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HomeMy WebLinkAboutPC Reso 17-05 BLVD Phase 2 & 3 SDR RESOLUTION NO. 17-05 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING SITE DEVELOPMENT REVIEW FOR 791 RESIDENTIAL UNITS IN TWELVE NEIGHBORHOODS WITHIN PHASES 2 AND 3 OF THE BOULEVARD (DUBLIN CROSSING) PROJECT AREA (APN 986-0001-001-20 AND A PORTION OF APN 986-0001-001-21) PLPA-2016-00057 WHEREAS, Dublin Crossing LLC is requesting approval to construct twelve new neighborhoods in the Boulevard (Dublin Crossing Specific Plan) development area ("Project Site"), which includes the construction of 791 townhomes, condominiums, and detached small-lot single family homes, landscape improvements, and street improvements for Phases 2 and 3 (out of five phases of development); and WHEREAS, the Applicant is also requesting approval of Vesting Tentative Maps 8360, 8361, 8362, 8363, 8364, 8365, 8366, 8367, and 8368 to create individual neighborhoods and parcels on approximately 54.5 acres within Phases 2 and 3 within the Boulevard (Dublin Crossing) project area, and minor modifications to the approved Landscape Master Plan for the overall Boulevard project area; and WHEREAS, the project site is located within the Dublin Crossing Specific Plan and the Dublin Crossing Zoning District; and WHEREAS, in accordance with the California Environmental Quality Act certain projects are required to be reviewed for environmental impacts and when applicable, environmental documents prepared; and WHEREAS, the project is located within the Dublin Crossing Specific Plan area (Specific Plan), which was the subject of an Environmental Impact Report (EIR) (SCH# 2012062009) prepared in accordance with the California Environmental Quality Act (CEQA) and certified by the City Council on November 5, 2013 (Resolution 186-13). Site Development Review was included as part of the project entitlements listed in the EIR. The EIR provides the CEQA environmental review for those future entitlements to implement the Specific Plan, unless the standards for subsequent or supplemental environmental review under CEQA are met. Pursuant to CEQA, the Site Development Review approval for this project is within the scope of the project analyzed in the EIR and no further CEQA review or document is required; and WHEREAS, the Site Development Review Project Plan Set, attached as Exhibit A to this Resolution, and the Boulevard Landscape Master Plan, attached as Exhibit A to the separate Vesting Tentative Map Resolution, collectively defines this "Project" and is available and on file in the Community Development Department; and WHEREAS, a Staff Report was submitted recommending that the Planning Commission approve Site Development Review for Phases 2 and 3 of the Boulevard (Dublin Crossing) project; and WHEREAS, the Planning Commission did hold two noticed study sessions on April 11 and April 25, 2017 and also did hold a public hearing on said application on May 9, 2017 for this project, at which time all interested parties had the opportunity to be heard; and WHEREAS, proper notice of said public hearing was given in all respects as required by law; and WHEREAS, a Staff Report was submitted recommending that the Planning Commission approve a Site Development Review Permit for Phases 2 and 3 of the Boulevard (Dublin Crossing) project; and WHEREAS, the Planning Commission did hear and use independent judgment and considered all said reports, recommendations, and testimony hereinabove set forth. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission of the City of Dublin hereby makes the following findings and determinations regarding the proposed Site Development Review for Phases 2 and 3 of the Boulevard (Dublin Crossing) project: Findings required by the Dublin Crossing Specific Plan in accordance with Ordinance 07-13: A. The proposed development is in substantial compliance with all applicable aspects of the Dublin Crossing Specific Plan and is consistent with the applicable design guidelines and development standards contained therein because: 1) The project will not undermine the architectural character and scale of development in which the proposed project is to be located, 2) the project will provide unique, varied, and distinct housing opportunities within the Dublin Crossing Specific Plan area; 3) the project is consistent with the General Plan and Dublin Crossing Specific Plan Land Use designations of DC High Density Residential, DC Medium-High Density Residential and DC Medium Density Residential, and 4) the project includes adjustments to the development regulations which are in substantial compliance with the development standards established in the Dublin Crossing Zoning District in that the proposed building architecture and site design/layout are in keeping with the overall goals for the Specific Plan by offering a variety of product types and styles. B. The proposed development is in compliance with the Dublin Crossing Infrastructure Master Plan because: 1) the sidewalks and bike lanes will eventually link up with the project common/open space areas, private pocket parks, the Community Park and Iron Horse Regional Trail, 2) all infrastructure including streets, parkways, pathways, sidewalks, and street lighting are proposed for construction in accordance with the Dublin Crossing Specific Plan and Boulevard Landscape Master Plan; and 3) development of this project will conform to the improvements standards allowing residents the safe and efficient use of these facilities. C. Approval of the proposed development will not result in new, significant unmitigated environmental impacts nor a significant increase in impacts previously identified in the Dublin Crossing Specific Plan Environmental Impact Report because the amount and intensity of development proposed is in conformance with the project analyzed in the Dublin Crossing EIR. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin hereby approves the Site Development Review for Phases 2 and 3 of the Boulevard (Dublin Crossing) project based on findings that the proposed project is consistent with the General Plan, the Dublin Crossing Specific Plan, and the Dublin Crossing Zoning District, subject to the conditions included below. 2 CONDITIONS OF APPROVAL: Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits or establishment of use, and shall be subject to Planning Department review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval. rPL.1 Planning, FBI Building, [P01 Police, FPWI Public Works fP&CSI Parks & Community Services, FADMI Administration/City Attorney, [FINI Finance, FFl Alameda County Fire Department, FDSRI Dublin San Ramon Services District, FC01 Alameda County Department of Environmental Health, FZ71 Zone 7. # CONDITION TEXT RESPON. WHEN REQ'D _ AGENCY Prior to: PLANNING CONDITIONS _ 1. Approval. This Site Development Review approval is for Phase 2/3 PL Ongoing (Neighborhoods 7-18)of Boulevard (Dublin Crossing)This approval shall be as generally depicted and indicated on the: 1. Project Plans prepared by William Hezmalhalch Architects, KTGY Architecture+ Planning, Bassenian Lagoni Architects, Group 4 Architects, RJA Engineers, MacKay& Somps, Gates +Associates, Brookfield Residential, and CalAtlantic Homes (attached to this Resolution as Exhibit A (Neighborhoods 10-13, 17-18 and the Recreation Center)and Exhibit B (Neighborhoods 7-9, 14-16)— dated received May 3, 2017; 2. Color and material boards prepared for each of the twelve neighborhoods and the Boulevard Recreation Center. The plans are on file in the Community Development Department. The approval is as further specified as the following Conditions of Approval for this project. 2. Effective Date. This SDR approval becomes effective 10 days after action PL Ongoing _ by the Plan iing Commission unless otherwise appealed to the City Council. 3. Permit Expiration. Construction or use shall commence within one (1)year PL One Year After of Permit approval or the Site Development Review shall lapse and become Effective Date null and void. If there is a dispute as to whether the Permit has expired, the City may hold a noticed public hearing to determine the matter. Such a determination may be processed concurrently with revocation proceedings in appropriate circumstances. If a Permit expires, a new application must be made and processed according to the requirements of this Ordinance. 4. Time Extension. The original approving decision-maker may, upon the PL Prior to Applicant's written request for an extension of approval prior to expiration, Expiration Date upon the determination that all Conditions of Approval remain adequate and all applicable findings of approval will continue to be met, grant an extension of the approval for a period not to exceed six (6) months. All time extension requests shall be noticed and a public hearing shall be held before the original hearing body. 5. Compliance. The Applicant/Property Owner shall operate this use in PL On-going compliance with the Conditions of Approval of this Site Development Review Permit, the approved plans and the regulations established in the Zoning Ordinance. Any violation of the terms or conditions specified may be subject to enforcement action. 6. Revocation of Permit. The Site Development Review approval shall be PL On-going revocable for cause in accordance with Section 8.96.020.1 of the Dublin Zoning Ordinance. Any violation of the terms or conditions of this permit shall be subject to citation. 7. Requirements and Standard Conditions. The Applicant/Developer shall Various Building Permit comply with applicable City of Dublin Fire Prevention Bureau, Dublin Public Issuance Works Department, Dublin Building Department, Dublin Police Services, 3 Alameda County Flood Control District Zone 7, Livermore Amador Valley Transit Authority, Alameda County Public and Environmental Health, Dublin San Ramon Services District and the California Department of Health Services requirements and standard conditions. Prior to issuance of building permits or the installation of any improvements related to this project,the Developer shall supply written statements from each such agency or department to the Planning Department, indicating that all applicable conditions required have been or will be met. 8. Required Permits. Developer shall obtain all permits required by other PW Building Permit agencies including, but not limited to Alameda County Flood Control and Issuance Water Conservation District Zone 7, California Department of Fish and Game,Army Corps of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. 9. Fees. Applicant/Developer shall pay all applicable fees in effect at the time Various Building Permit of building permit issuance, including, but not limited to, Planning fees, Issuance Building fees, Traffic Impact Fees, TVTC fees, Dublin San Ramon Services District fees, Public Facilities fees, Dublin Unified School District School Impact fees, Fire Facilities Impact fees,Alameda County Flood and Water Conservation District(Zone 7) Drainage and Water Connection fees; or any other fee that may be adopted and applicable. Approved Development Agreement supersedes where applicable. 10. Indemnification. The Developer shall defend, indemnify, and hold harmless ADM On-going the City of Dublin and its agents, officers, and employees from any claim, action, or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory agency, appeal board, Planning Commission, City Council, Community Development Director, Zoning Administrator, or any other department, committee, or agency of the City to the extent such actions are brought within the time period required by Government Code Section 66499.37 or other applicable law; provided, however, that the Developer's duty to so defend, indemnify, and hold harmless shall be subject to the City's promptly notifying the Developer of any said claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceedings. 11. Clarification of Conditions. In the event that there needs to be clarification PW On-going to the Conditions of Approval,the Director of Community Development and the City Engineer have the authority to clarify the intent of these Conditions of Approval to the Developer without going to a public hearing. The Director of Community Development and the City Engineer also have the authority to make minor modifications to these conditions without going to a public hearing in order for the Developer to fulfill needed improvements or miti ations resulting from impacts to this project. 12. Modifications. Modifications or changes to this Site Development Review PL On-going approval may be considered by the Community Development Director if the modifications or changes proposed comply with Section 8.104.100 of the Zoning Ordinance and with the Dublin Crossing Specific Plan. 13. Mailboxes. Location subject to USPS review and approval. PL Approval of Improvement Plans 14. On-street parking spaces (public and private streets): Counted for PL, PW Ongoing guest parking. Parking spaces on both the public and private streets throughout the project area have been counted to satisfy the guest parking requirement for each neighborhood. However, none of the parking spaces on public streets shall be assigned or reserved for use by residents or guests only. These spaces will remain open to public use and will have no restrictions other than the time limits imposed by the City of Dublin. None of the parking spaces on private streets shall be assigned or reserved to a specific unit or person and shall be open to use by any guest to the project area. 4 15. On-street parking spaces (public streets): Time-limited. To ensure that PL, PW Occupancy of parking on public streets within the project area is not utilized by BART first unit patrons, the Applicant shall ensure that all on-street parking on public streets south of Central Parkway is signed as time-limited during commute hours. The Applicant shall provide a mechanism for enforcement, execute an agreement with the City, and provide a funding source for the parking enforcement to the satisfaction of the City Engineer. 