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HomeMy WebLinkAboutASRPC20220510 - 05.1 PLANNING COMMISSION STAFF REPORT 5.1 TO: Chair and Planning Commission May 10, 2022 SUBJECT: Resolution No. 2022-09, adopting a Mitigated Negative Declaration of Environmental Significance and approving a condominium subdivision map, Development Plan request DEV21-0013 and Land Use Permit request LUP 22-0009 allowing the construction of a new 51,290 square foot two-story mixed-use building. The proposed development includes 37 residential condominium units totaling 46,680 square feet, and 3,920 square feet of commercial retail space along the Hartz Avenue frontage. The proposed project includes a 31,360 square foot subterranean parking garage. A Land Use Permit is requested to allow residential use on the ground floor (behind commercial space fronting Hartz Avenue), and a Tree Removal request is proposed to allow for the removal of 10 Town- protected trees. The site is located at 600 Hartz Avenue (Project Planner: David Crompton). PROJECT DESCRIPTION/BACKGROUND The applicant (The Address Company) and Owners (Fazloah & Fariba Poursohi) wish to pursue approval to construct a new mixed use, commercial and residential building at the current FAZ restaurant site. The site is 1.19 acres in size, and the existing restaurant building, which is 7,660 square feet in size, would be demolished. The site is flat, and a tributary drainage to San Ramon Creek runs along the site’s east side. Nine Town-protected trees would need to be removed as a result of the development, including five oak trees and four heritage (36” diameter or greater) redwood trees. One additional oak tree may need to removed depending on the extend of over-excavation related to the basement garage. The Danville Town Council held a joint study session involving the Town Council, Planning Commission, and Design Review Board on November 10, 2020. The participants of the study session indicated general support for the project. The Design Review Board (DRB) reviewed this project on January 27, 2022, and March 10, 2022. The DRB recommended that the Planning Commission approve the design aspects of the proposed development. 600 Hartz Avenue 2 May 10, 2022 EVALUATION The proposed development is located within Downtown Business District Area 11; Special Opportunity Site. This designation was applied to just three downtown properties: Danville Hotel, Beverages and More, and FAZ. This designation recognizes the relatively large size and under-developed nature of these site and provides for appropriate development standards to assure the development of these sites is consistent with the character of downtown Danville. There are no variances requested as part of this application, and the application is consistent with the following development standards: Height Maximum allowed height 35’. Proposed height 34’ 11”. Setbacks Site specific. The proposed development meets the setback requirements for DBD Area 1; which covers most of the core downtown area, including an average front yard setback that exceeds ten feet. Floor Area Ratio (FAR) Maximum FAR is 100 percent. Proposed FAR is 99 percent. Density There is no specified maximum density. The proposed density is 31 units per acre. Parking Downtown Business District 11 allows for up to fifty percent of required parking be provided off-site within Town municipal parking lots. For multifamily developments, the Downtown Business District Ordinance require 1 space and ½ guest spaces for one- bedroom units and 2 spaces and ¼ guest spaces for two-bedroom units. As a result, 77.25 parking spaces are required for the residential component of the project. For the proposed 3,920 s.f. retail area, the parking requirement is one space per 250 s.f. for a total of 15.68 parking spaces. The project proposes 79 on-site parking spaces, as a result the project would be required to purchase 13.93 spaces off-site through payment of the Town’s off- site parking in-lieu fee. Assuming retail use of all 3,920 square feet of the commercial area, the fee would be $40,943. If full service restaurants occupy the commercial space, the fee would be significantly higher. Traffic and Circulation A Transportation Analysis was prepared for the project by Feir & Peers (Attachment E). The report includes both a California Environment Quality Act (CEQA) required Vehicle 600 Hartz Avenue 3 May 10, 2022 Miles Traveled (VMT) analysis, and a Town-requires Level of Service (LOS) analysis. The report found that the additional traffic generated from the project, and the proposed ingress and egress from the site, would not result in any significant environmental impacts, with the implementation of recommended mitigation measure. Recommended mitigation measures are contained within the draft Mitigated Negative Declaration for the project (Attachment C) and are included as recommended conditions of approval for the project. Tree Removal Nearly 100 trees are currently on the site, consisting of redwoods, oak trees, and a variety of ornamental trees. Almost all of the trees would need to be removed due to the excavation necessary to construct the proposed basement parking garage. An Arborist Report was prepared by Traverso Tree Service (Attachment D). Five Town- protect oak trees, in size from 11.5 to 41 inches in diameter. Four Town-protect Heritage redwood trees would also need to be removed. An additional 33.5-inch oak tree (tree number 101) may need to be removed depending on the level of over-excavation for the garage that may be needed as part of the final design. The Town’s mitigation requirements include replacement trees of a number that equals the total diameter of the Town-protected trees to be removed. The total diameter of protected trees to be removed is 211.5 inches. This number equated to 106 15-gallon trees or 53 24-inch box size trees. It is anticipated that these trees would not be able to be planted on-site, given the footprint of the proposed building. Therefore, trees would be planted off-site within Town parks and open space area subject to the applicant’s payment of an off-site mitigation fee. There are a number of redwood trees located within the flood control area within the drainage between the subject site and Front Street. These trees would be retained and would provide screen between the proposed development and Front Street. However, several of these trees are in poor health and may need to be removed in the near future, with or without the proposed development. Grading and Soils A Geotechnical Investigation for the site was prepared by Stevens, Ferrone & Bailey Engineering Company Inc. (Attachment F). the report addressed groundwater and liquefaction, amongst other topics. The report finds that, with recommended grading and construction practices, the site is suitable for the proposed development from a geotechnical standpoint. 600 Hartz Avenue 4 May 10, 2022 Stormwater Pollution Control All stormwater run-off from the site would be captured and directed into a proposed bio- swale located along the rear elevation (Attachment H). The storm drain plans and calculations have been reviewed by the Town and appear to comply with all Town requirements. Design Review Board Significant design modifications and improvements were made as a result of the DRB’s review and direction. Significantly, the DRB insisted on “four-sided” architecture, which has been the Town’s standard. As a result, significant modifications were made to the rear and side elevations, including: wrapping the brick base materials originally just on the front elevation, to the side and rear elevations; additional landscaping including specimen trees and shrubs to help break up and screen the rear and side elevations; a wrought iron fence with brick pillars on the rear and side elevation, and: paint color application similar to the front elevation. Inclusionary Housing Consistent with the requirements of the Town’s Inclusionary Housing Ordinance, 15% (five) of the units in this development would be required to be deed restricted to be affordable to qualifying moderate income residents. Recommended conditions of approval require that an affordable housing agreement be approved by the Town Council prior to occupancy of the units. The Town would review the income qualification of potential residents and verify the maximum sale price for the units prior to occupancy. 600 Hartz Avenue 5 May 10, 2022 RECOMMENDATION Adopt Resolution No. 2022-09, adopting a Mitigated Negative Declaration of Environmental Significance and approving a condominium subdivision map, Development Plan request DEV21-0013 and Land Use Permit request LUP 22-0009 allowing the construction of a new 51,290 square foot two-story mixed-use building. The proposed development includes 37 residential condominium units totaling 46,680 square feet, and 3,920 square feet of commercial retail space along the Hartz Avenue frontage. The proposed project includes a 31,360 square foot subterranean parking garage. A Land Use Permit is requested to allow residential use on the ground floor (behind commercial space fronting Hartz Avenue), and a Tree Removal request is proposed to allow for the removal of 10 Town-protected trees. The site is located at 600 Hartz Avenue. Prepared by: David Crompton Chief of Planning Attachments: A: Resolution No. 2022-09 B: Public Notification and Notification List C: Draft Mitigated Negative Declaration of Environmental Significance D: Arborist Report E: Traffic Analysis F: Geotechnical Investigation G: Architectural Plans, floor plans, renderings, landscape plan, and colors and materials H: Civil plans, including Storm Water Control Plans I: Hartz Drive Entry Study RESOLUTION NO. 2022-09 ADOPTING A MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE AND APPROVING A CONDOMINIUM SUBDIVISION MAP, DEVELOPMENT PLAN REQUEST DEV21-0013 AND LAND USE PERMIT REQUEST LUP 22-0009 ALLOWING THE CONSTRUCTION OF A NEW 51,290 SQUARE FOOT TWO-STORY MIXED-USE BUILDING. THE PROPOSED DEVELOPMENT INCLUDES 37 RESIDENTIAL CONDOMINIUM UNITS TOTALING 46,680 SQUARE FEET, AND 3,920 SQUARE FEET OF COMMERCIAL RETAIL SPACE ALONG THE HARTZ AVENUE FRONTAGE. THE SITE IS IDENTIFIED AS 600 HARTZ AVENUE (APN: 208-022-041) WHEREAS, Fazloah & Fariba Poursohi (Owner) and The Address Company (Applicant) have requested approval of a Development Plan request DEV21-0013 and Land Use Permit request LUP 22-0009 to allow the construction of a new 51,290 square foot two- story mixed-use building on a 1.19-acre site; and WHEREAS, a condominium subdivision map is requested to create 37 condominium residential units; and WHEREAS, the 37 residential condominium units total 46,680 square feet, 3,920 square feet of commercial retail space along the Hartz Avenue frontage, and a 31,360 square foot subterranean parking garage containing 79 parking spaces; and WHEREAS, a Tree Removal permit is requested to allow for the removal of up to 10 Town-protected trees; and WHEREAS, the subject site is located at 600 Hartz Avenue, and is further identified as Assessor's Parcel Number 208-022-041; and WHEREAS, pursuant to the requirements of the California Environmental Quality Act (CEQA), a draft Mitigated Negative Declaration of Environmental Significance has been prepared for the project indicating that, as modified through project revisions and/or recommended conditions of approval, no significant adverse environmental impacts are expected to be associated with the project; and WHEREAS, a staff report was submitted recommending that the Planning Commission approve the request; and WHEREAS, the public notice of this action was given in all respects as required by law; and ATTACHMENT A PAGE 2 OF RESOLUTION NO. 2022-09 WHEREAS, the Planning Commission did hear and consider all reports, recommendations, and testimony submitted in writing and presented at the hearing concerning the project at a noticed public hearing on May 10, 2022; now, therefore, be it RESOLVED that the Danville Planning approves the Mitigated Negative Declaration of Environmental Significance and approves the condominium subdivision map, Development Plan request DEV21-0013, Land Use Permit request LUP 22-0009, and the Tree Removal request, and makes the following findings in support of this action: FINDINGS OF APPROVAL Condominium Subdivision Request: 1. The proposed subdivision is in substantial conformance with the goals and policies of the 2030 General Plan. 2. The design of the proposed subdivision is in substantial conformance with the applicable zoning regulations as established under the Town’s Downtown Business District 11; Special Opportunity zoning regulations. 3. The design of the subdivision and the type of associated improvements will not likely cause serious public health problems because water and sanitary facility services will be available to the new parcels. 4. The design of the proposed subdivision and improvements are not likely to cause substantial environmental damage or subsequently injure fish or wildlife or their habitat since this property is in an area where residential and commercial development has previously occurred. 5. The design of the proposed subdivision and proposed improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision. Development Plan Request: 1. The owners/applicants intend to obtain permits for construction within 30 months from the effective date of project approval. 2. The development will be an attractive and efficient development which will fit harmoniously into and will have no adverse effects upon the adjacent or surrounding development. PAGE 3 OF RESOLUTION NO. 2022-09 3. The project is substantially consistent with the DBD; Downtown Business District Area 11 – Special Opportunity Site zoning standards, is consistent with the Town’s vision for the redevelopment of the area and the creation of a pedestrian oriented character described for the core downtown area by goals and policies of the Downtown Master Plan. 4. The proposed project is consistent with the intent and requirements of the DBD; Downtown Business District Ordinance. 5. The proposed project will not be detrimental to the health, safety, and general welfare of the Town. 6. The uses authorized or proposed in the land use district are compatible within the district and to uses authorized in adjacent districts. Land Use Permit: 1. The land use allowing ground floor residential use will not be detrimental to the health, safety, and general welfare of the Town in that, the proposed development is an infill development and is consistent with the requirements of the Town’s Downtown Business District Ordinance and 2030 General Plan. 2. The land use will not adversely affect the orderly development of property within the Town in that, the proposed development is consistent with all Town policies and regulations. Building permits will be required for the development assuring public safety in keeping with other development is the area. 3. The land use will not adversely affect the preservation of property values and the protection of the tax base within the Town in that, the use would not adversely affect the preservation of property values while operating as a mixed use commercial and residential use in a business district. 4. The land use will not adversely affect the policy and goals as set by the Danville 2030 General Plan in that the proposed land uses are consistent with Policy 4.06 of Downtown Danville that states: Policy 4.06 – Encourage Downtown Danville’s continued growth as a business district that meets the needs of Danville residents and workers. 