANEOUS

14.1 Successors and Assigns: This Agreement is binding upon and shall inure to the benefit of the parties and their respective successors-in- interest, assigns and transferees. Neither party can assign this Agreement without the prior written consent of the other party.

14.2 Counterparts: This Agreement may be signed in two or more counterparts, each of which shall constitute an original, but all of which shall be one in the same document.

With the Agreement, these Terms and Conditions and any attached Exhibits constitute the complete and entire contract between the parties and supersedes any previous communications, representations or agreement, whether oral or written, with respect to the subject matter hereof.

EXHIBIT B

SCHEDULE OF FEES

CONSULTING SERVICES
Consulting services performed by HELIX typically include, but are not necessarily limited to, office, field, meetings, hearings, and travel time.

Consulting services for expert witness review, deposition, and/or testimony will be provided at one and one-half times our standard rates.

Overtime also may be charged at one and one-half times our standard rates.

DIRECT COSTS
Certain identifiable direct costs will be charged to the project at cost plus ten percent. Examples of direct costs include subconsultants, vehicle or equipment rentals, airplane and train fares, parking, per diem and lodging, mileage (at IRS rates), communications, reproduction, and supplies. A 4-wheel drive premium will be charged at $25 per project day. There will be additional charges for use of noise monitors, GPS, and other field equipment, as well as for plotting, color printing, and aerial photographs.

Payment
Invoices will be submitted monthly. Payment on invoices is due within thirty days of receipt.

PROFESSIONAL RATES
Current hourly rates for consulting services:

Principal $230-300
Principal Acoustician $215-225
Principal Biologist $225-290
Principal Landscape Architect $190-210
Principal Planner $220-290
Principal Regulatory Specialist $225-290
Principal Cultural Resources Specialist $190-210
Safety Manager $210-220
Senior Fisheries Scientist $250-255
Senior Noise/Air Quality Specialist $200-220
Senior Project Manager I-III $165-230
Senior Scientist $155-195
Senior Regulatory Specialist $160-$170
Project Manager I-III $135-175
Assistant Project Manager $120-145
Regulatory Specialist $105-150
Environmental Planner I-III $105-135
Biologist I-V $100-155
Noise/Air Quality Specialist $130-145
Environmental Compliance Specialist $85-125
Senior Archaeologist $125-170
Senior Architectural Historian $165-175
Archaeology Field Director $125-$135
Architectural Historian $120-155
Staff Archaeologist $80-125
Senior Landscape Architect $145-160
Landscape Architect $120-140
Landscape Planner I-III $110-120
Senior GIS Specialist $150-185
GIS Specialist I-III $110-140
Graphics $115-$125
Technical Editor $110-125
Operations Manager $100-140
Word Processor I-III $90-100
Clerical $65-75
Rates are subject to change on a yearly basis

REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: April 25, 2023
SUBJECT: RESOLUTION AUTHORIZING A TASK ORDER TO

DMAX ENGINEERING FOR DRY WEATHER
MUNICIPAL SEPARATE STORM SEWER (MS4)

OUTFALL MONITORING AND PERSISTENT FLOW

PROGRAM
ISSUING DEPARTMENT: PUBLIC WORKS
SUMMARY:

Issues:

Should the City Council approve the attached resolution authorizing a Task Order to DMAX Engineering for Dry Weather MS4 Outfall Monitoring and Persistent Flow Program?
Recommendation:

Staff recommends that the City Council approve the attached resolution authorizing a Task Order to DMAX Engineering for Dry Weather MS4 Outfall Monitoring and Persistent Flow Program.

Fiscal Impact:

Funds totaling $61,176 are available in account 4141-6450. No General Fund monies will be used for the project.

City’s Strategic Goals:

Continue to improve high quality municipal services
BACKGROUND:

The National Pollution Discharge Elimination System (NPDES) permit for storm water discharge requires the City of La Mesa to implement a Dry Weather MS4 Outfall Monitoring and Persistent Flow Sampling Program. The intent of this program is to provide lab and field analysis, flow measurement, observations, and trash assessment at selected storm drain outfalls around the

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 2 of 2
City. The work will also include a written report, data assessment, and analysis to compare to past years data.

Each monitoring year (October 1 through September 30), the City is required to assess at least 80 percent of its major MS4 outfalls twice. The City has 19 major outfalls, for a total of 32 visits.

Also, 5 outfalls which are persistently flowing must be tested twice each for pH, conductivity, temperature, turbidity and dissolved oxygen. This will complete the required monitoring for the period of October 1, 2022 through September 30, 2023.

DISCUSSION:

To conduct the MS4 Outfall Monitoring Program the City of La Mesa has in the past used the services of D-Max Engineering, Inc. This firm is the current on-call consultant for storm water pollution prevention services and is very familiar with La Mesa’s drainage system. D-Max Engineering, Inc. has in the past provided La Mesa with excellent and cost competitive services for field programs and monitoring reports.

The proposed fee for the MS4 Outfall Monitoring Program is a not-to-exceed amount of $61,176. This fee includes an estimated not-to-exceed fee of $4,000 to conduct follow up or source determinations, only if needed. Attached is a copy of the proposal submitted by D-Max Engineering Inc., tailored to La Mesa’s needs, to perform the MS4 Outfall Monitoring Program prior to September 30, 2023.

CONCLUSION:

Staff recommends that the City Council approve the authorizing a Task Order to DMAX Engineering for Dry Weather MS4 Outfall Monitoring and Persistent Flow Program.

Reviewed by: Respectfully submitted by:
____________________ ____________________________
Greg Humora Michael Throne
City Manager Director of Public Works
Attachments: A. Resolution
B. Scope and Fee DMAX Engineering Dated April 3, 2023

RESOLUTION NO. 2023-

RESOLUTION AUTHORIZING A TASK ORDER TO DMAX ENGINEERING FOR DRY WEATHER MUNICIPAL SEPARATE STORM SEWER (MS4) OUTFALL

MONITORING AND PERSISTENT FLOW PROGRAM
WHEREAS, one of the City of La Mesa’s strategic goals is to continue to improve high quality municipal services;
WHEREAS, the City is required by the San Diego Regional Water Quality Control Board to annually implement a Dry Weather Municipal Separate Storm Sewer System (MS4) Outfall Monitoring and Persistent Flow Program;
WHEREAS, the intent of this program is to provide lab and field analysis, observations, and trash assessment at selected storm drain outfalls around the City; and WHEREAS, in 2018, DMAX Engineering was selected to provide professional engineering services in the area of storm water pollution prevention.

NOW THEREFORE, BE IT AND IT IS HEREBY RESOLVED that the Mayor is authorized and instructed to execute for and on behalf of the City a Task Order between the City of La Mesa and DMAX Engineering, for a fee not to exceed $61,176, for Dry Weather MS4 Outfall Monitoring and Persistent Flow Program.

PASSED AND ADOPTED at a regular meeting of the City Council of the City of La Mesa, California, held the 25th day of April 2023, by the following vote, to wit:

AYES:

NOES:

ABSENT:

CERTIFICATE OF THE 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. 2023-___, 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)

D-MAX Engineering, Inc.

Consultants in Water & Environmental Sciences
5440 Morehouse Drive  Suite 4500  San Diego, CA 92121  (858) 352-6816  Fax (858) 352-6817 April 3, 2023
Mr. Joe Kuhn
Stormwater Program Manager
City of La Mesa
8130 Allison Avenue
La Mesa, CA 91944-0937
Re: Proposal for Dry Weather MS4 Outfall Monitoring for the 2022-2023 Monitoring Year
Dear Mr. Kuhn:

D-MAX Engineering, Inc. is pleased to submit this proposal to assist the City of La Mesa (City) storm water program with monitoring tasks required by San Diego Regional Water Quality Control Board Order No. R9-2013-0001 as amended by Order Nos. R9-2015-0001 and R9- 2015-0100 (Municipal Permit) for the 2021-2022 monitoring year.

Scope of Services
The scope of services for major tasks to be completed are described below.

I. Dry Weather Major MS4 Outfall Discharge Monitoring and Reporting The Municipal Permit requires the City to perform Dry Weather Major MS4 Outfall Discharge Monitoring each monitoring year (October 1 through September 30). The City is required to visit at least 80 percent of its major MS4 outfalls within each Watershed Management Area (WMA) twice per monitoring year. The City has 21 major MS4 outfalls (19 within the San Diego River WMA and 3 within the San Diego Bay WMA), which equates to a total of 38 required site visits (32 in San Diego River and 6 in San Diego Bay).

The field work will include performing flow measurement, collecting visual observations, conducting trash assessments, and performing discharge source investigations. In cases where outfalls are inaccessible, upstream proxy sites are used a replacements. Data will be recorded such that relevant parameters can be reported in the regional standard format for delivery to the watershed groups.

A summary report of the completed monitoring will be provided to the City upon completion of the monitoring program, which will include an updated inventory of monitoring sites, results in tabular form, and recommendations based on monitoring results. The summary report will also include a map of monitoring locations and monitoring site photos as attachments. A spreadsheet of relevant data in regional data sharing format will be provided along with the report.

II. Non-Storm Water Persistent Flow Sampling
In accordance with Section D.2.b. of the Municipal Permit, the City is required to perform nonstorm water persistent flow MS4 outfall discharge monitoring. In each WMA, the “highest priority” persistently flowing (HPPF) outfalls are selected for lab sampling. Based on results from last year’s monitoring program, the numbers of highest priority outfalls in each watershed are as follows:
 San Diego River (Alvarado): 5

Mr. Joe Kuhn
April 3, 2023

5440 Morehouse Dive  Suite 4500  San Diego, CA 92121  (858) 352-6816  Fax (858)352-6817  San Diego Bay (University): 2
Note that although the San Diego Bay WMA has two persistently flowing sites, in recent years the flow rate at one of the sites has been too small to sample and costs have only scoped to sample one site. However, since the 2022-2023 monitoring year has been very wet, there is a higher likelihood of having to sample both sites and therefore costs have been allocated accordingly.

As required by the Municipal Permit, we will visit each of the highest priority persistently flowing outfalls to collect samples twice during the monitoring year. When measurable flowing water is observed,
 Field tests will be completed for pH, temperature, conductivity, turbidity, and dissolved oxygen using calibrated field meters.
 Grab samples will also be collected and submitted to certified laboratories for the constituents identified in the Storm Drain Outfall Monitoring Plan of the San Diego River WMA WQIP and in the MS4 Outfall Monitoring Program Monitoring Plan of the San Diego Bay WMA WQIP, depending on which WMA the outfall is located in. o Pyrethroids were recently added to the San Diego River WMA WQIP Monitoring Plan. The first round of pyrethroid sampling at the City’s HPPF outfalls occurred at the start of the 2022-2023 monitoring year so this scope only includes budget for one round of pyrethroid sampling in the San Diego River WMA.

All sampling and analyses will be conducted in accordance with 40 Code of Federal Regulations (CFR) Part 136. Lab reports will be delivered from our lab in CEDEN compatible format, as requested by the WQIP groups.

As directed by the San Diego River WMA and the San Diego Bay WMA monitoring plans, a field duplicate and a field blank will be submitted for the monitoring program. For cost effectiveness, these will be completed as follows:
 1 duplicate for San Diego Bay
 1 duplicate for San Diego River, but it will only include the tests that were not already run as part of the San Diego Bay duplicate
 1 blank covering all analytes that are required in either of the two watersheds In addition, as required by the WQIPs, we will also collect one sample for total hardness from the receiving water upstream of the point where any flow from the outfall converges with the receiving water. During each round of sampling a maximum of seven receiving water samples will be collected, one for each site.

The monitoring summary report will summarize the results of the analyses, including a comparison of results to the applicable NALs as provided in the Municipal Permit. We will also discuss potential sources of NAL exceedances and recommendations for further investigation if applicable.

III. Discharge Source Investigations
Source investigations will be required in order to determine a source of any non-storm water discharges observed at each major outfall. Investigations will be conducted in accordance with the County of San Diego Follow Up Investigation Procedures and will focus on identifying sources of flow, particularly in cases where observations (color, clarity, odor, floatables, etc.) indicate a high possibility of an illegal discharge occurring. Any illegal discharges identified will

Mr. Joe Kuhn
April 3, 2023

5440 Morehouse Dive  Suite 4500  San Diego, CA 92121  (858) 352-6816  Fax (858)352-6817 be directly reported to the City via shared tracking spreadsheet, and investigation results will be summarized and included in the monitoring report.

IV. As-Needed Services
We are also available to conduct additional services to help the City comply with storm water regulations on an as-needed basis. As-needed services may also include, but are not limited to, additional discharge source investigations, conducting inspections at facilities or areas identified as potential sources of NAL exceedances, additional monitoring, data analysis, reporting, responding to regulatory requests or orders, and literature review.

Cost Estimate
Our proposed costs to complete the scope of services described above are as follows:

Service Cost

1. Dry Weather MS4 Outfall Monitoring and Reporting $14,476

2. Non-Storm Water Persistent Flow Sampling (time and
materials, not to exceed) $39,700

3. Discharge Source Investigations (time and materials, not to exceed) $4,000

4. As-needed Tasks (time and materials, not to exceed) $3,000 Total $61,176
Costs for Task 1 are based on lump sum service, and the costs for Tasks 2 through 4 are based on time and materials. Time and materials services will be completed in accordance with our attached fee schedule.

Please feel free to contact us if you have any questions or would like to discuss this proposal in more detail. We look forward to working with you on this project.

Sincerely,
D-MAX Engineering, Inc.

John Quenzer, MS, QSD, CPSWQ
Vice President

Mr. Joe Kuhn
April 3, 2023

5440 Morehouse Dive  Suite 4500  San Diego, CA 92121  (858) 352-6816  Fax (858)352- 6817

SCHEDULE OF FEES
January 1, 2023
LABOR
Classification Hourly Rate
Word Processor/Admin 78
Drafter//Technical Illustrator 100
Technician 85
Senior Technician 99
Staff Scientist I 109
Staff Scientist II 122
Assistant Project Scientist 141
Project Scientist 159
Senior Scientist 180
Principal Scientist 208
Staff Engineer I 122
Staff Engineer II 133
Assistant Project Engineer 153
Project Engineer 172
Senior Engineer 195
Principal Engineer 220
Field and hourly services will be
charged portal to portal from our office,
with a two-hour minimum.

Appearance as expert witnesses at
court trials, mediation, arbitration
hearings and depositions will be
charged at $250/hour. Time spent
preparing for such appearances will be
charged at the above standard hourly
rates.

OTHER CHARGES
Subcontracted services, such as sub
consultants, outside testing, drilling, and
surveyors, will be charged at cost plus
15%. Other project-specific costs, such
as rentals, expendable or special
supplies, special project insurance,
permits and licenses, shipping,
subsistence, tolls and parking, outside
copying/printing, etc., will be charged at
cost plus 15%. Mileage will be charged
at the current IRS rate. Meals, lodging,
and travel expenses, when preapproved by the City, will be charged at cost or at standard per diem rates, as
applicable.

Client will be responsible for any
applicable taxes in addition to the fees
due for Services.

REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: April 25, 2023
SUBJECT: RATIFICATION OF DESIGN REVIEW FOR PROJECT
2021-48 (SEA ANEMONE LLC)
DESCRIPTION: A PROPOSED RESIDENTIAL APARTMENT
DEVELOPMENT AT 8875 LA MESA BOULEVARD,
5101-5131 GARFIELD STREET, AND 8940 DAILEY
ROAD, APN 494-840-08-00, 494-840-09-00, 494-840-
25-00, 494-840-26-00, 494-840-27-00, AND 494-850-01-
00 IN THE RB-D-MU (RESIDENTIAL

BUSINESS/URBAN DESIGN OVERLAY/MIXED USE

OVERLAY), C-D-MU (GENERAL COMMERCIAL/

URBAN DESIGN OVERLAY / MIXED USE OVERLAY),
R3-P-MU (MULTIPLE UNIT RESIDENTIAL/ SCENIC

PRESERVATION OVERLAY/URBAN DESIGN
OVERLAY), AND R1-P (URBAN RESIDENTIAL/SCENIC

PRESERVATION OVERLAY) ZONES
ISSUING DEPARTMENT: Community Development
SUMMARY:

Issue:

Does the proposed design meet the intent of the Urban Design Program policies and the Design Guidelines for Properties in the Mixed Use Overlay Zone? Recommendation:

Ratify the Design Review Board’s approval of Project 2021-48 (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.

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 2 of 7
City’s Strategic Goals:
 Revitalize neighborhoods and corridors
 Ensure safe and affordable homes for La Mesa's current and future residents
Environmental Review:

The project is categorically exempt under the California Environmental Quality Act Guidelines Section 15332.

BACKGROUND:

The subject property is comprised of two sites totaling approximately 2.2 acres. The larger, southerly, site has frontage on the south side of La Mesa Boulevard, the east side of Garfield Street, and the south side of Dailey Road, and is developed with a medical office complex that dates to the 1960s. The smaller site, located on the north side of Dailey Road, is paved for use as a parking lot but is otherwise undeveloped.

Both sites are nearly level, with an average slope of less than three percent.

The surrounding area is developed with a variety of commercial and residential uses.

Retail shops and services, a gas station, and apartments are situated along both sides of La Mesa Boulevard to the north. An auto repair business is located across Garfield Street to the west and residential development is located to the south, southwest, and east. Assessor Parcel Map sheets are
provided as Attachment B, and photos of
the project site are provided as
Attachment C. A vicinity map is provided
below.

Existing street improvements include
sidewalk, curb, and gutter along Garfield
Street and La Mesa Boulevard and curb
and gutter along Dailey Road. Eight curb
openings provide vehicular access,
including four on Garfield Street, one on La
Mesa Boulevard, and three on Dailey
Road. Street parking is generally available
where not otherwise precluded by
driveways and intersections. Utilities are
underground on La Mesa Boulevard and
above-ground along Garfield Street and

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 3 of 7
Dailey Road. One decorative streetlight is present on La Mesa Boulevard along with street trees on Garfield Street and Dailey Road. La Mesa Boulevard is improved with landscaped medians.

La Mesa Boulevard, an arterial street, serves as a major east/west transportation corridor within the City. Segments of Garfield Street and Daily Road adjacent to the project site are classified as local streets. Transit service is provided along La Mesa Boulevard by MTS bus route 852, and there is a nearby stop across the street from the project site. The City’s Bicycle Facilities and Alternative Transportation Plan calls for Class 2 bike lanes along La Mesa Boulevard between the Village and Interstate 8, and a portion of those improvements are currently in place.

Zoning is shown on the map below. All but a small R1-zoned area at the south end of the project site is designated Mixed Use (MU) Overlay. The MU Overlay zone encourages pedestrian-friendly residential and mixed-use development such as row housing, loft-type dwellings, and flats arranged either around courtyards or linearly, all situated close to the street. To activate the
streetscape, new development is required
to include pedestrian realm improvements
along collector streets. The Scenic
Preservation (P) Overlay zone applies to
two small portions of the project site. In the
P Overlay zone, natural topography,
vegetation and scenic features must be
retained and incorporated into new
development and landscape improvements
are required.

The Design Review Board reviewed the
submitted project plans (Attachment F) in
consideration of the City’s Urban Design
Program and recommended approval of the
project, with conditions, on January 23,
2023. The Design Review Board
Certification of Action is provided as
Attachment A.

The Site Development Plan was approved by Community Development Director’s Notice of Decision on April 5, 2023, with conditions. Notice of Decision No. 2023-02 is provided as Attachment D. The approval was subject to appeal to the City Council for ten calendar days. No appeals were filed.

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 4 of 7
DISCUSSION:

Project applicant Sea Anemone LLC proposes to demolish the existing medical office complex and construct a residential development comprised of 72 studio, one-, and twobedroom apartment units. A total of eight, three-story buildings are surrounded by drive aisles, pedestrian paths, and landscaped recreation areas. Buildings fronting public right-of-way on the southerly parcel are configured as row homes. A total of 111 parking spaces are proposed, comprised of 90 garaged and 22 surface spaces.

Ten of the units will be deed-restricted affordable to low-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 and reduced parking ratios. One waiver was requested and approved to allow for contiguous instead of non-contiguous sidewalks along Garfield Street and Dailey Road to provide a landscape buffer between sidewalks and residential front porches. The project also utilizes affordable housing parking ratios.

Site grading to create level pads and parking areas involves earthwork estimated at 6,170 cubic yards of cut and 1,620 cubic yards of fill, yielding a net export of 4,550 cubic yards. Retaining walls of up to three feet high are proposed on the northerly site. No retaining walls are planned on the southerly site. Drainage generally flows from west to east into existing curb, gutter, and storm drain inlets.

Curb openings for vehicular access are provided in four locations; one at the south end of the site on Garfield Street and three on Dailey Road. The project reduces the number of curb openings from the existing condition by half. A through driveway located at the rear of the street-fronting row homes extends the entire length of the southerly site, allowing garage entries to be oriented towards the interior of the project. Units along the street have front doors and porches that take access directly from the public sidewalk.

The northerly parcel has a single driveway located to the side of the building.

The landscape concept provides for 90 new trees, including street trees, of which more than 60 are larger, 36-inch box size specimens. Varieties include Marina Strawberry Tree, Palo Verde, Eastern Redbud, Crape Myrtle, Fruitless Olive, Sycamore, Chinese Elm, three varieties of Oak, and various fruit trees. Trees are located to not conflict with vehicular sight-distance. To comply with pedestrian realm requirements and provide for non-contiguous sidewalk along La Mesa Boulevard, street trees along that segment are placed at back-of-curb in pedestrian-friendly tree grates. Yards, perimeters, drive aisles, and open areas are planted with a variety of water-efficient shrubs, succulents, and grasses.

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 5 of 7
Recreational open space includes over 14,000 square feet of landscaped community area, most of which is located at the rear of each site. The southerly parcel has a nearly 8,000-square-foot useable area and includes a barbecue area, seating, walkways, and landscaping. The northerly site has nearly 4,000 square feet of similarly useable space.

Vegetables, fruits, and herbs are planned in kitchen garden planter beds located in three separate areas within the community space.

Other site features include centrally located mailboxes and trash/recycling/organics waste enclosures. Utility pedestal locations are identified on the plans. Trash and recycling enclosures are placed in three locations across the site and their design utilizes materials and colors to match the building architecture. Property line walls are of a similar design. Freestanding and wall-mounted site lighting is down-directed and compatible with the project’s design aesthetic.

With regard to the buildings, the project utilizes three-story, frame construction. The architectural design is bright, airy, modern and asymmetrical, utilizing angled projections and rooflines to create visual interest. Most units have second story balconies. Roofmounted HVAC mechanical equipment is screened behind parapet walls.

Architectural finish materials include precision block, stucco, smooth siding panels, and horizontal siding, all used in substantial quantities. Standing seam metal is used for the roofing. The color palette consists of a field of tan and ivory punctuated by reddish brown and teal accents. The precision block is a medium-tone pueblo color.

The project is consistent with the City’s adopted design guidelines and will make the neighborhood considerably more walkable. Buildings are situated near the sidewalk with

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 6 of 7
active uses oriented to the street as per the Design Guidelines for Properties in the Mixed-Use Overlay Zone. More than 50 percent of the total ground floor building frontage consists of clear un-tinted glass, recessed entries, and residential stoops for visual interest as required by zoning. The number of curb openings are minimized and parking is located to the rear.

The project further supports the neighborhood’s pedestrian orientation through the use of front porches, articulated design, and a rich color and materials palette. A three-story building height is highly compatible with the neighborhood’s one- and two-story development pattern. The project provides a sufficient amount of new landscaping, including new street trees along each frontage, and pedestrian realm improvements along La Mesa Boulevard.

Correspondence from the community expressing concerns about the overall design of the project and neighborhood fit is provided as Attachment E.

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.

Regional Housing Needs Allocation (RHNA)
State law requires each city to plan for existing and future housing needs identified in its Regional Housing Needs Allocation (RHNA). To accommodate La Mesa’s RHNA allocation, the City's General Plan 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 72 new housing units, including ten units in the low-income category.

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 7 of 7
CONCLUSION:

Staff recommends the City Council ratify the Design Review Board’s approval of Project 2021-48.

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

A. Design Review Board Certification of Action for Project 2021-48 B. Assessor Parcel Map Sheets
C. Site photographs
D. Community Development Director Notice of Decision No. 2023-02 E. Correspondence from residents
F. Project plans

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Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Key Plan
1 2
3 8
7 6
5 4

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #1

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #2

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #3

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #4

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #5

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #6

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #7

Existing Conditions Photo Survey
Garfield and Dailey Apartments
8875 La Mesa Blvd., La Mesa, CA 91941
Photo #8

1 Allyson E. Kinnard
From: Barbara Britton <[email protected]>
Sent: Wednesday, April 12, 2023 6:59 AM
To: Planning
Subject: Garfield Apartment Complex
Please, please, please do not continue the destruction of La Mesa as we know it by building another complex that is an eyesore to the community and a nightmare as well.  There will be another surge in traffic while still managing to create a lack of parking. Just look at the abomination that is now at the corners of Baltimore and University/El Cajon.  Soon La Mesa will no longer be “the Jewel of the Hills”.

Our only recourse to these assaults on the community is in the voting booth. We won’t forget.

Thank you,
Barbara Britton
Sent from my iPhone

1 Allyson E. Kinnard
From: Patti Klavert <[email protected]>
Sent: Friday, February 3, 2023 6:45 AM
To: Planning
Subject: STOP GARFIELD/LA MESA BLVD PROJECT
When is it going to stop?? The City, the State is turning our once charming city into an ugly monstrosity. There is a proposition that is being ignored in keeping our city “charming” shared by Council Woman Lothian. But as usual was ignored.

The monstrosity on Baltimore has numerous vacancies ‐ too small for affordable families & the price is outrageous. So why more?
But yet the city’s streets are not repaired  ‐ lived here almost 30 years ‐ and to see how the residential streets are cracked, pot holes. When’s this going to be priority. Our taxes not @ work.

Crime  ‐ it’s happening everyday ‐ but when a concerned citizen calls for assistance the officers are only responding to what they choose. When you speak to an officer ‐ they are bitter & brush you off. This comes from comments on the Nextdoor Ap. Our taxes not @ work. This negativity starts from the top.