16. Public Art. The Applicant/Developer is intending to acquire and install PL Public Art public art on the project site in accordance with Chapter 8.58 of the Dublin should be Municipal Code and in accordance with the Boulevard Project Area Public installed in Art Master Plan, which was required to have been approved prior to each occupancy of the first unit in Phase 1 A and/or 1 B (Planning Commission neighborhood Resolution 16-10). The value of the public art component is required to per the Public equal or exceed 0.5% of the building valuation (exclusive of land)for the Art Master Plan project. For Phases 2 and 3, the total Public Art valuation is $1,125,178. prior to This value, combined with the public art valuation for the other phases of the occupancy of Boulevard project, shall be installed throughout the Boulevard project area in the first unit in accordance with the approved Public Art Master Plan. All public art each installations are subject to approval of the City Council upon neighborhood. recommendation by the Heritage and Cultural Arts Commission. 17. Noise Attenuation. The Applicant/Developer is required to conduct a site- PL Issuance of specific noise study to determine if the exterior noise environment for the building permit buildings adjacent to Dublin Boulevard is in excess of 60 dBA. If it is, the study shall include measures to be incorporated into the building construction to ensure that the interior noise environment is at or below 45dBA in any habitable room. 18. Satellite Dishes: The Applicant/Developer's Architect shall prepare a plan PL Issuance of for review and approval by the Director of Community Development and the building permit Building Official that provides a consistent and unobtrusive location for the placement of individual satellite dishes. Individual conduit will be run on the interior of the unit to the satellite location on the exterior of the home to limit the amount of exposed cable required to activate any satellite dish. The plan shall show a common and consistent location for satellite dish placement to eliminate the over proliferation, haphazard and irregular placement. 19. Side-entry front doors. Plan 1 in N11/18 has a side-entry front door. Plan PL Approval of 1 shall be plotted on corner lots to the greatest degree possible so that the neighborhood- front door is easily visible from the street. Developer shall plot at least 30% wide plotting of the Plan 1s on corner lots throughout the subdivision. plan or individual lot lot plans 20. Enhanced elevations. Sheet C.4.1.1. (N11/12/18)shall be modified to PL Issuance of include enhanced side elevations for Lots 8, 12, 39, and 40 building permit 21. Recreation Center. Parking for the Recreation Center shall be signed so PL Occupancy of that it remains free for RC visitors and is not utilized by the residents and/or first unit in N10 guests of Neighborhood 10. PLANNING -LANDSCAPE 22. Private Pocket Parks. Several neighborhoods include a private pocket park P Issuance of that provides additional open space and recreational amenities for the building permits neighborhood. Design details for each pocket park shall be reviewed and for each approved through the neighborhood landscape plans and site improvement neighborhood plans. 23. Final landscape and irrigation system plans. All landscape submittals P Issuance of shall insure: building permit a. That plant material utilized will be capable of healthy growth within the given range of soil and climate. b. That proposed landscape screening is of a height and density so that it provides a positive visual impact within three years from the time of planting. c. All gr ound cover shall be a minimum of 1 gallon, shrubs shall be a mix of 5 1 and 5 gallon (at least 50% 5 gallon), and trees shall be a mix of 15 gallon and 24" box size. 36" box trees (or larger) shall be installed at key locations throughout each neighborhood. Public street trees shall be 24" box. d. That a plan for an automatic irrigation system be provided which assures that all plants get adequate water. e. That concrete curbing is to be used at the edges of all planters and paving surfaces unless otherwise designed. f. That all cut and fill slopes conform to the master vesting tentative map and conditions detailed in the Site Development Review packet. g. That all cut and fill slopes graded and not constructed by September 1, of any given year, are hydroseeded with perennial or native grasses and flowers, and that stockpiles of loose soil existing on that date are hydroseeded in a similar manner. h. Cut and/or fill slopes exceeding a 3:1 grade shall be stabilized with jute netting or approved equal to control erosion. Trees planted on slopes that exceed a 3:1 grade shall be installed with approved rock slope protection above and below the tree pit to catch grade. i. That the area under the drip line of all existing oaks,walnuts, etc.,which are to be saved are fenced during construction and grading operations and no activity is permitted under them that will cause soil compaction or damage to the tree, if applicable. j. That a warranty from the owners or contractors shall be required to warranty all shrubs and ground cover, all trees, and the irrigation system for one year. A permanent maintenance agreement on all landscaping will be required from the owner insuring regular irrigation,fertilization and weed abatement, if applicabll e. 24. Water Efficient Landscaping Regulations. The Applicant shall meet all P Issuance of the requirements of the City of Dublin's Water-Efficient Landscaping Regulations, building permit Section 8.88 of the Dublin Municipal Code. 25. Open Space Areas. Private open space areas shall be planted and P Issuance of the irrigated to create landscape that is attractive, conserves water, and requires building permit minimal maintenance. 26. Stub street landscaping. Many private streets/courts in this SDR approval P Issuance of are stub streets that provide access to a few units and whose terminus abuts building permits a public right of way. The depth of the landscape areas at the terminus shall for each be no narrower than 3 feet of planting area. Design landscaping at the neighborhood terminus of these private streets/courts shall include trees and shrubs (as well as groundcover)that will grow to a height and width to provide a visual screen and adequate buffer to the private streets and parking areas. 27. Interim condition landscaping. The following streets are being designed P Issuance of with interim conditions that will change once future phases are built. Sitework • Horizon Parkway(Interim condition at Phase 2 as well as Phase 3) Permits or • Iron Horse Parkway(Interim condition at Phase 2, final connection made approval of at Phase 3) Final • Central Parkway(Interim condition at Phase 2, final connection made at Landscape Phase 3) Plans, • Nugget Way(interim at Phase 2,final connection made at Phase 3) whichever • Galena Street(interim condition at Phase 2,final connection made at comes first Phase 3) • Internal street within Neighborhoods 9/16 (Interim condition at Phase 2, final connection made at Phase 3) All streets with interim conditions shall install interim hardscape and landscape at their edge and/or terminus that has an appearance of intention and permanence. The interim improvements,while provisional in nature, may be in place for some time and should not appear obviously temporary. 28. Plant Clearances. All trees planted shall meet the following clearances: P Approval of a. 6'from the face of building walls or roof eaves Final 6 b. 7'from fire hydrants, storm drains, sanitary sewers and/or gas lines Landscape c. 5'from top of wing of driveways, mailboxes, water, telephone and/or Plans electrical mains. d. 15'from stop signs, street or curb sign returns e. 20'from either side of a streetlight f. Plant clearances may be modified with approval from the Community Development Director on a case by case basis. 29. Irrigation System Warranty. The applicant shall warranty the irrigation P Final sign-off system and planting for a period of one year from the date of installation. on Sitework The applicant shall submit for the Dublin Community Development Permit Department approval a landscape maintenance plan for the Common Area landscape including a reasonable estimate of expenses for the first five ears 30. Walls, Fences and Mailboxes. Walls and fences installed within the P Issuance of neighborhoods shall be in accordance with this SDR approval. Final details Sitework of the walls and fences shall be reviewed and approved by Planning through Permits or neighborhood-specific Improvement Plans and/or Master Building Plan approval of checks. Mailbox locations shall be integrated within the landscape and shall Final comply with USPS requirements. Landscape Plans, whichever comes first 31. Sustainable Landscape Practices. The landscape design shall P Approval of demonstrate compliance with sustainable landscape practices as detailed in Final the Bay-Friendly Landscape Guidelines by earning a minimum of 60 points Landscape or more on the Bay-Friendly scorecard, meeting 9 of the 9 required practices Plans and specifying that 75%of the non-turf planting only requires occasional, little or no shearing or summer water once established. Final selection and placement of trees, shrubs and ground cover plants shall ensure compliance with this requirement. Herbaceous plants shall be used along walks to reduce maintenance and the visibility of the sheared branches of woody ground cover plants. Planters for medium sized trees shall be a minimum of six feet wide. Small trees or shrubs shall be selected for planting areas less than six feet wide. 32. Copies of Approved Plans. The Applicant shall provide the City with one P Issuance of any full size copy, one reduced (1/2 sized)copy and one electronic copy of the building permit approved landscape plans prior to construction. 33. Plan Coordination. Civil Improvement Plans,Joint Trench Plans, Street P Approval of Lighting Plans and Landscape Improvement Plans shall be submitted on the Final same size sheet and plotted at the same drawing scale for consistency, Landscape improved legibility and interdisciplinary coordination. Plans 34. Utility Placement and Coordination: Utilities shall be coordinated with P Approval of proposed tree locations to eliminate conflicts between trees and utilities. Final Submit typical utility plans for each house type to serve as a guide during the Landscape preparation of final grading, planting and utility plans. Utilities may have to Plans be relocated in order to provide the required separation between the trees and utilities. The applicant shall submit a final tree/utility coordination plan as part of the construction document review process to demonstrate that this condition has been satisfied. BUILDING CONDITIONS 35. Building Codes and Ordinances. All project construction shall conform to B Through all building codes and ordinances in effect at the time of building permit. Com letion 36. Phased Occupancy Plan. If any building occupancy is requested to occur B Occupancy of in phases, then all physical improvements serving that building shall be any affected required to be completed prior to occupancy except for items specifically building excluded in an approved Phased Occupancy Plan, or minor handwork items, approved by the Department of Community Development. The Phased Occupancy Plan shall be submitted to the Directors of Community Develop ment and Public Works for review and approval a minimum of 45 7 days prior to the request for occupancy of any building covered by said Phased Occupancy Plan. Any phasing shall provide for adequate vehicular access to all parcels in each phase, and shall substantially conform to the intent and purpose of the subdivision approval. No individual building shall be occupied until the improvements intended to serve the building are finished, safe, accessible, and provided with all reasonable expected services and amenities, and separated from remaining additional construction activity. Subject to approval of the Director of Community Development, the completion of landscaping may be deferred due to inclement weather with the posting of a bond for the value of the deferred landscaping and associated improvements. 37. Building Permits. To apply for building permits,Applicant/Developer shall B Issuance of submit five(5)sets of construction plans to the Building &Safety Division for Building plan check. Each set of plans shall have attached an annotated copy of Permits these Conditions of Approval. The notations shall clearly indicate how all Conditions of Approval will or have been complied with. Construction plans will not be accepted without the annotated resolutions attached to each set of plans. Applicant/Developer will be responsible for obtaining the approvals of all part ici ation non-City agencies prior to the issuance of building permits. 38. Construction Drawings. Construction plans shall be fully dimensioned B Issuance of (including building elevations)accurately drawn (depicting all existing and building permits proposed conditions on site), and prepared and signed by a California licensed Architect or Engineer. All structural calculations shall be prepared and signed by a California licensed Architect or Engineer. The site plan, landsca a Ian and details shall be consistent with each other. 39. 