5. The land use will not create a nuisance and/or enforcement problem within the neighborhood or community. PAGE 4 OF RESOLUTION NO. 2022-09 Tree Removal Request: 1. The removal of six Town-protected oak trees and four Heritage redwood trees are necessary to allow for the reasonable development of the property. The building footprint, associated improvements, and excavation required to construct the basement parking area preclude the ability to work around and preserve these trees. 2. Removal of the tree will not have a long term significant negative effect upon shade or privacy between properties or the scenic beauty of the area. 3. The removal of the tree will not have a negative effect upon soil erosion, nor will it result in a significant diversion or increase in the flow of surface water. CONDITIONS OF APPROVAL Conditions of approval with an asterisk (“*”) in the left-hand column are standard project conditions of approval. Conditions of approval typed in italicized text are mitigation measures derived from the Mitigated Negative Declaration of Environmental Significance prepared for the project. Unless otherwise specified, the following conditions shall be complied with prior to approval of the final map or issuance of grading or building permits for the project. A. GENERAL 1. This approval is for a condominium subdivision map, Development Plan request DEV21-0013 and Land Use Permit request LUP 22-0009 allowing the construction of a new 51,290 square foot two-story mixed-use building. The proposed development includes 37 residential condominium units totaling 46,680 square feet, and 3,920 square feet of commercial retail space along the Hartz Avenue frontage. The proposed project includes a 31,360 square foot subterranean parking garage. A Land Use Permit is approved to allow residential use on the ground floor (behind commercial space fronting Hartz Avenue), and a Tree Removal request is proposed to allow for the removal of 10 Town-protected trees. The site is located at 600 Hartz Avenue. Development shall be substantially as shown on the project drawings and project studies as follows: (a) Site Plans, Floor Plans, Building Elevation and Renderings Building Material Plans, Floor Plans, Tree Plan, Colors and Materials, and details labeled “600 Hartz Avenue,” as prepared by WHA Architects, Inc., dated February 18, 2022.Hartz Drive Entry Study dated March 10, 2022. PAGE 5 OF RESOLUTION NO. 2022-09 (b) Condominium Map, Preliminary Grading and Utility Plan, Demolition Plan, and Drainage Plans,” depicting the proposed development as prepared by Carlson, Barbee & Gibson, Inc. dated October, 2021. (c) Conceptual Landscape Plan, Sections, Elevations, and Details labeled 600 Hartz Avenue,” as prepared by MJS Landscape Architecture, dated February 8, 2022. (d) Traffic Analysis, as prepared by Fehr & Peers dated April 26, 2022. (e) Arborist Report as prepared by Traverso Tree Service, dated February 17, 2021. (f) Geotechnical Investigation as prepared by Stevens, Ferrone & Bailey, Engineering Company, Inc., dated April 14, 2022. 2. The developer shall be responsible for the payment of all development processing fees and impact fees associated with the project. The fee amounts to be paid shall be reflective of the fee schedules in effect at the time payment is made, with fees to be paid prior to approval of the final map or issuance of grading or building permits. In addition to various plan checking and inspection fees, notice should be taken of the following fee categories that will be applicable to the project: The following fees are due at final map approval for the above-mentioned project: 1. Base Map Revision Fee .................................................... $ 291.00 2. Map Check Fee (1-lot Condo Map) ..............................$ 2,704.00 3. Improvement Plan Check Fee ......................3% of cost estimate 4. Engineering Inspection Fee ..................................5% of estimate 5. Grading Plan Check & Inspection Fee ................................ TBD 6. Drainage Area 10 Fee (Flood Control) ................................ TBD 7. Excavation Mitigation Fee (Flood Control) ........................ TBD 8. Park Land in Lieu Fee (37 Units @ $7,255/unit).....$ 268,420.00 The following fees are due at building permit issuance for the above- mentioned project: 1. Child Care Facilities Fee ............................................. $ 115/unit 2. Stormwater Control Plan Review............33% of consultant fee PAGE 6 OF RESOLUTION NO. 2022-09 3. NPDES Fee ...................................................................... $ 1,392.00 4. SCC Regional Fee .......................................................$ 1,593/unit 5. Residential TIP Fee ....................................................$ 1,400/unit 6. Tri-Valley Transportation Fee .................................$ 3,484/unit Note: Credit has been given for the existing 7,660 square foot commercial building. 3. Prior to issuance of building permits, the developer shall reimburse the Town for notifying surrounding residents and interested parties of the public hearings and study sessions for the project. The fee shall be $618.00 ($110.00 + 204 notices X $0.83 per notice X 3 notifications). 4. Prior to the issuance of grading or building permits, the developer shall submit written documentation that all requirements of the San Ramon Valley Fire Protection District have been, or will be, met to the satisfaction of the District. 5. Within five days of project approval, the developer shall submit to the Town of Danville fees required to file a Notice of Determination for this project as required by AB 3185. 6. In the event that subsurface archeological remains are discovered during any construction or pre-construction activities on the site, all land alteration work within 100 feet of the find shall be halted, the Development Services Department notified, and a professional archeologist, certified by the Society of California Archeology and/or the Society of Professional Archeology, shall be notified. Site work in this area shall not occur until the archeologist has had an opportunity to evaluate the significance of the find and to outline appropriate mitigation measures, if they are deemed necessary. If prehistoric archaeological deposits are discovered during development of the site, local Native American organizations shall be consulted and involved in making resource management decisions. 7. The developer shall require their contractors and subcontractors to fit all internal combustion engines with mufflers, which are in good condition, and to locate stationary noise-generating equipment as far away from existing residences as feasible. 8. Construction activity shall be restricted to the period between the weekday hours of 7:30 a.m. to 5:30 p.m. (Mondays through Fridays), unless otherwise approved in writing by the City Engineer for general construction activity and the Chief Building Official for building construction activity. Prior to any construction work on the site, including grading, the developer shall install a 3’ x 3’ sign at the PAGE 7 OF RESOLUTION NO. 2022-09 project entry which specifies the allowable construction work days and hours, and lists the name and contact person for the overall project manager and all contractors and sub-contractors working on the job. 9. The developer shall provide security fencing, to the satisfaction of the City Engineer and/or the Chief Building Official, around the site during construction of the project. All security fencing shall be fitted with woven polyethylene privacy and windscreen fabric, 85% minimum closed mesh with grommets for securing to chain link fabric. 10. A watering program, which incorporates the use of a dust suppressant, and which complies with Regulation 2 of the Bay Area Air Quality Management District, shall be established and implemented for all on- and off-site construction activities. Equipment and human resources for watering all exposed or disturbed soil surfaces shall be supplied on weekends and holidays as well as workdays. Dust-producing activities shall be discontinued during high wind periods. * 11. All physical improvements shall be in place prior to occupancy of any building in the project. If occupancy within the project is requested to occur in phases, all physical improvements serving that phase shall be required to be in place prior to occupancy, except for items specifically excluded in a construction-phases occupancy plan approved by the Planning Division. No building shall be occupied until heavy construction activity in the adjoining area is complete, the area to be occupied is determined to be safe, accessible, provided with all reasonably expected services and amenities, and is appropriately separated from remaining additional construction activity. * 12. As part of the initial submittal for the demolition permit and/or building permit review process (whichever occurs first), the developer shall submit a written Compliance Report detailing how the conditions of approval for this project have been complied with. This report shall list each condition of approval followed by a description of what the developer has provided as evidence of compliance with that condition. The report is subject to review and approval by the City Engineer, Chief of Planning, and/or Chief Building Official, and may be rejected if it is determined to not be comprehensive with respect to the applicable conditions of approval. 13. Except as provided for through these project conditions of approval, development of the commercial portion of the project, and the allowable and conditionally allowable uses established within this portion of the PAGE 8 OF RESOLUTION NO. 2022-09 project, shall comply with DBD; Downtown Business District Area 11 - Special Opportunity Site standards. 14. The developer shall create a construction staging plan that addresses the ingress and egress location for all construction vehicles, parking and material storage area. This plan shall be subject to review and approval by the Planning and Engineering Divisions prior to the issuance of a demolition permit, grading permit, or building permit. No staging or storage shall occur in the public right-of-way or on publicly owned property unless preauthorization is secured from the Engineering Division through an encroachment permit. 15. If tree removal must take place between February 1st and August 31st,, preconstruction nesting surveys shall be conducted by a qualified biologist to ensure no nesting birds would be impacted by the trees’ removal. If birds are determined to be nesting in the tree(s) slated for removal or in a nearby tree that could be disturbed by noise, a non-disturbance buffer shall be demarcated around the nest tree and no disturbance shall occur within the buffer zone until the present birds have finished nesting. Once nesting is completed and the young birds are flying freely, the non-disturbance buffer may be removed. 16. A deed notification shall be recorded to run with the title of each residential condominium created under this project which notifies the owner that Hartz Avenue is subject to closure during various special event throughout the year. At those, times, the owner may not have vehicular access to or from the development’s parking garage. B. SITE PLANNING 1. Exterior wall-mounted lighting shall be at the minimum lighting intensity necessary to provide adequate lighting for safety and security purposes. Project light fixtures shall be of a design that generally screens the view of the light source and provides down-directed lighting. Prior to the issuance of building permits, the developer shall submit a photometric plan as part of the lighting plan that indicates lighting locations and fixture details and provides the corresponding photometric information. This plan shall be subject to review and approval by the Planning Division and Design Review Board (DRB). If required by the Planning Division and/or the DRB, field modifications found necessary to prevent inappropriate levels of off- site light intrusion and/or glare shall be made. 2. The location of any pad mounted electrical transformers shall be subject to review and approval by the Planning Division. Unless determined not PAGE 9 OF RESOLUTION NO. 2022-09 feasible by these reviewing bodies, such transformers shall not be located between any street and the front of a building and shall be adequately screened and mitigated with appropriate landscaping. 3. The applicant shall dedicate a public access easement over the trail connection from Hartz Avenue to the Front Street parking lot. Appropriate lighting shall be installed to allow for safe nighttime passage. The walkway shall remain open and available to the public. 4. Wildlife exclusion fencing would be installed around the perimeter of the drainage channel, the perimeter of the project site, and around environmentally sensitive areas and any documented occurrences of rare plants to ensure that ground dwelling wildlife species are precluded from accessing the construction area. C. LANDSCAPING * 1. Final Landscape and Irrigation Plans (Landscape Plans), with planting shown at 1”=20’ scale, shall be submitted for review and approval by the Planning Division and Design Review Board. The plan shall include common names of all plant materials and shall indicate the size that various plant materials will achieve within a five-year period of time. 2. All plant material shall be served by an automatic underground irrigation system and maintained in a healthy growing condition. The irrigation system shall comply with East Bay Municipal Utility District’s Section 31 Water Efficiency requirements, including use of a weather-based controller with soil moisture probe and rain-shutoff switch. 3. Generally, trees shall be a minimum of 15-gallon container size. The screen trees in the rear and side of the building shall be minimum 24” box size trees. All trees shall be properly staked. All shrubs used in the project, which are not used as ground cover, shall be a minimum of five gallons in size. * 4. All landscaped areas not covered by shrubs and trees shall be planted with live ground cover. All proposed ground cover areas shall be planted and maintained so that they fill in the affected landscape areas within a two- year period. 5. The developer shall be responsible for the installation of sidewalk beautification elements, or the repair of previously installed improvements, such as brick banding and street trees, consistent with the Town’s PAGE 10 OF RESOLUTION NO. 2022-09 Downtown Beautiful Plan. New curb, gutter, and sidewalk shall be constructed where need to replace existing driveway cuts. 6. The developer shall be required to mitigate the loss of 10 Town-protected trees. The total diameter of trees to be removed is 211.5 inches. As a result, the applicant shall be responsible for the planting of either 106 15-gallon trees or 53 24-inch box size trees. It is anticipated that these trees would not be able to be planted on site, given the footprint of the proposed building. Therefore, trees would be planted off-site within Town parks and open space area subject to the applicant’s payment of an off-site mitigation fee. The mitigation fee shall be $250.00 per 15-gallon tree or $500.00 per 24-inch box size tree. 7. The developer shall work with the project arborist and the Town and attempt to preserve Tree #101. Should this tree be able to be preserved, the mitigation tree replacement described in the condition above may be reduced accordingly. D. ARCHITECTURE * 1. All ducts, meters, air conditioning and/or any other mechanical equipment, whether on the building or on the ground, shall be effectively screened from view with landscaping or materials architecturally compatible with the main buildings. 