Priorities please ‐ available housing already exists ‐ owners raising the rent (so much greed) and the new monstrosities‐ it’s NOT AFFORDABLE. Please don’t get me going on food cost, SDG&E etc ‐ but yet California has to send out stimulus cards to help ‐ yes ‐ as the states debt climbs ‐ nation debt in trillions ‐ no Common Sense.

Read your ballots before you Vote for we the people pay for it.

Sent from my iPhone

1 Allyson E. Kinnard
From: Vicki M <[email protected]>
Sent: Friday, February 3, 2023 1:11 PM
To: Planning
Subject: Garfield St/La Mesa Blvd/Dailey Ct proposed project development Garfield St/La Mesa Blvd/Dailey Ct ‐ 72 apartment development is under conditional review. I am confused why I did not get any form of notification for this project as I live across the street from the proposed development. I would have attended the city council meetings voicing my opposition, This massive project does not fit into our residential neighborhood. Garfield is a heavily trafficked street without this additional traffic burden. The local schools and infrastructure does not support this influx of people.

I think the worst part is that those of us who receive care from the doctors, dentists, pharmacy, therapy offices and lab will all be displaced and possibly lose our medical providers. This is displacing thousands of healthcare recipients to build an apartment building that does not fit the area. In addition, these businesses could potentially close and displace workers. I have not seen any impact studies looking at all of the ramifications of this project and am very interested. I live on Garfield at ‐ 5068 Garfield St, La Mesa, CA 91941 and bought that property due to the proximity of my doctor across the street.

Please give me an update on this proposed project. Thank you so much.

Vicki McCalmont

2 ‐‐

Vicki McCalmont

GARFIELD AND DAILEY APARTMENTS Clownfish Partners 8875 La Mesa Blvd. La Mesa CA Design Review Board Final Submittal Set February 1, 2023 A R C H I T E C T S h a n n a g a b r i e l w e l l s 1955 bacon street san diego CA 92107 '619 523 8485
7619 523 8487
© 2015 ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted 2/1/2023 12:47:18 PM February 22, 2023February 22, 2023 ATTACHMENT J Page 225 of 752

NO PARKING NO PARKING

NO PARKING

NO PARKING

NO PARKING
NO PARKING 01 0 5 10 20 site plan 1" = 20'-0" 01 01 PRIVATE OUTDOOR USE AREA (REFER TO SHEET AS102) 02 COMMON OUTDOOR USE AREA (REFER TO SHEET AS102) 03 SHADE STRUCTURE WITH TABLES AND BARBEQUE (REFER TO SHEET AS201) 04A,B COVERED ENCLOSURE FOR TRASH, RECYCLING AND ORGANICS WITH 3-CY BINS PER 01/AS201 04C COVERED ENCLOSURE FOR TRASH, RECYCLING AND ORGANICS WITH 2-CY BINS PER 01/AS201 05A TENANT ASSIGNED TANDEM SURFACE PARKING O5B TENANT ASSIGNED TANDEM COVERED PARKING 05C TENANT ASSIGNED SINGLE CAR GARAGE 06 USPS CLUSTER MAILBOX AND PARCEL BOX (TO BE CONFIRMED WITH USPS) 07 TENANT SURFACE PARKING 08 DEDICATED PARKING SPACE FOR USPS VEHICLE (TO BE CONFIRMED WITH USPS) 09 PROJECT SIGN "8875" IN 18" HIGH ALUMINUM DIGITS 10 DRIVE AISLE AND FIRE LANE 11 CURB CUT 12 PROPERTY LINE 13 PEDESTRIAN REALM 14 5' MINIMUM FRONT SETBACK LINE 15 10' MAXIMUM FRONT SETBACK LINE 16 SETBACK LINE 17 EXISTING CURB, GUTTER AND SIDEWALK 18 NEW CURB, CUTTER AND SIDEWALK PER CIVIL DRAWINGS 19 TYPICAL FRONT PORCH RAISED ABOVE SIDEWALK LEVEL WITH OPEN GUARDRAIL AND STEPS UP FROM SIDEWALK. 20 TYPICAL FRONT PORCH AT SIDEWALK LEVEL WITH MAXIMUM 3'-0" HIGH GARDEN WALL 21 MAXIMUM 6'-0" HIGH PROPERTY LINE WALL 22 MAXIMUM 3'-0" HIGH SITE WALL PER 04/AS201 23 NOT USED 24 NOT USED 25 NOT USED 26 19'-0" MIN. CLEAR UNDER BALCONY OVER FIRE LANE 27 PROPOSED TRANSFORMER LOCATION (TO BE CONFIRMED BY SDG&E) 28 GROUND FLOOR ADAPTABLE UNIT 29 VAN ACCESSIBLE TENANT PARKING SPACE WITH ACCESS AISLE (FOR ADJACENT UNIT) 02 0301 03 03 01 01 01 01 05A 05A 07 04A 04B 02 10 10 10 10 02 02 11 10 07 11 GARFIELD STREET LA MESA BLVD.

DAILEY ROAD s h e e t k e y n o t e s building area and height summary sheet keynotes Bldg. A Bldg. E Bldg. B Bldg. C Bldg. D Bldg. F Bldg. G Bldg. H PARCELS 2, 5, & 6 PARCEL 1 PARCEL 7 FIRST SECOND THIRD GROSS PATIOS/ MAXIMUM FLOOR FLOOR FLOOR FLOOR UNIT GARAGE HABITABLE FOOTPRINT BALCONIES No. OF No. OF BUILDING BUILDING AREA (SF) AREA (SF) AREA (SF) AREA (SF) TYPE AREA (SF) AREA (SF) AREA (SF) AREA (SF UNITS STORIES HEIGHT (FT) A* 3573 3562 3395 10,530 FLATS 2773 7757 3573 1047 10* 3 39.5 B 3573 3443 3396 10,412 FLATS 2773 7679 3573 1023 11 3 39.5 C 3573 3562 3395 10,530 FLATS 2773 7757 3573 1047 10 3 39.5 D 3573 3443 3396 10,412 FLATS 2773 7679 3573 1023 11 3 39.5E 3170 3166 3189 9,525 TOWNHOMES 1723 7789 3170 742 5 3 39.5F 3804 3797 3836 11,437 TOWNHOMES 2156 9265 3804 575 6 3 39.75 G 4438 4430 4475 13,343 TOWNHOMES 2589 10735 4438 622 7 3 40 H 7608 7594 7672 22874** TOWNHOMES 4372 18470 7608 912 12 3 39.67 TOTALS 33,312 32,997 32,754 99,063 21932 77131 33,312 6991 72 * 10 UNITS IN BUILDING A ARE RESERVED FOR AFFORDABLE HOUSING (14% OF TOTAL UNITS) ** BUILDING H HAS LARGEST GROSS FLOOR AREA IN PROJECT 20 20TYP 12 12 12 121713141516 12 18 12 14 21 21 21 22 1221 07 16 16 12'-0" 5'-0"5'-0" 5'-0" SETBACK
15'-0"
SETBACK 10'-0" SETBACK
10'-0"
SETBACK 10'-0" SETBACK
10'-0"
SETBACK 24'-0"
24'-0"
20'-0" 04C
10'-0"
10'-0" 24'-0"
24'-0" 26 26 05 A401 04 A311 03 A311 01 A311 02 A311 03 A401 03 A401 01 A401 site development summary SITE ADDRESSES 8875 LA MESA BLVD. (PARCELS 2,5,6) 5101-5131 GARFIELD STREET (PARCELS 1,2,5,6) 8940 DAILEY COURT (PARCEL 7) ASSESSORS PARCEL NUMBERS 494-840-08-00, 494-840-09-00, 494-840-25-00, 494-840-26-00, 494-840-27-00, 494-850-01-00 GENERAL PLAN USE MIXED USE URBAN AND URBAN RESIDENTIAL AS PER GENERAL PLAN FIGURE LD-7 EXISTING LAND USE MEDICAL OFFICE, RESIDENTIAL AND PARKING LOTS PROPOSED LAND USE PARCELS 1,2,5,6 PARCEL 7 MULTIFAMILY MULTIFAMILY MULTIFAMILY MULTIFAMILY ZONING DESIGNATION PARCEL 1 PARCELS 2, 5 & 6 PARCEL 7 R1-P RB-D-MU R3-P-MU C-D-MU LOT AREA PARCEL 7 PARCELS 1, 2, 5 & 6 GROSS NET GROSS NET 15,884 SF 15,783 SF 81,372 SF 79,012 SF 0.364 AC 0.362 AC 1.868 AC 1.814 AC EASEMENT AREAS (SF) PARCEL 7 PARCELS 1, 2, 5 & 6 101 (HELIX WATER) 2,360 (PUBLIC SEWER, GENERAL UTILITY, TELECOM, ELECTRICAL, ROW STRIP DEDICATION) BUILDING AREA (SF) EXISTING TO BE DEMOLISHED PROPOSED TOTAL 37,879 37,879 99,063 99,063 PARKING REFER TO PARKING SUMMARY ON THIS SHEET REQUIRED (FT) PROPOSED (FT) FRONT SETBACKS AT LA MESA BLVD AND 12+5 OR 10 (FROM CURB) 17 TO 22 (FROM CURB) GARFIELD ST FRONTAGE (PEDESTRIAN REALM) AT DAILEY RD 0 17 TO 22 SIDE SETBACKS PARCEL 1 5 50 PARCEL 2,5,6 10 10 PARCEL 7 0 AND 10 37.58 AND 15 REAR SETBACKS PARCEL 1 10 N/A PARCEL 2,5,6 10 10 PARCEL 7 0 30.67 MAXIMUM BUILDING HEIGHT PER MU ZONE (24.18.040.C.) 46 FEET AFFORDABLE UNITS 10 UNITS ON PARCEL 7 FOR LOW INCOME TENANTS (80% AMI) OTHER USES ON SITE NONE TYPE OF PROPOSED CONSTRUCTION REFER TO BUILDING CODE ANALYSIS ON THIS SHEET NUMBER OF DWELLING UNITS BY ZONE ALLOWABLE PROPOSED PARCEL 7 40 DU/AC. 14 10 PARCELS 2,5,6 40 DU/AC 69 62 PARCEL 1 1 DU/AC 1 0 TOTAL 84 72 EXISTING GROSS COMMERCIAL LEASE AREA 33,371 SF EXISTING GROSS RESIDENTIAL LEASE AREA 3,179 SF (2 DWELLING UNITS TOTAL) TOTAL EXISTING GROSS FLOOR AREA 36,560 SF PROPOSED COVERED TRASH/RECYCLING ENCLOSURES ONE ON PARCEL 7 AND TWO ON PARCEL 1,2,5,6 (432 SF) COMMON AND PRIVATE OPEN SPACE REFER TO OPEN SPACE ANALYSIS ON SHEET AS102 PROPERTY OWNER JAMES (JIM) NICHOLAS SEA ANEMONE 3593 5TH AVE. STE. C SAN DIEGO, CA 92103 619-542-1840 [email protected] ARCHITECT OF RECORD MATTHEW (MATT) WELLS AIA HANNA GABRIEL WELLS 1955 BACON STREET SAN DIEGO, CA 92107 619-523-8485 [email protected] LANDSCAPE ARCHITECT NEIL HADLEY ASLA land LAB 702 WRELTON DRIVE SAN DIEGO, CA 92109 858-483-9817 [email protected] GEOTECHNICAL ENGINEER JOHN CANADY PE NOVA SERVICES 4373 VIEWRIDGE AVE., STE. B SAN DIEGO, CA 92123 858-292-7575 x406 [email protected] project directory GROSS HABITABLE PRIVATE PRIVATE FLOOR FLOOR GARAGE STORAGE UNIT I.D. QNTY TYPE AREA (SF) AREA (SF) AREA (SF) AREA (SF) T-1/T-1R 5 TOWNHOUSE LOFT 1904 1197 212 63 T-2/T-2R 18 2-BR TOWNHOUSE 1907 1122 433 98 T-2 ALT /T-2R ALT 4 2-BR TOWNHOUSE 1907 1359 227 64 T-2 ADPT/T-2R ADPT 3 2-BR TOWNHOUSE 1907 1359 227 64 1-1A 4 ACC. STUDIO 400 348 N/A 28 1-2A-1 1 2-BR ACC. FLAT 800 722 N/A 28 1-2A-2 1 2-BR ACC. FLAT 800 722 N/A 28 2-1-1/2-1-1R 4 STUDIO 432 392 N/A 37 2-1-2/2-1-2R 4 STUDIO 390 354 N/A 30 2-2-1 2 2-BR FLAT 840 775 N/A 30 2-2-2 2 2-BR FLAT 845 781 N/A 30 2-2-3/2-2-3R 4 2-BR FLAT 800 746 N/A 28 2-2-4 2 2-BR FLAT 798 737 N/A 28 2-2-5 2 2-BR FLAT 803 744 N/A 28 3-2-1/3-2-1R 8 2-BR FLAT 800 741 N/A 28 3-2-2/3-2-2R 8 2-BR FLAT 823 763 N/A 28 unit types 02 19TYP 24'-0"
16'-2"
15'-10" 29'-0" 36'-1" 39'-5"
26'-3"
35'-0"
27'-7" 12'-0" 9'-9"
24'-7" 19TYP 20 vicinity map NOT TO SCALE CONTACT PERSON MATTHEW (MATT) WELLS AIA HANNA GABRIEL WELLS 1955 BACON STREET SAN DIEGO, CA 92107 619-523-8485 [email protected] CIVIL ENGINEER OF RECORD DOLVIN BUCHANAN PE 4C ENGINEERING + GEOMATICS 4960 N. HARBOR DRIVE, STE. 200 SAN DIEGO, CA 92106 619-663-8352 [email protected] TRAFFIC ENGINEER STEVEN COOK INTERSECTING METRICS P.O. BOX 1956 LA MESA, CA 91944 619-994-5814 [email protected] HISTORIC RESOURCES BRIAN SMITH BRIAN F. SMITH & ASSOC., INC. 14010 POWAY ROAD, STE. A POWAY, CA 92064 858-484-0915 [email protected] JACKSON DR.

GARFIELD ST.

DAILEY RD.

INTERSTATE 8
SR-125
MURRAY DR. HAYES ST. JEFFERSON AVE.

GROSSMONT BLVD.

WILSON ST. LA MESA BLVD. GROSSMONT CENTER
GROSSMONT CTR. DR. project site
15'-0" 30'-8"
37'-7" 35'-8"
25'-0"
℄ TO ⅊
50'-0" ℄ TO ⅊
20'-0"
℄ TO
⅊
20'-1"
℄ TO ⅊ 02 A401 27 27 27 06 06 scope of work THIS IS A DENSITY BONUS PROJECT UNDER GOV 654915 AND IS ELIGIBLE FOR AND UTILIZES REDUCED PARKING RATIOS. A LOT CONSOLIDATION MAPPING PROCESS IS REQUIRED FOR THIS PROJECT. PROJECT DESCRIPTION: DEMOLISH EXISTING ONE AND TWO STORY WOOD FRAMED BUILDINGS AND CLEAR SITE IN PREPARATION FOR REDEVELOPMENT. GRADE DAILEY AND GARFIELD SITES FOR NEW DEVELOPMENT. INSTALL NEW UNDERGROUND SITE UTILITIES. CONSTRUCT EIGHT NEW 3-STORY RESIDENTIAL APARTMENT BUILDINGS (1 BUILDING ON DAILEY SITE WITH 7 ON GARFIELD SITE). CONSTRUCT SITE IMPROVEMENTS CONSISTING OF STORM WATER MANAGEMENT, PERVIOUS AND IMPERVIOUS PAVING, IRRIGATION, PLANTING AND VARIOUS TENANT PRIVATE AND COMMON OPEN SPACE AMENITIES. CONSTRUCT RIGHT-OF-WAY IMPROVEMENTS AS REQUIRED. THIS PROJECT PROPOSES TO BUILD 72 RENTAL UNITS WITH 10 UNITS RESERVED FOR LOW INCOME HOUSING ON THE DAILEY SITE. UNIT TYPES CONSIST OF TOWNHOUSES AT DAILEY, LA MESA BLVD. AND GARFIELD FRONTAGES WITH STACKED FLATS ON DAILEY SITE AND INTERNAL PORTION OF GARFIELD SITE. 22 1 2
3 4
1 2 3
5 6
7 8
910 06 08 08 06 21'-11"
24'-9"
22'-0" 16
17'-4"
12'-0"
5'-0"5'-0" 13 17 09 12
10'-0"
11'-2"
8'-0"
9'-11"
6'-3"
10'-0" 12 12 12 12 12 15 parking summary PARKING PROVIDED No. OF PARKING COVERED BUILDING UNITS 2BR 1BR REQUIRED ACCESSIBLE COVERED UNCOVERED TOTAL A* 10* 8 2 (1.5 x 8) + (1 x 2) = 14 2 8 3 13 B 11 7 4 (1.5 x 7) + (1 x 4) = 14.5 1 10 2 13 C 10 8 2 (1.5 x 8) + (1 x 2) = 14 2 8 4 14
D 11 7 4 (1.5 x 7) + (1 x 4) = 14.5 1 10 2 13E 5 5 0 (1.5 x 5) = 7.5 0 6 0 6F 6 6 0 (1.5 x 6) = 9 0 10 0 10 G 7 7 0 (1.5 x 7) = 10.5 0 12 0 12 H 12 12 0 (1.5 x 12) = 18 0 20 0 20 UNASSIGNED N/A N/A N/A N/A 0 0 9 9 USPS N/A N/A N/A 3 0 0 3 3 TOTALS 72 60 12 105 6 84 23 113 *AFFORDABLE HOUSING 04 A401 06 A401 09 A401 05B 05B 05B 05B 28 28 28 28 29 29 29 29 29 29 28 28 05B 05B 05B 05B 05B 05B 05B 05B 05B 05B 05B 05B 05B 05B 05B 05B 05C 05C 05C 05C 05C 05C 05C 05C 05C 07 A401 08 A401 20 20 20 19TYP 20 19TYP deferred approvals 1. FIRE SPRINKLER SYSTEM (IN ACCORDANCE WITH 2019 CFC AND NFPA 13) 2. FIRE ALARM SYSTEM (IN ACCORDANCE WITH 2019 CFC AND NFPA 72/101) 3. EMERGENCY RESPONDER RADIO SYSTEM (IN ACCORDANCE WITH 2019 CFC AND NFPA 1221) 4. UNDERGROUND FIRE SERVICE building code analysis APPLICABLE CODES: 2019 CBC, 2019 CMC, 2019 CPC, 2019 CEC, 2019 CFC, 2019 CEC TITLE, CALGREEN, NFPA PROPOSED CBC OCCUPANCY TYPE PER 310.3: R-2 OCCUPANT LOAD FACTOR PER TABLE 1004.5: 1 PER 200 SF PROPOSED CBC CONSTRUCTION TYPE PER 602.5: TYPE V-A (SPRINKLERED PER NFPA 13) MAXIMUM ALLOWABLE BUILDING HEIGHT PER TABLE 504.2: 60 FEET (ALL PROPOSED BUILDINGS ARE 40 FEET TALL OR LESS) MAXIMUM NUMBER OF STORIES ABOVE GRADE PLANE PER TABLE 504.4: 3 (ALL PROPOSED BUILDINGS ARE 3-STORIES) MAXIMUM ALLOWABLE BUILDING AREA PER TABLE 506.2 (SM): 36,000 SF>22,874 SF (AREA OF LARGEST BUILDING H/J) 16'-5"
10'-4" 06 08 28 28 28 05C 05C 05C 05B 05B 05B 05B
4 © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '
7 þ A R C H I T E C T S hanna gabriel wells
8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 architectural site plan AS101 February 22, 2023 Page 226 of 752

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NO PARKING
NO PARKING s h e e t k e y n o t e s 01 0 5 10 20 open space plan 1" = 20'-0" SITE COMMON OPEN SPACE (SF) PRIVATE OPEN SPACE* (SF) SUBTOTAL (SF) PARCEL 7 4,945 + 1,047 = 5,992 PARCELS 1,2,5,6 9,666 + 5,944 = 15,610 TOTALS 14,611 + 6,991 = 21,602 *REFER TO PRIVATE OPEN SPACE CALCULATIONS ON THIS SHEET PER LMMC 24.18.040 OPEN SPACE DEVELOPMENT STANDARDS IN THE MU =ONE FOR MULTIFAMILY DEVELOPMENTS, 300 SF MINIMUM AREA PER UNIT: 72 x 300 = 21,600 SF REQUIRED PER TABLE ABOVE 21,602 > 21,600 TO MEET 50% MAXIMUM PRIVATE OPEN SPACE REQUIREMENT 0.50 x 21,602 = 10,801 > 6,991 25% VEGETATION REQUIREMENT AREA REQUIRED (SF) AREA PROPOSED (SF) PARCEL 7 4,945 x 0.25 = 1,236 < 2,106 PARCELS 1,2,5,6 9,666 x 0.25 = 2,417 < 5,613 open space calculations FOR UNIT NUMBER LOCATIONS REFER TO FLOOR PLANS ON SHEETS A101, A102, A103, A104 PARCEL 7 PORCH BALCONY TOTAL UNIT No. UNIT TYPE DIMENSIONS (FT) DIMENSIONS (FT) AREA (SF) A101 1-BR FLAT 9.33 x 18.67 N/A 174 A102 1-BR FLAT 9.33 x 18.67 N/A 174 A201 2-BR FLAT N/A 6 x 14 84 A202 2-BR FLAT N/A 6 x 17 102 A203 2-BR FLAT N/A 6 x 17 102 A204 2-BR FLAT N/A 6 x 14 84 A301 2-BR FLAT N/A 6 x 13 78 A302 2-BR FLAT N/A 6 x 14.5 87 A303 2-BR FLAT N/A 6 x 14.5 87 A304 2-BR FLAT N/A 6 x 13 78 SUBTOTAL 1,047 PARCELS 1,2,5,6 PORCH BALCONY TOTAL UNIT No. UNIT TYPE DIMENSIONS (FT) DIMENSIONS (FT) AREA (SF) B101 2-BR FLAT 10 x 20.33 N/A 203 B201 1-BR FLAT N/A 6 x 13.67 82 B202 1-BR FLAT N/A 6 x 13.67 82 B203 2-BR FLAT N/A 6.5 x 12.33 80 B204 2-BR FLAT N/A 6.5 x 12.33 80 B205 1-BR FLAT N/A 6 x 13.67 82 B206 1-BR FLAT N/A 6 x 13.67 82 B301 2-BR FLAT N/A 6 x 13 78 B302 2-BR FLAT N/A 6.5 x 13.5 88 B303 2-BR FLAT N/A 6.5 x 13.5 88 B304 2-BR FLAT N/A 6 x 13 78 SUBTOTAL 1,023 C101 1-BR FLAT 9.33 x 18.67 N/A 174 C102 1-BR FLAT 9.33 x 18.67 N/A 174 C201 2-BR FLAT N/A 6 x 14 84 C202 2-BR FLAT N/A 6 x 17 102 C203 2-BR FLAT N/A 6 x 17 102 C204 2-BR FLAT N/A 6 x 14 84 C301 2-BR FLAT N/A 6 x 13 78 C302 2-BR FLAT N/A 6 x 14.5 87 C303 2-BR FLAT N/A 6 x 14.5 87 C304 2-BR FLAT N/A 6 x 13 78 SUBTOTAL 1,047 D101 2-BR FLAT 10 x 20.33 N/A 203 D201 1-BR FLAT N/A 6 x 13.67 82 D202 1-BR FLAT N/A 6 x 13.67 82 D203 2-BR FLAT N/A 6.5 x 12.33 80 D204 2-BR FLAT N/A 6.5 x 12.33 80 D205 1-BR FLAT N/A 6 x 13.67 82 D206 1-BR FLAT N/A 6 x 13.67 82 D301 2-BR FLAT N/A 6 x 13 78 D302 2-BR FLAT N/A 6.5 x 13.5 88 D303 2-BR FLAT N/A 6.5 x 13.5 88 D304 2-BR FLAT N/A 6 x 13 78 SUBTOTAL 1,023 E101 TOWNHOUSE 6 x 12.67 6 x 15.17 167 E102 TOWNHOUSE 6 x 10.33 7 x 10.87 138 E103 TOWNHOUSE 6 x 10.33 7 x 10.87 138 E104 TOWNHOUSE 6 x 10.33 7 x 10.87 138 E105 TOWNHOUSE 6 x 11.67 6 x 15.17 161 SUBTOTAL 742 F101 TOWNHOUSE N/A 6 x 15.17 76 F102 TOWNHOUSE N/A 7 x 10.87 76 F103 TOWNHOUSE N/A 7 x 10.87 76 F004 TOWNHOUSE N/A 7 x 10.87 76 F105 TOWNHOUSE N/A 7 x 10.87 76 F106 TOWNHOUSE 6 x 17.33 6 x 15.17 195 SUBTOTAL 575 G101 TOWNHOUSE N/A 7 x 10.87 76 G102 TOWNHOUSE N/A 7 x 10.87 76 G103 TOWNHOUSE N/A 7 x 10.87 76 G104 TOWNHOUSE N/A 7 x 10.87 76 G105 TOWNHOUSE N/A 7 x 10.87 76 G106 TOWNHOUSE N/A 7 x 10.87 76 G107 TOWNHOUSE 6 x 12.5 6 x 15.17 166 SUBTOTAL 622 H101 TOWNHOUSE N/A 7 x 10.87 76 H102 TOWNHOUSE N/A 7 x 10.87 76 H103 TOWNHOUSE N/A 7 x 10.87 76 H104 TOWNHOUSE N/A 7 x 10.87 76 H105 TOWNHOUSE N/A 7 x 10.87 76 H106 TOWNHOUSE N/A 7 x 10.87 76 H107 TOWNHOUSE N/A 7 x 10.87 76 H108 TOWNHOUSE N/A 7 x 10.87 76 H109 TOWNHOUSE N/A 7 x 10.87 76 H110 TOWNHOUSE N/A 7 x 10.87 76 H111 TOWNHOUSE N/A 7 x 10.87 76 H112 TOWNHOUSE N/A 7 x 10.87 76 SUBTOTAL 912 SUBTOTAL PARCELS 1,2,5,6 5,944 SUBTOTAL PARCEL 7 1,047 TOTAL PRIVATE OPEN SPACE 6,991 private open space calculations GROUND LEVEL COMMON OPEN SPACE WITH AREAS INDICATED (DOT SCREEN PATTERN) open space plan legend GROUND LEVEL PRIVATE OPEN SPACE (SINGLE HATCH PATTERN) BALCONY PRIVATE OPEN SPACE ABOVE (DOUBLE HATCH PATTERN) GARFIELD STREET LA MESA BLVD. DAILEY ROAD Bldg. A Bldg. E Bldg. B Bldg. C Bldg. D Bldg. F Bldg. H PARCELS 2, 5, & 6 PARCEL 1 PARCEL 7 1,775 SF 7,985 SF 510 SF 3,170 SF 617 SF 554 SF Bldg. G © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 open space analysis plan AS102 February 22, 2023 Page 227 of 752