60-Foot No Build Covenant. Pursuant to Dublin Municipal Code Section B Issuance of 7.32.130, the owner shall file with the Chief Building Official a Covenant and building permits Agreement Regarding Maintenance of Yards for an Oversized Building of affected binding such owner, his heirs, and assignees, to set aside a 60-foot required buildings yard as unobstructed space having no improvements. After execution by the owner and Chief Building Official, such covenant shall be recorded in the Alameda County Recorder's Office, and shall continue in effect so long as an oversized building remains or unless otherwise released by authority of the Chief Building Official. (As it applies to certain buildings and when side yards are being used for area increases 40. Separate Permits. Site accessory structures (entry portals, trellises, sound B Issuance of walls, etc.)will require a separate building permit. Please indicate this on the building permits cover sheet of plans. 41. Air Conditioning Units. Units shall be permanently installed on concrete B Occupancy of pads or other non-movable materials approved by the Chief Building Official Unit and Director of Community Development. Air conditioning units shall be located such that each dwelling unit has one side yard with an unobstructed width of not less than 36 inches and the units shall be screened with aesthetically-complementary materials. Air conditioning units shall be located in accordance with approved plot plans. 42. Temporary Fencing. Temporary Construction fencing shall be installed B Through along the perimeter of all work under construction. Completion 43. Addressing. Site address signage shall be reviewed by the Chief Building B a. Prior to Official for each neighborhood. release of a) Provide a site plan with the City of Dublin's address grid overlaid on the addresses plans(1 to 30 scale). Highlight all exterior door openings on plans (front, b. Prior to rear, garage, etc.). The site plan shall include a single large format page permitting showing the entire project and individual sheets for each neighborhood. c. Prior to Three copies on full size sheets and five copies reduced sheets. permitting b) Provide plan for display of addresses. The Chief Building Official shall d. Occupancy approve plan prior to issuance of the first building permit. (Prior to of any Unit permitting) e. Occupancy c) Addresses will be required on the front of the dwellings. Addresses are of any Unit also required above the garage door opening if the opening is not on the f. Prior to same side of the dwelling as the front door. permit 8 d) Townhomes/Condos are required to have address ranges posted on issuance, street side of the buildings. and through e) Address signage shall be provided as per the Dublin Residential Security completion Code. g. Prior to f) Exterior address numbers shall be backlight and be posted in such a way permit that they may be seen from the street. issuance, g) Driveways servicing more than one (1) individual dwelling unit shall have and through a minimum of 4 inch high identification numbers, noting the range of unit completion numbers placed at the entrance to each driveway at a height between 36 and 42 inches above grade. The light source shall be provided with an uninterruptible AC power source or controlled only by photoelectric device. 44. Engineer Observation. The Engineer of record shall be retained to provide B Scheduling observation services for all components of the lateral and vertical design of the final frame the building, including nailing, hold-downs, straps, shear, roof diaphragm and inspection structural frame of building. A written report shall be submitted to the City Inspector pLior to scheduling the final frame inspection. 45. Recreation Center. Building permits are required for all recreation center buildings, swimming pools, spas, and associated amenities and are required to meet accessibility and building codes. Design of pool and deck areas included in this SDR shall be considered conceptual in nature only; items such as exiting and permit requirements shall be reviewed during the code com fiance and plan check process. 46. Foundation. Geotechnical Engineer for the soils report shall review and B Permit approve the foundation design. A letter shall be submitted to the Building issuance Division on the approval. 47. CAL Green Building Standards Code B a. Through a. Green Building measures as detailed in the SDR package may be Completion adjusted prior to master plan check application submittal with prior b. Prior to first approval from the City's Green Building Official provided the design of permit the project complies with the City of Dublin's Green Building Ordinance c. Through and State Law as applicable. In addition, all changes shall be reflected Completion in the Master Plans. (Through Completion) d. Project b. The Green Building checklist shall be included in the master plans. The e. Prior to checklist shall detail what Green Points are being obtained and where approval of the information is found within the master plans. (Prior to first permit). the c. Prior to each unit final, the project shall submit a completed checklist landscape with appropriate verification that all Green Points required by 7.94 of the plans by the Dublin Municipal Code have been incorporated. (Through Completion) City of d. Homeowner Manual—if Applicant takes advantage of this point the Dublin Manual shall be submitted to the Green Building Official for review or a f. Prior to third party reviewer with the results submitted to the City. (Project) approval of e. Landscape plans shall be submitted to the Green Building Official for the review. (Prior to approval of the landscape plans by the City of Dublin) landscape f. Developer may choose self-certification or certification by a third party as plans by the permitted by the Dublin Municipal Code. Applicant shall inform the City of Green Building Official of method of certification prior to release of the Dublin first permit in each subdivision/neighborhood. 48. Cool Roofs. Flat roof areas shall have their roofing material coated with B Through light colored gravel or painted with light colored or reflective material Completion desi ned for Cool Roofs. 49. Electric Vehicle Charging Stations. Show the location of Electric Vehicle B Through Charging Stations mandated for new residential construction (multifamily Completion dwellings)effective July 1, 2015. Include the number and location of EV charging stations on plans. 50. Solar Zone—CA Energy Code. Show the location of the Solar Zone on the B Through site plan. Detail the orientation of the Solar Zone. This information shall be Completion shown in the master plan check on the overall site plan,the individual roof plans and the plot plans. For the Recreation Center, this information shall be shown in the plan check and overall site plan as well as the individual roof 9 plan(s). This condition of approval will be waived if the project meets the exceptions provided in the CA Energy Code. 51. Accessible Parking. The required number of parking stalls, the design and B Through location of the accessible parking stalls shall be as required by the CA Completion Buildin Code. 52. Options. Selected options that affect the square footage of the dwellings B Through shall be listed on the building permit application. Selected options that affect Completion the footprint of the dwelling shall be shown on the plot plan. 53. Accessible units under CBC 11A. For multi-family product types, a B Through minimum of 10%of the units shall meet the requirements of chapter 11 A of Completion the CBC. The ten percent(10%)accessible units shall be constructed concurrently with the project. Certificate of Occupancies may be withheld by the Chief Building Official's determination at any time that the 10% requirements are not being met. 54. Mailbox Lighting. Mailboxes shall be provided with lighting meeting the B Through re uirements of the City's Residential building security requirements. Completion 55. Copies of Approved Plans. Applicant shall provide City with two (2) B 30 days after reduced (1/2 size)copies of the City of Dublin Building Plans stamped permit and "approved". each revision issuance 56. Electronic File: The applicant/developer shall submit all building drawings B Issuance of the and specifications for this project in an electronic format to the satisfaction of final occupancy the Chief Building Official prior to the issuance of building permits. Additionally, all revisions made to the building plans during the project shall be incorporated into an "As Built" electronic file and submitted prior to the issuance of the final occupancy. FIRE PREVENTION 57. No fire service lines shall pass beneath buildings. F Approval of Improvement Plans 58. Fire apparatus roadways shall have a minimum unobstructed width of 20 F Approval of feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. Improvement Roadways under 36 feet wide shall be posted with signs or shall have red Plans curbs painted with labels on one side; roadways under 28 feet wide shall be posted with signs or shall have red curbs painted with labels on both sides of the street as follows: "NO STOPPING FIRE LANE -CVC 22500.1". Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet, approved aerial fire apparatus access roads shall be provided. For purposes of this section,the highest roof surface shall be determined by measurement to the eave of a pitched roof,the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater or as approved by Fire Department. Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet exclusive of shoulders.At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. 59. New Fire Sprinkler System & Monitoring Requirements. In accordance F Permit with The Dublin Fire Code, fire sprinklers shall be installed in the building. issuance The system shall be in accordance with the NFPA 13, 13R, or 13D, the CA Fire Code and CA Building Code. Plans and specifications showing detailed mechanical design, cut sheets, listing sheets and hydraulic calculations shall be submitted to the Fire Department for approval and permit prior to installation.This may be a deferred submittal 60. FIRE SPRINKLER MONITORING SYSTEM (NOT FIRE ALARM SYSTEM). F Permit Alarm, supervisory and trouble signals shall be distinctly different and shall issuance be automatically transmitted to an approved supervising station. One EXTERIOR approved audible device, located on the exterior of the building in an approved location shall be connected to each automatic sprinkler system. Such sprinkler water-flow devices shall be activated by water flow 10 equivalent to the flow of a single sprinkler of the smallest orifice size installed in the system. Visible alarm notification appliances shall not be required except when required by California Fire Code section 907. 61. Allowable Area-Building Setbacks. Buildings on the same property must F Permit be included in the allowable area calculations or setback from assumed issuance property lines in accordance with Table 503 of the Building Code. Either provide an allowable area calculation/analysis for the aggregate total for all buildings on the property or show assumed property lines between the buildings that will be in compliance with the setback requirements of Table 503. The construction classification, occupancy classification, and building use shall be provided for each building. In addition, if the setback of buildings from the property line or assumed property line is such that a fire rated wall or opening protection would be required, the plans shall note the location and rating of openings, the rating of the exterior wall and if the wall has a parapet. 62. Site Plan. The site plan needs to show sufficient detail to reflect an accurate F Permit and detailed layout of the site for review and record purposes. The site plan issuance will need a scale that will allow sufficient details for review purposes and include, but not be limited to the following: A. The site parking and circulation layout including fences, gates,fire lane locations and turnarounds. B. Location of all fire appliances including fire hydrants,fire connections, fire sprinkler risers, and fire control valves. C. The location of all building openings including the exit discharge pathway for building exits. Note the location of exit lighting for these pathways as well. D. The location of any overhead obstructions and their clearances. E. The location of property lines and assumed property lines between buildings on the same property as well as any easements. The site plan will also need to note the location and distance of fire hydrants that are along the property frontage as well as the closest hydrants to each side of the property that are located along the access roads that serves the property. In addition, the improved face of curb to face of curb or edge of pavement width of the access road that serves the property will need to be noted. 63. Fire Access. Fire access is required to be approved all-weather access. F Construction Show on the plans the location of the all-weather access and a description of commencing the construction. Access road must be designed to support the imposed loads of fire apparatus. 64. Hydrants & Fire Flows. Show the location of any on-site fire hydrants and F Occupancy of any fire hydrants that are along the property frontage as well as the closest any building hydrants to each side of the property that are located along the access roads that serves this property. Provide a letter from DSRSD indicating what the available fire flow is to this property. 