2. Trash, refuse and recycling shall be contained within a trash/recycling enclosure that is architecturally compatible with the project architecture. Unless otherwise authorized by the Planning Division, the enclosure design and location shall be substantially as depicted on the project drawings cited in Condition of Approval #A.1. a., above (i.e., shall be integrated as part of the structure containing within the below grade parking garage. The trash/recycling area shall have lockable and self-closing doors. Prior to the issuance of a building permit, the developer shall coordinate with the project site’s solid waste purveyor to verify that the planned trash/recycling area is appropriately sized and located to handled projected trash and recycling generation levels for the project. The area drain for the trash/recycling area shall be connected to the sanitary sewer, not the storm drain system. 3. Samples of final materials and the proposed color palette shall be submitted for review and approval by the Design Review Board (DRB) prior to the issuance of building permits for new construction. Color mock-ups shall be made available at the project site prior to scheduling the project buildings for final DRB review. PAGE 11 OF RESOLUTION NO. 2022-09 4. Final architectural elevations, details, and revisions, presented in construction plan detail, shall be submitted for review and approval by the DRB prior to issuance of building permits for the project. 5. Details for Master Sign Program Sign Review request shall be submitted for review and approval by the Design Review Board. 6. No window tinting is permitted in any windows or doors without prior authorization from the Planning Division. 7. Unless otherwise directed through building code regulations, roof vents established on the residential buildings which are visible from the surrounding public or private roadway system shall be limited to low profile roof vents. All residential roof vents shall be painted a color to blend with the roof and shall be painted with a flat finish. 8. In conjunction with the preparation of the final working drawings for the residential buildings, efforts shall be made to maximize the size of individual storage areas available to all project residential units. 9. Final architectural drawings shall reflect Hartz Drive Entry Studies Option B. E. PARKING 1. The applicant shall be required to pay the Town’s off-site parking in-lieu fee for parking demand created by the project which will not be accommodated on-site. For multifamily developments, the Downtown Business District Ordinance require 1 space and ½ guest spaces for one- bedroom units and 2 spaces and ¼ guest spaces for two-bedroom units. As a result, 77.25 parking spaces are required for the residential component of the project. For the proposed 3,920 s.f. retail area, the parking requirement is one space per 250 s.f. for a total of 15.68 parking spaces. The project proposes 79 on-site parking spaces, as a result the project would be required to purchase 13.93 spaces off-site through payment of the Town’s off-site parking in-lieu fee. Assuming retail use of all 3,920 square feet of the commercial area, the fee would be $40,943. If full service or limited service restaurant is proposed to occupy the commercial space, additional fees, subject to the fees in place at the time of issuance of tenant improvement plans, shall be paid to the Town. PAGE 12 OF RESOLUTION NO. 2022-09 2. Prior to the issuance of a building permit for the project, a Parking Management Plan agreement for the project shall be developed and submitted for review and approval by the Planning Division and the Transportation Division. Each commercial tenant occupying the project shall be provided an executed copy of the Parking Management Plan along with their rental agreements and each individual lessee shall submit written verification of their awareness and acceptance of the requirements of the Plan. The Plan shall include, at a minimum, the following provisions: (a) commitment to provide and maintain directional signage indicating where the nearest municipal parking facilities are located; (b) a system to monitor ongoing compliance with the Plan; (c) a mechanism to allow changes to the Plan as may be deemed necessary over time to meet the established goals of the Plan (with such changes to be submitted to the Planning Division and the Transportation Division for review and approval); (d) commitment by the property owner to provide commute alternative information to all tenants prior to their respective occupancies in the project; (e) a commitment by the property owner that all reasonably feasible efforts shall be made to enforce the intent and requirements of the Plan; (f) commitment by the property owner to require all business owners and their employees to secure. * 3. All parking spaces shall be striped and provided with wheel stops unless they are fronted by concrete curbs, in which case sufficient areas shall be provided beyond the ends of all parking spaces to accommodate the overhang of automobiles. * 4. Where authorized, compact car spaces shall be clearly designated with appropriate pavement marking. Compact spaces shall be no less than 8 feet by 16 feet in size, inclusive of allowable overhang. 5. Regulatory signage/curb painting for non-parking sections of the interior roadways shall be provided, if deemed necessary, to the satisfaction of the San Ramon Valley Fire Protection District and the Engineering Division. 6. All parking spaces located within the accessed-controlled residential garage shall be maintained and utilized for their intended purpose (i.e., to allow the assigned parking of resident vehicles). Language shall be included within the project CC&Rs that specifies this requirement and establishes a mechanism for property-owner imposed fines for residents who do not comply with this requirement. 7. The developer shall be required to unbundle the parking cost from the sale price: residents pay one price for the unit and a separate price for parking, should they PAGE 13 OF RESOLUTION NO. 2022-09 opt for a space. The cost of parking shall be adjusted such that resident parking demand and supply are in equilibrium. This requirement shall be included within the project CC&Rs. 8. The developer shall assign specific parking spaces to tenants who opt to lease a parking space and provide flexible parking space lease terms that allow for termination of the parking space lease during the residential term. This requirement shall be included within the project CC&Rs. 9. Tandem spaces shall be assigned to the same unit. This requirement shall be included within the project CC&Rs. F. GRADING * 1. Any grading on adjacent properties will require prior written approval of those property owners affected. * 2. At least one week prior to commencement of demolition or grading activities, the developer shall post the site and mail to: (a) the owners of property within 300 feet of the exterior boundary of the project site; (b) the business owners of businesses within 300 feet of the project boundary; and (c) the Planning Division, a notice that construction work will be commencing at the project site. The notice shall include the appropriate list of project contact persons, indicating name, title, phone number and area of responsibility of such persons. The person responsible for maintaining the list shall also be indicated on the notice. The notice shall be kept current at all times, posting the persons with authority to initiate corrective action in their area of responsibility. The names of individuals responsible for dust, noise and litter control shall be expressly identified on the notice. * 3. Where geotechnical conditions encountered in grading operations and/or site preparation work are different from that anticipated in the preliminary geotechnical report or the design-level geotechnical exploration, a revised report shall be prepared and submitted for review and approval by the Engineering Division. It shall be accompanied by an engineering and geological opinion as to the safety of the site from settlement and seismic activity. G. STREETS * 1. The developer shall obtain an encroachment permit from the Engineering Division prior to commencing any construction activities within any public right-of-way or easement. PAGE 14 OF RESOLUTION NO. 2022-09 * 2. Project street signing shall be installed by the developer, as may be required by the Engineering Division. Traffic signs and parking restriction signs, which may be required to be installed, shall be subject to review and approval by the Transportation Division and the Police Department. 3. All mud or dirt carried off the construction site onto adjacent streets shall be swept each day. Water flushing of site debris or sediment, or concrete washing is prohibited. * 4. Any damage to street improvements now existing or done during construction on or adjacent to the subject property shall be repaired to the satisfaction of the Engineering Division, at full expense to the developer. This shall include slurry seal, overlay or street reconstruction if deemed warranted by the Engineering Division. 5. All improvements within the public right-of-way, including curb, gutter, sidewalks, driveways, paving and utilities, shall be constructed in accordance with approved standards and/or plans and shall comply with the standard plans and specifications of the Development Services Department and Chapters XII and XXXI of the Danville Municipal Code. At the time project improvement plans are submitted, the developer shall supply to the Engineering Division an up-to-date title report for the subject properties. 6. The applicant shall prepare and implement a Residential Travel Demand Management (TDM) Plan. Prior to issuance of residential building permits, the project applicant shall develop a TDM Plan for the residential components of the proposed project, including any anticipated phasing, and shall submit the TDM Plan to the Town for review and approval. The TDM Plan shall identify trip reduction strategies as well as mechanisms for funding and overseeing the delivery of trip reduction programs and strategies. Trip reduction strategies applicable to the residential portions of the proposed project may include, but are not limited to, the following: a. Increase Transit Accessibility; b. Provide Traffic Calming Measures; c. Provide Carpooling Programs; d. Implement Car-Sharing Program; e. Provide a Transit Riders Guide; f. Provide an Online TDM Information Center; g. Increase Bicycle and Pedestrian Facilities/Amenities; h. Free Trial Rides on Transit Services; I. Implement a Subsidized or Discounted Transit Program. 7. The TDM Plan shall require regular periodic evaluation of the program to determine if the program goals in reducing automobile travel are satisfied and to assess the effectiveness of the various strategies implemented. Site management shall conduct annual travel surveys and driveway counts to monitor the amount of PAGE 15 OF RESOLUTION NO. 2022-09 automobile travel generated by the project. Based on the results of the surveys, the TDM programs shall be increased if these requirements are not met. Annual travel surveys and driveway counts (TDM program monitoring) shall be conducted for the first two years following project occupancy. The results of the monitoring program and travel surveys shall be submitted to the Town for review and approval. If the program VMT reduction goals are met in the first two years, annual monitoring and surveys shall be suspended. If the program’s VMT reduction goals are not satisfied, site management shall prepare and submit for Town approval a Corrective Action Plan: The Corrective Action Plan shall detail the additional TDM measures to be implemented on site and their expected travel/mode split reduction. Additional annual travel surveys and driveway counts shall be conducted for the two years following the implementation of the Corrective Action Plan to determine if the program’s VMT reduction goals are satisfied. 8. The applicant shall be required to install signage and/or curb markings to restrict parking directly adjacent to the entrance to the garage driveway at a length of 15 feet to enhance traffic safety and maintain line of sight. 9. New landscaping at driveway area shall be low level shrubs (appropriately maintained) that do not impede sight distance. 10. The applicant shall Install a R1-1 “STOP” sign at the garage driveway entrance for vehicles exiting the driveway. 11. To alert pedestrians of vehicles exiting the garage, the applicant shall install an electronic warning sign system at the garage driveway entrance, and shall be subject to review and approval by the Transportation Division. 12. The applicant shall provide a sidewalk width along the project’s frontage in accordance with city standards. 13. The applicant shall work with the Town to designate a 50-foot convertible commercial/passenger loading zone demarcated with signage and curb markings along the project’s Hartz Avenue frontage to allow for retail deliveries and residential loading and unloading. 14. To confirm vehicles’ ability to turn properly into the proposed on-site parking spaces, the applicant shall provide turning movement analysis for passenger vehicles prior to recordation of the condominium map. 15. The applicant shall install EV Charging Stations in accordance with State Requirements. PAGE 16 OF RESOLUTION NO. 2022-09 16. Prior to issuance of building permits, the applicant shall provide details regarding the bicycle storage rooms to confirm proposed supply and configuration for long- and short-term bicycle parking. The applicant shall also be responsible for the installation of bicycle racks at the project frontage as determined by the Town’s Transportation Manager. 17. The parking space in the southwest corner of the parking garage shall be designated for motorcycle parking only. * 18. Disabled access ramps shall be provided at all pedestrian street crossing locations, as required by the Engineering Division and pursuant to Caltrans Standard Plan RSP A88A and A88B. H. INFRASTRUCTURE 1. Domestic water service shall be from the East Bay Municipal Utility District (EBMUD) water system in accordance with the requirements of the District. * 2. All wastewater shall be disposed into an existing sewer system. Sewer disposal service shall be from the Central Contra Costa Sanitary District sewer system in accordance with the requirements of the District. * 3. Drainage facilities and easements shall be provided to the satisfaction of the Engineering Division. * 4. All runoff from impervious surfaces shall be intercepted at the project boundary and shall be collected and conducted via an approved drainage method through the project to an approved storm drainage facility in accordance with the Preliminary Stormwater Control Plan, the C-3 Provision of the adopted Municipal Regional Permit, and as determined by the Engineer Division. Development which proposes to contribute additional water to existing drainage systems shall be required to complete a hydraulic study and make improvements to the system as required to handle the expected ultimate peak water flow and to stabilize erosive banks that could be impacted by additional storm water flow. * 5. Unless otherwise directed through the project’s approved Stormwater Control Plan, roof drainage from buildings shall be collected via a closed pipe and conveyed to an approved storm drainage facility in the street curb. No concentrated drainage shall be permitted to surface flow across sidewalks. PAGE 17 OF RESOLUTION NO. 2022-09 * 6. Any portion of the drainage system that conveys runoff from public streets shall be installed within a dedicated drainage easement, or public street. * 7. If a storm drain must cross a lot, or be in an easement between lots, the easement shall be equal to or at least double the depth of the storm drain. * 8. The developer shall furnish proof to the Engineer Division of the acquisition of all necessary rights of entry, permits and/or easements for the construction of off-site temporary or permanent road and drainage improvements. I. MISCELLANEOUS * 1. The project shall be constructed as approved. Minor modifications in the design, but not the use, may be approved by the Planning Division. Any other change will require Planning Commission approval through submittal of a Revised Final Development Plan application. * 2. Pursuant to Government Code section 66474.9, the developer (including the developer or any agent thereof) shall defend, indemnify, and hold harmless the Town of Danville and its agents, officers and employees from any claim, action or proceeding against the Town or its agents, officers, or employees to attack, set aside, void, or annul, the project approval, which action is brought within the time period provided for in Section 66499.37. The Town will promptly notify the developer of any such claim, action or proceeding and cooperate fully in the defense. 