NO PARKING NO PARKING

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NO PARKING s h e e t k e y n o t e s 01 0 5 10 20 site accessibility plan 1" = 20'-0" 01 ACCESSIBLE PARKING SPACE (GRIND OR FILL ASPHALT PAVING TO ACHIEVE A 2% MAXIMUM SLOPE IN ANY DIRECTION PER DETAIL 11/AS121) 02 ACCESSIBLE PATH SEPARATED FROM VEHICULAR DRIVE AISLE BY ROLLED CURB 03 ACCESSIBLE CURB RAMP WITH 36" WIDE TRUNCATED DOME PANEL SEPARATING PEDESTRIAN PATH FROM VEHICULAR AREA 04 GROUND FLOOR ADAPTABLE DWELLING UNIT 05 COMMON AREA OPEN SPACE 06 TENANT PRIVATE GARAGE sheet keynotes 05 GARFIELD STREET LA MESA BLVD. DAILEY ROAD Bldg. A Bldg. E Bldg. B Bldg. C Bldg. D Bldg. F Bldg. G Bldg. H PARCELS 2, 5, & 6 PARCEL 1 PARCEL 7 INDICATES SIGNS DENOTING ACCESSIBLE PATH OF TRAVEL TO ENTRANCES AND FACILITIES. SIGNS SHALL BE LOCATED AT ALL PRIMARY PUBLIC ENTRANCE POINTS AND AT ALL MAJOR JUNCTIONS IN THE ACCESSIBLE PATH OF TRAVEL. DIRECTIONAL ARROWS POINT TO LOCATION OF ACCESSIBLE PATH OF TRAVEL. SIGNS SHALL CONFORM TO SECTION 11B-216 OF THE 2019 CALIFORNIA BUILDING CODE. REFER TO DETAIL 10/AS121 FOR ADDITIONAL INFORMATION. 1. PROVIDE A CONTINUOUS UNOBSTRUCTED ACCESSIBLE ROUTE OF TRAVEL CONNECTING ALL ACCESSIBLE ELEMENTS AND SPACES IN AN ACCESSIBLE BUILDING OR FACILITY THAT CAN BE NEGOTIATED BY A PERSON WITH A SEVERE DISABILITY USING A WHEELCHAIR, AND THAT IS ALSO SAFE FOR AND USABLE BY PERSONS WITH OTHER DISABILITIES, AND THAT ALSO IS CONSISTENT WITH THE DEFINITION OF "PATH OF TRAVEL" 2. SEE CIVIL PLANS AND LANDSCAPE PLANS FOR ADDITIONAL SITE INFORMATION. ACCESSIBLE PATH OF TRAVEL (P.O.T.) AS INDICATED IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 12" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 14" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM AND SMOOTH. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE INDIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. P.O.T. SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM THE WALL SHALL BE ABOVE 27". CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT. INDICATES ACCESSIBLE PARKING SPACE site accessibility notes site accessibility legend 01 01 01 01 01 01 02 03 03 04 04 04 04 04 04 05 05 1. ONLY BUILDINGS A, B, C, D, G AND H INCORPORATE ADAPTABLE UNITS INTO THEIR DESIGN. 2. THERE IS NO GUEST PARKING ON SITE. THEREFORE NO ACCESSIBLE SURFACE PARKING. general notes 04 04 04 06 06 06 BUILDINGS A, B, C, & D PER CBC 1104A.1, ALL GROUND FLOOR DWELLING UNITS IN NONELEVATOR BUILDINGS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. BUILDING No. OF ADAPTABLE GROUND FLOOR DWELLING UNITS A 2 B 1 C 2 D 1 TOTAL 6 BUILDINGS G AND H PER CBC 1102A.3.1, MULTISTORY DWELLING UNIT BUILDINGS WITH HABITABLE SPACE ON THE GROUND FLOOR SHALL HAVE A MINIMUM OF 10% ADAPTABLE UNITS AND SHALL BE ON AN ACCESSIBLE ROUTE. AT LEAST ONE POWDER ROOM SHALL BE LOCATED ON THE PRIMARY ENTRY LEVEL SERVED BY AN ACCESSIBLE ROUTE. TOTAL No. OF MULTISTORY DWELLING UNITS: 30 10% OF 30 = 3 ADAPTABLE UNITS REQUIRED BUILDING No. OF ADAPTABLE DWELLING UNITS WITH POWER ROOM E 0 F 0 G 1 H 2 TOTAL 3 adaptable dwelling units 03 03TYP 03TYP 03TYP © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 site accessibility plan AS103 February 22, 2023 Page 228 of 752 0330|01 REINFORCED CONCRETE SLAB AND FOOTING 0330|02 6" H x 6" W CONCRETE CURB 0330|03 4" REINFORCED CONCRETE COUNTERTOP WITH WATERFALL EDGE 0422|01 TYPICAL 8-INCH THICK CMU WALL: SINGLE SCORE RCP PRECISION FACED BLOCK IN "PUEBLO" COLOR 0422|02 PARGE COAT CAP (COLOR TO MATCH MORTAR) 0500|01 EPOXY-SET ANCHOR BOLTS PER 16/- 0550|01 PAINTED STEEL FRAME 0550|02 PAIR OF PAINTED STEEL GATES WITH CANE BOLT AND LATCH 0550|03 CANE BOLT 0741|01 PRE-FINISHED METAL ROOFING (COLOR TO MATCH ROOFING ON BLDGS A-D) 0760|01 PERFORATED SHEET METAL SCREENS 0771|01 GUTTER TO MATCH ROOFING COLOR 0771|02 DOWNSPOUT TO MATCH ROOFING COLOR 0890|01 PREFINISHED LOUVERED PANEL 3100|01 PRE-EXISTING GRADE 3100|02 PROPOSED GRADE s h e e t k e y n o t e s 13- O.H. 13- 0771 01 0550 02 TYP HSS 2 x 4 x 3/16 PURLIN LAID FLAT HSS 2 x 4 x 3/16 SILL LAID FLAT (TYPICAL 4 SIDES) 4 x 4 x 1/4 ANGLE CORNER POST (TYPICAL AT OUTSIDE CORNERS) 9'-2" 11'-10" 26 1/4"
21 1/2" 0550 01 0741 01 0741 01 0550 01 0422 01 0330 01 0550 01 0741 01 0422 01 0741 01 0550 01 STEEL FRAME SHALL BE SHOP PRIMED AND PAINTED AFTER PERFORATED PANELS ARE INSTALLED AND ALL WELDING HAS BEEN COMPLETED. INSTALL FRAME AS A COMPLETED UNIT. FINAL TOP COAT SHALL BE FIELD PAINTED. SLOPE 0500 01 HSS 2 x 4 x 3/16 LAID FLAT (TYPICAL 4 SIDES) SLOPE SLOPE 08- 07- SLOPE 0330 02 HSS 2 x 4 x 3/16 INTERMEDIATE POST HSS 2 x 4 x 3/16 PURLIN LAID FLAT (ABOVE) HSS 2 x 4 x 3/16 SILL LAID FLAT (TYPICAL 4 SIDES) 4 x 4 x 1/4 ANGLE CORNER POST (TYPICAL AT OUTSIDE CORNERS) HSS 2 x 4 x 3/16 INTERMEDIATE POST REFER TO 11/- FOR ADDITIONAL INFORMATION 0422 01 0711 01 0711 02 0550 02 0550 03 SLOPE 3/8" PER FT. SLOPE 3/8" PER FT. 1/4" PER FT. 06 trash enclosure C roof framing plan (A and B similar) 07 1/4" = 1'-0" trash enclosure C front elevation (A and B similar) 08 1/4" = 1'-0" trash enclosure C back elevation (A and B similar) 1/4" = 1'-0" 12 typical trash enclosure section 1/4" = 1'-0" 11 typical trash enclosure steel roof frame isometric N.T.S. 01 trash enclosure C floor plan (A and B similar) 1/4" = 1'-0" 9'-4" F.O. MASONRY 4'-4" 8'-0" 4'-4"
A&B=18'-0", C=16'-8"
F.O. MASONRY 6"
6" 6" 6"
A&B=17'-10". C=16'-6"
F.O.STEEL 9'-2" F.O. STEEL 4'-7" 4'-7" 13 typical trash enclosure side elevation 1/4" = 1'-0" 03 trash enclosure C roof plan (A and B similar) 04 1/4" = 1'-0" typical side and rear yard property line wall/fence section 1/2" = 1'-0" 6'-0" MAX HT. AT SIDE AND REAR YARDS
3'-0" MAX. HEIGHT WITHIN FRONT SETBACK NEIGHBORING ⅊ PROPERTY PROJECT SITE 10 typical shade structure roof plan 1/4" = 1'-0" 15 typical shade structure floor plan 1/4" = 1'-0" 20 typical shade structure elevations 1/4" = 1'-0" 22'-0" 9'-4" 2'-0" 2'-0"
8'-8" 8"
8'-8" 8"
2'-10"
8'-8" 10'-0" 10'-0"
10'-0" 7'-4" 8"
7'-4" 8" 1"
2'-4"
10'-0" 10'-0" 4'-0" 10'-0" 10'-0"
2'-0" 05 typical side and rear yard property line wall/fence elevation 1/2" = 1'-0" 6'-0" MAX HT. AT SIDE AND REAR YARDS
3'-0" MAX. HEIGHT WITHIN FRONT SETBACK 0330 02 0741 01 0771 01 0771 02 0330 01 0422 01 0422 01 0330 01 3100 02 20A- 20C- 20B- 20D- A - front B - left C - back D - right 0760 01 0760 01 0760 01 0760 01 0550 01 0422 01 0330 03 0330 03 0550 01 0422 01 0550 01 0422 01 0550 01 0422 01 0422 01 0330 03 3100 01 3100 02 3100 02 3100 01 3100 01 3100 01 3100 01 0550 01 0890 01 3100 02 3100 01 0422 01 0422 02 AT A & B: 43"D x 81" W x 60"H 3-CY DUMPSTER AT C: 36"D x 81"W x 53"H 2-CY DUMPSTER site details AS201 © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 February 22, 2023 Page 229 of 752 01 0 5 10 20 site demolition plan 1" = 20'-0" 01 REMOVE EXISTING ONE-STORY EXISTING WOOD FRAME STRUCTURES 02 REMOVE EXISTING TWO-STORY EXISTING WOOD FRAME STRUCTURES (ONE DWELLING UNIT ON 2ND FLOOR OF BUILDING 3 AND THREE DWELLING UNITS ON 2ND FLOOR OF BUILDING 7) 03 REMOVE ALL EXISTING PAVING AND VEGETATION IN SHADED AREAS 04 PROTECT EXISTING TREE IN PLACE 05 REMOVE EXISTING TREE 06 EXISTING UTILITY POLES, GUY-WIRES, BOXES AND HYDRANTS OBSTRUCTING SIDEWALKS IN R.O.W. SHALL BE REMOVED AND REROUTED UNDERGROUND OR RELOCATED TO PROVIDE AN UNOBSTRUCTED PATHWAY. 07 EXISTING UTILITY POLE AND GUY-WIRE TO REMAIN IN PLACE s h e e t k e y n o t e s sheet keynotes vicinity map NOT TO SCALE JACKSON DR.

GARFIELD ST. DAILEY RD. INTERSTATE 8 SR-125 MURRAY DR. HAYES ST. JEFFERSON AVE. GROSSMONT BLVD.

WILSON ST.

LA MESA BLVD. GROSSMONT CENTER GROSSMONT CTR. DR. project site 01 01 01 01 01 01 0102 02 04 03 03 03 03 03 03 03 03 05TYP 05TYP 05TYP 05 05 05TYP 06TYP 06TYP 06TYP 06TYP 06TYP 06TYP 07 (E) BLDG 1 (E) BLDG 2 (E) BLDG 3 (E) BLDG 5 (E) BLDG4 (E) BLDG 6 (E) BLDG 7 © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 site demolition plan DS101 February 22, 2023 Page 230 of 752 © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells 8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description February 22, 2023 Page 231 of 752

NO PARKING
NO PARKING 3 2 2 33 3 3 2 2 21 1 1 1 1
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description ’- ” © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description February 22, 2023 Page 232 of 752 NO PARKING 2 3 2 1 1 1
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description ’- ” February 22, 2023 Page 233 of 752

NO PARKING NO PARKING
NO PARKING 3 23 3 2 3 2 3 3 2 2 1 1 1 1 1 1 1 1 1
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description ’- ” February 22, 2023 Page 234 of 752

NO PARKING NO PARKING
NO PARKING 3 23 3 3 3 2 2 1 1 1 1 1 1
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description ’- ” February 22, 2023 Page 235 of 752

NO PARKING NO PARKING

NO PARKING

NO PARKING

NO PARKING
NO PARKING 3 2 3 2 2 3 3 2 3 2 3 3 2 2 33 3 3 2 2 21 1 1 1 1 1 1 1 1 1 1 1 1 1 ∆ © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description ’- ” February 22, 2023 Page 236 of 752 NO PARKING 3 2 2 33 3 3 2 2 21 1 1 1 1
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description ⅊⅊ February 22, 2023 Page 237 of 752

NO PARKING NO PARKING

NO PARKING

NO PARKING

NO PARKING
NO PARKING 3 2 3 2 2 3 3 2 3 2 3 3 2 2 33 3 3 2 2 21 1 1 1 1 1 1 1 1 1 1 1 1 1 © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description February 22, 2023 Page 238 of 752

NO PARKING NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 discretionary review submittal #3 21.04 Garfield and Dailey Apartments October 14, 2022 no. date description February 22, 2023 Page 239 of 752 PL
R/W
R/W
PL
PL
PL
PL
PL
PL
R/W
R/W
PL
PL
PL
PL
PL
PL
PL
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number
consultant
architect seal consultant seal
sheet description
agency project number
hgw project number
date
project phase
project
revision schedule
1955 bacon street
san diego, ca 92107
619.523.8485
619.523.8487
www.architects-hgw.com
'
7 þ

A R C H I T E C T S
hanna gabriel wells
8/28/2012 8:49:45 AM
8875 La Mesa Blvd.

La Mesa, CA 91941

21.04 no. date description
Garfield and Dailey Apartments
October 14, 2022
2021-48
discretionary review submittal #3
L1.1

CONCEPTUAL LANDSCAPE PLAN

MATERIALS SCHEDULE
SYMBOL # ITEM DESCRIPTION
PAVING
CAST IN PLACE GREY CONCRETE NATURAL GREY, SAND AND EXPOSED AGG. FINISH

CAST IN PLACE INTEGRAL COLOR CONCRETE INTEGRAL COLOR, SAND FINISH CAST IN PLACE INTEGRAL COLOR CONCRETE INTEGRAL COLOR, EXPOSED AGG. FINISH

VEHICULAR PAVERS PER PLAN

PATIO PAVERS AT PRIVATE PATIOS

LINEAR PAVERS AT COMMON AREAS

TRUNCATED DOME PAVERS YELLOW

DECOMPOSED GRANITE CALIFORNIA GOLD

PLANT LEGEND

SYMBOL BOTANICAL NAME COMMON NAME SIZE
ARBUTUS 'MARINA' MARINA STRAWBERRY TREE 24" BOX
CERCIDIUM X 'DESERT MUSEUM' DESERT MUSEUM PALO VERDE 36" BOX CERCIS CANADENSIS 'FOREST PANSY' EASTERN REDBUD 36" BOX

LAGERSTROEMIA INDICA X FAURIEI
'NATCHEZ' NATCHEZ CRAPE MYRTLE 36" BOX
OLEA 'WILSONII' FRUITLESS OLIVE 36" BOX
PHOENIX DACTYLIFERA MEDJOOL DATE PALM 16' BTH
PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX
QUERCUS AGRIFOLIA COAST LIVE OAK 36" BOX
QUERCUS ENGELMANII ENGELMAN OAK 36" BOX
QUERCUS ILLEX HOLLY OAK 36" BOX
FRUIT TREE VARIES, TBD 24" BOX
ULMUS PARVIFOLIA 'DRAKE' CHINESES ELM 36" BOX
WASHINGTONIA FILIFERA CALIFORNIA FAN PALM 10' BTH

EXISTING TREES

JACARANDA MIMOSIFOLIA JACARANDA TREE PROTECT IN PLAC
TYP.

TYP. TYP. TYP.

TYP.

TYP. TYP.

TYP.

TYP.

EXISTING UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
15’ x 15’

VISIBILITY

TRIANGLE
15’ x 15’

VISIBILITY

TRIANGLE
15’ x 15’

VISIBILITY

TRIANGLE
TYP. TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

PL
R/W
R/W
PL
PL
PL
PL
PL
R/W
PL
PL
PL
PL

MATERIALS SCHEDULE
SYMBOL # ITEM DESCRIPTION
PAVING
CAST IN PLACE GREY CONCRETE NATURAL GREY, SAND AND EXPOSED AGG. FINISH

CAST IN PLACE INTEGRAL COLOR CONCRETE INTEGRAL COLOR, SAND FINISH CAST IN PLACE INTEGRAL COLOR CONCRETE INTEGRAL COLOR, EXPOSED AGG. FINISH

VEHICULAR PAVERS PER PLAN

PATIO PAVERS AT PRIVATE PATIOS

LINEAR PAVERS AT COMMON AREAS

TRUNCATED DOME PAVERS YELLOW

DECOMPOSED GRANITE CALIFORNIA GOLD
PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX

JACARANDA MIMOSIFOLIA JACARANDA TREE
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
C.I.P. PATIO WALL

CONCRETE STEPS
GARDEN FENCE + GATE
CANOPY

PATIO PAVERS

VEHICULAR PAVERS (MATCH CIVIL)

PEDESTRIAN PAVERS

CMU BLOCK WALL (PER ARCH)
C.I.P. 6” CURB (PER CIVIL)
C.I.P. 18” SEAT WALL

FIREBOWL HANG OUT
C.I.P. BBQ WALL + COUNTER TOP

TRASH ENCLOSURE (PER ARCH)

COMMUNITY VEGGIE GARDEN

MULTI- USE TURF
EXISTING TREE; PROTECT IN PLACE
*REFER TO SHEET L1.2

MAILBOXES

USPS PARKING

ENHANCED PAVING

TREE GRATE
LEGEND
GARFIELD ST.

LA MESA BLVD
DAILEY RD.
2 2 2
2 1 1 1
1 1
1 2
19 6
6 5
5 5 5 5
5 5
5 5
7 7 8
8 8
8 9 9 9
13 9
9 9
9 9
5 10 12
12 4 4 12
14 4
14 14
15 13
EXISTING UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
2 2
16 6
PROPOSED UTILITIES;

REFER TO CIVIL
EXISTING TREE; PROTECT IN PLACE:

REFER TO L1.2
3 10
11 17
17 PROPOSED DRY UTILITIES;
PROPOSED DRY UTILITY;
GENERAL UTILITY EASEMENT;

REFER TO CIVIL
PROPOSED FIRE ACCESS EASEMENT;

REFER TO CIVIL
20 3 8
18 TYP.
9 18
7 13
9 9
17 18

PROPOSED
DRY UTILITY;

REFER TO
ELECTRICAL October 14, 2022 discretionary review submittal #3.1 AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA
AS102 OPEN SPACE ANALYSIS PLAN
AS103 SITE ACCESSIBILITY PLAN
AS201 SITE DETAILS
DS101 SITE DEMOLITION PLAN
C-01 EXISTING CONDITIONS
C-02 GRADING AND UTILITIES
C-03 GRADING AND UTILITIES
C-04 GRADING AND UTILITIES
C-05 GRADING AND UTILITIES
C-06 UTILITIES
C-07 UTILITIES
C-08 FIRE HOSE PULL
C-09 EROSION CONTROL PLAN
L1.1 CONCEPTUAL LANDSCAPE PLAN
L1.1A CONCEPTUAL LANDSCAPE DETAILS
L1.2 CONCEPTUAL PLANTING PLAN
L1.3 CONCEPTUAL LANDSCAPE LEGEND
L1.4 CONCEPTUAL IRRIGATION PLAN
L1.5 EXISTING TREE PLAN
A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS
A102 BLDGS E,F FLOOR PLANS
A103 BLDGS G,H FLOOR PLANS
A104 BLDG J FLOOR PLANS
A105 BLDGS E,F,G,H,J ROOF PLANS
A201 FLAT UNIT FLOOR PLANS
A202 FLAT UNIT FLOOR PLANS
A203 TOWNHOUSE UNIT FLOOR PLANS
A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS
A302 BLDGS E,F EXTERIOR ELEVATIONS
A303 BLDGS G,H EXTERIOR ELEVATIONS
A304 BLDG J EXTERIOR ELEVATIONS
A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS
A311 STREET ELEVATIONS
A401 SITE SECTIONS
A501 PROJECT RENDERINGS
E1.1 SITE LIGHTING PLAN
E0.2 EXTERIOR LIGHT FIXTURE DATA
E0.3 EXTERIOR LIGHT FIXTURE DATA
sheet index DRB Final Submittal
February 22, 2023 February1, 2023

© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number
consultant
architect seal consultant seal
sheet description
agency project number
hgw project number
date
project phase
project
revision schedule
1955 bacon street
san diego, ca 92107
619.523.8485
619.523.8487
www.architects-hgw.com
'
7 þ

A R C H I T E C T S
hanna gabriel wells
8/28/2012 8:49:45 AM
8875 La Mesa Blvd.

La Mesa, CA 91941

21.04 no. date description
Garfield and Dailey Apartments
October 14, 2022
2021-48
discretionary review submittal #3
L1.1A

CONCEPTUAL LANDSCAPE

DETAILS
C.I.P. CONCRETE BBQ WALL WITH PRECAST CONCRETE COUNTER TOP 1 SCALE: 1"=1' GARDEN FENCE AND GATE 2 SCALE: 5/8"=1'
4 3
2 1
5 6
7 8
9 10
11 12
1/8" RADIUS ON ALL EXPOSED EDGES

LED STRIP LIGHT - REFER TO ELECTRICAL DRAWINGS
#4 REBAR HORZ. CONT., 18" O.C.
#4 REBAR VERT. AT 32" O.C. (ALTERNATE BENDS)
8'' WIDTH CONCRETE WALL
PRECAST CONCRETE COUNTER TOP; ADA ACCESSIBLE,

REFER TO LEGEND
1" X 6" AIR VENT

EXTERIOR GFI RECEPTACLE PER ELECTRICAL
48" LINEAR CABINET FROM ELDORADO STONE WITH 30"

STAINLESS STEEL DOUBLE DOOR FROM LUXOR OR
EQUAL

BUILT-IN NATURAL GAS GRILL PER LEGEND

CONCRETE FOOTING

ADJACENT PAVERS ON SAND BASE
DEDICATED GAS LINE & SHUTOFF VALVE. THE PIPE
LAYOUT SHOWN IN THIS DRAWING IS DIAGRAMMATIC.

REFER TO PLUMBING ENGINEERS FOR ACTUAL
LOCATION.

PLANTING AREA

COMPACTED SUBBASE BELOW PAVING

PER GEOTECHNICAL REPORT REQUIREMENTS

SECTION B
8"
3'-10"
18" MIN.

SCALE: 1" = 1'
8" 2"
3'

SECTION A
8"
3'-10"
18" MIN.
1'-0"
3'-0"
SCALE: 1" = 1'
8"
2'-8"
4"
13 14
15 NOTE: GAS RISER AND SHUTOFF VALVE

TO BE ON EXTERIOR OF BBQ STRUCTURE
1 8 5 6 10

PER PLAN
4" ADA ACCESSSIBLE
CLEARANCE @ 2'-5"
1'-0"
3'-0"

ADA ACCESSIBLE REACH
HEIGHT @2'-9"
4'
8' O.C.
2" TYP.
4' MIN.

TOP VIEW

SIDE VIEW
4" 3'-10" 4"
2" HINGE

CLEARANCE
2 4 1

SECTION / ELEVATION
12"
9 5
7 5
5 4
7 1 8
6 'WIREWORKS PLUS PANEL TO MATCH ARCH
FENCE

WIREWORKS PLUS SINGLE GATE

WIREWORKS PLUS DOUBLE GATE

POST SITE PER MANUFACTURER'S
RECOMMENDATION.

PANIC HARDWARE
10" MOUNT PANIC HARDWARE MOUNT
PLATE. MATCH FINISH/COLOR TO FENCE
10" HIGH METAL KICK PLATE AT BOTTOM
OF PUSH SIDE. MATCH FINISH/COLOR TO
FENCE
REINFORCING ARCHITECTURAL "V" FOLD

CONCRETE FOOTING
95% COMPACTED SUBGRADE
(6) #4 REBAR VERTICAL REINFORCING
#3 CIRCULAR TIES AT 12" O.C. WITH (3) #3
TIEST @ 3" O.C. ON TOP.
1 2
3 4
5 6
7 8
9 NOTES:

PANIC HARDWARE SHALL COMPLY WITH
CBC 11B.309.4 5 Ibs MAX FORCE TO
OPERATE.
10 10
11 12
11 12
C.I.P. CONCRETE SEATWALL 4 SCALE: 1/2"=1'
3 2
1 4
5 1
C.I.P. CONCRETE SEAT WALL REFER

TO HARDSCAPE LEGEND FOR FINISH
1/4" RADIUS, @ ALL EXPOSED EDGES

CONCRETE PAVING OR DECOMPOSED

GRANITE, REFER TO PLAN
#4 HORIZONTAL @11" O.C.
#4 VERTICAL @11" O.C.