65. FD Building Key Box. Building Access.A Fire Department Key Box shall F Occupancy of be installed at the main entrance to the Building. Note these locations on the any building plans. The key box should be installed approximately 5 1/2 feet above grade. The box shall be sized to hold the master key to the facility as well as keys for rooms not accessible by the master key. Specialty keys, such as the fire alarm control box key and elevator control keys shall also be installed in the box. 66. Gate Approvals. Fencing and gates that cross pedestrian access and exit F Details to be paths as well as vehicle entrance and exit roads need to be approved for fire shown on department access and egress as well as exiting provisions where such is building and/or applicable. Plans need to be submitted that clearly show the fencing and sitework permit; gates and details of such. This should be clearly incorporated as part of the installation to site plan with details provided as necessary. be complete prior to occupancy of any building 11 67. Addressing. Addressing shall be illuminated or in an illuminated area.The F Occupancy of address characters shall be contrasting to their background. If address is any building placed on glass, the numbers shall be on the exterior of the glass and a contrasting background placed behind the numbers. Building Address. The building shall be provided with all addresses or the assigned address range so as to be clearly visible from either direction of travel on the street the address references. The address characters shall not be less than 5 inches in height by 1-inch stroke. Larger sizes may be necessary depending on the setbacks and visibility. Multi-Tenants.Where a building has multiple tenants, address shall also be provided near the main entrance door of each tenant space. The address shall be high enough on the building to be clearly visible from the driveway, street or parking area it faces even when vehicles are parked in front of the tenant space. The address shall not be less than 5-inches in height with a '/2-inch stroke. 68. FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION F Ongoing during A. Clearance to combustibles from temporary heating devices shall be construction maintained. Devices shall be fixed in place and protected from damage, and demolition dislodgement or overturning in accordance with the manufacturer's instructions. B. Smoking shall be prohibited except in approved areas. Signs shall be posted"NO SMOKING" in a conspicuous location in each structure or location in which smoking is prohibited. C. Combustible debris, rubbish and waste material shall be removed from buildings at the end of each shift of work. Flammable and combustible liquid storage areas shall be maintained clear of combustible vegetation and waste materials. DUBLIN SAN RAMON SERVICES DISTRICT 69. Complete improvement plans shall be submitted to DSRSD that conform to the DSRSD Issuance of any requirements of the Dublin San Ramon Services District Code,the DSRSD building permit "Standard Procedures, Specifications and Drawings for Design and Installation of Water and Wastewater Facilities", all applicable DSRSD Master Plans and all DSRSD policies. 70. All mains shall be sized to provide sufficient capacity to accommodate future DSRSD Issuance of any flow demands in addition to each development project's demand. Layout building permit and sizing of mains shall be in conformance with DSRSD utility master planning. 71. Sewers shall be designed to operate by gravity flow to DSRSD's existing DSRSD Issuance of any sanitary sewer system. Pumping of sewage is discouraged and may only be building permit allowed under extreme circumstances following a case by case review with DSRSD staff. Any pumping station will require specific review and approval by DSRSD of preliminary design reports, design criteria, and final plans and specifications. The DSRSD reserves the right to require payment of present worth 20 year maintenance costs as well as other conditions within a separate agreement with the applicant for any project that requires a pumping station. 72. Domestic and fire protection waterline systems for Tracts or Commercial DSRSD Issuance of any Developments shall be designed to be looped or interconnected to avoid building permit dead end sections in accordance with requirements of the DSRSD Standard Specific tions and sound engineering ractice. 73. DSRSD policy requires public water and sewer lines to be located in public DSRSD Issuance of any streets rather than in off-street locations to the fullest extent possible. If building permit unavoidable, then public sewer or water easements must be established over the alignment of each public sewer or water line in an off-street or private street location to provide access for future maintenance and/or replace ent. 74. Prior to approval by the City of a grading permit or a building permit, the DSRSD Issuance of any locations and widths of all proposed easement dedications for water and grading permit sewer lines shall be submitted to and approved by DSRSD. or a site 12 development permit 75. Prior to issuance by the City of any Building Permit or Construction Permit by DSRSD Issuance of any the Dublin San Ramon Services District, whichever comes first, all utility building permit connection fees including DSRSD and Zone 7, plan checking fees, inspection fees, connection fees, and fees associated with a wastewater discharge permit shall be paid to DSRSD in accordance with the rates and schedules established in the DSRSD Code. 76. Prior to issuance by the City of any Building Permit or Construction Permit by DSRSD Issuance of any the Dublin San Ramon Services District, whichever comes first, all building permit improvement plans for DSRSD facilities shall be signed by the District Engineer. Each drawing of improvement plans shall contain a signature block for the District Engineer indicating approval of the sanitary sewer or water facilities shown. Prior to approval by the District Engineer, the applicant shall pay all required DSRSD fees, and provide an engineer's estimate of construction costs for the sewer and water systems, a performance bond, a one-year maintenance bond, and a comprehensive general liability insurance policy in the amounts and forms that are acceptable to DSRSD. The applicant shall allow at least 15 working days for final improvement drawing review by DSRSD before signature by the District Engineer 77. No sewer line or waterline construction shall be permitted unless the proper DSRSD Issuance of any utility construction permit has been issued by DSRSD. A construction permit building permit will only be issued after all of the items in Condition No. 66 have been satisfied. 78. The applicant shall hold DSRSD, its Board of Directors, commissions, DSRSD Ongoing employees, and agents of DSRSD harmless and indemnify and defend the same from any litigation, claims, or fines resulting from the construction and completion of the project. 79. Improvement plans shall include recycled water improvements as required DSRSD Issuance of any by DSRSD. Services for landscape irrigation shall connect to recycled water building permit mains. Applicant must obtain a copy of the DSRSD Recycled Water Use Guidelines and conform to the requirements therein. 80. Above-ground backflow prevention devices/double detector check valves DSRSD Issuance of any shall be installed on fire protection systems connected to the DSRSD water building permit main. The Applicant shall collaborate with the Fire Department and DSRSD and ongoing to size and configure the fire system. The Applicant shall minimize the number of backflow prevention devices/double-detector check valve through strategic lacement and landscaping. 81. Development plans will not be approved until landscape plans are submitted DSRSD Approval of for DSRSD review and approval. Final Landscape Plans 82. Grading for construction shall be done with recycled water. DSRSD Ongoing 83. Temporary potable irrigation meters in areas with recycled water service DSRSD Ongoing shall only be allowed for cross-connection and coverage testing for a maximum of 14 days. 84. All easement dedications for DSRSD facilities shall be by separate DSRSD Acceptance of instrument irrevocably offered to DSRSD or by offer of dedication on the Final Map Final Ma . 85. Prior to approval by the City for recordation, the Final Map shall be submitted DSRSD Acceptance of to and approved by DSRSD for easement locations, widths, and restrictions. Final Ma 86. Several sections of this project are shown to be high density development DSRSD Issuance of any with narrow streets, motorcourts, short stub-streets, and cul-de-sacs. These building permit features can cause special problems with access to DSRSD easements and and ongoing facilities for future maintenance. The Developer shall pay particular attention to DSRSD's standard specifications regarding water and sewer line easements and spacing. No water meters or other DSRSD facilities shall be under building overhangs and not DSRSD water mains can be located within 13 motorcourts. DSRSD recommends that the Developer use"master"water meters for motorcourt and condominium style products. 87. The project is located within DSRSD's recycled water use service area. DSRSD Approval of Section 3.20.110 of the District Code describes the Developer's duty to Final connect for recycled water service and the applicable procedures. Landscape Developer shall submit landscape irrigation plans to DSRSD for review and Plans approval. All irrigation facilities shall be in compliance with the District's "Recycled Water Use Guidelines"and Department of Health Services re uirements for recycled water irrigation design. 88. Neighborhoods 10, 7/8, 14/15, and 9/16 will require the use of data DSRSD Approval of transponders for the supervisory control and data acquisition (SCADA)from Final DSRSD's Advanced Metering Infrastructure(AMI)water meters. DSRSD Landscape will require and produce a propagation study using submitted plans to locate Plans and design the appropriate pole-mounted AMI transponders. Cost of the propagation study, poles, and transponders will be borne by the Developer. Designs of the poles and transponders will need to meet City of Dublin approval and should be included in the landscape plans. PUBLIC WORKS GENERAL CONDITIONS 89. General Conditions of Approval. Developer shall comply with the PW On going following General Conditions of Approval for the Neighborhood Vesting Tentative Tract Maps 8360, 8361, 8362, 8363, 8364, 8365, 8366, 8367, and 8368 Boulevard Phases 2 and 3). 90. VTM 8150. All Conditions of Approval in PC Resolution 14-14 that do not PW On going relate to the Landscape Master Plan remain in full force and effect. 91. Requirements and Standard Conditions. The Applicant/Developer shall PW On going comply with applicable City of Dublin Fire Prevention Bureau, Dublin Public Works Department, Dublin Building Department, Dublin Police Services, Alameda County Flood Control District Zone 7, Livermore Amador Valley Transit Authority, Alameda Health Services requirements and standard conditions. Prior to issuance of building permits or the installation of any improvements related to this project,the Developer shall supply written statements from each such agency or department to the Planning Department, indicating that all applicable conditions required have been or will be met. 92. Required Permits. Developer shall obtain all permits required by other PW Issuance of agencies including, but not limited to Zone 7 Water Agency, California Grading Permit Department of Fish and Wildlife, US Fish and Wildlife Service, Army Corps and On going of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. The project shall be modified as needed to respond to the conditions of the permits. 93. Ownership and Maintenance of Improvements. Ownership and PW On going maintenance of street right-of-ways, common area parcels and open space areas and improvements shall be by the City of Dublin, the Boulevard Master Homeowner's Association or Zone 7 as shown on the Boulevard Phases 2 and 3 Site Development Review Maintenance Responsibility Plans, except as modified by these Conditions of Approval. 94. Transportation Fees. The Developer shall be responsible for payment of PW Issuance of Transportation Fees as outlined in Section 10 of the Dublin Crossings Building Development Agreement. Fees will be payable at issuance of building Permits permits. 95. Phased Improvements. Right-of-way dedication and installation of tract PW Ongoing improvements may be done in phases as indicated on the Tentative Map subject to the review and approval of the City Engineer. With each phased Final Map,the City Engineer shall identify all improvements necessary to serve and access the phased lots created. All rights-of-way and improvements identified by the City Engineer for construction within the boundaries of each phase of the development shall be required with the Final Map for that phase. In addition, the City Engineer may require the Develop er to perform off-site grading in order to conform site grading to the 14 adjacent grade outside of the phase proposed for development. 96. Pedestrian Access and Sidewalk Easements. Five foot by five foot (5'x5') PW Approval of "turnaround"areas shall be provided at intervals of no less than two hundred Improvement feet(200') along sidewalks with a width of less than five feet to meet current Plans accessibility requirements. Pedestrian Access and Sidewalk Easements shall be dedicated over those areas of sidewalk located outside of the common area lots needed to provide the required "turnaround" areas. 97. Pedestrian Ramps. All pedestrian ramps shall be designed and constructed PW Approval of to provide direct access to marked or unmarked crosswalks. Each Improvement pedestrian ramp shall be oriented such that it is aligned and parallel to the Plans marked or unmarked crosswalk it is intended to serve. Pedestrian ramps serving more than one marked or unmarked crosswalk shall not be provided, unless specifically approved by the City Engineer. All pedestrian curb ramps serving Class I bikeway open to both bicycle and pedestrians shall be ADA compliant directional ramps and designed to provide a wider ramp width of at least 7 feet, unless otherwise approved by the City Engineer. 