3. Use of a private gated vehicular entrance for the at-grade structured parking that is to serve the residential units in the project is authorized by this approval. The gate shall be maintained in good working order, with that maintenance to include actions necessary to keep the gate’s operational noise levels at the intended design standard cited by the gate manufacturer. 4. The location, design and number of gang mailbox structures serving the residential portion of the project shall be subject to review and approval by the Planning Division and the local Postmaster. 5. A final Stormwater Control Plan (SCP) that defines all Drainage Management Areas (DMAs) and related Integrated Management Practices (IMPs) shall be submitted for review and approval by the Engineering Division prior to issuance of grading or building permits for the project. The SCP shall be substantially consistent with the Preliminary Stormwater Control Plan cited in Project Condition of Approval A.1., above. All C.3 PAGE 18 OF RESOLUTION NO. 2022-09 stormwater facilities detailed in the SCP shall conform in size and dimension to the minimum requirements contained the Contra Costa Clean Water Program Stormwater C.3 Guidebook in place at the time application in made for project grading or building permits. All final construction, architecture, landscaping, and improvement plan details prepared for the project shall conform to the approved final SCP. Unless otherwise authorized by the Engineering Division, the SCP shall be submitted for review and approval prior to submittal of the project improvement plans or grading plans to verify that all DMAs are properly described, sized, and located. 6. A Stormwater Facilities Operation and Maintenance Plan, consistent with the project’s SCP and applicable Contra Costa Clean Water Program instructions, shall be submitted for review and approval by the Engineering Division prior to approval of the initial frame inspection for a project building permit. The approved Stormwater Facilities Operation and Maintenance Plan shall be executed and recorded prior approval of the initial final inspection for a project building permit. 7. A minimum of 15% (five)of the project residential units in the project shall be made available to moderate-income households for a term of 20 years. The developer shall enter into a formal agreement which specifies the maximum income of the buyers, regulates the terms of occupancy, resale or any other restriction deemed necessary to assure the long-term affordability of the units to the target households. This agreement shall be subject to approval by the Danville Town Council prior to recordation of the final map or issuance of building permits for new building construction. 8. An Owner’s Association shall be formed for the residential portion of the project. The Owner’s Association, through project-specific covenants, conditions, and restrictions (CC&Rs), shall be responsible for commonly owned facilities and landscaping. The CC&Rs shall include appropriate restrictions relating to the use of project parking and storage to meet the intent and requirements of these conditions of approval. Draft CC&Rs shall be submitted to the Planning Division and City Attorney for review and approval a minimum of 60 days prior to the individual sale of any of the units. 9. In recognition of the project’s location within the San Ramon Creek watershed and Drainage Area 10 of the Contra Costa County Flood Control & Water Conservation District (FC District), the project shall make payment of appropriate drainage fees respectively being a $0.10 per square foot of net new impervious surface area drainage fee for the San Ramon Creek PAGE 19 OF RESOLUTION NO. 2022-09 watershed (based on the FC District’s standard impervious surface area ordinance) and a drainage fee consistent with FC District Ordinance No. 92- 52 for the Drainage Area 10 watershed. APPROVED by the Danville Planning Commission at a regular meeting on May 10, 2022, by the following vote: AYES: - NOES: - ABSENT: - ABSTAIN: - ____________________________ CHAIRMAN APPROVED AS TO FORM: ____________________________ ______________________________ CITY ATTORNEY CHIEF OF PLANNING ATTACHMENT B “Small Town Atmosphere Outstanding Quality of Life” 5 1 0 L A G O N D A W A Y , D A N V I L L E , C A L I F O R N I A 9 4 5 2 6 Administration Building Engineering & Planning Transportation Maintenance Police Parks and Recreation (925) 314-3388 (925) 314-3330 (925) 314-3310 (925) 314-3310 (925) 314-3450 (925) 314-3410 (925) 314-3400 DRAFT MITIGATED NEGATIVE DECLARATION OF ENVIRONMENTAL SIGNIFICANCE LEAD AGENCY: Town of Danville -- (David Crompton) NAME OF PROJECT: DEV21-0013 – 600 Hartz Avenue PROJECT DESCRIPTION: Condominium subdivision map, Development Plan request DEV21-0013 and Land Use Permit request LUP 22-0009 allowing the construction of a new 51,290 square foot two-story mixed-use building. The proposed development includes 37 residential condominium units totaling 46,680 square feet, and 3,920 square feet of commercial retail space along the Hartz Avenue frontage. The proposed project includes a 31,360 square foot subterranean parking garage. A Land Use Permit is requested to allow residential use on the ground floor (behind commercial space fronting Hartz Avenue), and a Tree Removal request is proposed to allow for the removal of 10 Town- protected trees. ENVIRONMENTAL EFFECTS/MITIGATION MEASURES: 1.BIOLOGICAL RESOURCES:Will the Project: a)Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? Less than Significant with Mitigation Incorporated. The project would redevelop an existing developed site and would not expand the development footprint. The project is not projected to impact special-status species. All raptors and other nesting migratory birds are protected under the Migratory Bird Treaty Act and their eggs and young are protected under California Fish and Game Codes. A nesting survey would be conducted prior to commencing with construction work if this work would commence between February 1st and August 31st. If a nest is found, a buffer around the tree with ATTACHMENT C May 6, 2022 Page 2 the nest will be installed, which would be identified by a qualified biologist. MITIGATION MEASURE 1: If tree removal must take place between February 1st and August 31st,, preconstruction nesting surveys shall be conducted by a qualified biologist to ensure no nesting birds would be impacted by the trees’ removal. If birds are determined to be nesting in the tree(s) slated for removal or in a nearby tree that could be disturbed by noise, a non-disturbance buffer shall be demarcated around the nest tree and no disturbance shall occur within the buffer zone until the present birds have finished nesting. Once nesting is completed and the young birds are flying freely, the non-disturbance buffer may be removed. MITIGATION MEASURE 2: Wildlife exclusion fencing would be installed around the perimeter of the drainage channel, the perimeter of the project site, and around environmentally sensitive areas and any documented occurrences of rare plants to ensure that ground dwelling wildlife species are precluded from accessing the construction area. In addition, evidence that appropriate permits from the various resource agencies shall be submitted to the Town prior to issuance of building permits. 2.CULTURAL RESOURCES:Would the project result in: c)Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Less than Significant with Mitigation Incorporated. The proposed project is in a general location where artifacts and internments related to the Tatcan Miwok Indian tribes which historically occupied the area. MITIGATION MEASURE 3: In the event that subsurface archeological remains are discovered during any construction or pre-construction activities on the site, all land alteration work within 100 feet of the find shall be halted, the Town Planning Division notified, and a professional archeologist, certified by the Society of California Archeology and/or the Society of Professional Archeology, shall be notified. Site work in this area shall not occur until the archeologist has had an opportunity to evaluate the significance of the find and to outline appropriate mitigation measures, if they are deemed necessary. If prehistoric archaeological deposits are discovered during development of the site, local Native American organizations shall be consulted and involved in making resource management decisions. 3.HYDROLOGY AND WATER QUALITY:Would the project result in: a)Violate any water quality standards or waste discharge requirements? Less than Significant with Mitigation Incorporated. Compliance with the Town’s stormwater run-off requirements will ensure no water quality May 6, 2022 Page 3 standards are violated. The integrated management practices (IMPs) proposed for the treatment areas will be consistent with the recommendations of the Contra Costa Clean Water Program. The proposed project will conform to the Town’s Stormwater Management and Discharge Control Ordinance (Ord. No. 2004-06) and all applicable construction Best Management Practices (BMPs) for the site. A project Operations Maintenance Plan and Agreement will also be developed and recorded for this site. New storm drain outlets located within Green Valley Creek may be required. MITIGATION MEASURE 4: A robust erosion control plan shall be developed to ensure water quality and aquatic resources in Green Valley Creek are not impacted. The erosion control plan should include proactive measures to prevent sediment and contaminants from entering the drainage on the east side of the site as a result of project activities both during and after construction. 4. NOISE: Would the project result in: d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Less than Significant with Mitigation Incorporated. Noise levels would temporarily be increased due to noise associated with the construction of the project. The noise impact will be less than significant given required standard conditions of approval which define and limit hours of construction. MITIGATION MEASURE 5: The applicant shall require their contractors and subcontractors to fit all internal combustion engines with mufflers, which are in good condition, and to locate stationary noise-generating equipment as far away from existing residences as feasible. MITIGATION MEASURE 6: Construction activity shall be restricted to the period between the weekday hours of 7:30 a.m. to 5:30 p.m. (Mondays through Fridays), unless otherwise approved in writing by the City Engineer for general construction activity and the Chief Building Official for building construction activity. Prior to any construction work on the site, including grading, the applicant shall install a minimum 3’ x 3’ sign at the project entry which specifies the allowable construction work days and hours, and lists the name and contact person for the overall project manager and all contractors and sub-contractors working on the job. 5. TRANSPORTATION/TRAFFIC -- Would the project: a) Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in a substantial increase in either the May 6, 2022 Page 4 number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? Less than Significant with Mitigation Incorporated. MITIGATION MEASURE 7: The applicant shall prepare and Implement Residential Travel Demand Management (TDM Plan) - Prior to issuance of residential building permits, the project applicant shall develop a TDM Plan for the residential components of the proposed project, including any anticipated phasing, and shall submit the TDM Plan to the City for review and approval. The TDM Plan shall identify trip reduction strategies as well as mechanisms for funding and overseeing the delivery of trip reduction programs and strategies. Trip reduction strategies applicable to the residential portions of the proposed project may include, but are not limited to, the following: a. Increase Transit Accessibility b. Provide Traffic Calming Measures c. Provide Carpooling Programs d. Implement Car-Sharing Program e. Provide a Transit Riders Guide f. Provide an Online TDM Information Center g. Increase Bicycle and Pedestrian Facilities/Amenities h. Free Trial Rides on Transit Services i. Implement a Subsidized or Discounted Transit Program MITIGATION MEASURE 8: The applicant shall be required to install “No public parking” signage at the entrance to the garage driveway. MITIGATION MEASURE 9: New landscaping at driveway area shall be low level shrubs (appropriately maintained) that do not impede sight distance. MITIGATION MEASURE 10: The applicant shall Install a R1-1 “STOP” sign at the garage driveway entrance for vehicles exiting the driveway. MITIGATION MEASURE 11: To alert pedestrians of vehicles exiting the garage, the applicant shall install a PASS Car Coming Warning Sign and Control System (or equivalent) on both sides of the sidewalk at the garage driveway entrance. MITIGATION MEASURE 12: The applicant shall provide a sidewalk width along the project’s frontage in accordance with city standards. MITIGATION MEASURE 13: The applicant shall work with the Town to designate 50 feet of yellow curb along the project’s Hartz Avenue frontage to allow for retail deliveries and residential loading and unloading. MITIGATION MEASURE 14: To confirm vehicles’ ability to turn properly into the proposed parking spaces, the applicant shall provide turning movement analysis for passenger vehicles prior to recordation of the condominium map. MITIGATION MEASURE 15: The applicant shall install EV Charging Stations in accordance May 6, 2022 Page 5 with State Requirements. MITIGATION MEASURE 16: Prior to issuance of building permits, the applicant shall provide details regarding the bicycle storage rooms to confirm proposed supply and configuration for long- and short-term bicycle parking. The applicant shall also be responsible for the installation of bicycle racks at the project frontage as determined by the Town’s Transportation Manager. MITIGATION MEASURE 17: The parking space in the southwest corner of the parking garage shall be designated for motorcycle parking only. MITIGATION MEASURE 18: The developer shall be required to unbundle the parking cost from the rent: residents pay one price for the unit and a separate price for parking, should they opt for a space. The cost of parking shall be adjusted such that resident parking demand and supply are in equilibrium. This requirement shall be included within the project CC&Rs. MITIGATION MEASURE 19: The developer shall assign specific parking spaces to tenants who opt to lease a parking space and provide flexible parking space lease terms that allow for termination of the parking space lease during the residential term. This requirement shall be included within the project CC&Rs. MITIGATION MEASURE 20: Tandem spaces shall be assigned