EXPANSION JOINT

COMPACTED SUBGRADE PER

GEOTECHNICAL REPORT

AMENDED NATIVE SOIL REFER TO

PLANTING SPECIFICATIONS

RECESSED LINEAR STRIP LIGHT,

LOCATIONS VARY AT EACH WALL -

REFER TO ELECTRICAL DWGS &

DETAILS
3 4

TYPICAL SECTION
5 17"

REFER TO PLAN
5" MIN. TYP.
1%
VARIES

REFER TO CIVIL

FOR TOW
2 6
7 6
7 8
8 3"
NOTE:

1. REFER TO CIVIL FOR FINISH GRADE ELEVATIONS

2. REFER TO PLAN FOR SKATESTOPPER LOCATIONS IN

SEATWALL

3. DIMENSIONS LOCATING SKATESTOPPERS ON PLAN ARE TO

CENTER LINE OF SKATESTOPPER

4. LOCATE JBOX IN PLANTERS ADJACENT TO
SEATWALLS/STAIRWALLS.
9 3"
9 4"
13 14
3 C.I.P. PATIO WALL- BOARD FORM FINISH
SCALE: 3/4"=1'
4 C.I.P. CONCRETE BOARD FORM WALL
1/8" TOOLED RADIUS ON

ALL EXPOSED EDGES
#4 VERT @ 12 O.C. EACH FACE W/ HOOK INTO FTG
#4 HORTZ AT 18" O.C. EACH FACE
CONCRETE FOOTING W/ #4 BTM AT 12" O.C. LONG

FINISHED GRADE

PLANTING AREA
MULCH. REFER TO MULCH PLAN
RIP AND AMENDED NATIVE SOIL @ 18" DEPTH

COMPACTED SUBGRADE PER PROJECT

GEOTECHNICAL REPORT

ADJACENT PAVERS
3 2
1 5
6 1
8"
REFER TO PLAN 18" MIN.
7 8
9 2
4 5
10 7 9 6 8
10 3
3'
1'
11 11 October 14, 2022 discretionary review submittal #3.1 AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA
AS102 OPEN SPACE ANALYSIS PLAN
AS103 SITE ACCESSIBILITY PLAN
AS201 SITE DETAILS
DS101 SITE DEMOLITION PLAN
C-01 EXISTING CONDITIONS
C-02 GRADING AND UTILITIES
C-03 GRADING AND UTILITIES
C-04 GRADING AND UTILITIES
C-05 GRADING AND UTILITIES
C-06 UTILITIES
C-07 UTILITIES
C-08 FIRE HOSE PULL
C-09 EROSION CONTROL PLAN
L1.1 CONCEPTUAL LANDSCAPE PLAN
L1.1A CONCEPTUAL LANDSCAPE DETAILS
L1.2 CONCEPTUAL PLANTING PLAN
L1.3 CONCEPTUAL LANDSCAPE LEGEND
L1.4 CONCEPTUAL IRRIGATION PLAN
L1.5 EXISTING TREE PLAN
A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS
A102 BLDGS E,F FLOOR PLANS
A103 BLDGS G,H FLOOR PLANS
A104 BLDG J FLOOR PLANS
A105 BLDGS E,F,G,H,J ROOF PLANS
A201 FLAT UNIT FLOOR PLANS
A202 FLAT UNIT FLOOR PLANS
A203 TOWNHOUSE UNIT FLOOR PLANS
A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS
A302 BLDGS E,F EXTERIOR ELEVATIONS
A303 BLDGS G,H EXTERIOR ELEVATIONS
A304 BLDG J EXTERIOR ELEVATIONS
A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS
A311 STREET ELEVATIONS
A401 SITE SECTIONS
A501 PROJECT RENDERINGS
E1.1 SITE LIGHTING PLAN
E0.2 EXTERIOR LIGHT FIXTURE DATA
E0.3 EXTERIOR LIGHT FIXTURE DATA
sheet index DRB Final Submittal February1, 2023
February 22, 2023

NO PARKING NO PARKING

NO PARKING

NO PARKING

NO PARKING

NO PARKING
PL
R/W
R/W
PL
PL
PL
PL
PL
PL
R/W
R/W
PL
PL
PL
PL
PL
PL
PL
3 2
3 2
2 3 3
m m m m m m m m
m
m m m m m m m m m m
m
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
V
n n n n n n n n n
M

M M M M
M

M M M M
n n n n n n n n n n
M
M
M
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
n n
n n
n n
n n
n
n
n
n n
n
n
n

AB AB AB AB AB AB AB AB AB AB AB
sg sg sg sg sg sg sg
AB sg sg
sg sg
AB
AB AB
sg sg sg sg sg sg sg sg
ab ab ab ab
ab ab ab ab ab ab ab ab ab ab ab ab
sg sg sg sg
sg sg sg sg
FF
FF
FF
FF
FF
sg sg
sg
sg
sg
sg sg sg
CS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M

AB AB AB AB AB AB AB AB AB
sg sg sg sg

AB AB AB AB AB AB AB AB
sg sg sg sg sg sg sg sg sg sg
CT CT
CT
CT
j j
j
j
j
j
CT
CT
j j j j j
j j
cp
cpcp
cp
cp
cp
cp
cpcp
cp cp
cp
cpcp
cpcpcp
CT
CT
CT
CT CT
2 3
2 cp
j
j j j
j
j j j
j j
j
j
j j
j
j j
cp
cp
cpcp cpcpcp
CT CT
CT CT
CT
CT
CT
3 3
2 2
j
j
j
j
j
j j
j j
j j
j
j j
j j
j j
cpcpcp cpcpcp cp

SS SS SS SS SS SS SS SS SS SS SS SS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS CS
CS CS

CS CS CS CS

CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS CS WF
WF
WF
WF
WF
WF
WF
WF
sg sg sg sg
sg sg
sg sg
sg
sg sg sg sg sg sg
S S
S S
S S

S S S S S S

S S S S S S
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M

CS CS CS CS CS CS CS CS CS

AB AB AB AB AB AB AB AB AB AB AB
ab ab ab ab ab ab ab ab ab ab ab ab ab
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
WF
n
n
n
n
n
n
n
n
n
n n n n n n n
n
n
n n
n n
n n n n n
AB FF
FF
FF
FF
AB
AB
AB
AB
AB
AB
AB
WB
M
M
M
M M
M M M
M
M
M
V
V
V
V
V
V
WB
WB
WB
WB
WB WB
WB
WB
WB
CT CT
CT
j j
j
j j
j j
j
j j
j
j
j
j j j
j
j
cp
cpcp
cp
cpcp
cp
cp
cp
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CS
CS
CS
CS CS
CS
CS
SS
SS
SS
SS
SS
SS
SS
SS
CT CT
CT
CT
CT
CT
CT
CT
CT
CT
j
j j j
j j j j j j
j
j
j
j j
j
j
j j
j j
j
j
j
j j
j
j j
j j
j j
j
j j
CT
j
j
CT
CT
CT
SS
SS
SS
FF FF
AB
AB
AB
AB
AB

AB FF FF FF FF AB

AB AB AB
AB AB
CS
CS
CS
CS
CS
CS
CS
CS
CS
SS
SS

M M M M M M M M M M M M M
M M
M M
M M
M M
M M
M M
M M
M M
M M
M M
M
MMMMMM
M
M
M
M
M
M
M

MMMMMMMMMMMMM
S
S
S
S
S
S
S
S
S
sg sg

AB AB AB

AB AB AB
cp
ab
AB sg
n
n
n
n
n
n
n
n
MM
M M
M
AB
AB
AB
AB
AB
AB
sg
cp
cp
cp
CS
WB
WB
WB
WB
WB
ab ab ab ab ab ab ab ab
CS

CS CS CS

M M M M M M
AB
M
M
M
M
M
M
M
M
M
M
M
M
AB
AB FF
M
AB AB
sg sg sg sg
M
M
M
M
SS
SS
SS
SS
CS CS
CS
CS
WB
WB
WB
WB
WB
WB
WB
3 3
3 3
2 2
2 1
1 1
1 1
1 1
1 1 1
1 1 1
1 AB
AB
CS CS

AB AB AB
sg sg sg
S S
S
WF
M
M M M
M
SS
SS
SS
SS
j
j
j
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number
consultant
architect seal consultant seal
sheet description
agency project number
hgw project number
date
project phase
project
revision schedule
1955 bacon street
san diego, ca 92107
619.523.8485
619.523.8487
www.architects-hgw.com
'
7 þ

A R C H I T E C T S
hanna gabriel wells
8/28/2012 8:49:45 AM
8875 La Mesa Blvd.

La Mesa, CA 91941

21.04 no. date description
Garfield and Dailey Apartments
October 14, 2022
2021-48
discretionary review submittal #3
L1.2

CONCEPTUAL PLANTING PLAN

PLANT LEGEND

SYMBOL BOTANICAL NAME COMMON NAME SIZE
ARBUTUS 'MARINA' MARINA STRAWBERRY TREE 24" BOX
CERCIDIUM X 'DESERT MUSEUM' DESERT MUSEUM PALO VERDE 36" BOX CERCIS CANADENSIS 'FOREST PANSY' EASTERN REDBUD 36" BOX

LAGERSTROEMIA INDICA X FAURIEI
'NATCHEZ' NATCHEZ CRAPE MYRTLE 36" BOX
OLEA 'WILSONII' FRUITLESS OLIVE 36" BOX
PHOENIX DACTYLIFERA MEDJOOL DATE PALM 16' BTH
PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX
SHRUBS/SUCCULENTS/GRASSES: SIZE
ASPARAGUS DENSIFLORUS 'MYERS' FOXTAIL FERN 5 GALLON
AGAVE 'BLUE FLAME' BLUE FLAME AGAVE 5 GALLON
ALOE BARBADENSIS ALOE VERA 5 GALLON

BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GALLON

CALAMAGROSTIS X ACUTIFOLIA 'KARL

FORESTER'

KARL FORESTER FEATHER
REED GRASS 1 GALLON
CAREX PANSA CALIFORNIA MEADOW SEDGE 1 GALLON
CAREX PRAEGRACILIS CLUSTERED FIELD SEDGE 1 GALLON
CISTUS × PULVERULENTUS 'SUNSET' SUNSET ROCKROSE 5 GALLON CHONDROPETALUM TECTORUM SMALL CAPE RUSH 1 GALLON
DIANELLA CAERULEA 'CASSA BLUE' BLUE FLAX LILY 5 GALLON
FURCRAEA FOETIDA 'MEDIOPICTA' MAURITIUS HEMP 5 GALLON

JUNCUS PATENS 'ELK BLUE' ELK BLUE CALIFORNIA GREY
RUSH 1 GALLON
LOMANDRA LONGIFOLIA BREEZE DWARF MAT RUSH 1 GALLON
MUHLENBERGIA DUBIA PINE MUHLY 1 GALLON
NEPHROLEPIS CORDIFOLIA SWORD FERN 5 GALLON
SALVIA CHAMAEDRYOIDES GERMANDER SAGE 1 GALLON
SALVIA LEUCANTHA 'SANTA BARBARA' SANTA BARBARA SAGE 1 GALLON FF
CS
S
CT
j
AB
ab
SS
cp
n
M
SALVIA GREGGII 'FURMAN'S RED' FURMAN'S RED AUTUMN SAGE 1 GALLON VERBENA LILACINA 'DE LA MINA' CEDROS ISLAND VERBENA 1 GALLON WESTRINGIA BLUE GEM BLUE GEM COAST ROSEMARY 5 GALLON
WOODWARDIA FIMBRIATA GIANT CHAIN FERN 5 GALLON
VINES: SIZE
MACFADYENA UNGUIS CAT'S CLAW VINE 5 GALLON
VIGNA CARACALLA SNAIL VINE 5 GALLON
VEGETABLE PLANTING BEDS:

VEGETABLES SUCH AS:

GREEN BEANS, CARROTS,

PEPPERS, LETTUCE, SQUASH,

CUCUMBERS
ASSUME 30% 5GAL, 50%
1 GAL, 20% 4" POT FRUITS SUCH AS: STRAWBERRIES, PUMPKINS,GRAPES, MELONS, TOMATOES HERBS SUCH AS:

CHIVES, SAGE, MINT,

CILANTRO, ROCKET, BASIL,

PARSLEY
TURF/SOD:

PASPALUM VAGINATUM SEASHORE PASPALUM TURF SOD
sg
V
WF
WB
m
QUERCUS AGRIFOLIA COAST LIVE OAK 36" BOX
QUERCUS ENGELMANII ENGELMAN OAK 36" BOX
QUERCUS ILLEX HOLLY OAK 36" BOX
FRUIT TREE VARIES, TBD 24" BOX
ULMUS PARVIFOLIA 'DRAKE' CHINESES ELM 36" BOX
WASHINGTONIA FILIFERA CALIFORNIA FAN PALM 10' BTH

EXISTING TREES

JACARANDA MIMOSIFOLIA JACARANDA TREE PROTECT IN PLACE
0 10' 20' 40'
SCALE: 1" =20'-0"
EXISTING UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
15’ x 15’

VISIBILITY

TRIANGLE
15’ x 15’

VISIBILITY

TRIANGLE
15’ x 15’

VISIBILITY

TRIANGLE
GARFIELD ST.

LA MESA BLVD
DAILEY RD.

EXISTING UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
EXISTING TREE; PROTECT IN PLACE:

REFER TO L1.2
GENERAL UTILITY EASEMENT;

REFER TO CIVIL
PROPOSED FIRE ACCESS EASEMENT;

REFER TO CIVIL
PROPOSED DRY UTILITIES;
PROPOSED DRY UTILITY;

PROPOSED
DRY UTILITY; October 14, 2022 discretionary review submittal #3.1 AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA
AS102 OPEN SPACE ANALYSIS PLAN
AS103 SITE ACCESSIBILITY PLAN
AS201 SITE DETAILS
DS101 SITE DEMOLITION PLAN
C-01 EXISTING CONDITIONS
C-02 GRADING AND UTILITIES
C-03 GRADING AND UTILITIES
C-04 GRADING AND UTILITIES
C-05 GRADING AND UTILITIES
C-06 UTILITIES
C-07 UTILITIES
C-08 FIRE HOSE PULL
C-09 EROSION CONTROL PLAN
L1.1 CONCEPTUAL LANDSCAPE PLAN
L1.1A CONCEPTUAL LANDSCAPE DETAILS
L1.2 CONCEPTUAL PLANTING PLAN
L1.3 CONCEPTUAL LANDSCAPE LEGEND
L1.4 CONCEPTUAL IRRIGATION PLAN
L1.5 EXISTING TREE PLAN
A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS
A102 BLDGS E,F FLOOR PLANS
A103 BLDGS G,H FLOOR PLANS
A104 BLDG J FLOOR PLANS
A105 BLDGS E,F,G,H,J ROOF PLANS
A201 FLAT UNIT FLOOR PLANS
A202 FLAT UNIT FLOOR PLANS
A203 TOWNHOUSE UNIT FLOOR PLANS
A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS
A302 BLDGS E,F EXTERIOR ELEVATIONS
A303 BLDGS G,H EXTERIOR ELEVATIONS
A304 BLDG J EXTERIOR ELEVATIONS
A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS
A311 STREET ELEVATIONS
A401 SITE SECTIONS
A501 PROJECT RENDERINGS
E1.1 SITE LIGHTING PLAN
E0.2 EXTERIOR LIGHT FIXTURE DATA
E0.3 EXTERIOR LIGHT FIXTURE DATA
sheet index DRB Final Submittal
February 22, 2023 February1, 2023

© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number
consultant
architect seal consultant seal
sheet description
agency project number
hgw project number
date
project phase
project
revision schedule
1955 bacon street
san diego, ca 92107
619.523.8485
619.523.8487
www.architects-hgw.com
'
7 þ

A R C H I T E C T S
hanna gabriel wells
8/28/2012 8:49:45 AM
8875 La Mesa Blvd.

La Mesa, CA 91941

21.04 no. date description
Garfield and Dailey Apartments
October 14, 2022
2021-48
discretionary review submittal #3
L1.3

CONCEPTUAL LANDSCAPE LEGEND

PLANT LEGEND
SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM MATURE SIZE WUCOLS QTY.

ARBUTUS 'MARINA' MARINA STRAWBERRY TREE 24" BOX STANDARD 25' H/ 25' W LOW 8 CERCIDIUM X 'DESERT MUSEUM' DESERT MUSEUM PALO VERDE 36" BOX STANDARD 25' H/ 25' W LOW 11 CERCIS CANADENSIS 'FOREST PANSY' EASTERN REDBUD 36" BOX MULTI 25'H/25'W LOW 6

LAGERSTROEMIA INDICA X FAURIEI
'NATCHEZ' NATCHEZ CRAPE MYRTLE 36" BOX MULTI 15-25' H / 15-25'W LOW 21 OLEA 'WILSONII' FRUITLESS OLIVE 36" BOX MULTI 25'H/30'W LOW 8 PHOENIX DACTYLIFERA MEDJOOL DATE PALM 16' BTH STANDARD 50'T/20'W LOW 1 PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24" BOX NATURAL 30'H / 20'W MEDIUM 6 QUERCUS AGRIFOLIA COAST LIVE OAK 36" BOX MULTI 40'T/40'W LOW 1 QUERCUS ENGELMANII ENGELMAN OAK 36" BOX STANDARD 35'T/45'W LOW 6 QUERCUS ILLEX HOLLY OAK 36" BOX STANDARD 40'T/40'W LOW 7 FRUIT TREE VARIES, TBD 24" BOX NATURAL 15-25' H / 15-25' W LOW 9
ULMUS PARVIFOLIA 'DRAKE' CHINESES ELM 36" BOX
STANDARD;
SINGLE
TRUNK
35'H/45'W MEDIUM 3
WASHINGTONIA FILIFERA CALIFORNIA FAN PALM 10' BTH STANDARD 50' H / 15' W LOW 3

EXISTING TREES
JACARANDA MIMOSIFOLIA JACARANDA TREE PROTECT IN PLACE 1 SHRUBS/SUCCULENTS/GRASSES: SIZE SPACING MATURE SIZE WUCOLS QTY.

ASPARAGUS DENSIFLORUS 'MYERS' FOXTAIL FERN 5 GALLON 2'-0" O.C. 1-2'T/1-2'W LOW 290 AGAVE 'BLUE FLAME' BLUE FLAME AGAVE 5 GALLON 3'-6" O.C. 3-5'T/3-5'W LOW 89 ALOE BARBADENSIS ALOE VERA 5 GALLON 3'-0" O.C. 2-3'T/2-3'W LOW 38

BOUTELOUA GRACILIS 'BLONDE AMBITION' BLONDE AMBITION BLUE GRAMA 1 GALLON 2'-0" O.C. 2'-6"T/2'-6"W LOW 114

CALAMAGROSTIS X ACUTIFOLIA 'KARL

FORESTER'

KARL FORESTER FEATHER
REED GRASS 1 GALLON 2'-6" O.C. 6'T/2-3'W MEDIUM 37
CAREX PANSA CALIFORNIA MEADOW SEDGE 1 GALLON 2'-6" O.C. 2'T/2'W MEDIUM 45 CAREX PRAEGRACILIS CLUSTERED FIELD SEDGE 1 GALLON 3'-0" O.C. 3'-6"T/3'-6"W MEDIUM 103 CISTUS × PULVERULENTUS 'SUNSET' SUNSET ROCKROSE 5 GALLON 4'-0" O.C. 3'T/3-5'W LOW 84 CHONDROPETALUM TECTORUM SMALL CAPE RUSH 1 GALLON 4'-0" O.C. 2-3'T/4'W LOW 35 DIANELLA CAERULEA 'CASSA BLUE' BLUE FLAX LILY 5 GALLON 2'-0" O.C. 1-2'/1-2'W MEDIUM 458 FURCRAEA FOETIDA 'MEDIOPICTA' MAURITIUS HEMP 5 GALLON 6'-0" O.C. 6'T/6-8'W LOW 16

JUNCUS PATENS 'ELK BLUE' ELK BLUE CALIFORNIA GREY
RUSH 1 GALLON 2'-0" O.C. 2'T/2'W LOW 104
LOMANDRA LONGIFOLIA BREEZE DWARF MAT RUSH 1 GALLON 3'-0" O.C. 2-3'T/2-4'W LOW 40 MUHLENBERGIA DUBIA PINE MUHLY 1 GALLON 3'-0" O.C. 2-3'T/2-3'W LOW 179 NEPHROLEPIS CORDIFOLIA SWORD FERN 5 GALLON 2'-6" O.C. 2-3'T/2-3'W MEDIUM 70 SALVIA CHAMAEDRYOIDES GERMANDER SAGE 1 GALLON 4'-0" O.C. 1-2'T/3-4'W LOW 27 SALVIA LEUCANTHA 'SANTA BARBARA' SANTA BARBARA SAGE 1 GALLON 2'-0" O.C. 2-3'T/2-4'W LOW 117 SALVIA GREGGII 'FURMAN'S RED' FURMAN'S RED AUTUMN SAGE 1 GALLON 3'-0" O.C. 2-4'T/2-3'W LOW 72 VERBENA LILACINA 'DE LA MINA' CEDROS ISLAND VERBENA 1 GALLON 3'-0" O.C. 1-2'T/3-4'W LOW 66 WESTRINGIA BLUE GEM BLUE GEM COAST ROSEMARY 5 GALLON 4'-6" O.C. 6-7'T/6'W LOW 22 WOODWARDIA FIMBRIATA GIANT CHAIN FERN 5 GALLON 5'-0" O.C. 4-6'T/4-6'W MEDIUM 23 VINES: SIZE SPACING MATURE SIZE WUCOLS QTY.

MACFADYENA UNGUIS CAT'S CLAW VINE 5 GALLON PER PLAN 25'H/2'W LOW 20 VIGNA CARACALLA SNAIL VINE 5 GALLON PER PLAN 12'H/6'W MEDIUM 31 VEGETABLE PLANTING BEDS:

VEGETABLES SUCH AS:

GREEN BEANS, CARROTS,

PEPPERS, LETTUCE, SQUASH,

CUCUMBERS
ASSUME 30% 5GAL, 50%
1 GAL, 20% 4" POT FRUITS SUCH AS: STRAWBERRIES, PUMPKINS,GRAPES, MELONS, TOMATOES HERBS SUCH AS:

CHIVES, SAGE, MINT,

CILANTRO, ROCKET, BASIL,

PARSLEY
TURF/SOD:

PASPALUM VAGINATUM SEASHORE PASPALUM TURF SOD PER PLAN
OTHER:

NOT SHOWN ROOTBARRIER AT ALL TREES WITHIN 10' OF
PAVING TYP. BIO-BARRIER PER SPECS
NOT SHOWN SOIL & PERCOLATION TEST LOCATION ASSUME 3 LOCATIONS FOR

THE PROJECT PER SPECS
NOTES

1. ALL PLANTING AREAS TO RECEIVE MULCH AS INDICATED ON THE MULCH PLAN. 3" DEPTH LAYER PER SPECIFICATIONS.

2. REMOVE ANY CONCRETE, ASPHALT AND ASSOCIATED BASE COURSE FROM ALL PLANTING AREAS. ALL NEW PLANTING AREAS TO BE RIPPED AND RECOMPACTED PER SPECIFICATIONS.

3. ALL PLANTING AREAS TO RECEIVE IRRIGATION.

4. ASSUME VEGETABLE SOIL MIX WITH MICROSPRAY IRRIGATION AT VEGETABLE PLANTING BEDS. NO SITE SOIL.

MULCH LEGEND

SYMBOL MULCH SIZE & COLOR REMARKS
NOT SHOWN ROCK MULCH - SMALL KETTLE 3/4" AT COMMON AREAS DECORATIVE STONE SOLUTIONS 800.699.1878

NOT SHOWN ROCK MULCH - LARGE
KETTLE 3/4" ROCK MULCH
FIRST LAYER; 50% KETTLE
2-4"; 50% KETTLE 4-8"

AT BIORETENTION
AREAS

DECORATIVE STONE
SOLUTIONS 800.699.1878

NOT SHOWN ORGANIC MULCH FOREST FLOOR AT ALL OTHER
PLANTING AREAS AGRISERVICE 760.295.6255
FF
CS
sg
S
CT
j
AB
ab
V
SS
cp
WF
n
WB
m
M
TREE AND PLANTING CALCULATIONS | DAILEY SITE
TOTAL SITE AREA = 15,884 SQ. FT.

TOTAL VEGETATED SITE AREA = 4,714
TOTAL NO. OF TREES REQUIRED (ONE TREE PER EVERY 500 SF OF PLANTING) = 10 TOTAL NO. OF TREES PROVIDED = 21
TOTAL NO. OF EXISTING TREES = 0
TOTAL NO. OF EXISTING TREES REMOVED = 4
TREES SHALL BE 24" BOX OR LARGER REQUIRED = 20%
% OF TREES 24" BOX OR LARGER PROVIDED = 100%
TOTAL MAXIMUM TURF AREA ALLOWED @ 10%
TOTAL TURF AREA PROVIDED = 0 SQ. FT.

TOTAL NO. OF STREET TREES REQUIRED = 4 (1 PER 35' FEET) TOTAL NO. OF STREET TREES PROVIDED = 4

1. REFER TO CIVIL ENGINEERING PLANS FOR EROSION CONTROL MEASURES NOT INDICATED ON THIS PLAN.

2. ALL GRADED AREAS SHALL RECEIVE ADEQUATE PLANTING AND GROUNDCOVER, AS WELL AS A 3" MIN. LAYER OF BARK OR ROCK MULCH.

EROSION CONTROL

IN RECOGNITION OF WATER AS A LIMITED RESOURCE IN SOUTHERN CALIFORNIA THE FOLLOWING MEASURES WILL BE UNDERTAKEN TO REDUCE THIS PROJECTS DEMAND ON THE CITY OF LA MESA'S WATER SUPPLY:

1. THE IRRIGATION SYSTEM WILL BE AUTOMATIC AND WILL INCORPORATE LOW VOLUME SPRAY EMITTERS AND CONVENTIONAL LOW ANGLE SPRAY HEADS. DRIP IRRIGATION WILL BE EMPLOYED WHERE CONSIDERED TO BE EFFECTIVE AND FEASIBLE. IRRIGATION VALVES SHALL BE SEGREGATED TO ALLOW FOR THE SYSTEM OPERATION IN RESPONSE TO ORIENTATION AND EXPOSURE.