98. Bike Lanes. Bike Lanes on project frontage streets (Dublin Boulevard, PW Approval of Arnold Road, Horizon Parkway, and other Backbone Streets)shall be Improvement designed and constructed to provide a continuous bike lane facility. Dropping Plans of bike lanes at or near the intersections or along street segments shall not be allowed unless specifically approved by the City Engineer. 99. Sight Distance.All landscaping and any architectural features or PW Approval monuments shall be limited to 30 inch height inside the sight triangles shown Improvement on the Sight Distance Exhibits of the Vesting Tentative Maps. Any deviations Plans from this rule shall be approved by the Traffic Engineer. 100. Rolled Curb. Prior to the approval of any Improvement Plans which include PW Approval the use of the proposed 3-inch Rolled Curb, the Developer shall submit Improvement gutter capacity calculations, signed and stamped by the Engineer of Record, Plans demonstrating that accumulated stormwater runoff will not overtop the 3-inch curb under the design storm. 101. Stormwater Management.The provided Stormwater Treatment Plans are PW Approval of approved in concept only. The final Stormwater Management Plan for each Improvement neighborhood is subject to City Engineer approval prior to approval of the Plans and Improvement Plans for said neighborhood. Approval is subject to the Ongoing developer providing the necessary plans, details, and calculations that demonstrate the plan complies with the standards established by the San Francisco Bay Regional Water Quality Control Board (RWQCB) National Pollutant Discharge Elimination System (NPDES) Municipal Regional Permit MRP 2.0). 102. Stormwater Management. If the neighborhood tracts are developed in PW Ongoing phases, suitable stormwater treatment and hydromodification measures shall be installed with each phase such that the stormwater runoff from the impervious areas created or replaced within the boundaries of each phase shall be property treated and metered with stormwater treatment and hydromodification measures constructed with that phase or in previous phases. 103. Stormwater Management. The curb openings for bio-retention areas shall PW Approval of not be less than 18"wide unless otherwise demonstrated by sizing Improvement calculations that a 12"wide curb opening will be adequate to convey the Plans required treatment volume. 104. Stormwater Management. Planting used within the bio-retention areas shall PW Approval of be consistent with the approved list found in the Clean Water Program Improvement Technical Guidance and a 3" layer of pea gravel or an approved non-floating Plans mulch shall be applied within the bio-retention areas. 105. Hydromodification Measures. Hydromodification measures shall be PW Approval of completed and operational prior to the creation or replacement of impervious Improvement improve ents on the subject parcel. Plans 106. Hydromodification Vaults. The hydromodification vaults to be located in PW Prior to the future Community Park shall be designed and constructed concurrent I Approval of 15 with the neighborhoods that it will serve. The Developer shall coordinate Improvement design of these vaults with the approved Park Master Plan to ensure that Plans of the there will be no conflict with any proposed future structures. first neighborhood that will be served 107. Stormwater Management Measures, on-lot bioretention areas. All on-lot PW Approval of stormwater management measures must be bounded by a design element Improvement approved by the City Engineer to delineate the stormwater management Plans measures from the rest of the landscaping in order to provide visual delineation for maintenance purposes. 108. Trash Capture.The project Stormwater Management Plan for each PW Approval of neighborhood shall incorporate trash capture measures such as screens, Improvement filters or CDSNortex units to address the requirements of Provision C.10 of Plans the Regional Water Quality Control Board (RWQCB) Municipal Regional Permit(MRP). Storm drain inlet trash capture devices shall meet both the full trash capture requirements of the Regional Water Control Board and allow for maintenance access as required by the Mosquito Abatement District. To the extent possible, trash capture devices shall be located such that long-term maintenance will be the responsibility of the D r/Property Owner. 109. Stormwater Management Measures and Trash Capture Devices PW Project Geospatial Information. Prior to project acceptance, the developer must Acceptance provide the City with a geospatial layer compatible with the City's GIS system locating each stormwater management measure and trash capture device. 110. Storm Water Treatment Measures Maintenance Agreement. Developer PW Final Map shall enter into an Agreement with the City of Dublin that guarantees the property owner's perpetual maintenance obligation for all stormwater treatment measures and trash capture devices installed as part of the project. Said Agreement is required pursuant to the Municipal Regional Stormwater NPDES Permit, Order No. R2-20015-0049. Said permit requires the City to provide verification and assurance that all treatment devices will be properly operated and maintained. The Agreement shall be recorded against the property and shall run with the land. Said agreement shall include an additional exhibit detailing that certain private lots include stormwater treatment measures and purchasers of those lots or purchasers of condominium units on those lots must sign the acknowledgement during escrow. 111. Stormwater Source Control. All stormwater source controls required PW Acceptance of under MRP 2.0, including but not limited to the following must be storm drain implemented: improvements 1. "No Dumping Drains to Bay" storm drain medallions per City Standard Detail CD-704 shall be placed on all public and private storm drain inlets. 2. Air Conditioning Condensate: Condensate from air conditioning units shall be directed to appropriately-sized landscaped areas or the ground. Rooftop Equipment(examples include but are not limited to exhaust hoods, motors, and pumps): Roof top equipment, other than that producing air conditioning condensate, must drain to the sanitary sewer, or be covered and have no discharge to the storm drain system. The applicant must contact Dublin San Ramon Services District for specific connection and discharge requirements. 112. Geotechnical Investigation. The Developer shall submit a design level PW Issuance of geotechnical investigation report for each phase defining and delineating any Grading seismic hazard. The report shall be prepared in accordance with guidelines Permits published by the State of California. The report is subject to review and approval by a City selected peer review consultant prior to the acceptance of the first Final map for each phase. The applicant shall pay all costs related to the required peer review. The recommendations of those geotechnical reports shall be incorporated into the project phases subject to the approval 16 of the City Engineer. 113. Soils Report. The Developer shall submit a detailed soils report prepared by PW Prior to a qualified engineer, registered with the State of California. The required Approval of report shall include recommendations regarding pavement sections for all Improvement project streets including Horizon Parkway and all internal streets. Grading Plans operations shall be in accordance with recommendations contained in the required soils report and grading shall be supervised by an engineer re istered in the State of California to do such work. 114. Geotechnical Engineer Review and Approval. The Project Geotechnical PW Approval of Engineer shall be retained to review all final grading plans and Grading Plans specifications. The Project Geotechnical Engineer shall approve all grading plans prior to City approval and issuance of grading permits. 115. Building Setback to Top of Bank. The Developer shall provide PW Issuance of documentation confirming the review and approval of the designed building Grading Permit setbacks with existing creeks from Zone 7, the Geotechnical Engineer of Record, and other approving agencies. 116. Demolition and Removal of Existing Underground Utilities. A building PW Issuance of demolition permit from the Building Department will be required for the Grading Permit demolition and/or removal of underground utilities within 2'from the building footprint. For the demolition or removal of underground utilities beyond 2' of the building, the Developer shall obtain a letter from the responsible Utility agency with original signature on company letterhead signifying that the under round facilities can be or have been removed. 117. Groundwater Wells. Any groundwater wells found on the project site that PW Issuance of are not needed for the project or groundwater basin management shall be Grading Permit properly sealed and/or destroyed under a Zone 7 permit. The Developer shall provide the City with a copy of this permit prior to grading permit issuance or approval of the first small lot final map, whichever comes first. 118. Grading.The disposal site and haul truck route for any off-haul dirt materials PW Approval of shall be subject to the review and approval by the City Engineer prior to the Grading Plans approval the improvement plans or issuance of a Grading Permit. If the Developer does not own the parcel on which the proposed disposal site is located,the Developer shall provide the City with a Letter of Consent, signed by the current owner, approving the placement of off-haul material on their parcel. A grading plan may be required for the placement of the off-haul material. 119. Overland Release. The Developer shall design for an overland release that PW Approval of will not create standing water greater than 6"or to an elevation greater than Grading Plans the protective slope elevation around the building foundation,within the public or private road, court, driveway, parking, trails, pathways, landscape, and common areas. Overland release shall not drain into creeks unless otherwise approved by Zone 7 Water Agency. 120. Dust Control/Street Sweeping.The Developer shall provide adequate dust PW Construction control measures at all times during the grading and hauling operations. All Ongoing trucks hauling export and import materials shall be provided with tarp cover at all times. Spillage of haul materials and mud-tracking on the haul routes shall be prevented at all times. Developer shall be responsible for sweeping of streets within, surrounding and adjacent to the project if it is determined that the tracking or accumulation of material on the streets is due to its construction activities. 121. Underground Obstructions. Prior to demolition, excavation and grading on PW Grading any portion of the project site, all underground obstructions (i.e., debris, Operations septic tanks,fuel tanks, barrels, chemical waste)shall be identified and removed pursuant to Federal, State and local regulations and subject to the review and approval by the City. Excavations shall be properly backfilled using structural fill, subject to the review and approval of the City Engineer. 122. Utilities.All new utility service connections, including electrical and PW Approval of communications, shall be installed underground. Electrical transformers shall Improvement be installed in underground vaults within an appropriate utilit easement or I I Plans 17 public service easement. 123. Backbone Street Light Spares. The Developer shall provide spare PW Issuance of quantities of street lights along the backbone streets of each phase, Building Permit calculated at approximately ten percent of the total street lights subject to the review and approval of the City Engineer. 124. Public Service Easements. Six foot(6') minimum Public Service Easement PW Approval of (PSE)shall be dedicated along all existing and proposed public streets and Improvement only public utility facilities/infrastructures can be located within this Plans easement unless otherwise approved by the City Engineer. 125. Intersections: The design of the intersections shall be generally as shown PW Approval of on the Tentative Map and the Site Development Review. Improvement Improvement Plans shall include intersection layout details showing the design for the Plans ramps, sidewalks, entry walls, stop signs, landscape planters, street trees, crosswalk locations and decorative pavement to be approved by the City Engineer. Decorative pavement shall not be installed over traffic signal loops or pavement striping and markings. Stamped Asphalt Concrete Pavement will be allowed within crosswalks. Final design details shall be subject to review and approval by the City Engineer. Any decorative pavers/paving installed within City right-of-way shall be done to the satisfaction of the City Engineer. Maintenance costs of the decorative paving shall be the responsibility of the Homeowners Association (HOA). 126. Fire Hydrants No Parking Zone. All fire hydrants shall have a no parking PW Approval of zone extending 15 feet on each side of the hydrant. Improvement tans 127. Cross walks No Parking Zones. All crosswalks shall have a minimum 20 PW Approval of feet no parking zone at each traffic approach. Improvement tans 128. Bicycle Parking. All bicycle parking (short and long term) locations shall be PW Improvement included in the Civil Design Plans and not in Landscaping lans. plans 129. Landscape Plans. Developer shall submit design development Landscape PW Approval of Plans with the first or second plan check for the street improvement plans Improvement and final map for each respective tract. The Landscape Plans shall show Plans details, sections and supplemental information as necessary for design coordination of the various civil design features and elements including utility location to the satisfaction of the City Engineer. Complete Landscape Plans shall be concurrently approved with the Tract Improvement Agreement and Final Ma . 