to the same unit. This requirement shall be included within the project CC&Rs. DETERMINATION: Based upon the above identified mitigation measures, no significant environmental impacts are anticipated to be associated with the subject project. A Draft Mitigated Negative Declaration of Environmental Significance has been prepared. The Initial Study was prepared by the Planning Department, Town of Danville. Copies of the Initial Study may be obtained at the Town offices located at 510 La Gonda Way, Danville, California 94526. ATTEST: David Crompton Chief of Planning Traverso Tree Service Phone: 925-930-7901 • 4080 Cabrilho Drive, Martinez, CA 94553 • Fax: 925-9723-2442 February 17, 2021 Eric J Chevalier The ADDRESS Company 1840 San Miguel Drive, Suite 208 Walnut Creek, CA 94596 925-272-4750 | ejchevalier@theaddress.company Re: Arborist Report for 600 Hartz Ave, Danville Dear Eric, This arborist report addresses the proposed mixed use project at 600 Hartz Ave. Per the Town of Danville’s Tree Preservation Ordinance Chapter 32-79, the scope of work includes: •Tag, identify and measure all protected trees on or overhanging the property, within 50’of proposed improvements. Protected trees are defined as: o Any of the following native trees with a trunk 10” or greater in diameter measured at 4.5’ above grade, or for a multi-trunked tree, a combination of trunks totally 20”or greater in diameter: Canyon Live Oak (Quercus chrysolepis), Blue Oak (Q. douglasii), California Black Oak (Q. kelloggi), Interior Live Oak (Q. wislizenii),White Alder (Alnus rhombifolia), California Bay (Umbellularia californica), CoastLive Oak (Q. agrifolia), Valley Oak (Q. lobata), California Buckeye (Aesculus californica), California Sycamore (Platanus racemosa), Madrone (Arbutus menziesii), London Plane Tree (Platanus acerifolia) o Any Heritage (> 36” diameter) or Memorial tree. o A tree shown to be preserved on an approved Development Plan or specially required by the Planning Commission to be retained as a condition of approval. o A tree required to be planted as mitigation for the removal of a protected tree. •Identify dripline locations and tree numbers on site plan. •Assess individual tree health and structural condition. •Assess proposed improvements for potential encroachment. •Based on proposed encroachment, tree health, structure, and species susceptibility, make recommendations for preservation. •Provide appraised values for all trees whose driplines will be encroached. Project Summary The property currently houses Faz Restaurants & Catering, with the restaurant building located at the south end of the property by Hartz Avenue. The property opens up to the north with a large parking lot, the east edge of which follows the drainage channel along Front Street. The proposed project will demolish the existing structures and hardscape to construct a 3-level mixed-use development, with parking on the basement level. The footprint of the proposed building extends up to the flood control easement, and per our email communication, the ATTACHMENT D Arborist Report, 600 Hartz Ave February 18, 2021 Jennifer Tso, Certified Arborist 2 The proposed project will demolish everything on the site and construct a new mixed-use development on the site, with a footprint extending up to the flood control easement. There will be a total of three levels, including a basement level. Per our email communication, the entire site will be excavated for the basement parking. Nearly a hundred trees are found on the site, consisting primarily of redwoods, native oaks, and other ornamental species. The majority of the trees are planted along the perimeter, and others are found in small parking lot planters or in the restaurant’s outdoor deck. Only ten trees are considered protected per the Town ordinance: six oaks and four Heritage redwoods. Given the density of the proposed development, it is my opinion that nine (9) protected trees will need to be removed to construct the proposed project, including four (4) Heritage trees. The last protected oak may also need to be removed if significant over-excavation is needed (into the flood control easement), especially since its canopy will also need to be cut back significantly. Assumptions & Limitations This report is based on my site visit on 10/6/20 and the conceptual plan set by LCA Architects dated 10/2/20. It was assumed that the trees and the proposed improvements were accurately surveyed. A few trees were not surveyed, so I approximately located them on the tree protection plan. Their precise locations will not affect the recommendations within this report. The health and structure of the trees were assessed visually from ground level. No drilling, root excavation, or aerial inspections were performed. Internal or non-detectable defects may exist and could lead to part or whole tree failures. Due to the dynamic nature of trees and their environment, it is not possible for arborists to guarantee that trees will not fail in the future. Figure 1. Tree #108 is a heritage redwood at Hartz Avenue. Its roots have been lifting the street and asphalt (visible at lower left) and will be significantly disturbed by grading for the new hardscape, ramp, and building. Arborist Report, 600 Hartz Ave February 18, 2021 Jennifer Tso, Certified Arborist 3 Tree Inventory & Assessment Table #s: Each tree was given a square metal tag with numbers ranging from #101-110. Their locations are given in the tree protection plan. DBH (Diameter at Breast Height): Trunk diameters in inches were measured at 4.5’ above average grade with a diameter tape. Height of measurement may deviate from the standard on atypical trunks; deviations are noted under the “Comments” section. Health & Structural Condition Rating Dead: Dead or declining past chance of recovery. Poor (P): Stunted or declining canopy, poor foliar color, possible disease or insect issues. Severe structural defects that may or may not be correctable. Usually not a reliable specimen for preservation. Fair (F): Fair to moderate vigor. Minor structural defects that can be corrected. More susceptible to construction impacts than a tree in good condition. Good (G): Good vigor and color, with no obvious problems or defects. Generally more resilient to impacts. Dripline: Canopy radius was visually estimated in each cardinal direction. Age Young (Y): Within the first 20% of expected life span. High resiliency to encroachment. Mature (M): Between 20% - 80% of expected life span. Moderate resiliency to encroachment. Overmature (OM): In >80% of expected life span. Low resiliency to encroachment. DE: Dripline Encroachment (X indicates encroachment) CI: Anticipated Construction Impact (L = Low, M = Moderate, H = High) # Species DBH Health Structure Dripline N E S W Age DE CI Comments Action 101 Valley oak (Quercus lobata) 33.5 G F 45NW 0 45SW 45W M X M-H/H Protected tree; Off-site. Trunk partially horizontal. Many closed cankers on trunk up to 10' (also seen on oak across swale). Not much hardscape damage - uneven areas may be due to age, not roots. Ivy climbing trunk. Leaf litter obscuring trunk flare. Asymmetrical lean to W is correcting. Good summer growth. 25' from proposed basement/structure; significant crown reduction needed. Arborist to review grading plans; may need to be removed if grading is extensive. Install temporary 6’ chain-link fencing. Pruning to be done by ISA certified personnel. Arborist Report, 600 Hartz Ave February 18, 2021 Jennifer Tso, Certified Arborist 4 # Species DBH Health Structure Dripline N E S W Age DE CI Comments Action 102 Coast redwood (Sequoia sempervirens) 41 F-P F 20 20 20 20 M X H Heritage tree. Base of trunk growing up to hardscape, relatively low damage for size (root shaped damage to N at 2' from trunk; some lifting 18' to NE but cause unclear). 2.5' long trunk canker on S side of trunk. Sparse chlorotic canopy; some scaffolds failed. In proposed building. Remove. 103 Valley oak 22.5 G F 40NW 0 30 50 M X H Protected tree. 45° lean to W/NW due to shading by multiple trees, somewhat corrected (canopy in 1/3 of potential crown area). Very strong summer growth. Base of trunk in contact with asphalt, obscured by leaf debris. Upper branch failed, still in tree. 8' from proposed building; entire canopy will need to be removed for construction. Remove. 104 Coast live oak (Quercus agrifolia) 22.5 G G 28 30 30 15 M X H Protected tree. Minor sycamore borer at base. Sparse canopy with some twig dieback (likely related to heat wave), strong summer shoots. Trunk flare significantly lifting asphalt. 2' from proposed building & surrounded by others. Remove. 105 Coast live oak 20 G F 12 0 25 10 Y X H Protected tree. Narrow co-dominant stems at 12' & 18' with bark inclusion. Minor sycamore borer damage at base. Slightly sparse canopy, reduced due to shading by adjacent trees. 2' from proposed building & surrounded by others. Remove. 106 Coast live oak 16 G G-F 20 10 18 18 Y X H Protected tree. Minor sycamore borer damage. Trunk 1' from asphalt, moderate lift; engulfing lighting box. 2' from proposed building & surrounded by others. Remove. 107 Valley oak 11.5 G F-P 0 0 25 25 Y X H Protected tree. Not surveyed. 45° phototropic lean to south (dog-leg trunk with low taper). Good summer growth. Tree may be damaged by cedar removal & stump grinding. 3’ from proposed building. Remove. Arborist Report, 600 Hartz Ave February 18, 2021 Jennifer Tso, Certified Arborist 5 # Species DBH Health Structure Dripline N E S W Age DE CI Comments Action 108 Coast redwood 42.5 F G 4 15 15 15 M X H Heritage tree. Significantly lifting driveway & patched asphalt (damage to sidewalk relatively minor for size). Slightly sparse canopy with off-color & less-dense foliage. In proposed ramp. Remove. 109 Coast redwood 37.5 F-P F 18 18 18 18 M X H Heritage tree. Sparse canopy. In landscape strip between driveways. 2 vertical sucker trunks. Causing most significant hardscape damage along frontage (and asphalt to N) which has been patched & ground down; ~10" surface root to W. Proposed ramp 18’ to NW; paver sidewalk around tree; proposed structure building 13’ to NE. Remove. 110 Coast redwood 39 F F 10 15 10 8 M X H Heritage tree. Trunk is ~5' from building. Stunted epicormic growth along branches. PG&E high voltage box 2' S of trunk, additional utility box 10' to W. Insignificant hardscape damage (2 panels replaced long time ago). 2’ from proposed building. Remove. Arborist Report, 600 Hartz Ave February 18, 2021 Jennifer Tso, Certified Arborist 6 Discussion Nearly every protected tree is in or within several feet of the proposed building, so they must be removed for construction. Oak #103 is slightly further, at 8’, but its trunk leans fully over the existing parking lot. Clearance pruning of the oak would essentially top the tree and leave a tall stump. The redwood (#108, Figure 1) at the existing entrance to the property is also subject to high root encroachment from multiple sets of improvements – the new ramp going to the basement level, the new building to its north, and necessary sidewalk repair. The sidewalk and parking lot near this redwood has been lifted by the trunks and roots of both trees #107 & 108. The sidewalk panels were lifted and patched, yet the patches have already been made useless by additional lifting. It is likely that the largest buttress roots are responsible for the damage, give n the proximity to the trunk. Removal of these large roots, as is typical during hardscape repair, is not recommended, since they support the entire tree and the potential for uprooting will increase. I recommend removing this tree due to high anticipated construction encroachment, as well as its recurring damage to public infrastructure. The oak (#101, Figure 2) at the southeast corner of the property, above the drainage channel, is the best candidate for removal – though it comes with its own challenges. I have not reviewed the grading details yet, specifically how much over-excavation will occur outside the depicted building footprint, which may further impact our ability to preserve the tree. The existing pavement may have limited root growth towards the proposed building, but that cannot be assessed until construction is underway. If root loss is significant, this tree may also need to be removed. Regardless, significant clearance pruning would be necessary. The oak has a heavy lean over the existing parking lot and structures, with no branching 15’-20’ to the west. At minimum, almost half of the canopy will need to be removed to provide clearance for the building, more for construction scaffolding. I still consider the tree worthy of preservation – assuming root encroachment is acceptable – but the pruning will need to be done by highly qualified pruners who have been certified by the International Society of Arboriculture. The certification indicates that they have attained a minimum level of knowledge regarding tree biology and care, which will inform their understanding of how the tree will respond to the aggressive pruning. Additional inspection and management will be needed in the following years to improve the tree’s resilience to the canopy loss. Figure 2. At least half of the canopy of oak #101 will be removed for clearance, assuming that grading does not excessively impact its roots. Arborist Report, 600 Hartz Ave February 18, 2021 Jennifer Tso, Certified Arborist 7 Tree Protection Recommendations (to be printed on site plans) Design Phase •The project arborist shall review updated grading plans or basement excavationspecifications (i.e. how much over-excavation will occur outside the building footprint) to update tree protection recommendations and/or recommend removal of tree #101. Pre-Construction Phase •Remove trees #102-110 (9 trees). •Prior to construction or grading, contractor shall install 6’ chain-link fencing to construct atemporary Tree Protection Zone (TPZ) around tree #101 as indicated on the treeprotection plan. Other types of fences are not acceptable. •TPZ fencing shall remain in an upright sturdy manner from the start of grading until thecompletion of construction. Fencing shall not be adjusted or removed without consultingthe project arborist. Foundation, Grading, and Construction Phase •The project arborist shall be on-site during excavation/grading within the dripline of tree#101. If roots > 2” in diameter are encountered during grading, they shall be cleanlypruned with a handsaw or sawzall, immediately covered, and kept moist till backfilled.Additional recommendations may apply based on actual root encroachment. •Pruning of tree #101 shall be performed by personnel certified by the International Society of Arboriculture (ISA) due to the high proportion of canopy that must beremoved; personnel includes the Certified Tree Worker Specialist and/or CertifiedArborist. All pruning shall adhere to ISA and American National Standards Institute(ANSI) Standards and Best Management Practices. •Should Tree Protection Zone (TPZ) encroachment be necessary, the contractor shallcontact the project arborist for consultation and recommendations. •Contractor shall keep TPZs free of all construction-related materials, debris, fill soil, equipment, etc. The only acceptable material is mulch spread out beneath the trees. •Should any damage to the trees occur, the contractor shall promptly notify the project arborist to appropriately mitigate the damage. Landscaping Phase (if applicable) •The Tree Protection Zone (TPZ) fencing shall remain in place with the same restrictionsuntil landscape contractor notifies and meets with the project arborist. •Avoid all fill work, grade changes, and trenching within driplines unless it is performed byhand. •Pipes shall be threaded under or through large roots without damaging them. •All planting and irrigation shall be kept a minimum of 10’ away from native