2. TURF WILL BE RESTRICTED TO AREAS WHICH MAY RECEIVE SIGNIFICANT AMOUNTS OF USE AND ENJOYMENT BY RESIDENTS AND GUESTS. THE SPECIFIED TURF WILL HAVE RELATIVELY LOW WATER AND LOW MAINTENANCE REQUIREMENTS.

3. PLANT MATERIAL WILL BE SPECIFIED IN CONSIDERATION OF NORTH, SOUTH, EAST AND WEST EXPOSURES. SOIL WILL BE AMENDED AND PREPARED TO PROVIDE HEALTHY PLANT GROWTH AND COVERAGE AND TO PROVIDE FOR MAXIMUM MOISTURE RETENTION AND PERCOLATION. PLANTER BEDS WILL BE MULCHED TO RETAIN SOIL MOISTURE AND

REDUCE EVAPOTRANSPIRATION FROM THE ROOT ZONES AN IRRIGATION SYSTEM SHALL BE PROVIDED AS REQUIRED FOR THE PROPER IRRIGATION, DEVELOPMENT AND MAINTENANCE OF THE VEGETATION.

4. IRRIGATION AT LAWN AREAS, SLOPES AND BIO-RETENTION AREAS WILL BE IRRIGATED BY EITHER A POINT SOURCE OR SUB-SURFACE DRIP SYSTEM. TURF WILL BE PERMANENTLY IRRIGATED BY SUBSURFACE DRIP. TURF MAY BE TEMPORARILY IRRIGATED BY AN OVERHEAD SYSTEM UNTIL IT IS ESTABLISHED OR FOR A PERIOD OF 3 MONTHS, WHICHEVER IS SHORTER.

5. IRRIGATION AT ALL PLANTING AREAS WILL BE SUBSURFACE DRIP OR POINT SOURCE DRIP.

6. NEW AUTOMATIC IRRIGATION CONTROLLER WITH WEATHER STATION AND/OR SOIL MOISTURE SENSING TECHNOLOGY WILL BE INSTALLED AS PART OF THE NEW IRRIGATION SYSTEM..

7. TREES AND VINES SHALL HAVE BUBBLERS AND BE ZONED SEPARATELY FROM THE SHRUBS AND GRASSES.

8. PLANTING WILL BE GROUPED IN HYDROZONES.

THE IRRIGATION SYSTEM SHALL BE DESIGNED IN CONFORMANCE WITH THE CITY OF LA MESA WATER EFFICIENT LANDSCAPE REGULATIONS (LMMC CHAPTER14.29)

WATER CONSERVATION STATEMENT

PLANTING NOTES

1. ALL PLANTING AREAS SHALL BE COVERED WITH 3" MIN. DEPTH MULCH.

2. ALL TREES PLANTING WITHIN 5' OF HARDSCAPE SHALL HAVE 20' LENGTH OF ROOTBARRIER.

3. ALL WATER, SEWER, AND GAS UTILITIES SHALL BE EFFECTIVELY SCREENED WITH PLANT MATERIAL AT THE TIME OF INSTALLATION.

4. ALL LANDSCAPE AREAS SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. THE LANDSCAPE AREAS SHALL BE MAINTAINED FREE LITTER AND DEBRIS.

5. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY GROWING CONDITION, DISEASED OR DEAD PLANT MATERIAL SHALL BE SATISFACTORILY TREATED OR REPLACED PER THE CONDITIONS OF THIS PERMIT.

6. ALL PLANTING AREAS SHALL BE RIPPED AND RECOMPACTED TO THE DEPTH OF 18". ALL EXISTING ASPHALT AND SUBBASE SHALL BE REMOVED IN ALL NEW PLANTING AREAS.

7. NO TREE OR SHRUB EXCEEDING 3' IN HEIGHT SHALL BE PLANTED WITHIN 10' OF ANY PUBLIC SEWER LINE.

8. NO TREE OR SHRUB EXCEEDING 2' IN HEIGHT SHALL BE PLANTED WITHIN A 15' SIGHT DISTANCE TRIANGLE AT THE INTERSECTION OF THE PUBLIC RIGHT-OF-WAY OR WITHIN 15' OF THE INTERSECTION OF ANY INGRESS OR EGRESS DRIVEWAY AND THE PUBLIC RIGHT-OF-WAY.

9. TREES SHALL BE PLACED A MINIMUM OF 10' FROM ALL TRAFFIC SIGNALS, STOP SIGNS, UTILITY POLES, STREET LIGHTS, FIRE HYDRANTS, OR TRANSFORMER ENCLOSURES.

10. ONE TREE SHALL BE PLANTED FOR EVERY 500 SQ. FT. OF PLANTING AREA.

11. STREET TREES SHALL BE MAINTAINED SO THAT UPON MATURITY A MINIMUM OF 7 FEET CLEARANCE IS MAINTAINED BETWEEN FINISH GRADE AND LOWER BRANCHES.

12. REMOVE ANY CONCRETE, ASPHALT AND ASSOCIATED BASE COURSE FROM ALL PLANTING AREAS. ALL NEW PLANTING AREAS TO BE RIPPED AND RECOMPACTED PER

SPECIFICATIONS

13. ALL PLANTING AREAS TO RECEIVE IRRIGATION.

GENERAL MAINTENANCE, PLANTING & MULCH NOTES

WATER USE CLASSIFICATION OF LANDSCAPE SPECIES
WUCOLS: WATER USE CLASSIFICATION OF LANDSCAPE SPECIES IS A OWNER

OF CALIFORNIA COOPERATIVE EXTENSION PUBLICATION AND IS A GUIDE TO THE WATER NEEDS OF LANDSCAPE PLANTS.

CATEGORY/ABV. PERCENT OF ETo
H - HIGH 70% - 90%
M - MEDIUM 40% - 60%
L- LOW 10% - 30%
VL - VERY LOW < 10%

WATER USE CLASSIFICATION

LANDSCAPE CALCULATIONS
THE LANDSCAPE DESIGN OBJECT FOR GARFIELD AND DAILEY APARTMENTS IS TO CREATE A SUSTAINABLE AND RESPONSIBLE LANDSCAPED ENVIRONMENT. THE PLANT PALETTE CONSISTS PRIMARILY OF LOW-WATER USE, CALIFORNIA NATIVE AND/OR ADAPTED PLANT SPECIES. ALL PLANT SPECIES SHALL BE DROUGHT TOLERANT AND ARE LISTED NON-INVASIVE SPECIES PER THE CURRENT CAL-IPC. THE PEDESTRIAN ENTRANCES FOR THE GARFIELD SITE, WILL BE ONE MAIN CONNECTION FROM GARFIELD STREET, THAT WILL CONNECT THROUGH THE SITE TO THE COMMON OPEN SPACE. THE DESIGN PROVIDES AN ADDITIONAL TWO PEDESTRIAN CONNECTIONS, ONE OFF GARFIELD AND ANOTHER OFF DAILEY , WHILE ALSO PROVIDING VEHICULAR ENTRIES OFF GARFIELD ST AND DAILEY RD TO UNCOVERED PARKING FOR GUESTS AND COVERED PARKING FOR RESIDENTS. THE PEDESTRIAN ENTRIES FOR THE DAILEY SITE INCLUDE TWO PRIMARY CONNECTIONS OFF DAILEY AND A SECONDARY CONNECTION EAST FROM THE COMMON OPEN SPACE. THE

PEDESTRIAN COMPONENT OF THE LANDSCAPE WILL BE EMPHASIZED ON THE GARFIELD SITE BY THE CREATION OF MULTIPLE PATIOS HOLDING A PRESENCE ON GARFIELD, LA MESA

BOULEVARD, AND DAILEY WITH FURNISHINGS (IN ADDITION TO THE PRIVATE PATIOS) , VEGETATED BIO-RETENTION BASINS, RAISED VEGETABLE GARDENS, A FIRE BOWL HANGOUT, COVERED BBQ AREA, AND A FLEXIBLE LAWN SPACE FOR THE USE OF ALL RESIDENTS. THE PEDESTRIAN COMPONENT OF THE LANDSCAPE WILL BE EMPHASIZED ON THE

DAILEY SITE BY THE CREATION OF (IN ADDITION TO THE PRIVATE PATIOS), VEGETATED BIO-RETENTION BASINS, RAISED VEGETABLE GARDENS, A FIRE BOWL HANGOUT, AND COVERED BBQ AREA, FOR THE USE OF ALL RESIDENTS.

LANDSCAPE DESIGN STATEMENT
TREE AND PLANTING CALCULATIONS | GARFIELD SITE
TOTAL SITE AREA = 81,372 SQ. FT.

TOTAL VEGETATED SITE AREA = 15,319 SQ. FT.

TOTAL NO. OF TREES REQUIRED (ONE TREE PER EVERY 500 SF OF PLANTING) = 32 TOTAL NO. OF TREES PROVIDED = 69
TOTAL NO. OF EXISTING TREES = 1
TOTAL NO. OF EXISTING TREES REMOVED = 36
TREES SHALL BE 24" BOX OR LARGER REQUIRED = 20%
% OF TREES 24" BOX OR LARGER PROVIDED = 100%
TOTAL MAXIMUM TURF AREA ALLOWED @ 10% = 1,401 SQ. FT.

TOTAL TURF AREA PROVIDED = 1,205 SQ. FT.

TOTAL NO. OF STREET TREES REQUIRED = 18 (1 PER 35' FEET) TOTAL NO. OF STREET TREES PROVIDED = 18 October 14, 2022 discretionary review submittal #3.1 AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA
AS102 OPEN SPACE ANALYSIS PLAN
AS103 SITE ACCESSIBILITY PLAN
AS201 SITE DETAILS
DS101 SITE DEMOLITION PLAN
C-01 EXISTING CONDITIONS
C-02 GRADING AND UTILITIES
C-03 GRADING AND UTILITIES
C-04 GRADING AND UTILITIES
C-05 GRADING AND UTILITIES
C-06 UTILITIES
C-07 UTILITIES
C-08 FIRE HOSE PULL
C-09 EROSION CONTROL PLAN
L1.1 CONCEPTUAL LANDSCAPE PLAN
L1.1A CONCEPTUAL LANDSCAPE DETAILS
L1.2 CONCEPTUAL PLANTING PLAN
L1.3 CONCEPTUAL LANDSCAPE LEGEND
L1.4 CONCEPTUAL IRRIGATION PLAN
L1.5 EXISTING TREE PLAN
A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS
A102 BLDGS E,F FLOOR PLANS
A103 BLDGS G,H FLOOR PLANS
A104 BLDG J FLOOR PLANS
A105 BLDGS E,F,G,H,J ROOF PLANS
A201 FLAT UNIT FLOOR PLANS
A202 FLAT UNIT FLOOR PLANS
A203 TOWNHOUSE UNIT FLOOR PLANS
A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS
A302 BLDGS E,F EXTERIOR ELEVATIONS
A303 BLDGS G,H EXTERIOR ELEVATIONS
A304 BLDG J EXTERIOR ELEVATIONS
A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS
A311 STREET ELEVATIONS
A401 SITE SECTIONS
A501 PROJECT RENDERINGS
E1.1 SITE LIGHTING PLAN
E0.2 EXTERIOR LIGHT FIXTURE DATA
E0.3 EXTERIOR LIGHT FIXTURE DATA
sheet index DRB Final Submittal
February 22, 2023 February1, 2023

PL
R/W
R/W
PL
PL
PL
PL
PL
PL
R/W
R/W
PL
PL
PL
PL
PL
PL
PL
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number
consultant
architect seal consultant seal
sheet description
agency project number
hgw project number
date
project phase
project
revision schedule
1955 bacon street
san diego, ca 92107
619.523.8485
619.523.8487
www.architects-hgw.com
'
7 þ

A R C H I T E C T S
hanna gabriel wells
8/28/2012 8:49:45 AM
8875 La Mesa Blvd.

La Mesa, CA 91941

21.04 no. date description
Garfield and Dailey Apartments
October 14, 2022
2021-48
discretionary review submittal #3
L1.4

CONCEPTUAL IRRIGATION PLAN
PROPOSED IRRIGATION NOTES:

NOTE 1:

IRRIGATION SYSTEM SHALL BE DESIGNED WITH THE PROPER OPERATING PRESSURE AND AN APPROPRIATE WATERING WINDOW TO ASSURE OPTIMAL DELIVERY OF WATER TO THE PLANT MATERIAL AT ALL TIMES.

NOTE 2:

WATER USE CALCULATIONS WILL BE REQUIRED PER THE CITY OF LA MESA MODEL WATER EFFICIENT LANDSCAPE REGULATION.

NOTE 3:

SITE SPECIFIC EVAPO-TRANSPIRATION RATES AND SOIL PERCOLATION RATES SHALL BE CONSIDERED IN THE DESIGN PROCESS.

NOTE 4:

CHECK VALVES WILL BE REQUIRED TO PREVENT LOW-HEAD DRAINAGE.

NOTE 5:

NO IRRIGATION SHALL BE INSTALLED IN NEW AREAS UNTIL SOIL TESTING HAS BEEN SUBMITTED AND ALL SOIL AMENDING HAS OCCURRED.

NOTE 6:

MICRO-CLIMATE AREAS AND SOLAR EXPOSURE ZONES (SITE SPECIFIC HYDRO ZONES) SHALL BE IRRIGATED ON SEPARATE CONTROL VALVES.

NOTE 7:

IRRIGATION RECORD DRAWINGS SHALL CLEARLY DOCUMENT THE FINAL INSTALLATION OF THE ENTIRE SYSTEM, WITH ACCURATE DIMENSIONS, SIZES, AND TYPES OF EQUIPMENT. IT SHALL REFLECT ALL NEW AREAS AS WELL AS ANY MODIFIED IRRIGATION SYSTEMS. IRRIGATION RECORD DRAWINGS TO BE

SUBMITTED IN AUTOCAD PER CITY OF LA MESA STANDARDS
NOTE 8.

THE IRRIGATION SYSTEM SHALL BE DESIGNED IN CONFORMANCE WITH THE CITY OF LA MESA WATER EFFICIENT LANDSCAPE REGULATIONS (LMMC CHAPTER14.29).

IRRIGATION LEGEND
ITEM

NEW LANDSCAPE IRRIGATION WATER METER AND BACKFLOW
NO SYMBOL TREE BUBBLER (2 PER TREE)

DRIP TUBING

MP ROTATOR
EXISTING UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
15’ x 15’

VISIBILITY

TRIANGLE
15’ x 15’

VISIBILITY

TRIANGLE
15’ x 15’

VISIBILITY

TRIANGLE
GARFIELD ST.

LA MESA BLVD
DAILEY RD.

EXISTING UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
PROPOSED UTILITIES;

REFER TO CIVIL
EXISTING TREE; PROTECT IN PLACE:

REFER TO L1.2
GENERAL UTILITY EASEMENT;

REFER TO CIVIL
PROPOSED FIRE ACCESS EASEMENT;

REFER TO CIVIL
PROPOSED DRY UTILITIES;

REFER TO ELECTRICAL
PROPOSED DRY UTILITY;

REFER TO ELECTRICAL

PROPOSED
DRY UTILITY;

REFER TO
ELECTRICAL October 14, 2022 discretionary review submittal #3.1 AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA
AS102 OPEN SPACE ANALYSIS PLAN
AS103 SITE ACCESSIBILITY PLAN
AS201 SITE DETAILS
DS101 SITE DEMOLITION PLAN
C-01 EXISTING CONDITIONS
C-02 GRADING AND UTILITIES
C-03 GRADING AND UTILITIES
C-04 GRADING AND UTILITIES
C-05 GRADING AND UTILITIES
C-06 UTILITIES
C-07 UTILITIES
C-08 FIRE HOSE PULL
C-09 EROSION CONTROL PLAN
L1.1 CONCEPTUAL LANDSCAPE PLAN
L1.1A CONCEPTUAL LANDSCAPE DETAILS
L1.2 CONCEPTUAL PLANTING PLAN
L1.3 CONCEPTUAL LANDSCAPE LEGEND
L1.4 CONCEPTUAL IRRIGATION PLAN
L1.5 EXISTING TREE PLAN
A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS
A102 BLDGS E,F FLOOR PLANS
A103 BLDGS G,H FLOOR PLANS
A104 BLDG J FLOOR PLANS
A105 BLDGS E,F,G,H,J ROOF PLANS
A201 FLAT UNIT FLOOR PLANS
A202 FLAT UNIT FLOOR PLANS
A203 TOWNHOUSE UNIT FLOOR PLANS
A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS
A302 BLDGS E,F EXTERIOR ELEVATIONS
A303 BLDGS G,H EXTERIOR ELEVATIONS
A304 BLDG J EXTERIOR ELEVATIONS
A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS
A311 STREET ELEVATIONS
A401 SITE SECTIONS
A501 PROJECT RENDERINGS
E1.1 SITE LIGHTING PLAN
E0.2 EXTERIOR LIGHT FIXTURE DATA
E0.3 EXTERIOR LIGHT FIXTURE DATA
sheet index DRB Final Submittal
February 22, 2023 February1, 2023

7 38
4 6
14 36
35 34
33 32
31 30
29 26
27 8 28
39 9
18 15
10 11
1 13
2 3 24 23 22
21 20
19 17
37 5
12 16
40 41
25 PL
R/W
R/W
PL
PL
PL
PL
PL
PL
R/W
R/W
PL
PL
PL
PL
PL
PL
PL
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number
consultant
architect seal consultant seal
sheet description
agency project number
hgw project number
date
project phase
project
revision schedule
1955 bacon street
san diego, ca 92107
619.523.8485
619.523.8487
www.architects-hgw.com '7 þ

A R C H I T E C T S
hanna gabriel wells
8/28/2012 8:49:45 AM
8875 La Mesa Blvd.

La Mesa, CA 91941

21.04 no. date description
Garfield and Dailey Apartments
October 14, 2022
2021-48
discretionary review submittal #3
L1.5

EXISTING TREE PLAN

EXISTING TREE LEGEND
NUMBER BOTANICAL NAME COMMON NAME CALIPER SIZE STATUS 1 AGONIS FLEXUOSA PEPPERMINT TREE 10" 20' W X 20' H REMOVE 2 CALLISTEMON VIMNALIS WEEPING BOTTLE BRUSH 18" 28' W X 35' H REMOVE 3 CALLISTEMON VIMNALIS WEEPING BOTTLE BRUSH 19" 30' W X 30' H REMOVE 4 CALLISTEMON VIMNALIS WEEPING BOTTLE BRUSH 18" 35' W X 35' H REMOVE 5 CALLISTEMON VIMNALIS WEEPING BOTTLE BRUSH 15" 35' W X 25' H REMOVE 6 CALLISTEMON VIMNALIS WEEPING BOTTLE BRUSH 18" 35' W X 35' H REMOVE 7 CALLISTEMON VIMNALIS WEEPING BOTTLE BRUSH 13" 10' W X 25' H REMOVE 8 CHAMAEROPS HUMILIS MEDITERRANEAN FAN PALM MULTI 10' W X 10' H REMOVE 9 CUPANIOPSIS ANACARDOIDES CARROTWOOD TREE 5" 17' W X 10' H REMOVE 10 CUPANIOPSIS ANACARDOIDES CARROTWOOD TREE 20" 32' W X 30' H REMOVE 11 CUPANIOPSIS ANACARDOIDES CARROTWOOD TREE 15" 28' W X 20' H REMOVE 12 CYCAS REVOLUTA SAGO PALM N/A 5' W X 5' H REMOVE
13 FICUS CARICA COMMON FIG TREE 5" 16' W X 20' H REMOVE 14 JACARANDA MIMOSIFOLIA JACARANDA TREE 24" 40' W X 50' H PROTECT IN PLACE; REFER TO L1.2 15 LIGUSTRUM JAPONICUM JAPANESE PRIVET N/A 8' W X 12' H REMOVE 16 PHOENIX ROEBELENII PYGMY DATE PALM MULTI 8' W X 8' H REMOVE 17 PHOENIX SYLVESTRIS SILVER DATE PALM N/A 10' W X 10' H REMOVE 18 PITTOSPORUM TOBIRA JAPANESE MOCK ORANGE 3" 10' W X 12' H REMOVE 19 PYRUS CALLERYANA 'BRADFORD' BRADFORD ORNAMENTAL PEAR 7" 17' W X 17' H REMOVE 20 PYRUS CALLERYANA 'BRADFORD' BRADFORD ORNAMENTAL PEAR 6" 17' W X 17' H REMOVE 21 PYRUS CALLERYANA 'BRADFORD' BRADFORD ORNAMENTAL PEAR 8" 17' W X 17' H REMOVE 22 PYRUS CALLERYANA 'BRADFORD' BRADFORD ORNAMENTAL PEAR 9" 17' W X 17' H REMOVE 23 PYRUS CALLERYANA 'BRADFORD' BRADFORD ORNAMENTAL PEAR 8" 17' W X 17' H REMOVE 24 PYRUS CALLERYANA 'BRADFORD' BRADFORD ORNAMENTAL PEAR 10" 22' W X 22' H REMOVE 25 SAMBUCUS MEXICANIA MEXICAN ELDERBERRY 3" 10' W X 12' H REMOVE 26 SYAGRUS ROMANZOFFIANUM QUEEN PALM 10" 30' W X 40' H REMOVE 27 SYAGRUS ROMANZOFFIANUM QUEEN PALM 11" 30' W X 40' H REMOVE 28 SYAGRUS ROMANZOFFIANUM QUEEN PALM 11" 30' W X 40' H REMOVE 29 TRACHYCARPUS FORTUNEI WINDMILL PALM 8" 10' W X 25' H REMOVE 30 TRACHYCARPUS FORTUNEI WINDMILL PALM 8" 10' W X 30' H REMOVE 31 TRACHYCARPUS FORTUNEI WINDMILL PALM 10" 10' W X 15' H REMOVE 32 TRACHYCARPUS FORTUNEI WINDMILL PALM 8" 10' W X 25' H REMOVE 33 TRACHYCARPUS FORTUNEI WINDMILL PALM 9" 10' W X 30' H REMOVE 34 TRACHYCARPUS FORTUNEI WINDMILL PALM 8" 10' W X 20' H REMOVE 35 TRACHYCARPUS FORTUNEI WINDMILL PALM 9" 10' W X 20' H REMOVE 36 TRACHYCARPUS FORTUNEI WINDMILL PALM 7" 10' W X 25' H REMOVE 37 WASHINGTONIA ROBUSTA MEXICAN FAN PALM N/A 5' W X 5' H REMOVE 38 WASHINGTONIA ROBUSTA MEXICAN FAN PALM N/A 4' W X 4' H REMOVE 39 WASHINGTONIA ROBUSTA MEXICAN FAN PALM N/A 3' W X 4' H REMOVE 40 WASHINGTONIA ROBUSTA MEXICAN FAN PALM N/A 5' W X 6' H REMOVE 41 WASHINGTONIA ROBUSTA MEXICAN FAN PALM N/A 4' W X 5' H REMOVE REFER TO SHEET L2.1

PROTECT IN PLACE
GARFIELD ST.