130. Street Light and Joint Trench Plans. Streetlight Plans and Joint Trench PW Approval of Plans shall be submitted with the first or second plan check for the street Improvement improvement plans and final map for each respective tract. Joint trenches Plans for public facilities shall be separated from private joint trenches, and to the extent possible, street lights shall not be placed inside bio-retention areas. The final streetlight plan and joint trench plan shall be completed prior to Final Map approval for each respective subdivision. 131. Parallel Parking Adjacent to Bio-retention areas. Parallel parking PW Approval of adjacent to Bio-retention areas will not be permitted on public streets. Improvement Plans 132. Regulatory Traffic Control and Accessibility Signs. In-tract Regulatory PW Approval of Traffic Control and Accessibility Signs shall conform to the CA Manual on Improvement Uniform Traffic Control Devices MUTCD Manual with no exceptions. Plans 133. Public Street Name Signs. All street name signs shall be compliant with PW Approval of the City and CA MUTCD Standard signs on all public street intersections and Improvement on all pri vate street that are intersecting with public streets. Plans 134. Mailboxes. Any gang mailboxes located on public streets or at an PW Approval of intersection of a public street and private street, shall have two designated Improvement short term parking spaces for mail pick up. These spaces shall not be Plans counted towards the guest parking count. 135. Sterling Street. Sterling Street median shall be closed to east-west vehicle PW Approval of access at EI-Dorado Lane as part of the future phases. Pedestrian crossing Improvement 18 on Sterling Street and this location shall be fitted with a Rectangular Rapid Plans for Flashing Beacon RRFB . Phase 2A 136. Loss of Parking on Iron Horse Parkway. The Developer shall work with PW Approval of City staff to provide a 30 day and 48 hour notice from the City for the Improvement removal of existing on-street parking along Iron Horse Parkway resulting Plans for the from the EIR Mitigation Measure (MM3.12-4)to construct a NB left turn lane Iron Horse on Iron Horse Parkway. Parkway widening for Phase 2. 137. Underground Bioretention. The required number of trees within an PW Approval of Underground Bioretention System shall be designed such that the type of Improvement treewill have a canopy and root limits that will cover the entire system at Plans maturity. TRACT 8360 (Neighborhoods 7 and 8 138. Dublin Boulevard, Arnold Road, and Iron Horse Parkway. Developer PW Prior to shall install improvements along the project's frontage as shown on the Approval of Tentative Map. Required frontage improvements shall include, but are not Improvement limited to the installation of sidewalk, 5' landscape strip inclusive of curb Plans width, 6' high good neighbor fence, curb, gutter, drainage structures, stormwater treatment and hydromodification measures, street trees, landsca in , irrigation, utilities, street lights and fire hydrants. 139. Private Streets (Parcels B, G, H, I, J,and K). The Developer shall PW Prior to establish private street right-of-way and install complete street Approval of improvements, including landscaping,for the proposed private streets, Improvement Streets A thru Street F and Courts A thru Court E, within the development as Plans i shown on the Tentative Map Tract 8360 and the Site Development Review package. 140. Traffic Index. Roadway pavement section for Dublin Boulevard shall be PW Prior to designed using a Traffic Index of 11. Roadway pavement section for Arnold Approval of Road shall be designed using a Traffic Index of 10 and Iron Horse Parkway Improvement shall be designed using a Traffic Index of 9. Plans 141. Design of Canal 2. The final civil and landscape design of Canal 2 PW Prior to improvements: paved access trail, riparian landscape within Zone 7's Approval of ownership parcel for Canal 2 and within the 20 feet access easement shall Improvement be subject to review and approval by Zone 7 or other public agency Plans res onsible for the creek. TRACT 8361 (Neighborhood 9 142. Arnold Road, Horizon Parkway, and Galena Street. Developer shall PW Prior to install improvements along the project's frontage as shown on the Tentative Approval of Map. Required frontage improvements shall include, but are not limited to Improvement the installation of sidewalk, 5' landscape strip inclusive of curb, 6' high good Plans neighbor fence, curb, gutter, drainage structures, stormwater treatment measures, street trees, landscaping, irrigation, utilities, street lights and fire h drants. 143. Private Streets.The Developer shall establish private street right-of-way PW Prior to and install complete street improvements for the proposed private streets on Approval of Parcel A, as shown on the Tentative Map and the Site Development Review Improvement acka e. Plans 144. Traffic Index. Roadway pavement section for Arnold Road shall be PW Prior to designed using a Traffic Index of 10 and Horizon Parkway shall be designed Approval of using a Traffic Index of 9. Improvement Plans TRACT 8362 (Neighborhood 16 145. Arnold Road, Central Parkway, and Galena Street. Developer shall install PW Prior to improvements along the project's frontage as shown on the Tentative Map. Approval of Required frontage improvements shall include, but are not limited to the Improvement installation of sidewalk, 5' (inclusive of curb width) landscape strip, 6' high Plans good neighbor fence, curb, gutter, drainage structures, stormwater treatment 19 measures, street trees, landscaping, irrigation, utilities, street lights and fire h drants. 146. Traffic Index. Roadway pavement section for Arnold Road Parkway shall be PW Prior to designed using a Traffic Index of 10 and Central Parkway shall be designed Approval of using a Traffic Index of 9. Improvement Plans 147. Private Streets.The Developer shall establish private street right-of-way PW Prior to and install complete street improvements for the proposed private streets on Approval of Parcel D within the development as shown on the Tentative Map and the Improvement Site Development Review package. Plans TRACT 8363 (Neighborhood 10 148. Central Parkway, Sterling Street, El Dorado Lane, and Iron Hose PW Prior to Parkway. Developer shall install improvements along the project's frontage Approval of as shown on the Tentative Map. Required frontage improvements shall Improvement include, but are not limited to the installation of sidewalk, 5' landscape strip Plans inclusive of curb width, 6' high good neighbor fence, curb, gutter, drainage structures, stormwater treatment measures, street trees, landscaping, irrigation, utilities, street lights and fire hydrants. 149. Street K is shown to be an offset street with the NH 10 entrance on Iron PW Prior to Horse Parkway. Street K shall be designed to have an offset of Approval of approximately 70 feet to the entrance at the neighborhood 10 street on Iron Improvement Horse Parkway, unless otherwise approved by the City Engineer." Plans 150. Traffic Index. Roadway pavement section for Central Parkway, and Sterling PW Prior to Street shall be designed using a Traffic Index of 9, and El Dorado Lane shall Approval of be designed using a Traffic Index of 7 Improvement Plans 151. Private Streets.The Developer shall establish private street right-of-way PW Prior to and install complete street improvements for the proposed private streets on Approval of Parcels A, C & D within the development as shown on the Tentative Map Improvement and the Site Development Review package. Plans TRACT 8364(Neighborhoods 11 and 12 152. Sterling Street, Horizon Parkway, and Iron Hose Parkway. Developer PW Prior to shall install improvements along the project's frontage as shown on the Approval of Tentative Map. Required frontage improvements shall include, but are not Improvement limited to the installation of sidewalk, 5' landscape strip inclusive of curb Plans width, 6' high good neighbor fence, curb, gutter, drainage structures, stormwater treatment measures, street trees, landscaping, irrigation, utilities, street li hts and fire hydrants. 153. Traffic Index. Roadway pavement section for Sterling Street, Horizon PW Prior to Parkway, and Iron Hose Parkway shall be designed using a Traffic Index of Approval of 9. Improvement Plans 154. Private Streets (Parcels A, B, C, D, E, and F). The Developer shall PW Prior to establish private street right-of-way and install complete street improvements Approval of for the proposed private streets on Parcels A, B, C, D, E, and F within the Improvements development as shown on the Tentative Map and the Site Development Review package. 155. Special Flood Hazard Area. Portion of Neighborhoods 11 and 12 are within PW Prior to the Special Flood Hazard Area designated as AE. The Developer shall Approval of submit flood studies and reports to determine the Base Flood Elevation(s) Improvement (BFEs)for Neighborhoods 11 and 12. The lots that are within the Special Plans Flood Hazard Area shall be labeled on the Vesting Tentative Map.A Conditional Letter of Map Revision (CLOMR-F)shall be submitted to the City for review and submitted to FEMA prior to issuance of any grading permit.A Letter of Map Revision (LOMR-F)shall be submitted to FEMA and receive approval prior to the issuance of the Certificate of Occupancy for each building within the flood zone. 156. Existing Interim 30" SD.The existing Interim 30" SD pipe installed as part PW Construction of Tract 8309 for Neighborhoods 5 and 6 shall be removed and relocated and On-going 20 prior to recordation of Small Lot Final Map. The Developer shall secure the dedication of any and all easements from the United States Army necessary for the installation of the permanent storm drain system serving TR8309 such that service will not be interrupted. The permanent storm drain system shall be operational prior to the removal and relocation of the existing 30" SD line. TRACT 8365 Neighborhood 18) 157. Horizon Parkway,and Iron Hose Parkway. Developer shall install PW Prior to improvements along the project's frontage as shown on the Tentative Map. Approval of Required frontage improvements shall include, but are not limited to the Improvement installation of sidewalk, 5' landscape strip inclusive of curb width, 6' high Plans good neighbor fence, curb, gutter, drainage structures, stormwater treatment measures, street trees, landscaping, irrigation, utilities, street lights and fire h drants. 158. Traffic Index. Roadway pavement section for Sterling Street, Horizon PW Prior to Parkway, and Iron Hose Parkway shall be designed using a Traffic Index of Approval of 9. Improvement Plans 159. Private Streets(Parcels L, M, N, and O).The Developer shall establish PW Prior to private street right-of-way and install complete street improvements for the Approval of proposed private streets on Parcels L, M, N, and O within the development Improvement as shown on the Tentative Map and the Site Development Review package. Plans 160. Special Flood Hazard Area. Portion of Neighborhoods 18 is within the PW Prior to Special Flood Hazard Area designated as AE. The Developer shall submit Approval of flood studies and reports to determine the Base Flood Elevation(s)(BFEs) Improvement for Neighborhood 18. The lots that are within the Special Flood Hazard Area Plans shall be labeled on the Vesting Tentative Map.A Conditional Letter of Map Revision (CLOMR-F)shall be submitted to the City for review and submitted to FEMA prior to issuance of any grading permit.A Letter of Map Revision (LOMR-F)shall be submitted to FEMA and receive approval prior to the issuance of the Certificate of Occupancy for each building within the flood zone. 161. Existing Interim 8" SS.The existing Interim 8"SS pipe installed as part of PW Construction Tract 8309 for Neighborhoods 5 and 6 shall be removed and relocated, and and On-going the existing Sanitary Sewer Easement(SSE) Drain Easement shall be vacated prior to recordation of Small Lot Final Map. Developer shall also secure the dedication of any and all easements by the United States Army required by Dublin San Ramon Services District(DSRSD)for the installation of the permanent sanitary sewer system serving TR8309 such that service will not be interrupted. The permanent sanitary sewer system shall be operational prior to the removal and relocation of the existing interim 8" SS line. TRACT 8366(Neighborhood 13 162. Horizon Parkway, Sterling Street, and Nugget Way. Developer shall PW Prior to install improvements along the project's frontage as shown on the Tentative Approval of Map. Required frontage improvements shall include, but are not limited to Improvement the installation of sidewalk, 5' landscape strip inclusive of curb width, 6' high Plans good neighbor fence, curb, gutter, drainage structures, stormwater treatment measures, street trees, landscaping, irrigation, utilities, street lights and fire h drants. 