oaks. Allirrigation within the driplines shall be targeted at specific plants, such as drip emitters orbubblers. No overhead irrigation shall occur within the driplines of native oaks. •All planting within oak driplines shall be compatible with oaks, consisting of plant material that requires little to no water after two years’ establishment. A list of oak-compatible plants can be found in a publication from the California Oak Foundation,available at: http://californiaoaks.org/wp-content/uploads/2016/04/CompatiblePlantsUnderAroundOaks.pdf Arborist Report, 600 Hartz Ave February 18, 2021 Jennifer Tso, Certified Arborist 8 Tree Appraisal Per city ordinance, appraisals are required for all protected trees whose driplines will be encroached. The following appraised values were determined using the Trunk Formula Method, used for larger trees that cannot be readily replaced by equal-sized specimens. All figures below were calculated using a worksheet formatted from The Guide for Plant Appraisal (10th Edition) written by the Council of Tree & Landscape Appraisers. Trunk unit cost was adapted from the Species Classification and Group Assignment Guide from the Western Chapter of the International Society of Arboriculture. Current Traverso Tree Service, Inc. cost for planting 15- gal trees was also used as an update to the labor costs. # Species DBH Basic Reproduction Cost Condition Functional limitations External limitations Depreciated Reproduction Cost 101 Valley oak 33.5 $67,904.22 60% 60% 60% $14,700.00 102 Coast redwood 41 $48,004.56 53% 40% 85% $8,700.00 103 Valley oak 22.5 $30,631.78 65% 60% 70% $8,400.00 104 Coast live oak 22.5 $18,075.29 85% 65% 90% $9,000.00 105 Coast live oak 20 $14,281.71 66% 60% 90% $5,100.00 106 Coast live oak 16 $9,140.30 83% 75% 90% $5,100.00 107 Valley oak 11.5 $8,002.08 54% 40% 90% $1,560.00 108 Coast redwood 42.5 $51,581.34 82% 60% 50% $12,700.00 109 Coast redwood 37.5 $40,158.48 69% 50% 45% $6,200.00 110 Coast redwood 39 $43,435.42 70% 60% 60% $10,900.00 Total Estimated Value of Appraised Trees $82,360.00 Thank you for the opportunity to provide this report, and please do not hesitate to contact me if there are any questions or concerns. Please see attached tree protection plan. Sincerely, Jennifer Tso Certified Arborist #WE-10270A Tree Risk Assessor Qualified H W Y 6 8 0 DIABLO RD FRON T S T HA R T Z A V E SCH O O L S T RAI L R O A D A V E HARTZ WAY PRO S P E C T R O A D PROJECT SITE Total Site Area: 1.19 Acres Gross (51,919 S.F.) (1.07 Acres Net) Retail Area: 3,920 S.F. Total Units: 37 Dwelling Units Density: Provided: 31.1 du/acre gross 34.6 du/acre net Parking: Provided: 79 Spaces Resident:71 Spaces Guest:8 Spaces CS1 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 2021066 | 02-18-2022 PROJECT TEAM SHEET INDEX Developer The Address Company 1840 San Miguel Drive, Suite 208 Walnut Creek, CA USA 94596 O: (925) 272 -4750 Ext. 102 Contact: Eric Chevalier Civil Engineer CBG | Civil Engineers Surveyors Planners 2633 Camino Ramon, Suite 350 San Ramon CA, 94583 O: 925.866.0322 X251, www.cbandg.com Contact: Jason Neri, P.E. Architect William Hezmalhalch Architects 3767 Worsham Ave Long Beach, CA 90808 949 250-0607 Contact: Jay Kocourek, Rick Aiken Landscape Architect MJS Design Group Cannery Lofts 507 30th street, Newport Beach, CA 92663 O: (949) 675-9964 Contact: Mark Schattinger CS1 Cover Sheet CS2 Project and Zoning Information CS3 Conext Photos Landscape Architecture L.1 Lifestyle Imagery & Materials L.2 Conceptual Landscape Plan L.3 Retail Residential Entry Enlargement L.4 Resident Courtyard Enlargements Civil Engineering C-1 Preliminary Site Plan C-2 Existing Conditions Plan C-3 Preliminary Grading and Drainage Plan C-4 Preliminary Utility Plan C-5 Preliminary Stormwater Management Plan Architecture A1.10 Site Plan A1.11 Aerial Diagram A1.12 Conceptual Rendering - Hartz Avenue A1.13 Street Scene Elevation - Hartz Avenue A1.14 Conceptual Rendering - Hartz Avenue A1.15 Conceptual Rendering - Hartz Avenue A1.16 Conceptual Rendering - Theater Parking Lot A1.17 Conceptual Rendering - Courtyard A2.10 Building Plan - Basement A2.11 Building Plan - Level 1 A2.12 Building Plan - Level 2 A2.13 Building Plan - Roof A3.10 Building Elevation at Hartz Avenue A3.11 Building Elevations - South and West (with Landscape) A3.12 Building Elevations - North and East (with Landscape) A3.13 Building Elevations - Courtyards (with Landscape) A3.14 Building Elevations - Courtyards (with Landscape) A3.15 Building Elevations - South and West (no Landscape) A3.16 Building Elevations - North and East (no Landscape) A3.17 Building Elevations - Courtyards (no Landscape) A3.18 Building Elevations - Courtyards (no Landscape) A3.20 Building Sections A3.21 Building Sections A4.10 Unit Plans A4.11 Unit Plans A4.12 Unit Plans A4.13 Unit Plans A4.14 Unit Plans A4.15 Unit Plans A4.16 Unit Plans A4.17 Unit Plans A4.18 Unit Plans A4.19 Unit Plans A4.20 Unit Plans A5.10 Color and Materials Board A5.11 Signage Design A6.10 Open Space Diagrams PROJECT SUMMARY VICINITY MAP 600 HARTZ AVENUE DANVILLE, CA ATTACHMENT G TABULATIONS PROJECT INFORMATION / ZONING COMPLIANCE ZONING NOTES Zoning Conformance Matrixw SUBJECT CODE SECTION REQUIRED PROPOSED Planning Subarea General Plan Chapter 3 Downtown Danville No Changes Proposed Land Use Catagory Land Use 2030 Map Downtown Master Plan No Changes Proposed Zoning Zoning Map Dbd11 (Downtown Business District, Area 11: Special Opportunity District)No Changes Proposed Density No Requirement N/A 31.1 Du/Ac Intensity (Far)32-45.21.E.1 80% Far - Up To 100%98.7% (51,292/51,919 S.f.) Affordable Housing BMR = 15%37 X .15 - 5.55 Or 5 (Number Is Rounded Down)5 Units Parking 32-45.34 1-Bedroom = 1.5 Space/Unit 2-Bedroom = 2 Space/Unit Guest = 0.25 Space/2-Bed Unit 1-Bed = 8 Units x 1.5 Sp = 12.0 Spaces 2-Bed = 29 Units x 2.0 Sp = 58.0 Spaces Guest = 29 Units x 0.25 Sp = 7.25 Spaces Total Required 78 Spaces 79 Spaces 71 Resident 8 Guest Retail 1/250 3,880/250 = 15.52 Or 16 Stalls To Be Provided Off-Site Setback Minimums 32-45.21 Established through a site-specific Development Plan approval Varies - Refer To Site Plan Building Height 32-45.10 35’-0” Maximum 34’-11” Maximum Storage N/A No Private Storage Required 20 S.F. Storage Area Per Unit at Basement Parking Standards Stall Size (90°) 9 ft x 19 ft Two-Way Aisle Width (Backout) 24 ft CS2 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 SF (GROSS)UNIT # OF UNITSTYPE UNIT MATRIX TOTAL 46,680 SF TOTAL (SF X #) UNIT MIX # OF UNITS PERCENTAGE TOTAL 37 100 % TYPE SQUARE FOOTAGE TOTAL CONDITIONED GROSS FLOOR AREA 51,290 SF 8,225 SF 5,680 SF 5,840 SF 1,365 SF 3,260 SF 1,880 SF 2,830 SF 2,560 SF 3,120 SF 2,470 SF 1,740 SF 840 SF 5 4 1 4 1 4 2 2 2 2 2 2 1 2 37 A B B2 C C1 D/ E F G H J K L M D1 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN 2 BD + DEN 1 BD + DEN 1 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 1,645 SF 1,420 SF 1,550 SF 1,550 SF 1,460 SF 1,365 SF 815 SF 940 SF 1,415 SF 1,280 SF 1,560 SF 1,235 SF 870 SF 840 SF 615 SF 1,230 SF 2 BD (BMR) 1 BD (BMR) 2 BD (BMR) 46,680 SF 690 SF 3,920 SF RESIDENTIAL LOBBY RETAIL 6 26 16.2 % 70.3 % 2 3 5.4 % 8.1 % 21 5 56.8 % 13.5 % 1 BD BMR 2 BD BMR (M) (K & L) 1 BD + DEN (D, D1 & E) (A,B,B1-B4,C,C1,F,G,H & J)2 BD + DEN 2 + DEN (FLAT) 2 + DEN (TOWNHOUSE) 31,360 SFSUBTERRANEAN/GARAGE 2 BD + DEN + DECKB3 1,450 SFB4 B1 1 1 1 1,450 SF 2 BD + DEN 1,550 SF 1,550 SF 1,450 SF 1,450 SF Planning Subarea (Subareas Map 2013) Downtown Danville Land Use Catagory (Land Use 2030 Map) Downtown Master Plan Zoning (Zoning Map) DBD11 (Downtown Business District, Area 11: Special Opportunity District) Total Site Area: 1.19 Acres Gross (51,919 S.F.) (1.07 Acres Net) (5,308 S.F. Existing drainage ditch) Retail Area: 3,920 S.F. Total Units: 37 Dwelling Units See Below for Unit Tabulations Density: Provided: 31.1 du/acre gross 34.6 du/acre net Parking: Provided: 79 Spaces Resident: 71 Spaces Guest: 8 Spaces Required Accessible = 3 Spaces ( 71 Resident x 2% = 2 Spaces + 8 Guest x 5% = 1 Space) Open Space Total Open Space Provided: 15,533 S.F. Total Private Open Space: 7,358 S.F. Total Common Open Space: 6,881 S.F. Total Public Open Space: 1,294 S.F. PROJECT AND ZONING INFORMATION SF (GROSS)UNIT # OF UNITSTYPE UNIT MATRIX TOTAL 46,680 SF TOTAL (SF X #) UNIT MIX # OF UNITS PERCENTAGE TOTAL 37 100 % TYPE SQUARE FOOTAGE TOTAL CONDITIONED GROSS FLOOR AREA 51,290 SF 8,225 SF 5,680 SF 5,840 SF 1,365 SF 3,260 SF 1,880 SF 2,830 SF 2,560 SF 3,120 SF 2,470 SF 1,740 SF 840 SF 5 4 1 4 1 4 2 2 2 2 2 2 1 2 37 A B B2 C C1 D/ E F G H J K L M D1 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN 2 BD + DEN 1 BD + DEN 1 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 1,645 SF 1,420 SF 1,550 SF 1,550 SF 1,460 SF 1,365 SF 815 SF 940 SF 1,415 SF 1,280 SF 1,560 SF 1,235 SF 870 SF 840 SF 615 SF 1,230 SF 2 BD (BMR) 1 BD (BMR) 2 BD (BMR) 46,680 SF 690 SF 3,920 SF RESIDENTIAL LOBBY RETAIL 6 26 16.2 % 70.3 % 2 3 5.4 % 8.1 % 21 5 56.8 % 13.5 % 1 BD BMR 2 BD BMR (M) (K & L) 1 BD + DEN (D, D1 & E) (A,B,B1-B4,C,C1,F,G,H & J)2 BD + DEN 2 + DEN (FLAT) 2 + DEN (TOWNHOUSE) 31,360 SFSUBTERRANEAN/GARAGE 2 BD + DEN + DECKB3 1,450 SFB4 B1 1 1 1 1,450 SF 2 BD + DEN 1,550 SF 1,550 SF 1,450 SF 1,450 SF SF (GROSS)UNIT # OF UNITSTYPE UNIT MATRIX TOTAL 46,680 SF TOTAL (SF X #) UNIT MIX # OF UNITS PERCENTAGE TOTAL 37 100 % TYPE SQUARE FOOTAGE TOTAL CONDITIONED GROSS FLOOR AREA 51,290 SF 8,225 SF 5,680 SF 5,840 SF 1,365 SF 3,260 SF 1,880 SF 2,830 SF 2,560 SF 3,120 SF 2,470 SF 1,740 SF 840 SF 5 4 1 4 1 4 2 2 2 2 2 2 1 2 37 A B B2 C C1 D/ E F G H J K L M D1 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN 2 BD + DEN 1 BD + DEN 1 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 1,645 SF 1,420 SF 1,550 SF 1,550 SF 1,460 SF 1,365 SF 815 SF 940 SF 1,415 SF 1,280 SF 1,560 SF 1,235 SF 870 SF 840 SF 615 SF 1,230 SF 2 BD (BMR) 1 BD (BMR) 2 BD (BMR) 46,680 SF 690 SF 3,920 SF RESIDENTIAL LOBBY RETAIL 6 26 16.2 % 70.3 % 2 3 5.4 % 8.1 % 21 5 56.8 % 13.5 % 1 BD BMR 2 BD BMR (M) (K & L) 1 BD + DEN (D, D1 & E) (A,B,B1-B4,C,C1,F,G,H & J)2 BD + DEN 2 + DEN (FLAT) 2 + DEN (TOWNHOUSE) 31,360 SFSUBTERRANEAN/GARAGE 2 BD + DEN + DECKB3 1,450 SFB4 B1 1 1 1 1,450 SF 2 BD + DEN 1,550 SF 1,550 SF 1,450 SF 1,450 SF 1 1 2 2 9 9 3 3 8 8 4 4 5 5 6 6 710 11 11 12 12 10 7 CS3 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 CONTEXT PHOTOS 600 HARTZ AVENUE MIXED-USE - TOWN OF DANVILLE, CA FEBRUARY 08,2022 LIFESTYLE IMAGERY & MATERIALS L.1 16’8’4’0’ 600 HARTZ AVENUE MIXED-USE - TOWN OF DANVILLE, CA FEBRUARY 08,2022 CONCEPTUAL LANDSCAPE PLAN L.2 16’8’4’0’32’16’8’ HARTZ AVENUE VILLAGE THEATER MUNICIPAL LOT OUTDOOR DINING | SEE ENLARGEMENT SHEET L.4 FIREPLACE LOUNGE | SEE ENLARGEMENT SHEET L.4 LOBBY E T EUGENE O’NEILL COMMEMORATIVE PARK ENTRY COURTYARD | SEE ENLARGEMENT SHEET L.3 LIMIT OF PARKING STRUCTURE BELOW ENTRY DRIVEWAY • enhanced paving band • concrete • pendant light • retaining walls w/ cable rail guardrail • ramp down to garage GATE CONNECTION TO THEATER MUNICIPAL LOT COMMERCIAL DOG RELIEF AREA (280 SF) F L O O D C O N T R O L E A S E M E N T LIMIT OF PARKING STRUCTURE BELOW RETAIL STREETSCAPE • Town of Danville standard tree well w/ ‘monterey bay’ 8”x 4” brick banding per the North Hartz Beautification Plans • Town of Danville standard street tree (Pyrus Calleryana ‘Autumn Blaze’ per North Hartz Beautification Plans). Final species selection to be coordinated with City Arborist RETAIL FRONT | SEE ENLARGEMENT SHEET L.3 E RETAIL 6’ HIGH STEEL FENCE ENHANCED PAVING AT OPEN AIR LOBBY PROPOSED TRANSFORMER COMMERCIAL EMERGENCY RESIDENT EGRESS C3 STORMWATER PLANTER AREA 6’ HIGH STEEL FENCE ON C3 WALL, TYP. SECTION A 6’ STEEL FENCE AT C3 PLANTER AND TREE WELLS PL A 6.5’ 600 HARTZ AVENUE MIXED-USE - TOWN OF DANVILLE, CA FEBRUARY 08,2022 RETAIL at RESIDENT ENTRY ENLARGEMENT L.3 16’8’4’0’ RESIDENT ENTRY COURTYARD • enhanced paving • lounge furnishings • green wall • artful entry gate OPEN AIR LOBBY RETAIL RETAIL PATIOS • Enhanced paving • Linear planters for separation from sidewalk • Dining furnishings RETAIL PATIO (18’ x 36’) • abc fence and gate • planters to buffer fence from entry walk • enhanced paving • dining furnishings SECURITY GATE HARTZ AVENUE STREETSCAPE • Town of Danville standard tree well w/ ‘monterey bay’ 8”x 4” brick banding per the North Hartz Beautification Plans • Town of Danville standard street tree (Pyrus Calleryana ‘Autumn Blaze’ per North Hartz Beautification Plans). Final species selection to be coordinated with City Arborist E T RETAIL PET RELIEF AREA W/ LOW FENCE/GATE (280 SF) PROPOSED TRANSFORMER +5’ +0’ 6’ HIGH STEEL FENCE 600 HARTZ AVENUE MIXED-USE - TOWN OF DANVILLE, CA FEBRUARY 08,2022 RESIDENT COURTYARD ENLARGEMENTS L.4 16’8’4’0’ OUTDOOR DINING • built-in bbq counter • enhanced paving • wood trellis w/ vines and pendant lighting • communal dining table • dining table • pottery FIREPLACE LOUNGE • built-in fireplace • enhanced paving • feature wall • lounge furnishings • specimen tree w/ pendant lighting SCREEN FENCE W/ VINES EYEBROW TRELLIS W/ PENDANT LIGHT ENTRY FEATURE • seat wall • tree w/ hanging lights 36” HIGH WALL 24” HIGH WALL E E +5’ +0’ POT OVER COBBLE ON PODIUM 600 HARTZ AVENUE MIXED-USE - TOWN OF DANVILLE, CA FEBRUARY 08,2022 NORTH ELEVATION L.5 16’8’4’0’ EXISTING REDWOODS PRUNUS ‘BRIGHT N TIGHT’ (AGAINST BUILDING) BRICK PILASTERS (3) FLOWERING VINES ATTACHED TO FENCE QUERCUS PALUSTRUS PIN OAK (DECIDUOUS) TRISTANIA LAURINA ‘ELEGANT’ WATER GUM (EVERGREEN) SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE LOT 1 TYPICAL HARTZ AVENUE SECTION G:\2480-010\ACAD\TM\C-1_PRELIMINARY SITE PLAN.DWG SUBDIVISION 9593 PRELIMINARY SITE PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: JANUARY 7, 2022 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-1 5 GENERAL NOTES ABBREVIATIONS G:\2480-010\ACAD\TM\C-1_PRELIMINARY SITE PLAN.DWG LEGEND CONTACTS > > > > > > > > > > > > > > > > > > > > SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE LOT 1 1 2 2 2 2 2 260 61 63 62 65 66 (106) 57 64 69 25 23 24 8 (110) 131214 15 3 2 1 211 210 212213214215216 209208 207206 205 204 30 33 34 35 36 37 42 (102) 29 27 26 28 203 41 40 3943 44 45 217 47 (103) 48 50 54 224 4 53 51 67 (105) 68 (104) 32 22 21 (108)19 (109) 20 18 17 16 10 9 11 5 6 7 202 203 31 (101) 38 49 52 201 202 218 219 220 221 222 223 224 107 226 227 229 230 231 G:\2480-010\ACAD\TM\C-2_EXISTING CONDITIONS PLAN.DWG SUBDIVISION 9593 EXISTING CONDITIONS PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: JANUARY 7, 2022 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 LEGEND OF SHEETS SHEET NO. C-2 5 DEMOLITION NOTES NOTE DESCRIPTION 1 2 103 103 TREE SUMMARY TREE #SPECIES TRUNK DIAMETER (IN)DISPOSITION TREE SUMMARY (CONT'D) TREE #SPECIES TRUNK DIAMETER (IN)DISPOSITION x x x SECTION D SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE RETAIL LEVEL 1 RESIDENTIAL RETAIL B A D C SECTION A x x x x x x SECTION B SECTION C G:\2480-010\ACAD\TM\C-3_PRELIMINARY GRADING AND DRAINAGE PLAN.DWG SUBDIVISION 9593 PRELIMINARY GRADING AND DRAINAGE PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: JANUARY 7, 2022 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-3 5 LEGEND EXISTING PROPOSED DESCRIPTION ABBREVIATIONS SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE G:\2480-010\ACAD\TM\C-4_PRELIMINARY UTILITY PLAN.DWG SUBDIVISION 9593 PRELIMINARY UTILITY PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: JANUARY 7, 2022 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-4 5 PROPOSED DESCRIPTIONEXISTING LEGEND SC H O O L S T R E E T F R O N T S T R E E T DMA 1 HARTZ AVENUE DMA 3 DMA 2 TYPICAL FLOW-THROUGH PLANTER DETAIL x x x G:\2480-010\ACAD\TM\C-5_PRELIMINARY STORMWATER MANAGEMENT PLAN.DWG SUBDIVISION 9593 PRELIMINARY STORMWATER MANAGEMENT PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: JANUARY 7, 2022 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-5 5 PRELIMINARY STORMWATER TREATMENT SUMMARY AREA ID TREATMENT TYPE TOTAL AREA PROPOSED DESCRIPTIONEXISTING LEGEND · · · · D W B1 B B2 B K J D A A D1 H F E G A A A MML DW H FIRST REPUBLIC BANKBLUE LINE PIZZA VILLAGE THEATER PARKING LOT RETAIL RETAILABC PATIO RE S I D E N T E N T R Y HARTZ AVENUE F R O N T S T R E E T S C H O O L S T W A R S H A W C A P I T A L 5'-8" 10 ' - 0 " 1 0 ' - 0 " 12' - 9 " 28'-1 " 8'-6" 1 0 ' - 4 " 10 ' - 0 " 5'-11" 6' - 3 " 2' - 4 " 21 ' - 1 " 2' - 5 " 35'-2" 20'-3" 10'-0" 8' - 6 " RESIDENT COURTYARD DR I V E R A M P FIRE HYDRANT FIRE HYDRANT 88 . 