LA MESA BLVD
DAILEY RD. October 14, 2022 discretionary review submittal #3.1 AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA
AS102 OPEN SPACE ANALYSIS PLAN
AS103 SITE ACCESSIBILITY PLAN
AS201 SITE DETAILS
DS101 SITE DEMOLITION PLAN
C-01 EXISTING CONDITIONS
C-02 GRADING AND UTILITIES
C-03 GRADING AND UTILITIES
C-04 GRADING AND UTILITIES
C-05 GRADING AND UTILITIES
C-06 UTILITIES
C-07 UTILITIES
C-08 FIRE HOSE PULL
C-09 EROSION CONTROL PLAN
L1.1 CONCEPTUAL LANDSCAPE PLAN
L1.1A CONCEPTUAL LANDSCAPE DETAILS
L1.2 CONCEPTUAL PLANTING PLAN
L1.3 CONCEPTUAL LANDSCAPE LEGEND
L1.4 CONCEPTUAL IRRIGATION PLAN
L1.5 EXISTING TREE PLAN
A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS
A102 BLDGS E,F FLOOR PLANS
A103 BLDGS G,H FLOOR PLANS
A104 BLDG J FLOOR PLANS
A105 BLDGS E,F,G,H,J ROOF PLANS
A201 FLAT UNIT FLOOR PLANS
A202 FLAT UNIT FLOOR PLANS
A203 TOWNHOUSE UNIT FLOOR PLANS
A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS
A302 BLDGS E,F EXTERIOR ELEVATIONS
A303 BLDGS G,H EXTERIOR ELEVATIONS
A304 BLDG J EXTERIOR ELEVATIONS
A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS
A311 STREET ELEVATIONS
A401 SITE SECTIONS
A501 PROJECT RENDERINGS
E1.1 SITE LIGHTING PLAN
E0.2 EXTERIOR LIGHT FIXTURE DATA
E0.3 EXTERIOR LIGHT FIXTURE DATA
sheet index DRB Final Submittal
February 22, 2023 February1, 2023

0 2 4 8 01 first floor buildings A and C 1/8" = 1'-0" NO PARKING NO PARKING NO PARKING 0 2 4 8 05 first floor buildings B and D 1/8" = 1'-0" 02 0 2 4 8 second floor buildings A and C 1/8" = 1'-0" 06 0 2 4 8 second floor buildings B and D 1/8" = 1'-0" 0 2 4 8 03 third floor buildings A and C 1/8" = 1'-0" 0 2 4 8 07 third floor buildings B and D 1/8" = 1'-0" unit type 3-2-2R A/C301 unit type 3-2-1R A/C302 unit type 3-2-2 A/C304 unit type 3-2-1 A/C303 unit type 2-2-3R A/C201 unit type 2-2-3 A/C204 unit type 2-2-1 A/C202 unit type 2-2-2 A/C203 unit type 1-1A A/C101 unit type 1-1A A/C102 unit type 3-2-2R B/D301 unit type 3-2-1R B/D302 unit type 3-2-2 B/D304 unit type 3-2-1 B/D303 unit type 2-1-1R B/D201 unit type 2-1-2R B/D202 unit type 2-1-1 B/D205 unit type 2-1-2 B/D206 unit type 2-2-4 B/D203 unit type 2-2-5 B/D204 unit type 1-2A-1 (1-2A-2 sim) B/D101 DOWN
DOWN
DOWN

DOWN DOWN DOWN DOWN DOWN
UP
UP
UP
UP
UP
UP
UP
UP ONE CAR ACCESSIBLE PARKING ONE CAR ACCESSIBLE PARKING 4-CAR GARAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE ENTRY ENTRY ENTRY ENTRYENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY 1 REFER TO SHEETS A201 AND 202 FOR UNIT PLANS 2 REFER TO AS101 FOR FLOOR AREAS general notes ENTRY ENTRY BALCONY BALCONY BLDG A BLDG C BLDG A BLDG C BLDG A BLDG C BLDG B BLDG D BLDG B BLDG D BLDG B BLDG D 08 buildings B and D roof plan 1/8" = 1'-0" BLDG D BASED UPON CALIFORNIA ENERGY CODE 150.1(C)(14) FOR CLIMATE ZONE 7 TABLE 150.1-C ADJUSTMENT FACTOR = 0.572 = (A) TABLE 150.1-C DWELLING ADJUSTMENT FACTOR = 1.15 = (B) kVPV = (CFA x A)/1000 + (ND x B) CONDITIONED No. OF PV PANEL PV PANEL No. OF FLOOR DWELLING kW PV AREA AREA 435W kW PV BUILDING AREA (CFA) UNITS (NU) REQUIRED REQUIRED (SF) PROVIDED (SF) PANELS PROVIDED A 10,530 10 17.52 861 924 44 19.14 B 10,412 11 18.61 903 924 44 19.14 C 10,530 10 17.25 861 924 44 19.14 D 10,412 11 18.61 903 924 44 19.14 rooftop solar system calculations 89'-4" 89'-4" 40'-0"
40'-0"
TYPICAL 20'-0" 26'-012" 13'-1112" 20'-0"
14'-0" 6'-0" 6'-0"
14'-0"
4'-912"
6'-512"
6'-5 17'-0" 12" 17'-0" 13'-8"
13'-6" 12'-6"
40'-0"
6'-0"
6'-0" 13'-8" 20'-0" 26'-012" 13'-1112" 4'-8" 4'-8" 20'-0" 4'-8" 4'-8" 13'-8" 6'-0"
6'-512" 12'-4"
6'-512" 12'-4" 13'-8"
6'-0" 22'-4" 22'-4" 22'-4" 22'-4"
13'-0" 6'-0" 8'-0" 12'-0" 4'-8" 12'-1112" 12'-1" 12'-1112" 4'-8" 12'-0" 8'-0" 6'-0" 13'-0" 4'-912" 26'-6"
6'-512"
6'-512" 22'-4" 22'-4" 22'-4" 22'-4"
13'-0" 6'-0" 8'-0" 12'-0" 4'-8" 12'-1112" 12'-1" 12'-1112" 4'-8" 12'-0" 8'-0" 6'-0" 13'-0" 4'-912" 26'-512"
6'-512"
6'-512" 4-CAR GARAGE ONE CAR ACCESSIBLE PARKING 4-CAR GARAGE 4-CAR GARAGE 2-CAR GARAGE 40'-0" 20'-0" 20'-0" 4'-8" 20'-0" 20'-0" 4'-8" 20'-0" 20'-0" 4'-8" 4'-8" 20'-0" 20'-0" 20'-0"
20'-0" 20'-0" 0761 01 TYP 0754 01 TYP 2631 01 TYP 2381 01 TYP 0771 01 TYP 0772 01 TYP 0754|01 SINGLE-PLY MEMBRANE ROOFING AT LOW SLOPE ROOFS 0761|01 PREFINISHED METAL ROOFING WITH VERTICAL SEAMS AT 24" O.C. AT STEEP SLOPE ROOFS 0771|01 PREFINISHED SHEET METAL LEADER HEAD AND DOWNSPOUT 0772|01 ROOF HATCH 0862|01 TYPICAL UNIT SKYLIGHT 2381|01 ROOFTOP HVAC CONDENSER FOR INDIVIDUAL UNIT MINI SPLIT SYSTEM (SCREENED BEHIND PARAPETS) 2631|01 ROOFTOP PHOTOVOLTAIC PANEL ARRAY roof plan keynotes STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 0862 01 TYP 10'-8"19'-4" 9'-4" 9'-8" 9'-8" 9'-4" 10'-8" 19'-4"
19'-4"
19'-4"
19'-4" 19'-4" 9'-4" 9'-4"
19'-4" 19'-4" 9'-4" 9'-4"
19'-4" ENTRY ENTRY ENTRY 18'-8"
9'-4" 10'-0" 8'-0" 8'-0" 9'-4" 9'-8" 8'-0" 11'-0"19'-4" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 1'-0"
40'-0"
TYPICAL 0761 01 TYP 0754 01 TYP 2631 01 TYP 2381 01 TYP 0771 01 TYP 0772 01 TYP 0862 01 TYP 04 buildings A and C roof plan 1/8" = 1'-0" 0 2 4 8 BLDG A BLDG C 0 2 4 8 BLDG B © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 floor and roof plans buildings A, B, C and D A101 February 22, 2023 Page 246 of 752 0 2 4 8 01 first floor building E 1/8" = 1'-0" 04 first floor building F 1/8" = 1'-0" 02 0 2 4 8 second floor building E 1/8" = 1'-0" 05 0 2 4 8 second floor building F 1/8" = 1'-0" 0 2 4 8 03 third floor building E 1/8" = 1'-0" 0 2 4 8 06 third floor building F 1/8" = 1'-0" 0 2 4 8 unit type T-1R E105 unit type T-2R E104 unit type T-2R alt E103 unit type T-2 alt E102 unit type T-1 E101 unit type T-1R F106 unit type T-2R F105 unit type T-2R F104 unit type T-2R F103 unit type T-2 F102 unit type T-1 F101 ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ONE CAR GARAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 1 REFER TO SHEET A203 FOR UNIT PLANS 2 REFER TO AS101 FOR FLOOR AREAS general notes 80'-0" 16'-0" 16'-0" 16'-0" 15'-6" 16'-0" 40'-0"

TYPICAL
1'-3"
2'-6"
2'-6"
1'-3"
2'-6"
2'-6"
40'-0" 11'-10" 4'-2" 11'-10" 4'-2" 4'-2" 11'-10" 4'-2" 11'-10" 4'-2" 11'-10" 11'-312" 19'-1" 10'-1" 19'-612" 19'-612" 3'-912" 5'-0" 5'-0" 10'-1" ONE CAR GARAGE TANDEM GARAGE ONE CAR GARAGE ONE CAR GARAGE TANDEM GARAGE TANDEM GARAGE TANDEM GARAGE TANDEM GARAGE 15'-2" 7'-0" 10'-10" 10'-10"
7'-0" 10'-10" 15'-2"
6'-0"
7'-0"
6'-0" 96'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0"
1'-6"
1'-3"
1'-6"
1'-3"
40'-0"

TYPICAL
1'-6" 1'-3" 1'-3"
40'-0" 1'-6" ONE CAR GARAGE ONE CAR GARAGE 11'-10" 4'-2" 11'-10" 4'-2" 4'-2" 11'-10" 4'-2" 11'-10" 4'-2" 11'-10" 4'-2" 11'-10" 15'-2" 7'-0" 10'-10"
6'-0" 10'-10" 10'-10" 10'-10" 15'-2"
7'-0"
7'-0"
7'-0"
6'-0"
40'-0"

TYPICAL
40'-0"

TYPICAL
1'-0" TYP.
40'-0"

TYPICAL
40'-0"

TYPICAL
1'-0" TYP. 1'-0" TYP.
1'-0" TYP. PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY unit type T-1R E105 unit type T-2R E104 unit type T-2R alt E103 unit type T-2 alt E102 unit type T-1 E101 unit type T-1R F106 unit type T-2R F105 unit type T-2R F104 unit type T-2R F103 unit type T-2 F102 unit type T-1 F101 unit type T-1R E105 unit type T-2R E104 unit type T-2R alt E103 unit type T-2 alt E102 unit type T-1 E101 unit type T-1R F106 unit type T-2R F105 unit type T-2R F104 unit type T-2R F103 unit type T-2 F102 unit type T-1 F101 © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 floor plans buildings E and F A102 February 22, 2023 Page 247 of 752 01 first floor building G 1/8" = 1'-0" 0 2 4 8 02 second floor building G 1/8" = 1'-0" 0 2 4 8 03 third floor building G 1/8" = 1'-0" 0 2 4 8unit type T-2R adpt G107 unit type T-2R G106 unit type T-2 G105 unit type T-2 G104 unit type T-2 G103 unit type T-2 unit type G102 T-1 G101 ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY STORAGE STORAGE STORAGE STORAGE STORAGE 1 REFER TO SHEET A203 FOR UNIT PLANS 2 REFER TO AS101 FOR FLOOR AREAS general notes ONE CAR GARAGE TANDEM GARAGE TANDEM GARAGE TANDEM GARAGE112'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 40'-0"

TYPICAL
40'-0"

TYPICAL
2'-0"
1'-3"
1'-3"
2'-6" 15'-2"
6'-0"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10" 10'-10"
7'-0" 10'-10"
7'-0"
40'-0"

TYPICAL
40'-0"

TYPICAL
1'-0"
1'-0" TYP.
1'-0"
1'-0" TYP. 1'-0" TYP. PORCH PORCH PORCH PORCH PORCH PORCH PORCH BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY 1'-0" TYP. unit type T-2R G107 unit type T-2R G106 unit type T-2 G105 unit type T-2 G104 unit type T-2 G103 unit type T-2 unit type G102 T-1 G101 unit type T-2R G107 unit type T-2R G106 unit type T-2 G105 unit type T-2 G104 unit type T-2 G103 unit type T-2 unit type G102 T-1 G101 STORAGE TANDEM GARAGE TANDEM GARAGE STORAGE ONE CAR GARAGE © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 floor plans building G A103 February 22, 2023 Page 248 of 752 0 2 4 8 01 first floor building H 1/8" = 1'-0" 02 0 2 4 8 second floor building H 1/8" = 1'-0" 0 2 4 8 03 third floor building H 1/8" = 1'-0" unit type T-2 H104 unit type T-2 H103 unit type T-2 H102 unit type T-2 adpt H101 unit type T-2R adpt H112 unit type T-2R H111 unit type T-2R H110 unit type T-2 H109 unit type T-2 H108 unit type T-2 H107 ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY ENTRY STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE STORAGE 1 REFER TO SHEET A203 FOR UNIT PLANS 2 REFER TO AS101 FOR FLOOR AREAS general notes STORAGE ENTRY STORAGE ENTRY STORAGE unit type T-2R alt H105 unit type T-2R alt H106 TANDEM GARAGE TANDEM GARAGE TANDEM GARAGE TANDEM GARAGE TANDEM GARAGE TANDEM GARAGE 192'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 1'-3" 1'-3" ONE CAR GARAGE ONE CAR GARAGE
1'-0" TYP. 1'-0" TYP.
40'-0"

TYPICAL
1'-0" 40'-0"

TYPICAL
1'-0" 40'-0"
TYPICAL 16'-0" 16'-0" 16'-0" 16'-0" 16'-0" 16'-0"
1'-3"
1'-3"
1'-3"
1'-3"
2'-6"
1'-3"
1'-3"
1'-3"
1'-3"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" 10'-10"
7'-0" PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH PORCH 1'-0" TYP
1'-0" TYP BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY BALCONY unit type T-2 H104 unit type T-2 H103 unit type T-2 H102 unit type T-2 H101 unit type T-2R H112 unit type T-2R H111 unit type T-2R H110 unit type T-2 H109 unit type T-2 H108 unit type T-2 H107 unit type T-2R alt H105 unit type T-2R alt H106 unit type T-2 H104 unit type T-2 H103 unit type T-2 H102 unit type T-2 H101 unit type T-2R H112 unit type T-2R H111 unit type T-2R H110 unit type T-2 H109 unit type T-2 H108 unit type T-2 H107 unit type T-2R alt H105 unit type T-2R alt H106 TANDEM GARAGE TANDEM GARAGE ONE CAR GARAGE ONE CAR GARAGE © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 floor plans building H A104 February 22, 2023 Page 249 of 752 1 REFER TO SHEET A203 FOR UNIT PLANS 2 REFER TO AS101 FOR FLOOR AREAS general notes 01 building E roof plan 1/8" = 1'-0" 0 2 4 8 03 building G roof plan 1/8" = 1'-0" 0 2 4 8 05 0 2 4 8 building H roof plan 1/8" = 1'-0" 02 building F roof plan 1/8" = 1'-0" 0 2 4 8 rooftop solar system calculations BASED UPON CALIFORNIA ENERGY CODE 150.1(C)(14) FOR CLIMATE ZONE 7 TABLE 150.1-C ADJUSTMENT FACTOR = 0.572 = (A) TABLE 150.1-C DWELLING ADJUSTMENT FACTOR = 1.15 = (B) kVPV = (CFA x A)/1000 + (ND x B) CONDITIONED No. OF PV PANEL PV PANEL No. OF FLOOR DWELLING kW PV AREA AREA 435W kW PV BUILDING AREA (CFA) UNITS (NU) REQUIRED REQUIRED (SF) PROVIDED (SF) PV PANELS PROVIDED E 9,525 5 11.20 546 630 30 13.05 F 11,437 6 13.44 651 756 36 15.66 G 13,343 7 15.68 777 882 42 18,27 H 22,694 12 26.78 1,302 1,512 72 31.32 0754 01 TYP 2631 01 TYP 2381 01 TYP 0772 01 TYP 0754|01 SINGLE-PLY MEMBRANE ROOFING 0761|01 PREFINISHED METAL ROOFING WITH VERTICAL SEAMS AT 24" O.C. 0771|01 PREFINISHED SHEET METAL LEADER HEAD AND DOWNSPOUT 0772|01 ROOF HATCH 0862|01 TYPICAL UNIT SKYLIGHT 2381|01 ROOFTOP HVAC CONDENSER FOR INDIVIDUAL UNIT MINI SPLIT SYSTEM (SCREENED BY PARAPETS) 2631|01 ROOFTOP PHOTOVOLTAIC PANEL ARRAY roof plan keynotes 0754 01 TYP 2631 01 TYP 2381 01 TYP 0772 01 TYP 0862 01 TYP 0862 01 TYP 0754 01 TYP 2631 01 TYP 2381 01 TYP 0772 01 TYP 0862 01 TYP 0754 01 TYP 2631 01 TYP 2381 01 TYP 0772 01 TYP 0862 01 TYP © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 buildings E, F, G and H roof plans A105 February 22, 2023 Page 250 of 752 01 0 1 2 4 unit type 1-1A floor plan 1/4" = 1'-0" 02 unit type 1-2A-1 floor plan 1/4" = 1'-0" 0 1 2 4 03 unit type 1-2A-2 floor plan 1/4" = 1'-0" 0 1 2 4 04 0 1 2 4 unit type 2-2-1 floor plan 1/4" = 1'-0" 06 0 1 2 4 unit type 2-2-3 floor plan 05 0 1 2 4 1/4" = 1'-0" unit type 2-2-2 floor plan 1/4" = 1'-0" STUDIO BATH CLOSET LAUNDRY SHWR REF STOVE DW BED-1 KITCHEN BATH BATH CLOSET SHWR CLOSET STOVE REF BED-2 LIVING ENTRY TO GARAGE ENTRY TO GARAGE LAUNDRY BED-1 KITCHEN BATH BATH CLOSET SHWR CLOSET STOVE REF BED-2 LIVING ENTRY TO GARAGE LAUNDRY TUB/ SHWR TUB/ SHWR DINING DINING TO PATIO TO PATIO TO PATIO DW DW TUB/ SHWR BED-1 KITCHEN BATH BATH SHWR STOVE REF BED-2 LIVING ENTRY W/D TUB/ SHWR DINING BALCONY CLOSET CLOSET BED-1 KITCHEN BATH BATH SHWR CLOSET STOVE REF BED-2 LIVING ENTRY W/D TUB/ SHWR DINING BALCONY CLOSET CLOSET DW DW BED-1 KITCHEN BATH BATH SHWR CLOSET STOVE REF BED-2 LIVING ENTRY W/D DINING BALCONY CLOSETDW STORAGE STORAGE 20'-0" 20'-0" 40'-0" 40'-0"
20'-0"
20'-0" 1'-0" 17'-0" 12'-812" 3'-8"
1'-8"
4'-912" 20'-0" 21'-0"
8'-512" 7'-3" 4'-8" 13'-1112"
21'-0" 18'-4" 6'-512" 12'-1" 17'-712" 1'-0" 3'-8" 4'-8" 26'-012" 8'-512" 7'-3"
6'-512" 20'-0"
13'-6" 13'-0" 13'-6"
40'-0" 6'-0"
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 flat unit plans A201 February 22, 2023 Page 251 of 752 01 0 1 2 4 unit type 2-2-4 floor plan 1/4" = 1'-0" 02 0 1 2 4 unit type 2-2-5 floor plan 1/4" = 1'-0" 03 0 1 2 4 unit type 2-1-1 floor plan 1/4" = 1'-0" 04 0 1 2 4 unit type 2-1-2 floor plan 1/4" = 1'-0" 05 0 1 2 4 unit type 3-2-1 floor plan 1/4" = 1'-0" 06 0 1 2 4 unit type 3-2-2 floor plan 1/4" = 1'-0" BED-1 KITCHEN BATH BATH SHWR CLOSET STOVE REF BED-2 LIVING ENTRY W/D TUB/ SHWR DINING BALCONY CLOSET DW BED-1 KITCHEN BATH BATH SHWR CLOSET REF STOVE BED-2 LIVING ENTRY W/D TUB/ SHWR DINING BALCONY CLOSET DW BED-1 KITCHEN BATH BATH SHWR CLOSET REF STOVE BED-2 LIVING ENTRY W/D TUB/ SHWR DINING BALCONY CLOSET DW ENTRY LIVING BALCONY KITCHEN DINING DW REF STOVE W/D BED-2 BED-1 TUB/ SHWR BATH SHWR CLOSET CLOSET BATH BALCONY BALCONY DW LIVING SLEEPING CLOSET BATH TUB/ SHWR W/D KITCHEN DINING REF STOVE TUB/ SHWR W/D LIVINGBATH SLEEPINGCLOSET DW REF KITCHEN DINING STOVE ENTRY ENTRY STORAGE STORAGE 1'-0" 12'-4" 12'-812" 6'-512"
1'-8"
4'-912" 20'-0" 21'-0"
39'-4" 1'-0" 12'-1112"
18'-4" 21'-0" 12'-1" 712" 12'-4" 1'-0"
6'-512"
6'-0" 7'-5" 10'-1" 2'-6" 4'-8" 4'-112" 15'-1012"
20'-0" 13'-8" 11'-0" 4'-8" 4'-112" 15'-1012"
20'-0" 6'-0"
2'-6" 8'-7" 8'-11" 13'-8" 11'-0" 6'-012" 13'-1112"
6'-512" 16'-412" 18'-1112" 3'-0" 11'-8" 10'-8"
18'-012" 18'-1112" 3'-0" 10'-8" 11'-8"
26'-6" 13'-0" 1112" 2'-4" 20'-0" 6'-0"
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 flat unit plans A202 February 22, 2023 Page 252 of 752 01 0 1 2 4 unit type T-1 first floor plan 1/4" = 1'-0" 03 0 1 2 4 unit type T-1 third floor plan 02 1/4" = 1'-0" 0 1 2 4 unit type T-1 second floor plan 1/4" = 1'-0" 04B 0 1 2 4 unit type T-2 first floor plan 1/4" = 1'-0" 06 0 1 2 4 unit type T-2 third floor plan 05 0 1 2 4 1/4" = 1'-0" unit type T-2 second floor plan 1/4" = 1'-0" BONUS ROOM CLOSET 1-CAR GARAGE STORAGE

UP ENTRY BALCONY DWLIVING DINING W/C CLOSET BATH SHWR W/D KITCHEN REF STOVE W/C BUILT-IN LINEN BEDROOM LOFT OPEN TO BELOW

UP DOWN
DOWN 2-CAR GARAGE STORAGE
UP ENTRY BALCONY DWLIVING DINING W/C CLOSET BATH SHWR W/D KITCHEN REF STOVE BED-2 BUILT-IN LINEN BED-1

UP DOWN
DOWN CLOSET BATH TUB/ SHWR 04A 0 1 2 4 unit type T-2 alternate first floor plan 1/4" = 1'-0" 1-CAR GARAGE STORAGE BONUS ROOM

UP BALCONY BELOW BALCONY ROOF BELOW
40'-0"
20'-5" 11'-312" 4'-2" 11'-10" 16'-0"
40'-0" 4'-2" 11'-10" 16'-0"
40'-0" 11'-10" 4'-2" 16'-0"
40'-0" 4'-2" 11'-10" 16'-0"
7'-0"
6'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
19'-612" 11'-512" 19'-612" 4'-2" 11'-10" 16'-0"
1'-0"
40'-0" 14'-812 1'-3 " 12" 16'-512"
6'-0" 40'-0"
40'-0" 16'-0" 512"

UP STEPS AND
UP LANDING (WHERE THEY OCCUR) PER SLAB EDGE PLANS STEPS AND LANDING (WHERE THEY OCCUR) PER SLAB EDGE PLANS CLOSET 1-CAR GARAGE STORAGE

UPBONUS ROOM
40'-0"
20'-5" 11'-312" 4'-2" 11'-10" 16'-0"
1'-0"
UP STEPS AND LANDING (WHERE THEY OCCUR) PER SLAB EDGE PLANS CLOSET POWDER ROOM 04A 0 1 2 4 unit type T-2 adaptable first floor plan 1/4" = 1'-0" © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 townhouse unit plans A203 February 22, 2023 Page 253 of 752 02 0 2 4 8 buildings B and D elevations 1/8" = 1'-0" 0420 01 TYP 0000 0000 0000 0000 0000 0000 01 0 2 4 8 buildings A and C elevations 1/8" = 1'-0" (A) BUILDING A NORTHWEST BUILDING C WEST (C) BUILDING A SOUTHEAST BUILDING C EAST (B) BUILDING A SOUTHWEST BUILDING C SOUTH (D) BUILDING A NORTHEAST BUILDING C NORTH 0000 0000 0000 0000 0000 0000 (A) BUILDING B NORTH (OPPOSITE HAND) BUILDING D SOUTH (C) BUILDING B SOUTH (OPPOSITE HAND) BUILDING D NORTH (B) BUILDING B EAST (OPPOSITE HAND) BUILDING D EAST (D) BUILDING B WEST (OPPOSITE HAND) BUILDING D WEST FIRST FLOOR PER CIVIL DWG SECOND FLOOR +10.50 THIRD FLOOR +21.00 MAXIMUM HEIGHT +39.50 10'-6" 10'-6" 18'-6" FIRST FLOOR PER CIVIL DWG SECOND FLOOR +10.50 THIRD FLOOR +21.00 MAXIMUM HEIGHT +39.5010'-6" 10'-6" 18'-6" FIRST FLOOR PER CIVIL DWG SECOND FLOOR +10.50 THIRD FLOOR +21.00 MAXIMUM HEIGHT +39.5010'-6" 10'-6" 18'-6" FIRST FLOOR PER CIVIL DWG SECOND FLOOR +10.50 THIRD FLOOR +21.00 MAXIMUM HEIGHT +39.5010'-6" 10'-6" 18'-6" 0420|01 RCP SINGLE-SCORED 8 x 8 x 16 CONCRETE MASONRY UNIT (COLOR "PUEBLO") 0420|02 MASONRY OPENING 0552|01 PAINTED STEEL PORCH/BALCONY RAILINGS (1 x 2 FRAME WITH 1/2"Ø VERTICAL PICKETS AT 4" O.C.) 0742|01 PAINTED FIBER CEMENT 24" x 48" SMOOTH TEXTURE WALL PANEL RAIN SCREEN SYSTEM 0746|01 PAINTED FIBER-CEMENT SMOOTH TEXTURE LAP SIDING RAIN SCREEN WITH 4" EXPOSURE 0761|01 PREFINISHED METAL ROOFING WITH VERTICAL SEAMS AT 24" O.C. 0762|01 PREFINISHED SHEET METAL FASCIA TRIM AND FLASHING 0762|02 PREFINISHED SHEET METAL SOFFIT PANEL SYSTEM 0771|01 PREFINISHED SHEET METAL LEADER HEAD AND DOWNSPOUT 0811|01 PAINTED HOLLOW METAL DOORS AND FRAMES 0814|01 PAINTED WOOD ENTRANCE DOOR WITH LIGHT (TEMPERED INSULATED GLASS WITH FROSTED FILM ON INTERIOR) 0816|01 COMPOSITE FRENCH DOORS 0832|01 COMPOSITE SLIDING GLASS DOOR WITH LOW-E TEMPERED CLEAR GLAZING 0836|01 PREFINISHED METAL OVERHEAD SECTIONAL GARAGE DOOR WITH SMOOTH TEXTURED FLUSH PANELS 0843|01 PAINTED ALUMINUM STOREFRONT SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0854|01 COMPOSITE WINDOW SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0924|01 CEMENT PLASTER SCRATCH AND BROWN COAT WITH SMOOTH-TROWELED INTEGRAL COLOR ACRYLIC TOP COAT 0924|02 CEMENT PLASTER CONTROL JOINTS 0991|01 PAINTED EXTERIOR ACCENT WALL 1014|01 6" HIGH PAINTED ALUMINUM ADDRESS NUMBERS 1014|02 PROJECT SIGN WITH 16" HIGH PAINTED ALUMINUM CHARACTERS 3231|01 MAXIMUM 36" HIGH CMU BLOCK GARDEN WALL/PORCH BASE (TO MATCH 0420|01) s h e e t k e y n o t e s 0420 01 TYP 0420 01 TYP 0420 01 TYP 0552 01 TYP O746 01 TYP O762 01 TYP O761 01 TYP O762 01 TYP O761 01 TYP O746 01 TYP O762 01 TYP O761 01 TYP O762 01 TYP O761 01 TYP 0771 03 TYP 0762 02 TYP 0762 01 TYP 0771 03 TYP 0762 02 TYP 0762 01 TYP 0420 02 TYP 0814 01 TYP 0832 01 TYP 0420 02 TYP 0814 01 TYP 0832 01 TYP 0811 01 TYP 0811 01 TYP 0832 01 TYP 0832 01 TYP 0832 01 TYP 0924 02 TYP 0924 02 TYP 0924 02 TYP 0924 02 TYP 1014 01 TYP 1014 01 TYP 1014 01 TYP 1014 01 TYP 0924 01 TYP 0851 01 TYP 0552 01 TYP 0924 01 TYP 0851 01 TYP 0924 01 TYP 0924 01 TYP 0924 01 TYP O762 01 TYP 0762 01 TYP 0552 01 TYP 0762 01 TYP 0762 01 TYP 0991 01 TYP 0552 01 TYP 39'-6"