163. Traffic Index. Roadway pavement section for Horizon Parkway and Sterling PW Prior to Street shall be designed using a Traffic Index of 9. Approval of Improvement Plans 164. Private Streets(Parcels A, B, C, F and G). The Developer shall establish PW Prior to private street right-of-way and install complete street improvements for the Approval of proposed private streets on Parcels A, B, C, F and G within the development Improvement as shown on the Tentative Map and the Site Development Review package. Plans 165. Special Flood Hazard Area. Portion of Neighborhoods 13 is within the PW I Prior to 21 Special Flood Hazard Area designated as AE. The Developer shall submit Approval of flood studies and reports to determine the Base Flood Elevation(s) (BFEs) Improvement for Neighborhood 13. The lots that are within the Special Flood Hazard Area Plans shall be labeled on the Vesting Tentative Map. A Conditional Letter of Map Revision (CLOMR-F)shall be submitted to the City for review and submitted to FEMA prior to issuance of any grading permit. A Letter of Map Revision (LOMR-F)shall be submitted to FEMA and receive approval prior to the issuance of the Certificate of Occupancy for each building within the flood zone. TRACT 8367(Neighborhoods 14 and 15 166. Central Parkway, Iron Horse Parkway, and Arnold Road. Developer shall PW Prior to install improvements along the project's frontage as shown on the Tentative Approval of Map. Required frontage improvements shall include, but are not limited to Improvement the installation of sidewalk, 5' landscape strip inclusive of curb width, 6' high Plans good neighbor fence, curb, gutter, drainage structures, stormwater treatment measures, street trees, landscaping, irrigation, utilities, street lights and fire h drants. 167. Traffic Index. Roadway pavement section for Central Parkway shall be PW Prior to designed using a Traffic Index of 9 and Arnold Road shall be designed using Approval of a Traffic Index of 10. Improvement Plans 168. Private Streets (Parcels A, B, C, D and E).The Developer shall establish PW Prior to private street right-of-way and install complete street improvements for the Approval of proposed private streets on Parcels A, B, C, D and E within the Improvement development as shown on the Tentative Map and the Site Development Plans Review package. 169. Canal 2. The final civil design and landscape design of Canal 2 PW Prior to improvements: paved access trail, riparian landscape within Zone 7's Approval of ownership parcel for Canal 2 and within the 20 feet access easement shall Improvement be subject to review and approval by Zone 7 or other public agency Plans responsible for the creek. TRACT 8368 (Neighborhood 17 170. Columbus Street, El Dorado Lane,and Nugget Way. Developer shall PW Prior to install improvements along the project's frontage as shown on the Tentative Approval of Map. Required frontage improvements shall include, but are not limited to Improvement the installation of sidewalk, 5' landscape strip inclusive of curb width, 6' high Plans good neighbor fence, curb, gutter, drainage structures, stormwater treatment measures, street trees, landscaping, irrigation, utilities, street lights and fire hydrants. 171. Traffic Index. Roadway pavement section for Columbus Street and El PW Prior to Dorado Lane shall be designed using a Traffic Index of 7 Approval of Improvement Plans 172. Private Streets (Parcel D). The Developer shall establish private street PW Prior to right-of-way and install complete street improvements for the proposed Approval of private streets on Parcel D within the development as shown on the Improvement Tentative Map and the Site Development Review package. Plans 173. Chabot Creek. The final civil design and landscape design of Chabot Creek PW Prior to improvements: paved access trail, riparian landscape within Zone 7's Approval of ownership parcel for Chabot Creek and within the access easement shall be Improvement subject to review and approval by Zone 7 or other public agency responsible Plans for the creek. 174. Maintenance of Chabot Creek. If the Developer is unsuccessful in PW Acceptance of reaching an agreement with Zone 7 or other public agency to maintain the first phase of realigned Chabot Creek (both above-and under-ground sections), the Park Developer shall enter into a"Maintenance Agreement"with the City to allow Improvements. the Boulevard Master Homeowner's Association to maintain the open channel and/or box culvert sections of the alignment, maintenance responsibilities and minimum maintenance requirements to ensure that the 22 facilities are maintained properly and will be operated in a manner that does not impede the use of the Community Park. The Agreement shall be subject to approval of the City Engineer, Maintenance responsibilities of the Howmeowner's Association shall include, but shall not be limited to hydraulic performance of open channel and/or box culvert sections of the creek alignment; box culvert structure; dredging of channel; landscaping; slope stability; and removal of debris. PUBLIC WORKS STANDARD CONDITIONS: GENERAL 175. Developer shall comply with the City of Dublin Public Works Standard PW Ongoing Conditions of Approval contained below("Standard Condition") unless specifically modified by Project Specific Conditions of Approval above. 176. The Developer shall comply with the Subdivision Map Act, the City of Dublin PW Ongoing Subdivision, and Grading Ordinances, the City of Dublin Public Works Standards and Policies,the most current requirements of the State Code Title 24 and the Americans with Disabilities Act with regard to accessibility, and all building and fire codes and ordinances in effect at the time of building permit. All public improvements constructed by Developer and to be dedicated to the City are hereby identified as"public works" under Labor Code section 1771. Accordingly, Developer, in constructing such improvements, shall comply with the Prevailing Wage Law(Labor Code. Sects. 1720 and following). 177. The Developer shall defend, indemnify, and hold harmless the City of Dublin PW Ongoing and its agents, officers, and employees from any claim, action, or proceeding against the City of Dublin or its agents, officers, or employees to attack, set aside, void, or annul an approval of the City of Dublin or its advisory agency, appeal board, Planning Commission, City Council, Community Development Director,Zoning Administrator, or any other department, committee, or agency of the City to the extent such actions are brought within the time period required by Government Code Section 66499.37 or other applicable law; provided, however, that The Developer's duty to so defend, indemnify, and hold harmless shall be subject to the City's promptly notifying The Developer of any said claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceedings. 178. In the event that there needs to be clarification to these Conditions of PW On going Approval,the Director of Community Development and the City Engineer have the authority to clarify the intent of these Conditions of Approval to the Developer without going to a public hearing.The Director of Community Development and the City Engineer also have the authority to make minor modifications to these conditions without going to a public hearing in order for the Developer to fulfill needed improvements or mitigations resulting from impacts of this project. 179. If there are conflicts between the Vesting Tentative Map approval and the PW On going SDR approval pertaining to mapping or public improvements the Tentative Map shall take precedent. Fees 180. The Developer shall pay all applicable fees in effect at the time of building PW Zone 7 and permit issuance including, but not limited to, Planning fees, Building fees, Parkland In- Dublin San Ramon Services District fees, Public Facilities fees, Dublin Lieu Fees due Unified School District School Impact fees, Public Works Traffic Impact fees, prior to filing Alameda County Fire Services fees, Noise Mitigation fees, Inclusionary each Final Housing In-Lieu fees,Alameda County Flood and Water Conservation Map, other fees District(Zone 7) Drainage and Water Connection fees and any other fees as required with noted in the Development Agreement. issuance of building permits Permits 181. Developer shall obtain an Encroachment Permit from the Public Works PW Prior to Start of Department for all construction activity within the public right-of-way of any Work street where the City has accepted the improvements. The encroachment permit may require surety for slurry seal and restri in . At the discretion of 23 the City Engineer an encroachment for work specifically included in an Improve ent Agreement may not be required. 182. Developer shall obtain a Grading/Sitework Permit from the Public Works PW Prior to Start of Department for all grading and private site improvements that serves more Work than one lot or residential condominium unit. 183. Developer shall obtain all permits required by other agencies including, but not limited to Alameda County Flood Control and Water Conservation District Zone 7, California Department of Fish and Game,Army Corps of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. Submittals 184. All submittals of plans and Final Maps shall comply with the requirements of PW Prior to the"City of Dublin Public Works Department Improvement Plan Submittal Approval of Requirements", and the"City of Dublin Improvement Plan Review Check Improvement List". Plans 185. The Developer will be responsible for submittals and reviews to obtain the PW Approval of approvals of all participating non-City agencies. The Alameda County Fire Improvement Department and the Dublin San Ramon Services District shall approve and Plans or final sign the Improvement Plans. map 186. Developer shall submit a Geotechnical Report, which includes street PW Approval of pavement sections and grading recommendations. Improvement Plans or final ma 187. Developer shall provide the Public Works Department a digital vectorized file PW Acceptance of of the"master' CAD files for the project when the Final Map has been improvements approved. Digital raster copies are not acceptable. The digital vectorized and release of files shall be in AutoCAD 14 or higher drawing format. Drawing units shall be bonds decimal with the precision of the Final Map. All objects and entities in layers shall be colored by layer and named in English.All submitted drawings shall use the Global Coordinate System of USA, California, NAD 83 California State Plane, Zone III, and U.S.foot. Easements 188. The Developer shall obtain abandonment from all applicable public agencies PW Approval of of existing easements and right of ways that will no longer be used. improvement tans 189. The Developer shall acquire easements, and/or obtain rights-of-entry from PW Approval of the adjacent property owners for any improvements on their property. The improvement easements and/or rights-of-entry shall be in writing and copies furnished to plans the City Engineer. Gradin 190. The Grading Plan shall be in conformance with the recommendations of the PW Approval of Geotechnical Report, the approved Tentative Map and/or Site Development grading plans Review, and the City design standards&ordinances. In case of conflict or issuance of between the soil engineer's recommendations and City ordinances, the City grading Engineer shall determine which shall apply. permits. On going 191. A detailed Erosion Control Plan shall be included with the Grading Plan PW Approval of approval. The plan shall include detailed design, location, and maintenance grading plans criteria of all erosion and sedimentation control measures. or issuance of grading permits. On going 192. Tiebacks or structural fabric for retaining walls shall not cross property lines, PW Approval of or shall be located a minimum of 2' below the finished grade of the upper lot. grading plans or issuance of grading permits. On going 24 Im rovements 193. Applicant shall meet with the trash collection agency during plan check PW Approval of review for the distance, maneuvering and pick-up requirements for trash Improvement collection. Documentation of results, recommendations, requirements, and Plans approval generated from this meeting shall be provided to the City. 194. Hydrology and Hydraulic Calculations. Hydrology and Hydraulic PW Approval of calculations using shall be submitted for approval by the City Engineer. Improvement Alameda County published an updated version of the Alameda County Plans Hydrology&Hydraulics Manual. The H&H Manual includes updates to calculating runoff and should be used as the basis for your hydrology and hydraulics design of flood control facilities in Alameda County. The manual is available for download at: acfloodcontrol.org/hh-manual. 195. The public improvements shall be constructed generally as shown on the PW Approval of Tentative Map and/or Site Development Review. However,the approval of grading plans the Tentative Map and/or Site Development Review is not an approval of the or issuance of specific design of the drainage, sanitary sewer, water, and street grading improvements. permits. On going 196. All public improvements shall conform to the City of Dublin Standard Plans PW Approval of and design requirements and as approved by the City Engineer. Improvement Plans or start of construction. On going 197. The asphalt concrete (AC)section of the roadway for public streets shall be PW Approval of a minimum of 4"thick. Improvement Plans 198. The height of walls, gates, signs, monuments, pilasters, and any other PW Approval of architectural and landscaping features shall be kept below 30 inches inside Improvement the intersection visibility zone. The intersection visibility zones shall be Plans or start of determined by the City Traffic Engineer construction. On goi n 199. Public streets shall be at a minimum 1%slope with minimum gutter flow of PW Approval of 0.7%around bumpouts. Private streets and alleys shall be at minimum 0.5% Improvement slope. Intersections shall have a maximum 6% slope through intersections Plans or start of and 2% maximum cross slope. construction. On going 200. Curb Returns on arterial and collector streets shall be 40-foot radius, all PW Approval of internal public streets curb returns shall be minimum 30-foot radius (36-foot Improvement with bump outs)and private streets/alleys shall be a minimum 20-foot radius, Plans or start of or as shown on this Tentative Map, and as approved by the Fire Dept. and construction. as approved by the City Engineer. Curb ramp locations and design shall On going conform to the most current Title 24 and Americans with Disabilities Act re uirements and as approved by the City Traffic Engineer. 