0 ' 78.9' 70 . 5 ' 3 0 . 0 ' 152.7' 8.5' 59.8' 8.2' 1 9 9 . 5 ' 33.7' 19.2' 53 . 0 ' 63.2'129.8' 0'20'40'60'80' SCALE: 1" = 20' PROJECT SUMMARY Total Site Area: 1.19 Acres Gross (51,919 S.F.) (1.07 Acres Net) Retail Area: 3,920 S.F. Total Units: 37 Dwelling Units Density: 31.1 du/acre gross 34.6 du/acre net Parking: 79 Spaces Resident: 71 Spaces Guest: 8 Spaces N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A1.10 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 ARCHITECTURAL SITE PLAN A1.11 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 AERIAL DIAGRAM RESIDENT COURTYARD RESIDENT DRIVE RAMP RETAIL FRONTAGE RESIDENT ENTRY FIRST REPUBLIC BANK VILLAGE THEATRE PARKING BLUE LINE PIZZA HARTZ AV E N U E FRO N T S T R E E T VIEW FROM SCHOOL STREET A1.12 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 CONCEPTUAL RENDERING STREET SCENE ELEVATION STREET SCENE ELEVATION N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A1.13 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 VIEW ALONG HARTZ AVE A1.14 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 CONCEPTUAL RENDERING VIEW ALONG HARTZ AVE A1.15 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 CONCEPTUAL RENDERING VIEW FROM THEATER PARKING LOT A1.16 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 CONCEPTUAL RENDERING VIEW AT RESIDENT COURTYARD A1.17 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 CONCEPTUAL RENDERING +357.50' GUEST GUEST GUEST GUEST GUEST GUEST 79 PARKING STALLS 71 RESIDENT STALLS 8 GUEST STALLS C C C C C C C ROLL-UP GATE RAMP DN GUEST TRASH MECHVENTILATION BIKES 8 ELECT ELEV 8 8 RESIDENT ELECT PRIVATE STORAGE C GUEST 8 PRIVATE STORAGE RETAIL ABOVE +357.50' 8. 4 % +362.90' 0. 5 % 16'-5" 21 ' - 0 " 13 ' - 9 " PARKING REQUIREMENTS PER 32-45.34 ONE BEDROOM UNITS TWO + THREE BEDROOM UNITS 1.5 SPACE PER UNIT 2 SPACES PER UNIT GUEST PARKING .25 PER 2 BD UNIT ONE BEDROOM UNITS TWO BEDROOM UNITS 1.5 X 8 = 12 SPACES 2 X 29 = 58 SPACES GUEST PARKING .25 X 29 = 8 SPACES PARKING REQUIRED RESIDENTS 71 SPACES GUEST PARKING 8 SPACES PARKING PROVIDED 79 SPACES 70 SPACES 78 SPACES TOTAL PROVIDED TOTAL REQUIRED TANDEM STALLS 28 SPACES COMPACT STALLS 8 SPACES PARKING SUMMARY 0'16'32'48'64' SCALE: 1/16" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" +357.50' GUEST GUEST GUEST GUEST GUEST GUEST 79 PARKING STALLS 71 RESIDENT STALLS 8 GUEST STALLS C C C C C C C ROLL-UP GATE RAMP DN GUEST TRASH MECHVENTILATION BIKES 8 ELECT ELEV 8 8 RESIDENT ELECT PRIVATE STORAGE C GUEST 8 PRIVATE STORAGE RETAIL ABOVE +357.50' 8. 4 % +362.90' 0. 5 % 16'-5" 21 ' - 0 " 13 ' - 9 " PARKING REQUIREMENTS PER 32-45.34 ONE BEDROOM UNITS TWO + THREE BEDROOM UNITS 1.5 SPACE PER UNIT 2 SPACES PER UNIT GUEST PARKING .25 PER 2 BD UNIT ONE BEDROOM UNITS TWO BEDROOM UNITS 1.5 X 8 = 12 SPACES 2 X 29 = 58 SPACES GUEST PARKING .25 X 29 = 8 SPACES PARKING REQUIRED RESIDENTS 71 SPACES GUEST PARKING 8 SPACES PARKING PROVIDED 79 SPACES 70 SPACES 78 SPACES TOTAL PROVIDED TOTAL REQUIRED TANDEM STALLS 28 SPACES COMPACT STALLS 8 SPACES PARKING SUMMARY 0'16'32'48'64' SCALE: 1/16" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A2.10 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING PLAN I BASEMENT +369.50' COURTYARD PE D E S T R I A N P A T H W A Y RETAIL RAMP DN 1'-1112" +357.50' T +363.70' RETAIL UTIL 12 ' - 0 " D W B1 RETAIL 2750 SF TRASH B B2 B K J D A A D1 H F E G A A A HARTZ AVENUE MML RETAILABC PATIO 1170 SF MAIL 600 SF LOBBY DW H 44 ' - 0 " 35 ' - 9 " SHAFT ABOVESHAFT ABOVE 79'-1"17'-2"28'-0" W/D EGRESS P A T H +364.50' 8. 4 % +362.90' 0. 5 % GREASE INTERCEPTOR TRANSFORMER IN VAULTFIRE DEPARTMENTCONNECTION BACKFLOW PREVENTER 13 ' - 2 " 9'-5" 0'16'32'48'64' SCALE: 1/16" = 1'-0" +369.50' COURTYARD PE D E S T R I A N P A T H W A Y RETAIL RAMP DN 1'-1112" +357.50' T +363.70' RETAIL UTIL 12 ' - 0 " D W B1 RETAIL 2750 SF TRASH B B2 B K J D A A D1 H F E G A A A HARTZ AVENUE MML RETAILABC PATIO 1170 SF MAIL 600 SF LOBBY DW H 44 ' - 0 " 35 ' - 9 " SHAFT ABOVESHAFT ABOVE 79'-1"17'-2"28'-0" W/D EGRESS P A T H +364.50' 8. 4 % +362.90' 0.5 % GREASE INTERCEPTOR TRANSFORMER IN VAULTFIRE DEPARTMENTCONNECTION BACKFLOW PREVENTER 13 ' - 2 " 9'-5" 0'16'32'48'64' SCALE: 1/16" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" Legend Wall Sconce Location, See Sheet A5.10 for Specification A2.11 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING PLAN I LEVEL 1 SF (GROSS)UNIT # OF UNITSTYPE UNIT MATRIX TOTAL 46,680 SF TOTAL (SF X #) UNIT MIX # OF UNITS PERCENTAGE TOTAL 37 100 % TYPE SQUARE FOOTAGE TOTAL CONDITIONED GROSS FLOOR AREA 51,290 SF 8,225 SF 5,680 SF 5,840 SF 1,365 SF 3,260 SF 1,880 SF 2,830 SF 2,560 SF 3,120 SF 2,470 SF 1,740 SF 840 SF 5 4 1 4 1 4 2 2 2 2 2 2 1 2 37 A B B2 C C1 D/ E F G H J K L M D1 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN + DECK 2 BD + DEN 2 BD + DEN 2 BD + DEN 1 BD + DEN 1 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 2 BD + DEN 1,645 SF 1,420 SF 1,550 SF 1,550 SF 1,460 SF 1,365 SF 815 SF 940 SF 1,415 SF 1,280 SF 1,560 SF 1,235 SF 870 SF 840 SF 615 SF 1,230 SF 2 BD (BMR) 1 BD (BMR) 2 BD (BMR) 46,680 SF 690 SF 3,920 SF RESIDENTIAL LOBBY RETAIL 6 26 16.2 % 70.3 % 2 3 5.4 % 8.1 % 21 5 56.8 % 13.5 % 1 BD BMR 2 BD BMR (M) (K & L) 1 BD + DEN (D, D1 & E) (A,B,B1-B4,C,C1,F,G,H & J)2 BD + DEN 2 + DEN (FLAT) 2 + DEN (TOWNHOUSE) 31,360 SFSUBTERRANEAN/GARAGE 2 BD + DEN + DECKB3 1,450 SFB4 B1 1 1 1 1,450 SF 2 BD + DEN 1,550 SF 1,550 SF 1,450 SF 1,450 SF +380.5' W/D D W B3 B B4 B H F E G K C C C C C1 J D A A D1 A A A REF WD DW 0'16'32'48'64' SCALE: 1/16" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A2.12 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING PLAN I LEVEL 2 CONDENSER UNIT RETAIL CONDENSER UNITRESIDENTIAL ROOF DRAIN ROOF HATCH ROOF DECK ROOF DRAIN ROOF DECK ROOF DECK ROOF DECK ROOF DECK SOLAR PANELS CONDENSER UNITRESIDENTIAL ROOF HATCH ROOF DECK UNIT A PRIVATE UNIT A PRIVATE UNIT A PRIVATE UNIT A PRIVATE UNIT A PRIVATE UNIT B3 PRIVATE ROOF DECK UNIT B4 PRIVATE STORAGE TANKBOILER & SOLAR PANELS 0'16'32'48'64' SCALE: 1/16" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A2.13 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING PLAN I ROOF ENLARGED ELEVATION N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" 0'8' SCALE: 3/16" = 1'-0" 16' RETAIL ABC PATIO RESIDENT ENTRY RETAIL RA M P SIDEWALK HARTZ AVENUE N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" PARTIAL SOUTH ELEVATION PARTIAL GROUND FLOOR PLAN A3.10 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 A3.11 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING ELEVATIONS - With Landscaping WEST ELEVATION2 SOUTH ELEVATION1 2 1 N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" Key Notes* 1. Composition Roof Shingles 2. Blade Sign 3. Horizontal Lap Siding 4. Board and Batten Siding 5. Shingle Siding 6. Exterior Cement Plaster 7. Exterior Brick Veneer (Modular) 8. Exterior Stone Veneer 9. Exterior Brick Veneer (Clinker or Tumbled) 10. Precast Concrete Finish 11. Railing, Wood or Simulated Wood 12. Window, Vinyl Frame 13. Storefront Window, Aluminum Frame 14. Wall Sconce 15. Trim, Painted Wood or Similar 16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis*Note: See Sheet A5.10 for Color and Material Selections 1 1 2 2 3 3 4 4 5 5 6 7 7 8 91011 11 12 12 131416 16 17 17 15 15 A3.12 SCHEMATIC DESIGN - CITY SUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 10-27-2021r 3 4 BUILDING ELEVATIONS - With Landscaping NORTHEAST ELEVATION4 NORTH ELEVATION3 N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" Key Notes1. Composition Roof Shingles2. Blade Sign3. Horizontal Lap Siding4. Board and Batten Siding5. Shingle Siding6. Exterior Cement Plaster7. Exterior Brick Veneer (Modular)8. Exterior Stone Veneer9. Exterior Brick Veneer (Clinker or Tumbled)10. Precast Concrete Finish11. Railing, Wood or Simulated Wood12. Window, Vinyl Frame13. Storefront Window, Aluminum Frame14. Wall Sconce15. Trim, Painted Wood or Similar16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis *Note: See Sheet A5.10 for Color and Material Selections 14 371112 1615 1 4 4679111615 A3.13 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 COURTYARD ELEVATION5 5 N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" COURTYARD ELEVATION6 COURTYARD ELEVATION7 7 6 BUILDING ELEVATIONS - With Landscaping 1 4 56811121715 136811 1215 1 3 56 811121615 Key Notes1. Composition Roof Shingles2. Blade Sign3. Horizontal Lap Siding4. Board and Batten Siding5. Shingle Siding6. Exterior Cement Plaster7. Exterior Brick Veneer (Modular)8. Exterior Stone Veneer9. Exterior Brick Veneer (Clinker or Tumbled)10. Precast Concrete Finish11. Railing, Wood or Simulated Wood12. Window, Vinyl Frame13. Storefront Window, Aluminum Frame14. Wall Sconce15. Trim, Painted Wood or Similar16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis *Note: See Sheet A5.10 for Color and Material Selections A3.14 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING ELEVATIONS - With Landscaping COURTYARD ELEVATION COURTYARD ELEVATION98 8 9N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" 1 13 356811 111212161515 Key Notes 1. Composition Roof Shingles 2. Blade Sign3. Horizontal Lap Siding4. Board and Batten Siding5. Shingle Siding6. Exterior Cement Plaster7. Exterior Brick Veneer (Modular)8. Exterior Stone Veneer9. Exterior Brick Veneer (Clinker or Tumbled)10. Precast Concrete Finish11. Railing, Wood or Simulated Wood12. Window, Vinyl Frame13. Storefront Window, Aluminum Frame14. Wall Sconce15. Trim, Painted Wood or Similar16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis *Note: See Sheet A5.10 for Color and Material Selections A3.15 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING ELEVATIONS - Without Landscaping WEST ELEVATION2 SOUTH ELEVATION1 2 1 N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" Key Notes* 1. Composition Roof Shingles 2. Blade Sign 3. Horizontal Lap Siding 4. Board and Batten Siding 5. Shingle Siding 6. Exterior Cement Plaster 7. Exterior Brick Veneer (Modular) 8. Exterior Stone Veneer 9. Exterior Brick Veneer (Clinker or Tumbled) 10. Precast Concrete Finish 11. Railing, Wood or Simulated Wood 12. Window, Vinyl Frame 13. Storefront Window, Aluminum Frame 14. Wall Sconce 15. Trim, Painted Wood or Similar 16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis*Note: See Sheet A5.10 for Color and Material Selections 1 1 2 2 3 3 4 4 5 5 6 7 7 8 91011 11 12 12 131416 16 17 17 15 15 A3.16 SCHEMATIC DESIGN - CITY SUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2021 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 10-27-2021r 3 4 BUILDING ELEVATIONS - Without Landscaping NORTHEAST ELEVATION4 NORTH ELEVATION3 N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" Key Notes1. Composition Roof Shingles2. Blade Sign3. Horizontal Lap Siding4. Board and Batten Siding5. Shingle Siding6. Exterior Cement Plaster7. Exterior Brick Veneer (Modular)8. Exterior Stone Veneer9. Exterior Brick Veneer (Clinker or Tumbled)10. Precast Concrete Finish11. Railing, Wood or Simulated Wood12. Window, Vinyl Frame13. Storefront Window, Aluminum Frame14. Wall Sconce15. Trim, Painted Wood or Similar16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis *Note: See Sheet A5.10 for Color and Material Selections 14 371112 1615 1 4 4679111615 A3.17 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 COURTYARD ELEVATION5 5 N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" COURTYARD ELEVATION6 COURTYARD ELEVATION7 7 6 BUILDING ELEVATIONS - Without Landscaping 1 4 56811121715 136811 1215 1 3 56 811121615 Key Notes1. Composition Roof Shingles2. Blade Sign3. Horizontal Lap Siding4. Board and Batten Siding5. Shingle Siding6. Exterior Cement Plaster7. Exterior Brick Veneer (Modular)8. Exterior Stone Veneer9. Exterior Brick Veneer (Clinker or Tumbled)10. Precast Concrete Finish11. Railing, Wood or Simulated Wood12. Window, Vinyl Frame13. Storefront Window, Aluminum Frame14. Wall Sconce15. Trim, Painted Wood or Similar16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis *Note: See Sheet A5.10 for Color and Material Selections A3.18 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING ELEVATIONS - Without Landscaping COURTYARD ELEVATION COURTYARD ELEVATION98 8 9N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" 1 13 356811 111212161515 Key Notes 1. Composition Roof Shingles 2. Blade Sign3. Horizontal Lap Siding4. Board and Batten Siding5. Shingle Siding6. Exterior Cement Plaster7. Exterior Brick Veneer (Modular)8. Exterior Stone Veneer9. Exterior Brick Veneer (Clinker or Tumbled)10. Precast Concrete Finish11. Railing, Wood or Simulated Wood12. Window, Vinyl Frame13. Storefront Window, Aluminum Frame14. Wall Sconce15. Trim, Painted Wood or Similar16. Trim, Exterior Cement Plaster over Shaped Foam17. Wood Trellis *Note: See Sheet A5.10 for Color and Material Selections +363.70' +360' +369.50' +357.50' ⅊⅊ GARAGE RETAIL UNIT UNIT TOWNHOME UNIT PODIUM DECK 15 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. RETAIL F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. DATUM 364.57'+364.57' "GRADE" PER 35-45.10 35 ' - 0 " M A X . A L L O W A B L E HE I G H T P E R 3 5 - 4 5 . 2 1 ROOF DECK 34 ' - 1 1 " M A X . PR O P O S E D H E I G H T 412412 8 12 512 +360' ⅊⅊ DATUM 364.57'DATUM 364.57'+364.57' "GRADE" PER 35-45.10 35 ' - 0 " M A X . A L L O W A B L E HE I G H T P E R 3 5 - 4 5 . 2 1 34 ' - 1 1 " M A X . PR O P O S E D H E I G H T 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. GARAGE PODIUM DECKUNIT UNIT UNIT UNIT 412 412412 +369.50' +357.50' 1'-1112" 12'- 0 " DW B1 B B2 B K J D A A D1 H F E G A A A MML DW H 44'- 0 " 35' - 9 " 79'-1"17'-2"28'-0" A A B B C C 0'10'20'30'40' SCALE: 1" = 10' +363.70' +360' +369.50' +357.50' ⅊⅊ GARAGE RETAIL UNIT UNIT TOWNHOME UNIT PODIUM DECK 15 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. RETAIL F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. DATUM 364.57'+364.57' "GRADE" PER 35-45.10 35 ' - 0 " M A X . A L L O W A B L E HE I G H T P E R 3 5 - 4 5 . 2 1 ROOF DECK 34 ' - 1 1 " M A X . PR O P O S E D H E I G H T 412412 8 12 512 +360' ⅊⅊ DATUM 364.57'DATUM 364.57'+364.57' "GRADE" PER 35-45.10 35 ' - 0 " M A X . A L L O W A B L E HE I G H T P E R 3 5 - 4 5 . 2 1 34 ' - 1 1 " M A X . PR O P O S E D H E I G H T 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. GARAGE PODIUM DECKUNIT UNIT UNIT UNIT 412 412412 +369.50' +357.50' 1'-1112" 12'- 0 " DW B1 B B2 B K J D A A D1 H F E G A A A MML DW H 44'- 0 " 35' - 9 " 79'-1"17'-2"28'-0" A A B B C C 0'10'20'30'40' SCALE: 1" = 10' N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" SECTION SECTION A B A3.20 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 BUILDING SECTIONS +360'+360' ⅊⅊ DATUM 364.57'+364.57' "GRADE" PER 35-45.10 35 ' - 0 " M A X . A L L O W A B L E HE I G H T P E R 3 5 - 4 5 . 2 1 34 ' - 1 1 " M A X . PR O P O S E D H E I G H T 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. GARAGE PODIUM DECK TOWNHOME UNIT UNIT UNIT ROOF DECK ROOF DECK 412412812 +369.50' +357.50' 1'-1112" 12' - 0 " DW B1 B B2 B K J D A A D1 H F E G A A A MML DW H 44' - 0 " 35'- 9 " 79'-1"17'-2"28'-0" A A B B C C SECTION C 0'10'20'30'40' SCALE: 1" = 10' BUILDING SECTIONS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" +363.70' +360' +369.50' +357.50' ⅊⅊ GARAGE RETAIL UNIT UNIT TOWNHOME UNIT PODIUM DECK 15 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. RETAIL F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. DATUM 364.57'+364.57' "GRADE" PER 35-45.10 35 ' - 0 " M A X . A L L O W A B L E HE I G H T P E R 3 5 - 4 5 . 