MAXIMUM BUILDING HEIGHT
39'-6"

MAXIMUM BUILDING HEIGHT
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '
7 þ A R C H I T E C T S hanna gabriel wells
8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 buildings A, B, C and D exterior elevations A301 February 22, 2023 Page 254 of 752 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 01 0 2 4 8 building E elevations 1/8" = 1'-0" (A) SOUTHEAST (C) NORTHWEST (B) NORTHEAST (DAILEY) (D) SOUTHWEST 0000 0000 0000 0000 8875 0000 0000 0000 0000 0000 0000 0000 0000 8875 (A) NORTHEAST (C) SOUTHWEST (B) NORTHWEST (LA MESA BLVD) (D) SOUTHEAST 02 0 2 4 8 building F elevations 1/8" = 1'-0" FIRST FLOOR 574.4 SECOND FLOOR 584.23 THIRD FLOOR 595.40 9'-10" 11'-2" FIRST FLOOR (GARAGE) 575.00 FIRST FLOOR 573.00 SECOND FLOOR 582.83 THIRD FLOOR 594.00 MAXIMUM HEIGHT 612.50 9'-10" 11'-2" 18'-6" FIRST FLOOR (GARAGE) 573.50 SECOND FLOOR 582.83 THIRD FLOOR 594.00 9'-4" 11'-2" FIRST FLOOR 573.00 FIRST FLOOR 574.40 FIRST FLOOR (GARAGE) 573.50 FIRST FLOOR (GARAGE) 575.00 SECOND FLOOR 584.33 THIRD FLOOR 595.50 MAXIMUM HEIGHT 612.50 9'-4" 11'-2" 17'-0" FIRST FLOOR (GARAGE) 572.50 FIRST FLOOR 570.00 FIRST FLOOR 570.25 FIRST FLOOR (GARAGE) 572.00 FIRST FLOOR 570.00 SECOND FLOOR 581.33 THIRD FLOOR 592.50 MAXIMUM HEIGHT 610.00 11'-4" 11'-2" 17'-6" FIRST FLOOR 570.25 FIRST FLOOR (GARAGE) 572.00 FIRST FLOOR (GARAGE) 572.50 SECOND FLOOR 581.83 THIRD FLOOR 593.00 MAXIMUM HEIGHT 610.00 9'-4" 11'-2" 17'-0" SECOND FLOOR 581.33 THIRD FLOOR 592.50 9'-4" 11'-2" SECOND FLOOR 581.83 THIRD FLOOR 593.00
11'-7" 11'-2" FIRST FLOOR 575.00 FIRST FLOOR 573.50 FIRST FLOOR 572.50 FIRST FLOOR 572.00 0420|01 RCP SINGLE-SCORED 8 x 8 x 16 CONCRETE MASONRY UNIT (COLOR "PUEBLO") 0420|02 MASONRY OPENING 0552|01 PAINTED STEEL PORCH/BALCONY RAILINGS (1 x 2 FRAME WITH 1/2"Ø VERTICAL PICKETS AT 4" O.C.) 0742|01 PAINTED FIBER CEMENT 24" x 48" SMOOTH TEXTURE WALL PANEL RAIN SCREEN SYSTEM 0746|01 PAINTED FIBER-CEMENT SMOOTH TEXTURE LAP SIDING RAIN SCREEN WITH 4" EXPOSURE 0761|01 PREFINISHED METAL ROOFING WITH VERTICAL SEAMS AT 24" O.C. 0762|01 PREFINISHED SHEET METAL FASCIA TRIM AND FLASHING 0762|02 PREFINISHED SHEET METAL SOFFIT PANEL SYSTEM 0771|01 PREFINISHED SHEET METAL LEADER HEAD AND DOWNSPOUT 0811|01 PAINTED HOLLOW METAL DOORS AND FRAMES 0814|01 PAINTED WOOD ENTRANCE DOOR WITH LIGHT (TEMPERED INSULATED GLASS WITH FROSTED FILM ON INTERIOR) 0816|01 COMPOSITE FRENCH DOORS 0832|01 COMPOSITE SLIDING GLASS DOOR WITH LOW-E TEMPERED CLEAR GLAZING 0836|01 PREFINISHED METAL OVERHEAD SECTIONAL GARAGE DOOR WITH SMOOTH TEXTURED FLUSH PANELS 0843|01 PAINTED ALUMINUM STOREFRONT SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0854|01 COMPOSITE WINDOW SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0924|01 CEMENT PLASTER SCRATCH AND BROWN COAT WITH SMOOTH-TROWELED INTEGRAL COLOR ACRYLIC TOP COAT 0924|02 CEMENT PLASTER CONTROL JOINTS 0991|01 PAINTED EXTERIOR ACCENT WALL 1014|01 6" HIGH PAINTED ALUMINUM ADDRESS NUMBERS 1014|02 PROJECT SIGN WITH 16" HIGH PAINTED ALUMINUM CHARACTERS 3231|01 MAXIMUM 36" HIGH CMU BLOCK GARDEN WALL/PORCH BASE (TO MATCH 0420|01) s h e e t k e y n o t e s 0762 02 TYP 0762 01 TYP 0924 02 TYP 0924 01 TYP 0851 01 TYP 0552 01 TYP 0924 01 TYP 0843 01 TYP 0762 01 TYP 0742 01 TYP 0762 02 TYP 0762 01 TYP 0924 01 TYP 0742 01 TYP 0814 01 TYP 0843 01 TYP 0762 01 TYP 0924 01 TYP 0746 01 TYP 0843 01 TYP 0762 01 TYP 0924 01 TYP 0924 02 TYP 0832 01 TYP 0552 01 TYP 0836 01 TYP 0811 01 TYP 0762 02 TYP 0762 01 TYP 0924 02 TYP 0924 01 TYP 0851 01 TYP 0552 01 TYP 0924 01 TYP 0843 01 TYP 0762 01 TYP 0742 01 TYP 0762 02 TYP 0762 01 TYP 0924 01 TYP 0742 01 TYP 0814 01 TYP 0843 01 TYP 0762 01 TYP 0924 01 TYP 0746 01 TYP 0843 01 TYP 0762 01 TYP 0924 01 TYP 0924 02 TYP 0832 01 TYP 0552 01 TYP 0836 01 TYP 0811 01 TYP 0746 01 TYP 0991 01 TYP 0991 01 TYP 0991 01 TYP 0991 01 TYP 1014 01 TYP 1014 01 TYP 1014 01 TYP1014 01 TYP 0816 01 TYP 1014 02 1014 02 3231 01 TYP 3231 01 TYP 1082 01 TYP 1082 01 TYP 1082 01 TYP 1082 01 TYP 1082 01 TYP 1082 01 TYP 0522 01 TYP 3231 01 TYP 3231 01 TYP 3231 01 TYP 3231 01 TYP 39'-6"

MAXIMUM BUILDING HEIGHT
39'-0"
39'-9"

MAXIMUMBUILDING HEIGHT
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 buildings E and F exterior elevations A302 February 22, 2023 Page 255 of 752 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 01 0 2 4 8 building G elevations 1/8" = 1'-0" (A) NORTH (C) SOUTH (B) WEST (GARFIELD) (D) EAST FIRST FLOOR (GARAGE) 572.00 SECOND FLOOR 581.33 THIRD FLOOR 592.50 MAXIMUM HEIGHT 609.50 9'-4" 11'-2" 17'-0" FIRST FLOOR (GARAGE) 572.00 FIRST FLOOR 572.00 FIRST FLOOR 569.83 SECOND FLOOR 581.33 THIRD FLOOR 592.50 MAXIMUM HEIGHT 609.509'-4" 11'-2" 17'-0" FIRST FLOOR 572.00 0420|01 RCP SINGLE-SCORED 8 x 8 x 16 CONCRETE MASONRY UNIT (COLOR "PUEBLO") 0420|02 MASONRY OPENING 0552|01 PAINTED STEEL PORCH/BALCONY RAILINGS (1 x 2 FRAME WITH 1/2"Ø VERTICAL PICKETS AT 4" O.C.) 0742|01 PAINTED FIBER CEMENT 24" x 48" SMOOTH TEXTURE WALL PANEL RAIN SCREEN SYSTEM 0746|01 PAINTED FIBER-CEMENT SMOOTH TEXTURE LAP SIDING RAIN SCREEN WITH 4" EXPOSURE 0761|01 PREFINISHED METAL ROOFING WITH VERTICAL SEAMS AT 24" O.C. 0762|01 PREFINISHED SHEET METAL FASCIA TRIM AND FLASHING 0762|02 PREFINISHED SHEET METAL SOFFIT PANEL SYSTEM 0771|01 PREFINISHED SHEET METAL LEADER HEAD AND DOWNSPOUT 0811|01 PAINTED HOLLOW METAL DOORS AND FRAMES 0814|01 PAINTED WOOD ENTRANCE DOOR WITH LIGHT (TEMPERED INSULATED GLASS WITH FROSTED FILM ON INTERIOR) 0816|01 COMPOSITE FRENCH DOORS 0832|01 COMPOSITE SLIDING GLASS DOOR WITH LOW-E TEMPERED CLEAR GLAZING 0836|01 PREFINISHED METAL OVERHEAD SECTIONAL GARAGE DOOR WITH SMOOTH TEXTURED FLUSH PANELS 0843|01 PAINTED ALUMINUM STOREFRONT SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0854|01 COMPOSITE WINDOW SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0924|01 CEMENT PLASTER SCRATCH AND BROWN COAT WITH SMOOTH-TROWELED INTEGRAL COLOR ACRYLIC TOP COAT 0924|02 CEMENT PLASTER CONTROL JOINTS 0991|01 PAINTED EXTERIOR ACCENT WALL 1014|01 6" HIGH PAINTED ALUMINUM ADDRESS NUMBERS 1014|02 PROJECT SIGN WITH 16" HIGH PAINTED ALUMINUM CHARACTERS 3231|01 MAXIMUM 36" HIGH CMU BLOCK GARDEN WALL/PORCH BASE (TO MATCH 0420|01) s h e e t k e y n o t e s 0762 02 TYP 0762 01 TYP 0924 02 TYP 0924 01 TYP 0851 01 TYP 0924 01 TYP 0843 01 TYP 0762 01 TYP 0742 01 TYP 0762 02 TYP 0762 01 TYP 0924 01 TYP 0742 01 TYP 0814 01 TYP 0843 01 TYP 1082 01 TYP 0924 01 TYP 0746 01 TYP 0843 01 TYP 0762 01 TYP 0924 01 TYP 0924 02 TYP 0832 01 TYP 0552 01 TYP 0836 01 TYP 0811 01 TYP 0746 01 TYP 0762 01 TYP 0924 01 TYP 0924 02 TYP 0552 01 TYP 0746 01 TYP 0762 01 TYP 0762 01 TYP 0991 01 TYP 1014 01 TYP 1014 01 TYP 0816 01 TYP 3231 01 TYP 3231 01 TYP 3231 01 TYP 0762 01 TYP 1082 01 TYP 1082 01 TYP 0552 01 TYP 0552 01 TYP 3231 01 TYP FIRST FLOOR 569.50 40'-0"

MAXIMUMBUILDING HEIGHT
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 buildings G exterior elevations A303 February 22, 2023 Page 256 of 752 0 000
0000
0000
0000 0
000 0
000 0
000 0
000
0000 0
000
0000 0
000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 01 0 2 4 8 building H elevations 1/8" = 1'-0" (C) SOUTH (A) NORTH (B) WEST (GARFIELD) (D) EAST FIRST FLOOR (GARAGE) 572.50 SECOND FLOOR 581.83 THIRD FLOOR 593.00 MAXIMUM HEIGHT 610.00 9'-4" 11'-2" 17'-0" FIRST FLOOR 573.00 SECOND FLOOR 582.33 THIRD FLOOR 593.50 MAXIMUM HEIGHT 610.509'-4" 11'-2" 17'-0" 0420|01 RCP SINGLE-SCORED 8 x 8 x 16 CONCRETE MASONRY UNIT (COLOR "PUEBLO") 0420|02 MASONRY OPENING 0552|01 PAINTED STEEL PORCH/BALCONY RAILINGS (1 x 2 FRAME WITH 1/2"Ø VERTICAL PICKETS AT 4" O.C.) 0742|01 PAINTED FIBER CEMENT 24" x 48" SMOOTH TEXTURE WALL PANEL RAIN SCREEN SYSTEM 0746|01 PAINTED FIBER-CEMENT SMOOTH TEXTURE LAP SIDING RAIN SCREEN WITH 4" EXPOSURE 0761|01 PREFINISHED METAL ROOFING WITH VERTICAL SEAMS AT 24" O.C. 0762|01 PREFINISHED SHEET METAL FASCIA TRIM AND FLASHING 0762|02 PREFINISHED SHEET METAL SOFFIT PANEL SYSTEM 0771|01 PREFINISHED SHEET METAL LEADER HEAD AND DOWNSPOUT 0811|01 PAINTED HOLLOW METAL DOORS AND FRAMES 0814|01 PAINTED WOOD ENTRANCE DOOR WITH LIGHT (TEMPERED INSULATED GLASS WITH FROSTED FILM ON INTERIOR) 0816|01 COMPOSITE FRENCH DOORS 0832|01 COMPOSITE SLIDING GLASS DOOR WITH LOW-E TEMPERED CLEAR GLAZING 0836|01 PREFINISHED METAL OVERHEAD SECTIONAL GARAGE DOOR WITH SMOOTH TEXTURED FLUSH PANELS 0843|01 PAINTED ALUMINUM STOREFRONT SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0854|01 COMPOSITE WINDOW SYSTEM WITH LOW-E TEMPERED CLEAR GLAZING 0924|01 CEMENT PLASTER SCRATCH AND BROWN COAT WITH SMOOTH-TROWELED INTEGRAL COLOR ACRYLIC TOP COAT 0924|02 CEMENT PLASTER CONTROL JOINTS 0991|01 PAINTED EXTERIOR ACCENT WALL 1014|01 6" HIGH PAINTED ALUMINUM ADDRESS NUMBERS 1014|02 PROJECT SIGN WITH 16" HIGH PAINTED ALUMINUM CHARACTERS 3231|01 MAXIMUM 36" HIGH CMU BLOCK GARDEN WALL/PORCH BASE (TO MATCH 0420|01) s h e e t k e y n o t e s 0814 01 TYP 0762 01 TYP 0924 01 TYP 0746 01 TYP 0843 01 TYP 0924 02 TYP 0832 01 TYP 0552 01 TYP 0762 01 TYP 0924 01 TYP 0924 02 TYP 0552 01 TYP 0746 01 TYP 0762 01 TYP 0762 01 TYP 0991 01 TYP 0762 01 TYP 0924 01 TYP 0924 02 TYP 0832 01 TYP 0552 01 TYP 0836 01 TYP 0811 01 TYP 0746 01 TYP 0991 01 TYP 1014 01 TYP 1014 01 TYP 03 0 2 4 8 building H elevations 1/8" = 1'-0" 02 0 2 4 8 building H elevations 1/8" = 1'-0" FIRST FLOOR 572.50 SECOND FLOOR 581.83 THIRD FLOOR 593.00 MAXIMUM HEIGHT 610.00 9'-4" 11'-2" 17'-0" 0816 01 TYP 0816 01 TYP 0552 01 TYP FIRST FLOOR 573.00 SECOND FLOOR 582.33 THIRD FLOOR 593.50 MAXIMUM HEIGHT 610.5 9'-4" 11'-2" 17'-0" 3231 01 TYP FIRST FLOOR 572.50 SECOND FLOOR 581.83 THIRD FLOOR 593.00 MAXIMUM HEIGHT 610.009'-4" 11'-2" 17'-0" FIRST FLOOR 573.00 SECOND FLOOR 582.33 THIRD FLOOR 593.50 MAXIMUM HEIGHT 610.509'-4" 11'-2" 17'-0" FIRST FLOOR 570.83 2'-2"
39'-8"
MAXIMUMBUILDING HEIGHT 3231 01 TYP
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '
7 þ A R C H I T E C T S hanna gabriel wells
8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 building H exterior elevations A304 February 22, 2023 Page 257 of 752 0000 0000 0000 0000 8875 0000 0000 TOTAL AREA OF FRONTAGE (LENGTH OF BUILDING x FIRST FLOOR HEIGHT FROM FLOOR TO CEILING) = 868 SF TOTAL AREA OF WINDOWS WITH CLEAR GLASS (2x33)+(4x17)=134 SF TOTAL AREA OF RECESSED ENTRIES 44+69+(2x35)+43= 226 SF TOTAL AREA OF RESIDENTIAL STOOPS 22+74 = 96 SF TOTAL 456 SF PERCENTAGE OF GLAZED/RECESSED/ENTRY AREA 456/868=52.53% Building F ground floor building frontage area calculation FIRST FLOOR 570.00 SECOND FLOOR 581.33 THIRD FLOOR 592.50 MAXIMUM HEIGHT 610.00 11'-4" 11'-2" 17'-6" FIRST FLOOR 570.25 SECOND FLOOR 581.83 THIRD FLOOR 593.00 11'-7" 11'-2" 01 0 2 4 8 Building F - La Mesa Boulevard Frontage 1/8" = 1'-0" 0000 0000 0000 0000 0000 0000 0000 FIRST FLOOR 569.83 SECOND FLOOR 581.33 THIRD FLOOR 592.50 MAXIMUM HEIGHT 609.50 9'-4" 11'-2" 17'-0" FIRST FLOOR 572.00 FIRST FLOOR 569.50 02 0 2 4 8 Building G - Garfield Street Frontage 1/8" = 1'-0" 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 FIRST FLOOR 573.00 SECOND FLOOR 582.33 THIRD FLOOR 593.50 MAXIMUM HEIGHT 610.50 9'-4" 11'-2" 17'-0" FIRST FLOOR 572.50 SECOND FLOOR 581.83 THIRD FLOOR 593.00 MAXIMUM HEIGHT 610.00 9'-4" 11'-2" 17'-0" 03 0 2 4 8 Building H/J - Garfield Street Frontage 1/8" = 1'-0" FIRST FLOOR 572.50 FIRST FLOOR 572.00 AREA OF FIRST FLOOR FRONTAGE building frontage area hatch legend AREA OF CLEAR GLAZED WINDOWS AREA OF RECESSED ENTRIES AREA OF RESIDENTIAL STOOPS TOTAL AREA OF FRONTAGE (LENGTH OF BUILDING x FIRST FLOOR HEIGHT FROM FLOOR TO CEILING) = 1,009 SF TOTAL AREA OF WINDOWS WITH CLEAR GLASS 33+19+(5x17)= 137 SF TOTAL AREA OF RECESSED ENTRIES 45+69 +(3x35)+44= 263 SF TOTAL AREA OF RESIDENTIAL STOOPS 129+73= 202 SF TOTAL 602 SF PERCENTAGE OF GLAZED/RECESSED/ENTRY AREA 602 /1,009=59.66% Building G ground floor building frontage area calculation TOTAL AREA OF FRONTAGE (LENGTH OF BUILDING x FIRST FLOOR HEIGHT FROM FLOOR TO CEILING) = 1,744 SF TOTAL AREA OF WINDOWS WITH CLEAR GLASS (4x19)+(8x17)=212 SF TOTAL AREA OF RECESSED ENTRIES 44+45+(8x35)+88= 457 SF TOTAL AREA OF RESIDENTIAL STOOPS 115+70+100= 285 SF TOTAL 954 SF PERCENTAGE OF GLAZED/RECESSED/ENTRY AREA 954 /1,744=54.7% Building G/J ground floor building frontage area calculation 1. REQUIREMENTS FOR PERCENTAGE OF GROUND FLOOR BUILDING FRONTAGE WITH 50% CLEAR GLASS, RECESSED ENTRIES AND RESIDENTIAL STOOPS DO NOT APPLY TO BUILDINGS A, B, C, D, AND E AS THEIR STREET FRONTAGES DO NOT HAVE PEDESTRIAN REALMS. ONLY BUILDINGS FRONTING LA MESA BOULEVARD AND GARFIELD STREETS (F, G AND H/J) ARE REQUIRED TO MEET THIS PERCENTAGE REGULATION. sheet general notes 2'-2"
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 percentage of ground floor frontage calculations A305 February 22, 2023 Page 258 of 752 04 garfield street elevation 1" = 20'-0" 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 0000 03 0 5 10 20 la mesa boulevard elevation 1" = 20'-0" 02 dailey road elevation 01 1" = 20'-0" daily road elevation 1" = 20'-0" 0 5 10 20 0 5 10 20 0 5 10 20 24'-0" 10'-0" DRIVEWAY BUILDING H TOWNHOMES BUILDING G 12'-0" TOWNHOMES ⅊ ⅊ ⅊ ⅊ ⅊ BUILDING A 20'-0" DRIVEWAY SHADE STRUCTURE BUILDING E BUILDING F 5'-0" 24'-0" DRIVEWAY 10'-0" 10'-0" ℄ BUILDING F 12'-0" PED. REALM ⅊ 5'-0" ⅊ 20'-0" DAILEY RD R.O.W. ℄ 100'-0" LA MESA BLVD. R.O.W. 8875 12'-0" PED. REALM MIN. SETBACK

SIDE SETBACK

REAR SETBACK

FACE OF BLDG

SIDE SETBACK

SIDE SETBACK
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 street elevations A311 February 22, 2023 Page 259 of 752 0000 0000 0000 0000 0000 0000 0000 0000 FIRST FLOOR 572.00 01 site section 1" = 20'-0" 0 5 10 20 ℄ ⅊ ⅊ BUILDING A ⅊ ⅊ 20'-0" BUILDING A DRIVE AISLE 9'-0" PARKING COMMON OPEN SPACE 02 site section 1" = 20'-0" 0 5 10 20 03 site section 1" = 20'-0" 0 5 10 20 0000 0000 ℄ ⅊ ⅊ VARIES FROM 11'-2" TO 15'-2" 25'-0" DAILEY RD R.O.W. BUILDING E DRIVE AISLE TRASH DRIVE AISLE BUILDING B PARKING BUILDING C PARKING BUILDING D DRIVE AISLE PARKING 5'-0" RECYCLE DAILEY ROAD R.O.W. 13'-4" 04 site section 1" = 20'-0" 0 5 10 20 ⅊ ⅊ ℄ BUILDING G ℄ 24'-0" FIRE LANE 12'-0" PED. BUILDING B REALM 5'-0" 25'-0" GARFIELD ST R.O.W. 10'-0" 10'-0" 10'-0" ⅊ ⅊ ℄ BUILDING H ℄ 24'-0" FIRE LANE BUILDING C SHADE STRUCTURE 12'-0" PED. REALM 5'-0" COMMON AREA OPEN SPACE 25'-0" GARFIELD ST R.O.W. 10'-0" 05 site section 1" = 20'-0" 0 5 10 20 ⅊ 50'-0" LA MESA BLVD. R.O.W. 12'-0" PEDESTRIAN REALM ℄ 06 la mesa blvd streetscape section 1" = 10'-0" 0 2.5 5 10 FACE OF CURB FRONT PORCH BALCONY ROOF 0 2.5 5 10 12'-0" PED. REALM 5'-0" 25'-0" GARFIELD ST R.O.W. ℄ ⅊ F.O. CURB FRONT PORCH BALCONY ROOF 08 garfield streetscape section 1" = 10'-0" 0 2.5 5 10 09 garfield streetscape section 07 1" = 10'-0" 0 2.5 5 10 la mesa blvd streetscape section 1" = 10'-0" ⅊ 5'-0" 50'-0" LA MESA BLVD. R.O.W. 12'-0" PEDESTRIAN REALM ℄ FACE OF CURB ENTRY/ PORCH BALCONY ROOF ROOF 2'-6" 2'-6" 5'-0" SECOND FLOOR 581.33 THIRD FLOOR 592.50 FIRST FLOOR 570.25 SECOND FLOOR 581.75 THIRD FLOOR 592.92 FIRST FLOOR 573.00 SECOND FLOOR 582.33 THIRD FLOOR 593.5 5'-0" 12'-0" PED. REALM 5'-0" 25'-0" GARFIELD ST R.O.W. ℄ ⅊ F.O. CURB FRONT PORCH BALCONYROOF FIRST FLOOR 572.00 SECOND FLOOR 581.33 THIRD FLOOR 592.5 2'-6" 4'-6" SIDEWALK BACK OF SIDEWALK 569.11 T.O. PARAPET 608.5 T.O. PARAPET 609.5 BACK OF SIDEWALK 570.37 4'-6" SIDEWALK FACE OF BLDG./ MIN. SETBACK 2'-6" MIN. SETBACK

FACE OF BLDG
MAX. SETBACK
MAX. SETBACK
MIN. SETBACK
MAX SETBACK 2'-6" FACE OF BLDG 2'-6"
MAX. SETBACK

FACE OF BLDG
MIN. SETBACK

FACE OF CURB

FACE OF CURB
MIN. SETBACK

REAR SETBACK

SIDE SETBACK
REAR SETBACK 5'-0"