2 1 ROOF DECK 34 ' - 1 1 " M A X . PR O P O S E D H E I G H T 412412 8 12 512 +360' ⅊⅊ DATUM 364.57'DATUM 364.57'+364.57' "GRADE" PER 35-45.10 35 ' - 0 " M A X . A L L O W A B L E HE I G H T P E R 3 5 - 4 5 . 2 1 34 ' - 1 1 " M A X . PR O P O S E D H E I G H T 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. 12 ' - 0 " 10 ' - 0 " 10 ' - 0 " T.O.P. LEVEL 2 F.F. T.O.P. LEVEL 1 F.F. BASEMENT F.F. GARAGE PODIUM DECKUNIT UNIT UNIT UNIT 412 412412 +369.50' +357.50' 1'-1112" 12'- 0 " DW B1 B B2 B K J D A A D1 H F E G A A A MML DW H 44'- 0 " 35'- 9 " 79'-1"17'-2"28'-0" A A B B C C 0'10'20'30'40' SCALE: 1" = 10' SECTIONC A3.21 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 DW REF TOWNHOME + ROOF DECK 1570 SF B1 PAN 41 ' - 0 " 2' - 0 " 20'-6"20'-6"20'-6" 39 ' - 0 " GARAGE 20'-1" x 20'-0" NOOK 13'-0" x 6'-8" 80 S.F. KITCHEN PWDR LIVING 12'-3" X 10'-6" UP DN BEDROOM 1 13'-7" X 12'-9" BATH 1 W.I.C. BEDROOM 2 12'-3" X 10'-6" BATH 2 W/D DINING 10'-4" X 11'-1" W.I.C. ROOF DECK UP DEN ENTRY N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.10 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 CONCEPTUAL UNIT PLANS UNIT A 1,570 S.F. 1 BED + 2.5 BATH LEVEL 1LEVEL 2ROOF 2 BR + DEN 1420 DW REF PAN 42 ' - 9 " 35'-6" 9" 43 ' - 6 " LIVING 13'-3" X 14'-2" BEDROOM 1 10'-0" X 12'-7" W.I.C. BATH 1 KITCHEN DEN DINING 12'-11" X 10'-6" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 13'-11" ENTRY C.C. DECK 11'-10" 10'-6"13'-1012"11'-112" 10 ' - 0 " 2 BR + DEN 1550 DECK LIVING 12'-9" X 10'-9" BEDROOM 1 11'-0" X 16'-9" C.C. BATH 1 KITCHEN DEN DINING 13'-9" X 7'-5" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 10'-3" ENTRYC.C. 4 3 ' - 6 " 35'-6" 11'-10" 10'-4 1 2 " 13'-3 1 2 " 2 6 ' - 5 1 2 " 13 ' - 9 " 26'-212"16'-6" 2 BR + DEN 1420 DW REF PAN 42 ' - 9 " 35'-6" 9" 43 ' - 6 " LIVING 13'-3" X 14'-2" BEDROOM 1 10'-0" X 12'-7" W.I.C. BATH 1 KITCHEN DEN DINING 12'-11" X 10'-6" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 13'-11" ENTRY C.C. DECK 11'-10" 10'-6"13'-1012"11'-112" 10 ' - 0 " 2 BR + DEN 1550 DECK LIVING 12'-9" X 10'-9" BEDROOM 1 11'-0" X 16'-9" C.C. BATH 1 KITCHEN DEN DINING 13'-9" X 7'-5" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 10'-3" ENTRYC.C. 4 3 ' - 6 " 35'-6" 11'-10" 10'-4 1 2 " 13'-3 1 2 " 2 6 ' - 5 1 2 " 13 ' - 9 " 26'-212"16'-6" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.11 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT B 1,420 S.F. 2 BED + 2 BATH UNIT B1 1,400 S.F. 2 BED + 2 BATH CONCEPTUAL UNIT PLANS 2 BR + DEN 1450 DW DECK LIVING 12'-9" X 10'-9" BEDROOM 1 11'-0" X 16'-9" C.C. BATH 1 KITCHEN DEN DINING 13'-9" X 7'-2" W/D BATH 2 W.I.C. BEDROOM 2 10-2" X 10'-3" ENTRY C.C. L. 43 ' - 6 " 35'-6" 11'-10"10'-612"13'-112" 9'- 3 " 33 ' - 8 " 35'-6" N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.12 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT B2 1,410 S.F. 2 BED + 2 BATH CONCEPTUAL UNIT PLANS 31'-4" 16 ' - 3 " LIVING 12'-9" X 10'-9" BEDROOM 1 11'-0" X 16'-9" C.C. BATH 1 KITCHEN DEN DINING 13'-9" X 7'-2" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 10'-3" ENTRY ROOF DECK UP C.C. DECK 50 ' - 1 1 2 " 35'-6" 13'-312"10'-6"11'-812" 9'- 1 1 " 16 ' - 9 1 2 " 23 ' - 8 " 25'-1"19'-712" CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.13 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT B3 1,550 S.F. 2 BED + 2 BATH DW DECK 31'-4" 16 ' - 3 " LIVING 12'-9" X 10'-9" BEDROOM 1 11'-0" X 16'-9" C.C. BATH 1 KITCHEN DEN DINING 13'-9" X 7'-2" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 10'-3" ENTRY ROOF DECK UP C.C. 43 ' - 6 " 35'-6" 11'-10"10'-612"13'-112" 9' - 3 " 33 ' - 8 " CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.14 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT B4 1,450 S.F. 2 BED + 2 BATH 2 BR + DEN 1455 DW PREF 50 ' - 1 " 30'-5" 54 ' - 1 " 4' - 0 " LIVING 17'-1" X 12'-4"BEDROOM 1 12'-4" X 14'-5" W.I.C. BATH 1 KITCHEN DEN DINING 12'-6" X 9'-9" W/D BATH 2 C.C. BEDROOM 2 10'-0" X 10'-10" ENTRY C.C. DECK 2 BR + DEN 1360 REF 45 ' - 2 " 53 ' - 2 " 8' - 0 " LIVING 16'-8" X 12'-4" BEDROOM 1 13'-2" X 10'-3" W.I.C. BATH 1 KITCHEN DEN DINING 15'-4" X 9'-5" W/D BATH 2 C.C.BEDROOM 2 9'-10" X 10'-10" ENTRY C.C. DECK DECK 12'-0"18'-0" 30'-0" 14'-1"15'-11" 5' - 4 " 2 BR + DEN 1455 DW PREF 50 ' - 1 " 30'-5" 54 ' - 1 " 4' - 0 " LIVING 17'-1" X 12'-4"BEDROOM 1 12'-4" X 14'-5" W.I.C. BATH 1 KITCHEN DEN DINING 12'-6" X 9'-9" W/D BATH 2 C.C. BEDROOM 2 10'-0" X 10'-10" ENTRY C.C. DECK 2 BR + DEN 1360 REF 45 ' - 2 " 53 ' - 2 " 8' - 0 " LIVING 16'-8" X 12'-4" BEDROOM 1 13'-2" X 10'-3" W.I.C. BATH 1 KITCHEN DEN DINING 15'-4" X 9'-5" W/D BATH 2 C.C.BEDROOM 2 9'-10" X 10'-10" ENTRY C.C. DECK DECK 12'-0"18'-0" 30'-0" 14'-1"15'-11" 5' - 4 " CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.15 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT C 1,455 S.F. 2 BED + 2 BATH UNIT C1 1,365 S.F. 2 BED + 2 BATH DW REF 31 ' - 2 " 24'-0" 37 ' - 7 " LIVING 12'-4" X 11'-2" BEDROOM 1 10'-7" X 11'-5" C.C. BATH 1 KITCHEN DEN DINING 7'-0" X 9'-11" W/D W.I.C. ENTRY L. DECK6' - 5 " 12'-812"11'-312" 1 BR + DEN 815 DW 31 ' - 2 " 24'-0" 37 ' - 7 " LIVING 12'-4" X 10'-7" BEDROOM 1 10'-7" X 11'-9" L. BATH 1 KITCHENDEN DINING 12'-4" X 8'-11" W/D W.I.C. ENTRY DECK 12'-7"11'-5" CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.16 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT D 815 S.F. 1 BED + 1 BATH UNIT D1 815 S.F. 1 BED + 1 BATH 2 BR + DEN 1415 SF DW P DECK DECK 23 ' - 9 " 44'-5" 40 ' - 5 " LIVING 17'-6" X 10'-9" BEDROOM 1 11'-9" X 13'-0" W.I.C. BATH 1 KITCHEN DEN DINING 14'-1" X 7'-0" W/D BATH 2 C.C. BEDROOM 2 11'-10" X 13'-1" ENTRY C.C. 32'-6"11'-8" 5' - 0 1 2 " 11 ' - 7 1 2 " 21'-512"10'-312"4'-5"8'-3" 1 BR + DEN 930 SF REF DW 29 ' - 1 " 36'-1" 31 ' - 3 " LIVING 10'-8"X 12'-4" BEDROOM 1 10'-9" X 13'-0" BATH 1 KITCHEN DEN DINING 13'-5" X 7'-0" W/D W.I.C. ENTRY C.C. DECK 19 ' - 5 1 2 " 11 ' - 8 " 10'-9"14'-512"10'-8" 2 BR + DEN 1415 SF DW P DECK DECK 23 ' - 9 " 44'-5" 40 ' - 5 " LIVING 17'-6" X 10'-9" BEDROOM 1 11'-9" X 13'-0" W.I.C. BATH 1 KITCHEN DEN DINING 14'-1" X 7'-0" W/D BATH 2 C.C. BEDROOM 2 11'-10" X 13'-1" ENTRY C.C. 32'-6"11'-8" 5' - 0 1 2 " 11 ' - 7 1 2 " 21'-512"10'-312"4'-5"8'-3" 1 BR + DEN 930 SF REF DW 29 ' - 1 " 36'-1" 31 ' - 3 " LIVING 10'-8"X 12'-4" BEDROOM 1 10'-9" X 13'-0" BATH 1 KITCHEN DEN DINING 13'-5" X 7'-0" W/D W.I.C. ENTRY C.C. DECK 19 ' - 5 1 2 " 11 ' - 8 " 10'-9"14'-512"10'-8" CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.17 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT E 940 S.F. 1 BED + 1 BATH UNIT F 1,415 S.F. 2 BED + 2 BATH 2 BR + DEN 1560 SF DWP REF DECK 44'-0" 40 ' - 7 " LIVING 12'-7" X 12'-7" BEDROOM 1 13'-8" X 14'-2" C.C. BATH 1 KITCHEN DEN DINING 13'-7" X 13'-7" W/D BATH 2 W.I.C. BEDROOM 2 12'-0" X 13'-1" ENTRY C.C. 40'-912" 11 ' - 9 1 2 " 15 ' - 2 1 2 " 13 ' - 2 1 2 " 11'-0" 2 BR + DEN 1280 DW P REF DECK 17 ' - 0 " 13 ' - 2 " 11 ' - 8 " 35'-10" 26 ' - 1 1 " 41 ' - 1 0 " LIVING 10'-10" X 11'-8" BEDROOM 1 10'-11" X 12'-4" W.I.C. BATH 1 KITCHEN DINING 10'-9" X 7'-3" W/D BATH 2 C.C. BEDROOM 2 13'-6" X 10'-10" ENTRY W.I.C. 39'-3" CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.18 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT G 1,560 S.F. 2 BED + 2 BATH UNIT H 1,280 S.F. 2 BED + 2 BATH 2 BR BMR 870 SF DW REFP 26'-6" 33 ' - 1 1 " LIVING 13'-0" X 10'-10" BEDROOM 1 10'-3" X 10'-6" C.C. BATH 1 KITCHEN DINING 12'-4" X 7'-0" W/D W.I.C. BEDROOM 2 10'-3" X 8'-8" ENTRY C.C. 2 BR + DEN 1235 SF P REF DW 31' - 6 " LIVING 10'-3" X 9'-11" BEDROOM 1 10'-10" X 12'-0" C.C. BATH 1 KITCHEN DEN DINING 7'-0" X 8'-7" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 12'-5" ENTRY C.C. DECK 37'-7 1 2 " 8'- 8 " 10'-0 " 11'-3 " 14'-7"17'-212"8'-7" 2 BR BMR 870 SF DW REFP 26'-6" 33 ' - 1 1 " LIVING 13'-0" X 10'-10" BEDROOM 1 10'-3" X 10'-6" C.C. BATH 1 KITCHEN DINING 12'-4" X 7'-0" W/D W.I.C. BEDROOM 2 10'-3" X 8'-8" ENTRY C.C. 2 BR + DEN 1235 SF P REF DW 31' - 6 " LIVING 10'-3" X 9'-11" BEDROOM 1 10'-10" X 12'-0" C.C. BATH 1 KITCHEN DEN DINING 7'-0" X 8'-7" W/D BATH 2 W.I.C. BEDROOM 2 10'-2" X 12'-5" ENTRY C.C. DECK 37'-7 1 2 " 8'- 8 " 10'-0 " 11'-3 " 14'-7"17'-212"8'-7" CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.19 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT J 870 S.F. 2 BED + 1 BATH UNIT K 1,235 S.F. 2 BED + 2 BATH 1 BR BMR 615 SF DW P REF DECK 31'-1" 23 ' - 3 " LIVING 14'-3" X 11'-11" BEDROOM 1 11'-2" X 10'-0" C.C. BATH 1 KITCHEN DINING 6'-11" X 6'-2" W/DC.C. 13 ' - 1 1 2 " 10 ' - 1 " 10'-6"20'-7" 2 BR BMR 840 SF P DW REF DECK 39'-1" 23 ' - 4 " LIVING 12'-10" X 7'-11"BEDROOM 1 13'-4" X 12'-11" C.C.BATH 1 KITCHEN DINING 7'-0" X 9'-1" W/D C.C. BEDROOM 2 11'-6" x 10'-0" 14'-2"11'-3"13'-812" 6' - 5 " 1 BR BMR 615 SF DW P REF DECK 31'-1" 23 ' - 3 " LIVING 14'-3" X 11'-11" BEDROOM 1 11'-2" X 10'-0" C.C. BATH 1 KITCHEN DINING 6'-11" X 6'-2" W/DC.C. 13 ' - 1 1 2 " 10 ' - 1 " 10'-6"20'-7" 2 BR BMR 840 SF P DW REF DECK 39'-1" 23 ' - 4 " LIVING 12'-10" X 7'-11"BEDROOM 1 13'-4" X 12'-11" C.C.BATH 1 KITCHEN DINING 7'-0" X 9'-1" W/D C.C. BEDROOM 2 11'-6" x 10'-0" 14'-2"11'-3"13'-812" 6' - 5 " CONCEPTUAL UNIT PLANS N 0'20'40'60'80' SCALE: 1" = 20' 0'16'32'48'64' SCALE: 1/16" = 1'-0" 0'8'16'24'32' SCALE: 1/8" = 1'-0" 0'4'8'12'16' SCALE: 1/4" = 1'-0" 0'30'60'90'120' SCALE: 1" = 30' 0'40'80'120'160' SCALE: 1" = 40' 0'10'20'30'40' SCALE: 1" = 10' 0'5'10'15'20' SCALE: 3/16" = 1'-0" 0'4' SCALE: 3/16" = 1'-0" 8'12'16' 0'2'4'8'10' SCALE: 1/2" = 1'-0" A4.20 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 UNIT L 615 S.F. 1 BED + 1 BATH UNIT M 840 S.F. 2 BED + 1 BATH A5.10 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 COLORS AND MATERIALS Vinyl Windows White Aluminum Storefront System Frame Color: Bone White Door Color: Black Board and Batten Siding (Smooth) Fiber Cement Paint: Per Elevations Horizontal Lap Siding (Smooth) Fiber Cement Paint: Per Elevations Shingle Siding (Cedar Texture) Fiber Cement Paint: Per Elevations Ledge Stone Veneer K2 Stone Moose Mountain Asphalt Shingle Roof Color: Moire Black Wall Sconce Capital Lighting Prestont 4 27" Wall Scone Brick Cladding Clinker Bricks East Coast Brown Clinkers Brick Veneer Edicott Brick Autumn Sands, Square Edge, No Texture Field 2 Paint SW 9153 (Moonlit Orchid) Field 1 Paint SW 6546 (Cloud Nine) Field 3 Paint SW 6278 (Cloak Gray) Field 4 Paint SW 6166 (Eclipse) Trim 1 Paint SW 7005 (Pure White) Trim 2 Paint SW 2926 (Iron Gate) PROPOSED RETAIL SIGNAGE DESIGN PROPOSED SIGNAGE LOCATION PROPOSED SIGNAGE LOCATION A5.11 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 RETAIL SIGNAGE DESIGN A6.10 SCHEMATIC DESIGN - DRB RESUBMITTALWHA I 3767 WORSHAM AVE I LONG BEACH, CA 90808 I 949.250.0607 © 2022 WILLIAM HEZMALHALCH ARCHITECTS, INC. DBA WHA. 600 HARTZ AVENUE DANVILLE, CA 2021066 | 02-18-2022 380 30" R/O3 6 REF 380 D W 30" R / O B1 38 0 36 RE F 380 30 " R /O 3 6 R E F 38 0 36 REF 30" R/O 380 3 0 " R / O36REF B B2 B K J D A A D1 H F E G 3 0 " R / O 36 REF 380 380 380 A A A 36 RE F MML 36REF 380 380 3 6 REF DW 380 36REF 30" R / OH 3 6 RE F 3 6 R E F 36 R E F 36 REF 72 SF 76 SF 76 SF 112 SF 125 SF 54 SF 86 SF 125 SF 125 SF 125 SF 125 SF 237 SF188 SF 119 SF 81 SF 130 SF 133 SF 111 SF 111 SF 201 SF 77 SF TOTAL PRIVATE OPEN SPACE 7358 SF MINIMUM PRIVATE O.S. PER UNIT 0 S.F. AVERAGE PRIVATE O.S. PER UNIT 189 S.F. MINIMUM DECK DIMENSION 6'-4" TOTAL COMMON OPEN SPACE 6881 SF TOTAL PUBLIC OPEN SPACE 1294 SF 6' - 8 " 10'-10" 7' - 3 " 10'-6"10'-6" 12' - 0 " 10'-4 " 12' - 0 " 12' - 0 " 12' - 0 " 12' - 0 " 7'-3" 17 ' - 0 " 10'-4" 7'- 1 0 " 11 ' - 1 0 " 11'-0" 13'-3" 1 0 ' - 0 " 11'-1" 1 0 ' - 0 " 1 0 ' - 0 " 11'-2"9 ' - 6 " 12'-1" 12' - 3 "6'-4" 8'- 4 " 6'-5" 8'- 8 " 9'-10 " 13 ' - 5 " 35'-0" 17'-3" 37 ' - 7 " 11'-8" 16 ' - 2 " 10'-8" OPEN SPACE TABULATION 380 30" R/O36 REF 380 30" R/O 3 6 R E F 380 36 RE F 38 0 30" R/O36REF 380 36REF 30" R / O 380 D W 30" R / O 380B3 B B4 B H F E G K C C C C C1 J D A A D1 3 0 " R / O 36REF 380 38 0 380 380 36REF 380 36 REF 380 36REF 380 380 380 380 380 A A A 380 36REF REF 36REF 380 36 RE F DW 380 36 REF 380 36 REF 30" R/O 242 SF 248 SF 239 SF 240 SF 169 SF 54 SF 119 SF 76 SF 130 SF 133 SF 111 SF 111 SF 124 SF 77 SF 16'-11" 10 ' - 9 " 17'-7"16'-7"17'-1" 10 ' - 9 " 8'- 4 " 6'-6" 12' - 3 " 6'-4" 9 ' - 1 1 " 12'-5" 11'-2" 1 0 ' - 0 " 1 0 ' - 0 " 11'-1" 1 0 ' - 0 " 13'-3" 11 ' - 0 " 11'-0" 10'-4" 6'- 1 0 " 17 ' - 0 " 7'-0" 87 SF 139 SF128 SF 370 SF 376 SF 351 SF 337 SF 337 SF 337 SF 337 SF 18'-6" 1 4 ' - 1 0 " 18'-6" 1 5 ' - 1 " 18'-5 " 20' - 1 " 20' - 1 " 20' - 1 " 20' - 1 " 20' - 1 " 14'-2 " OPEN SPACE DIAGRAM SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE LOT 1 G:\2480-010\ACAD\TM\VTM-1.DWG SHEET INDEX SHEET NO.SHEET DESCRIPTION LEGEND EXISTING PROPOSED DESCRIPTION VICINITY MAP 680 GENERAL NOTES ABBREVIATIONS CONTACTS 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. VTM 6 SUBDIVISION 9593 VESTING TENTATIVE MAP FOR CONDOMINIUM PURPOSES 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: OCTOBER 2021 VT 6 ATTACHMENT H SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE LOT 1 TYPICAL HARTZ AVENUE SECTION G:\2480-010\ACAD\TM\C-1_PRELIMINARY SITE PLAN.DWG SUBDIVISION 9593 PRELIMINARY SITE PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: OCTOBER 2021 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-1 5 GENERAL NOTES ABBREVIATIONS G:\2480-010\ACAD\TM\C-1_PRELIMINARY SITE PLAN.DWG LEGEND CONTACTS VT 6 > > > > > > > > > > > > > > > > > > > > SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE LOT 1 1 2 2 2 2 2 260 61 63 62 65 66 (106) 57 64 69 25 23 24 8 (110) 131214 15 3 2 1 211 210 212213214215216 209208 207206 205 204 30 33 34 35 36 37 42 (102) 29 27 26 28 203 41 40 3943 44 45 217 47 (103) 48 50 54 224 4 53 51 67 (105) 68 (104) 32 22 21 (108)19 (109) 20 18 17 16 10 9 11 5 6 7 202 203 31 (101) 38 49 52 201 202 218 219 220 221 222 223 224 107 226 227 229 230 231 G:\2480-010\ACAD\TM\C-2_EXISTING CONDITIONS PLAN.DWG SUBDIVISION 9593 EXISTING CONDITIONS PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: OCTOBER 2021 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 LEGEND OF SHEETS SHEET NO. C-2 5 DEMOLITION NOTES NOTE DESCRIPTION 1 2 103 103 TREE SUMMARY TREE #SPECIES TRUNK DIAMETER (IN)DISPOSITION TREE SUMMARY (CONT'D) TREE #SPECIES TRUNK DIAMETER (IN)DISPOSITION VT 6 x x x SECTION D SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE RETAIL LEVEL 1 RESIDENTIAL RETAIL B A D C SECTION A x x x SECTION B x x x SECTION C G:\2480-010\ACAD\TM\C-3_PRELIMINARY GRADING AND DRAINAGE PLAN.DWG SUBDIVISION 9593 PRELIMINARY GRADING AND DRAINAGE PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: OCTOBER 2021 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-3 5 LEGEND EXISTING PROPOSED DESCRIPTION ABBREVIATIONS VT 6 SC H O O L S T R E E T F R O N T S T R E E T HARTZ AVENUE G:\2480-010\ACAD\TM\C-4_PRELIMINARY UTILITY PLAN.DWG SUBDIVISION 9593 PRELIMINARY UTILITY PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: OCTOBER 2021 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-4 5 PROPOSED DESCRIPTIONEXISTING LEGEND VT 6 SC H O O L S T R E E T F R O N T S T R E E T DMA 1 HARTZ AVENUE DMA 3 DMA 2 TYPICAL FLOW-THROUGH PLANTER DETAIL x x x G:\2480-010\ACAD\TM\C-5_PRELIMINARY STORMWATER MANAGEMENT PLAN.DWG SUBDIVISION 9593 PRELIMINARY STORMWATER MANAGEMENT PLAN 600 HARTZ AVENUE TOWN OF DANVILLE CONTRA COSTA COUNTY CALIFORNIA SCALE: 1"=20'DATE: OCTOBER 2021 6040200 CIVIL ENGINEERS SURVEYORS PLANNERS SAN RAMON WWW.CBANDG.COM ROSEVILLE (925) 866-0322 (916) 788-4456 OF SHEETS SHEET NO. C-5 5 PRELIMINARY STORMWATER TREATMENT SUMMARY AREA ID TREATMENT TYPE TOTAL AREA PROPOSED DESCRIPTIONEXISTING LEGEND · · · · VT 6 AT T A C H M E N T I