FACE OF CURB
MIN. SETBACK
MAX. SETBACK 5'-0" MAX. SETBACK

SIDE SETBACK

SIDE SETBACK TRASH RECYCLE
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 site sections A401 February 22, 2023 Page 260 of 752 01 street view from corner of la mesa blvd. and dailey road 02 street view of building F from la mesa blvd. 03 street view from dailey road looking northwest 04 street view from corner of la mesa blvd. and garfield street 05 balcony view from building C looking southwest into motorcourt 06 view of common area open space looking west toward building C © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision schedule 1955 bacon street san diego, ca 92107 619.523.8485 619.523.8487 www.architects-hgw.com '7 þ A R C H I T E C T S hanna gabriel wells8/28/2012 8:49:45 AM 8875 La Mesa Blvd. La Mesa, CA 91941 DRB Final Submittal 21.04 Garfield and Dailey Apartments February1, 2023 no. date description AS101 ARCHITECTURAL SITE PLAN AND PROJECT DATA AS102 OPEN SPACE ANALYSIS PLAN AS103 SITE ACCESSIBILITY PLAN AS201 SITE DETAILS DS101 SITE DEMOLITION PLAN C-01 EXISTING CONDITIONS C-02 GRADING AND UTILITIES C-03 GRADING AND UTILITIES C-04 GRADING AND UTILITIES C-05 GRADING AND UTILITIES C-06 UTILITIES C-07 UTILITIES C-08 FIRE HOSE PULL C-09 EROSION CONTROL PLAN L1.1 CONCEPTUAL LANDSCAPE PLAN L1.1A CONCEPTUAL LANDSCAPE DETAILS L1.2 CONCEPTUAL PLANTING PLAN L1.3 CONCEPTUAL LANDSCAPE LEGEND L1.4 CONCEPTUAL IRRIGATION PLAN L1.5 EXISTING TREE PLAN A101 BLDGS A,B,C,D FLOOR AND ROOF PLANS A102 BLDGS E,F FLOOR PLANS A103 BLDGS G FLOOR PLANS A104 BLDG H FLOOR PLANS A105 BLDGS E,F,G,H ROOF PLANS A201 FLAT UNIT FLOOR PLANS A202 FLAT UNIT FLOOR PLANS A203 TOWNHOUSE UNIT FLOOR PLANS A301 BLDGS A,B,C,D EXTERIOR ELEVATIONS A302 BLDGS E,F EXTERIOR ELEVATIONS A303 BLDGS G EXTERIOR ELEVATIONS A304 BLDG H EXTERIOR ELEVATIONS A305 GROUND FLOOR BUILDING FRONTAGE CALCULATIONS A311 STREET ELEVATIONS A401 SITE SECTIONS A501 PROJECT RENDERINGS E1.1 SITE LIGHTING PLAN E0.2 EXTERIOR LIGHT FIXTURE DATA E0.3 EXTERIOR LIGHT FIXTURE DATA sheet index 2021-48 model views A501 February 22, 2023 Page 261 of 752 ZY1 MH: 25
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ZY1 MH: 25 ZY1 ZY1 ZY1 ZY1 ZY1 ZY1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZW1 ZY1 © ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision12/17/2021 10:50:50 AM 21.04 no. description date 1955 bacon st. san diego CA 92107 6195238485 76195238487 A R C H I T E C T S hanna gabriel wells by appr. - H+W PROJECT #21-138 8875 La Mesa Blvd. La Mesa, CA 91941 Garfield and Dailey Apartments 1/16" = 1' - 0" SCALE SITE LIGHTING PLAN 1 E1.1 site lighting plan February1, 2023 DRB Final Submittal February 22, 2023 2021-48 Page 262 of 752 NONE SCALE 1
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision12/17/2021 10:50:34 AM 21.04 no. description date 1955 bacon st. san diego CA 92107 6195238485 76195238487 A R C H I T E C T S hanna gabriel wells by appr. - H+W PROJECT #21-138 8875 La Mesa Blvd. La Mesa, CA 91941 Garfield and Dailey Apartments LIGHT FIXTURE CUTSHEETS E0.3 light fixture cutsheets February1, 2023 DRB Final Submittal February 22, 2023 2021-48 Page 263 of 752 NONE SCALE 1
© ARCHITECTS hanna gabriel wells, all rights reserved. Any use without permission is expressly prohibited. Plotted sheet number consultant architect seal consultant seal sheet description agency project number hgw project number date project phase project revision12/17/2021 10:50:26 AM 21.04 no. description date 1955 bacon st. san diego CA 92107 6195238485 76195238487 A R C H I T E C T S hanna gabriel wells by appr. - H+W PROJECT #21-138 8875 La Mesa Blvd. La Mesa, CA 91941 Garfield and Dailey Apartments LIGHT FIXTURE CUTSHEETS E0.2 light fixture cutsheets February1, 2023 DRB Final Submittal February 22, 2023 2021-48 Page 264 of 752

DATE: April 25, 2023
TO: Mayor and Members of the City Council
FROM: Megan Wiegelman, City Clerk
VIA: Greg Humora, City Manager
SUBJECT: RESOLUTION AFFIRMING THE COUNCIL’S DESIRE NOT TO HAVE FUTURE

PROPOSALS FROM STAFF REGARDING NEW RESIDENTIAL

DEVELOPMENT IMPACT FEES UNLESS OTHERWISE DIRECTED BY

COUNCIL
At the Council meeting of March 28, 2023, the Council directed staff to bring back a Resolution affirming the Council’s desire not to have future proposals from staff regarding new residential development impact fees unless otherwise directed by Council.

Staff recommends the Council adopt the attached Resolution.

RESOLUTION NO. 2023-

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LA MESA AFFIRMING THE COUNCIL’S DESIRE NOT TO HAVE FUTURE PROPOSALS FROM STAFF

REGARDING NEW RESIDENTIAL DEVELOPMENT IMPACT FEES UNLESS

OTHERWISE DIRECTED BY COUNCIL
___________________________________________________________________ WHEREAS, housing unaffordability, rooted in an acute shortage of homes both for rent and sale, constitutes a severe problem in the region;
WHEREAS, rapidly rising rents and housing costs across California have pushed many longtime residents and families out of the communities they call home; WHEREAS, there is a need for affordable housing development to meet the housing needs of the community; and
WHEREAS, residential development impact fees increase the cost of rental and for-sale homes.

NOW, THEREFORE, BE IT AND IT IS HEREBY RESOLVED by the City Council of the City of La Mesa, California, that staff not agendize any future proposals regarding new residential development impact fees unless otherwise directed by Council.

PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 25th day of April 2023, 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. 2023- , 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)

REPORT to the MAYOR and MEMBERS of the CITY COUNCIL
From the CITY MANAGER
DATE: April 25, 2023
SUBJECT: ADOPTION OF THE FEE SCHEDULE FOR FISCAL YEAR
2023-2024
ISSUING DEPARTMENT: City Manager
SUMMARY:

Issues:

Should the City Council adopt a Resolution for a Fee Schedule to be charged by various City departments for Fiscal Year 2023-2024?
Recommendation:

Staff recommends the City Council adopt a Resolution for a Fee Schedule to be charged by various City departments for Fiscal Year 2023-2024.

Fiscal Impact:

User fee revenue is used to offset costs associated with providing specific fee-based services (e.g. a building permit or swimming lessons) that benefit specific individuals rather than the community at large. Updates to the Fee Schedule are set by City Council Cost Recovery Policy.

City’s Strategic Goals:
 Maintain a financially sound and affordable city government BACKGROUND:

The City began contracting with Public Resource Management Group (“PRM”), now MGT of America Consulting, LLC (“MGT”), in Fiscal Year 2003-2004 to conduct a Cost Allocation and User Fee Study. User fees are based on the assumption that the individuals and businesses that receive the direct benefit of a service pay either a share or the full cost of

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 2 of 6
providing that service. The scope of MGT’s study included both a User Fee Study and a Cost Allocation Plan. The study identifies the direct cost of services and also the cost of support services (i.e., overhead costs) such as payroll, purchasing, custodial, utility costs, etc. In this way, the City can accurately account for the true cost of providing various services to the public.

In 2004, the City Council adopted: 1) a Cost Recovery Policy; 2) Exceptions to the Cost Recovery Policy; 3) an Annual Update Process; and 4) the FY 2004-2005 List of Fees based on the findings in the 2004 User Fee Study. The City Council-adopted Annual Update Process calls for fees to be updated every year as part of the City budget process.

In the odd-numbered years, fees are updated by the percent change in each department or division budget from the year prior. A formal update of the City’s User Fee Study and Cost Allocation Plan is conducted in the even-numbered years, with fees being adjusted based on the study results.

It should be noted that only General Fund and specific Wastewater program services provided to individual users and are directly funded by user fees were the subject of MGT’s review. Business License Fees are not part of the study as changes require voter approval.

In addition, Parking Meter and Permit Rates, Park Facilities Fees, and Regional Transportation Congestion Improvement Program (“RTCIP”) Development Impact Fees are not included in the analysis conducted by MGT. The RTCIP Development Impact Fees adopted by SANDAG are now included in a separate staff report for City Council’s consideration. Sewer Service Fees for the upcoming fiscal year were approved by the City Council in 2022 and have been updated in the fee schedule. Sewer Connection Fees are calculated annually based on the replacement value of the sewer collection system divided by the number connections to the system and have been updated in the fee schedule.

DISCUSSION:

The List of Fees provided in Section 5 of Attachment A includes the adopted fees for FY 2023-2024 based on the percent change of each department’s budget from the year prior (odd-numbered year). The following section of the report summarizes new fees, deleted fees, or other significant changes to the List of Fees in Section 5 of Attachment A. If approved by City Council, the proposed fee schedule would become effective on July 1, 2023.

The Fee Schedule contains six sections:

1. Resolution adopting the Fee Schedule

2. Cost Recovery Policy

3. Exceptions to the Cost Recovery Policy

4. Annual Update Process

5. List of Fees

6. Building Valuation Schedule

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 3 of 6
The List of Fees contained in the Fee Schedule provides a side-by-side comparison of the fees approved for FY 2022-2023 and the proposed fees for FY 2023-2024.

Community Development – Building
The Building Valuation Schedule in Section 6 of the Fee Schedule is used to determine the building valuation for new construction, miscellaneous building projects, as well as alterations and additions to existing uses. This Schedule is used to calculate building fees which are related to estimated costs of construction. The Building Valuation Schedule in the Fiscal Year 2022-2023 Fee Schedule is the current and most up-to-date schedule provided by the International Code Council (“ICC”), therefore no adjustments have been made.

The City is limited by State law as to the fees that can be collected for permitting and inspection of residential solar systems. Systems that are 15 kWh (kilowatt hour) or smaller cannot be charged more than a total of $450 and those over 15 kWh cannot be charged more than $500 plus $15 for each kWh in excess of 15 kWh. Per the current fee schedule, permitting and inspection is performed at an hourly rate. In general, this yields a fee that complies with the State limits, but frequently has resulted in fees that exceed the State limit.

To ensure that the City does not exceed the State limits, a flat fee is recommended as shown on page 5-5 in the proposed fee schedule. For systems 15 kWh or smaller, staff typically spends up to an hour for plan review and inspection. For systems over 15 kWh, typically staff spends one and one-half hours each for plan review and inspections. Since the last fee update in July 2022, the City has collected an average of $361 in solar system permit fees. The proposed fees will provide a cost savings to permittees and the proposed amounts will not exceed the costs to be incurred by the City to provide the services.

Utilizing the fully-loaded hourly rates for staff as established in the Fiscal Year 2022-2023 fee study, the cost of staff time to support these processes were calculated as shown on page 5-5 in the proposed fee schedule.

The City has been collecting fees to cover the costs of scanning and converting paper plans to microfilm and/or electronic files for permanent storage. With the implementation of online permitting and plan review, electronic plans are provided through the system and are ready for permanent storage as is. Since there is no longer a need to scan and convert paper plans, it is suggested that the microfilm fees be eliminated.

Due to the existence of third-party fees that are required as part of department processes but not calculated nor collected by the City, a disclaimer has been added to the bottom of pages 5-5 and 5-8 to state, “Third party fees may be assessed outside of the fee schedule”.

An example of third-party fees are the fees charged by the California Department of Fish and Wildlife.

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 4 of 6
Community Development – Planning
Based on the requirements of La Mesa Municipal Code Chapters 6.11 (Commercial AdultUse Cannabis Businesses) and 24.23 (Medical Marijuana Activity Zoning Ordinance Of La Mesa), staff established a process for annual compliance review of cannabis businesses.

Additionally, staff established a process for changes of information related to the cannabis business or transfer of ownership of a cannabis business in accordance with Sections

6.11.140 (Change in location or other information) and 6.11.150 (Transfer of commercial adult-use cannabis business license). These processes involve staff from the Community Development Department Planning and Building Divisions, the Police Department, the Information Technology Division, and Heartland Fire and Rescue. Staff from these departments identified the time needed to complete their particular tasks related to each process. Additionally, compliance review includes a thorough review of the site and the business records of each cannabis business. The City has an agreement with HdL Companies to conduct this portion of the compliance reviews on the City’s behalf. Under the agreement, the cost of this service is $1,500 per business for each review completed.

Utilizing the fully-loaded hourly rates for staff as established in the Fiscal Year 2022-2023 Fee Schedule, the cost of staff time to support these processes were calculated as shown on page 5-8 in the proposed fee schedule.

Public Works – Engineering
There are no new fees being proposed and no fees being deleted in this section of the fee schedule.

Police Department
There are no new fees being proposed and no fees being deleted in this section of the fee schedule.

Community Services
Cost recovery objectives for Community Services programs and activities vary based on fee categories and market rate comparisons. The department’s goal is to establish fees that keep its programs and services competitive in the local market while recovering 60 percent of the City’s cost per City Council policy. The City remains committed to providing critical programs at an affordable rate for youth and senior customers while charging a more equitable fee for programs where individuals receive the direct benefit of a service. Fees for programs in the Community Services Department are set by the City and are not calculated by the User Fee Study.

Some adjustments to the fee schedule are being recommended as follows:

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 5 of 6
 Addition of non-resident fees for Harry Griffen Regional Park and a 6-hour maximum charge (pg. 5-14)
 Addition of court rental fees for tennis/pickleball/basketball (pg. 5-15)  Addition of an attending membership for the Adult Enrichment Center (pg. 5-16)  Addition of an online transaction fee (pg. 5-16)
Fire Department
Several permits have been added to the State of California Fire Code within the last year that are not included in the current fee schedule. The following permit fees are recommended to be added to the Fiscal Year 2023-2024 Fee Schedule:
 Additive manufacturing (pg. 5-19)
 Aviation facilities (pg. 5-19)
 Cover and open mall buildings (pg. 5-20)
 Energy storage systems (pg. 5-20)
 Fire hydrants and valves (pg. 5-20)
 Fruit and crop ripening (pg. 5-20)
 Fumigation and insecticidal fogging (pg. 5-20)
 Mobile fueling of hydrogen-fueled vehicles (pg. 5-21)  Motor fuel-dispensing facilities (pg. 5-21)
 Outdoor assembly event (pg. 5-22)
 Plant extraction systems (pg. 5-22)
 Lithium batteries (pg. 5-22)
 Additional Permits for production facilities, pyrotechnics and special effects, and live audiences (pg. 5-22)
The following permits are no longer needed due to redundancy to other permits or are no longer a permit type:
 Blasting (pg. 5-20)
 Carbon dioxide systems beverage dispensing (pg. 5-20)  Commercial haunted house (pg. 5-21)
A new payment processing fee for third-party processing, billing and payment for inspection services is recommended and would be based on the fee set by the contract with the vendor if applicable as shown on page 5-24 in the proposed fee schedule.

A correction was made to the Inspection Fee on page 5-24 to clarify that the fee is 30% of the Building Permit Fee, not the Plan Check Fee.

Report to Mayor and Councilmembers
Date: April 25, 2023
Page: 6 of 6
General Government – City Clerk’s Office
There are no new fees being proposed and no fees being deleted in this section of the fee schedule.

Business Licensing
Some clarifications have been recommended as follows:
 A contractor working at home (home occupation) is subject to the same fee as a contractor in any other location (pg. 5-27)
 Oktoberfest booth renter is redundant to special event licenses (pg. 5-27)  Solicitors receive a Police investigation but not a Planning investigation (pg. 5-27) CONCLUSION:

Staff recommends the City Council adopt a Resolution updating the Fee Schedule for Fiscal Year 2023-2024. Upon City Council approval, the revised Fee Schedule would become effective July 1, 2023.

Reviewed by: Respectfully submitted by:
________________________ ________________________
Greg Humora Amanda Lee
City Manager Assistant City Manager
________________________ ________________________
Lyn Dedmon Scott Munzenmaier
Assistant to the City Manager Purchasing Officer
Attachments: A. Proposed FY 2023-2024 Fee Schedule
Section 1 – Resolution
Section 2 – Cost Recovery Policy
Section 3 – Exceptions to the Cost Recovery Policy
Section 4 – Annual Update Process
Section 5 – List of Fees
Section 6 – Building Valuation Schedule
B. Resolution Adopting a Fee Schedule for Fiscal Year 2023-2024

RESOLUTION NO. 2023-

RESOLUTION OF THE CITY COUNCIL OF THE CITIY OF LA MESA ADOPTING

A FEE SCHEDULE TO BE CHARGED BY VARIOUS CITY DEPARTMENTS FOR FISCAL YEAR 2023-2024
________________________________________________________________ WHEREAS, in 2003-2004 the City of La Mesa hired Public Resource Management Group (PRM), now part of MGT of America Consulting, LLC, to develop a Fee Study and Cost Allocation Plan (the Study);
WHEREAS, the City Council gave final approval of the Cost Recovery Policy, Exceptions to the Cost Recovery Policy, Annual Fee Update Process, Listing of Fees, and Building Valuation Schedule at its meeting on May 25, 2004;
WHEREAS, the Listing of Fees represents reimbursement for costs reasonably borne by the City in providing direct services to particular individuals or groups rather than to the general populace of the City of La Mesa;
WHEREAS, in order for the City to continue to provide said services, it is necessary for the City to recover the costs of providing such services; WHEREAS, in order to continue to meet cost recovery objectives, the adopted Annual Fee Update Process calls for fees to be adjusted annually as part of the City budget process; WHEREAS, the adopted Annual Fee Update Process calls for fees to be updated by the percent change in each department or division budget (total budget or personnel budget only depending on how fee related costs are budgeted) during odd-numbered years in which the year the biennial budget is adopted);
WHEREAS, Government Code Section 66017(a) specifies that the effective date of all development project fees shall be no sooner than 60 days following the final action on the adoption of fees; and
WHEREAS, the effective date of all fee changes shall be July 1, 2023.

NOW, THEREFORE, BE IT AND IT IS HEREBY RESOLVED by the City Council of the City of La Mesa, California, that 1) fees as described in the accompanying staff report are justified in that any adjustments do not exceed the estimated reasonable costs of providing the services and that the requisite findings and determinations required pursuant to Government Code Section 66000 et seq. for specified fees have been made in supporting documentation (i.e., this Resolution, and accompanying staff report) and 2) the adjustments recommended thereby are hereby adopted by this resolution.

PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 25
th day of April 2023, 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. 2023- , 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)

FEE SCHEDULE
FISCAL
YEAR
2023-2024

CITY OF LA MESA

FEE SCHEDULE
FISCAL YEAR 2023-2024
Section 1 - Resolution
Section 2 - Cost Recovery Policy
Section 3 - Exceptions to the Cost Recovery Policy
Section 4 - Annual Update Process
Section 5 - List of Fees
Section 6 - 2018 Building Valuation Schedule

CITY OF LA MESA

FEE SCHEDULE
FISCAL YEAR 2022-2023
Section 1 - Resolution

RESOLUTION NO. 2023-

RESOLUTION ADOPTING A FEE SCHEDULE TO BE CHARGED BY VARIOUS CITY DEPARTMENTS FOR FISCAL YEAR 2023-2024
________________________________________________________________ WHEREAS, in 2003-2004 the City of La Mesa hired Public Resource Management Group (PRM), now part of MGT of America Consulting, LLC, to develop a Fee Study and Cost Allocation Plan (the Study);
WHEREAS, the City Council gave final approval of the Cost Recovery Policy, Exceptions to the Cost Recovery Policy, Annual Fee Update Process, Listing of Fees, and Building Valuation Schedule at its meeting on May 25, 2004; WHEREAS, the Listing of Fees represents reimbursement for costs reasonably borne by the City in providing direct services to particular individuals or groups rather than to the general populace of the City of La Mesa;
WHEREAS, in order for the City to continue to provide said services, it is necessary for the City to recover the costs of providing such services; WHEREAS, in order to continue to meet cost recovery objectives, the adopted Annual Fee Update Process calls for fees to be adjusted annually as part of the City budget process; WHEREAS, the adopted Annual Fee Update Process calls for a formal update of the City’s User Fee Study and Cost Allocation Plan in even numbered years and adjustments to fees based on the Study results;
WHEREAS, MGT of America Consulting, LLC was hired to update the Fee Study and Cost Allocation Plan for Fiscal Year 2022-2023;
WHEREAS, Government Code Section 66017(a) specifies that the effective date of all development project fees shall be no sooner than 60 days following the final action on the adoption of fees; and
WHEREAS, the effective date of all fee changes shall be July 1, 2023.

BE IT AND IT IS HEREBY RESOLVED by the City Council of the City of La Mesa, California, that 1) fees as described in the accompanying staff report are justified in that any adjustments do not exceed the estimated reasonable costs of providing the services and that the requisite findings and determinations required pursuant to Government Code Section 66000 et seq. for specified fees have been made in supporting documentation (i.e., this Resolution, and accompanying staff report) and 2) the adjustments recommended thereby are hereby adopted by this resolution.

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PASSED AND ADOPTED at a Regular meeting of the City Council of the City of La Mesa, California, held the 25th day of April 2023, 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. 2023- , 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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CITY OF LA MESA

FEE SCHEDULE
FISCAL YEAR 2023-2024
Section 2 - Cost Recovery Policy

Council Basis For
Department/Division Policy Cost Allocation
Community Development - Building
Building Permits 100% Total Costs
Plan Checks 100% Total Costs
Mechanical/Electrical/Plumbing Permits 100% Total Costs Other Building Fees 100% Total Costs
Community Development - Planning
Legislative Actions 100% Total Costs
Discretionary Permits and Environmental Review 100% Total Costs Discretionary Permits and Environmental Review - Small Projects 50% (1) Total Costs Historic Preservation Review 100% Total Costs
Historic Preservation Review Without Mills Act Contract 25% Total Costs Other, Ministerial Permits and Licenses 100% Total Costs Plan Checks 100% Total Costs
Subdivisions 100% Total Costs
Annexations 100% Total Costs
Services Requiring Deposits 100% Total Costs
Public Works - Engineering
Plan Checks 100% Total Costs
Inspections 100% Total Costs
Subdivisions 100% Total Costs
Other Engineering Fees 100% Total Costs
Services Requiring Deposits 100% Total Costs
Community Services
Community Services Fees 60% (2) Total Costs
Police
Police Department Fees 100% Total Costs
Fire
Fire Department Fees 100% Total Costs
General Government
Downtown Parking Fees 100% Total Costs
City Clerk Fees - Outdoor Assemblage Permits 50% Total Costs City Clerk Fees - All Other 100% Total Costs
Finance Fees - Dog Licenses (New and Renewal) 50% Total Costs Finance Fees - All Other 100% Total Costs

CITY OF LA MESA

COST RECOVERY POLICY
(1) Small projects are defined as: Residential - 1-3 dwelling units or Non-Residential - less than 2,500 square feet.
(2) Community Services cost recovery objectives vary based on fee categories and market rate comparisons.The overall cost recovery ratio for all fee categories is 60%.

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CITY OF LA MESA

FEE SCHEDULE
FISCAL YEAR 2023-2024
Section 3 - Exceptions to the Cost
Recovery Policy

CITY OF LA MESA

EXCEPTIONS TO COST RECOVERY POLICY
Community Development - Building
Cost Recovery Objective: 100% of Total Costs.

Exceptions:
 Appeals are set at $100.
 Quimby Act Parkland Dedication In-Lieu Fee and Park Improvement Fee are waived for projects including 100% of dwelling units deed-restricted for rent at an affordable rent (as defined in California Health and Safety Code section 50053), or for sale, for 55 years or more to persons and families of extremely low, very low, low or moderate income (as defined in California Health and Safety Code section 50093).  The initial $2,000 of incurred City fees shall be waived for accessory dwelling unit (ADU) and junior accessory dwelling unit (JADU) building permit applications. The applicant shall be responsible for the full amount of fees due to any other agency, which shall be calculated based on the assessed full permit fees prior to application of the waiver.

Community Development - Planning
Cost Recovery Objective: 100% of Total Cost, except for Discretionary Permits and Environmental Review for “small” projects (50% of total costs), Historic Preservation Commission site plan review (25% of total costs), and Historic Preservation Review for projects without a Mills Act Contract (25% of total costs).

Exceptions:
 Provide a "discount" for concurrent processing to reflect efficiencies: 100% for first service, 75% for second service, 50% for third and any additional services.  Environmental Exemption set at 50% cost recovery.
 Parking in-lieu fees were adopted by City Council Resolution 2015-020.  Environmental Filing Fees are set by the Department of Fish and Game pursuant to Fish and Game Code Section 711.4.
 Appeals are set at $100.
 Setback Exception set at 50% cost recovery.
 Abandoned shopping cart program fees are set by City Council Resolution 2005-036.

Public Works - Engineering
Cost Recovery Objective: 100% of Total Costs.

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Exceptions:
 Block Party/Street Closure fee is set at $50.
 Transportation Permit & Inspection fee is set by the State at $16.  Appeals are set at $100.
 Sewer Connection Fee is waived for projects including 100% of dwelling units deedrestricted for rent at an affordable rent (as defined in California Health and Safety Code section 50053), or for sale, for 55 years or more to persons and families of extremely low, very low, low or moderate income (as defined in California Health and Safety Code section 50093).
 Sewer Connection Fee is waived for affordable dwelling units, constructed in mixedincome housing developments, that are in excess of the calculated base density and that are deed-restricted for rent at an affordable rent (as defined in California Health and Safety Code section 50053), or for sale, for 55 years or more to persons or families of extremely low, very low, low or moderate income (as defined in California Health and Safety Code section 50093).

Community Services`
Cost Recovery Objective: 60% of Total Costs. (Community Services cost recovery objectives vary based on fee categories and market rate comparisons. Adjustments to fees will be based on the approved City Council Policy. The overall cost recovery ratio for all fee categories is 60%.) Exceptions:
 Community Services will continue to have differentiated fees for residents and nonresidents.  A reduced facility rental rate was adopted for civic/non-profit groups and service clubs.  Alcohol Permit w/Rental Fee set at 50% cost recovery.

Police
Cost Recovery Objective: 100% of Total Costs.

Exceptions:
 The California Department of Justice allows for fees up to $20 for fingerprinting (Livescan roll fee only).
 The fee for both Police Report Copies and Traffic Reports is $0.10 per page to facilitate access to public information.
 Pursuant to Evidence Code Section 1536, the fee for Civil Discovery/Subpoenas is set at $24 per hour per person.