201. The Developer shall install all traffic signs and pavement marking as PW Occupancy of required by the City Engineer. units or acceptance of improvements. 202. Street light standards and luminaries shall be designed and installed per PW Occupancy of approval of the City Engineer. To the extent possible, street lights shall not units or be located within bio-retention areas The maximum voltage drop for acceptance of streetlights is 5%. improvements. 203. The Developer shall construct bus stops and shelters at the locations PW Occupancy of designated and approved by the LAVTA and the City Engineer. The units or Developer shall pay the cost of procuring and installing these improvements. acceptance of improvements. 204. Developer shall construct all potable and recycled water and sanitary sewer PW Occupancy of facilities required to serve the project in accordance with DSRSD master units or plans, standards, specifications and requirements. acceptance of improvements. 25 205. Fire hydrant locations shall be approved by the Alameda County Fire PW Occupancy of Department. A raised reflector blue traffic marker shall be installed in the units or street opposite each hydrant. acceptance of improvements. 206. The Developer shall furnish and install street name signs for the project to PW Occupancy of the satisfaction of the City Engineer. units or acceptance of improvements. 207. Developer shall construct gas, electric, cable TV and communication PW Occupancy of improvements within the fronting streets and as necessary to serve the units or project and the future adjacent parcels as approved by the City Engineer and acceptance of the various Public Utility agencies. improvements. 208. All electrical, gas, telephone, and Cable TV utilities, shall be underground in PW Occupancy of accordance with the City policies and ordinances. All utilities shall be units or located and provided within public utility easements and sized to meet utility acceptance of companv standards. improvements. 209. All utility vaults, boxes and structures, unless specifically approved otherwise PW Occupancy of by the City Engineer, shall be underground and placed in landscape areas units or and screened from public view. Prior to Joint Trench Plan approval, acceptance of landscape drawings shall be submitted to the City showing the location of all Improvements utility vaults, boxes and structures and adjacent landscape features and or Approval of plantings. The Joint Trench Plans shall be signed by the City Engineer prior Improvement to construction of the joint trench improvements. Plans. 210. Vertical and horizontal curves and sight distances shall be designed per PW Approval of Caltrans Highway Design Manual (HDM)for all public streets. A vertical Improvement curve shall be required in public streets for grades that have an algebraic Plans difference of 1% and vertical curves shall be a minimum 50 feet in length. Private streets shall be designed with these same criteria wherever practical, as determined between the City Engineer and Design Engineer of Record. Construction 211. The Erosion Control Plan shall be implemented between October 15th and PW On-going as April 15th unless otherwise allowed in writing by the City Engineer. The needed Developer will be responsible for maintaining erosion and sediment control measures for one year following the City's acceptance of the subdivision improvements. 212. If archaeological materials are encountered during construction, construction PW On-going as within 100 feet of these materials shall be halted until a professional needed Archaeologist who is certified by the Society of California Archaeology(SCA) or the Society of Professional Archaeology(SOPA)has had an opportunity to evaluate the significance of the find and suggest appropriate mitigation measures. 213. Construction activities, including the maintenance and warming of PW On-going as equipment, shall be limited to Monday through Friday, and non-City holidays, needed between the hours of 7:30 a.m. and 5:30 p.m. except as otherwise approved by the City Engineer. Extended hours or Saturday work will be considered by the City Engineer on a case-by-case basis. 214. Developer shall prepare a construction noise management plan that PW Start of identifies measures to be taken to minimize construction noise on construction surrounding developed properties. The plan shall include hours of implementation construction operation, use of mufflers on construction equipment, speed and on-going limit for construction traffic, haul routes and identify a noise monitor. Specific as needed noise management measures shall be provided prior to project construction. 215. Developer shall prepare a plan for construction traffic interface with public PW Start of traffic on any existing public street. Construction traffic and parking may be construction subject to specific requirements by the City Engineer. implementation and on-going as needed 26 216. The Developer shall be responsible for controlling any rodent, mosquito, or PW On-going other pest roblem due to construction activities. 217. The Developer shall be responsible for watering or other dust-palliative PW On-going measures to control dust as conditions warrant or as directed by the City Engineer. 218. The Developer shall provide the Public Works Department with a letter from PW Issuance of a registered civil engineer or surveyor stating that the building pads have Building been graded to within 0.1 feet of the grades shown on the approved Grading permits or Plans, and that the top&toe of banks and retaining walls are at the locations acceptance of shown on the approved Grading Plans. improvements Storm Water Quality NPDES 219. Prior to any clearing or grading, the Developer shall provide the City PW Start of any evidence that a Notice of Intent(NOI) has been sent to the California State construction Water Resources Control Board per the requirements of the NPDES. A activities copy of the Storm Water Pollution Prevention Plan (SWPPP)shall be provided to the Public Works Department and be kept at the construction site. 220. The Storm Water Pollution Prevention Plan (SWPPP)shall identify the Best PW SWPPP to be Management Practices (BMPs)appropriate to the project construction prepared prior activities. The SWPPP shall include the erosion control measures in to approval of accordance with the regulations outlined in the most current version of the improvement ABAG Erosion and Sediment Control Handbook or State Construction Best plans, Management Practices Handbook. The Developer is responsible for implementation ensuring that all contractors implement all storm water pollution prevention prior to start of measures in the SWPPP. construction and on-going as needed. PASSED, APPROVED AND ADOPTED this 9th day of May 2017 by the following vote: AYES: Wright, Qureshi, Mittan, Bhuthimethee, Kothari NOES: ABSENT: ABSTAIN: Planning Commission Chair ATTEST: Assistant CominuniV Development Director 27 ALIVEwith Boulevard conveys action, walking, movement and advancing from one place to the next. It’s a place of seeing, doing, free thinking and perspective—because living at Boulevard is living real life. With an urban notion and intimate neighborhood experience, Boulevard’s vision reflects the evolving dynamics of Dublin and the Tri-Valley area, offering a rich environment that has all the elements of a great place – transit, residential diversity, social spaces and abundant parks. Those things are a must, but Boulevard goes further with unique distinctions that set it apart, from landmark entry monuments, innovative park programming and public art to notable residential architecture. A place of fresh experiences, artistic sights and connected activities, Boulevard is the hub that moves life forward. Boulevard is an immediate experience. URBAN IN SUBURBAN OVERALL A0.1 RENDERING KEY MAP A0.2 RENDERING 1 - NEIGHBORHOOD 7 A0.3 RENDERING 2 - NEIGHBORHOOD 1/3 A0.4 RENDERING 3 - NEIGHBORHOOD 14/15 A0.5 RENDERING 4 - NEIGHBORHOOD 14/16 A0.6 RENDERING 5 - NEIGHBORHOOD 8/14 A0.7 RENDERING 6 - NEIGHBORHOOD 10/13 A0.8 RENDERING 7 - NEIGHBORHOOD 12/13 A0.9 RENDERING 8 - NEIGHBORHOOD 11/18 A0.10 RENDERING 9 - NEIGHBORHOOD 10 A0.11 RENDERING 10 - NEIGHBORHOOD 10 A0.12 RENDERING 11 - NEIGHBORHOOD 13 AT PARK CIVIL C0.1.1 PHASE 2 & 3 OVERALL AERIAL PHOTO PLAN C0.1.2 PHASE 2 OVERALL AERIAL PHOTO PLAN C0.2 OVERALL NEIGHBORHOOD PLAN LANDSCAPE L0.1 ENTRY AT IRON HORSE PARKWAY L0.2 ENTRY AT CENTRAL PARKWAY L0.3 OVERALL WALL AND FENCING PLAN L0.4 WALL AND FENCING DETAILS L0.5 GREENBELT L0.6 GREENBELT L0.7 STREET SECTIONS L0.8 STREET SECTIONS L0.9 SITE ACCESSORIES NEIGHBORHOOD 10 (PHASE 2) L3.1 NEIGHBORHOOD 10 SITE PLAN CIVIL C.3.1 NEIGHBORHOOD 10 SITE PLAN C.3.2 NEIGHBORHOOD 10 LAND USE SUMMARY C.3.3 NEIGHBORHOOD 10 STREET SECTIONS C.3.4 NEIGHBORHOOD 10 ADDRESS PLAN C.3.5 NEIGHBORHOOD 10 PARKING PLAN C.3.6 NEIGHBORHOOD 10 TRASH PICKUP PLAN C.3.7 NEIGHBORHOOD 10 MAILBOX LOCATION PLAN C.3.8 NEIGHBORHOOD 10 FIRE ACCESS PLAN C.3.9 NEIGHBORHOOD 10 SIGHT DISTANCE PLAN C.3.10 NEIGHBORHOOD 10 ACCESSIBILITY PLAN C.3.11 NEIGHBORHOOD 10 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L3.2 NEIGHBORHOOD 10 STREET TREE PLAN L3.3 NEIGHBORHOOD 10 WALLS AND FENCING L3.4 NEIGHBORHOOD 10 TYPICAL L3.5 NEIGHBORHOOD 10 TYPICAL L3.6 NEIGHBORHOOD 10 POCKET PARK – THE WELL ARCHITECTURE A3.10 HYDE PARK-SITE KEY MAP A3.11 CODE ANALYSIS A3.12 CONCEPTUAL SOLAR READY ZONE PLAN A3.20 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.21 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.22 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.23 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.24 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.25 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.26 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.27 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.28 STACKED FLAT-6 PLEX _ EXTERIOR ELEVATIONS A3.29 STACKED FLAT-6 PLEX _ BUILDING PLANS A3.30 STACKED FLAT-6 PLEX _ BUILDING PLANS A3.31 STACKED FLAT-6 PLEX _ BUILDING PLANS A3.32 STACKED FLAT-6 PLEX _ BUILDING PLANS A3.40 PLAN 1 – FLOOR PLANS A3.41 PLAN 2 – FLOOR PLANS A3.42 PLAN 3 – FLOOR PLANS A3.43 PLAN 3 - FLOOR PLANS A3.50 BUILDING SECTIONS A3.60 ARCHITECTURAL DETAILS A3.61 COLOR & MATERIALS NEIGHBORHOOD 11&12 (PHASE 2) & 18 (PHASE 3) L4.1 NEIGHBORHOOD 11&12&18 SITE PLAN CIVIL C.4.1.1 NEIGHBORHOOD 11/12/18 SITE PLAN C.4.1.2 NEIGHBORHOOD 11/12/18 INTERIM CONDITION SITE PLAN C.4.2 NEIGHBORHOOD 11/12/18 LAND USE SUMMARY C.4.3 NEIGHBORHOOD 11/12/18 STREET SECTIONS C.4.4 NEIGHBORHOOD 11/12/18 ADDRESS PLAN C.4.5.1 NEIGHBORHOOD 11/12/18 ULTIMATE PARKING PLAN C.4.5.2 NEIGHBORHOOD 11/12/18 INTERIM PARKING PLAN C.4.6 NEIGHBORHOOD 11/12/18 TRASH PICKUP PLAN C.4.7 NEIGHBORHOOD 11/12/18 MAILBOX LOCATION PLAN C.4.8 NEIGHBORHOOD 11/12/18 FIRE ACCESS PLAN C.4.9 NEIGHBORHOOD 11/12/18 SIGHT DISTANCE PLAN C.4.10 NEIGHBORHOOD 11/12/18 UNIVERSAL DESIGN ORDINANCE C.4.11 NEIGHBORHOOD 11/12/18 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L4.2 NEIGHBORHOOD 11&12&18 STREET TREE PLAN L4.3 NEIGHBORHOOD 11&12&18 WALLS AND FENCING L4.4 NEIGHBORHOOD 11&12&18 WALLS AND FENCING L4.5 NEIGHBORHOOD 11&18 TYPICALS L4.6 NEIGHBORHOOD 12 TYPICALS L4.7 NEIGHBORHOOD 11&12&18 – THE HANGOUT L4.8 NEIGHBORHOOD 11&12&18 – INTERIM SECTIONS L4.9 NEIGHBORHOOD 11&12&18 – INTERIM SECTIONS L4.10 NEIGHBORHOOD 11&12&18 – INTERIM SECTIONS ARCHITECTURE Neighborhood 11/18 A4.11.SS STREETSCENE A4.11.1 PLAN 1 FLOOR PLAN A4.11.2 PLAN 1 FLOOR PLAN (UNIVERSAL DESIGN) A4.11.3 PLAN 1 ROOF PLANS A4.11.4 PLAN 1 DECK OPT. ROOF PLANS A4.11.5 PLAN 1 FRONT ELEVATIONS A4.11.6 PLAN 1 TYP. ISOMETRIC VIEW A4.11.7 PLAN 1 EXTERIOR ELEVATIONS A4.11.8 PLAN 1A W/ OPTIONAL DECK A4.11.9 PLAN 1B EXTERIOR ELEVATIONS A4.11.10 PLAN 1B ENHANCED ELEVATIONS A4.11.11 PLAN 1B W/ OPTIONAL DECK A4.11.12 PLAN 1C EXTERIOR ELEVATIONS A4.11.13 PLAN 1C W/ OPTIONAL DECK A4.11.14 PLAN 2 FLOOR PLAN A4.11.15 PLAN 2 FLOOR PLAN (UNIVERSAL DESIGN) A4.11.16 PLAN 2 ROOF PLANS A4.11.17 PLAN 2 FRONT ELEVATIONS A4.11.18 PLAN 2 ISOMETRIC VIEW A4.11.19 PLAN 2 EXTERIOR ELEVATIONS A4.11.20 PLAN 2 ENHANCED ELEVATIONS A4.11.21 PLAN 2A W/ OPTIONAL DECK A4.11.22 PLAN 2B EXTERIOR ELEVATIONS A4.11.23 PLAN 2B W/ OPTIONAL DECK A4.11.24 PLAN 2C EXTERIOR ELEVATIONS A4.11.25 PLAN 2C W/ OPTIONAL DECK A4.11.26 PLAN 3 FLOOR PLAN A4.11.27 PLAN 3 FLOOR PLAN (UNIVERSAL DESIGN) A4.11.28 PLAN 3 ROOF PLANS A4.11.29 PLAN 3 FRONT ELEVATIONS A4.11.30 PLAN 3 TYP. ISOMETRIC VIEW A4.11.31 PLAN 3A EXTERIOR ELEVATIONS A4.11.32 PLAN 3B EXTERIOR ELEVATIONS A4.11.33 PLAN 3B ENHANCED ELEVATIONS A4.11.34 PLAN 3C EXTERIOR ELEVATIONS A4.11.35 COLOR & MATERIALS SCHEME 1 & 2 A4.11.36 COLOR & MATERIALS SCHEME 3 & 4 A4.11.37 COLOR & MATERIALS SCHEME 5 & 6 Neighborhood 12 A4.12.SS STREETSCENE A4.12.1 PLAN 1 FLOOR PLAN (UNIVERSAL DESIGN) A4.12.2 PLAN 1A FLOOR PLANS A4.12.3 PLAN 1B FLOOR PLAN (UNIVERSAL DESIGN) A4.12.4 PLAN 1B FLOOR PLANS A4.12.5 PLAN 1C FLOOR PLAN (UNIVERSAL DESIGN) A4.12.6 PLAN 1C FLOOR PLANS A4.12.7 PLAN 1 ROOF PLANS A4.12.8 PLAN 1A ELEVATIONS A4.12.9 PLAN 1B ELEVATIONS A4.12.10 PLAN 1C ELEVATIONS A4.12.11 PLAN 1C TYPICAL ISOMETRIC VIEW A4.12.12 PLAN 1B ENHANCED CORNER LOTS 19 & 49 A4.12.13 PLAN 2A FLOOR PLAN (UNIVERSAL DESIGN) A4.12.14 PLAN 2A FLOOR PLANS A4.12.15 PLAN 2B FLOOR PLAN (UNIVERSAL DESIGN) A4.12.16 PLAN 2B FLOOR PLANS A4.12.17 PLAN 2C FLOOR PLAN (UNIVERSAL DESIGN) A4.12.18 PLAN 2C FLOOR PLAN A4.12.19 PLAN 2 ROOF PLANS A4.12.20 PLAN 2A ELEVATIONS A4.12.21 PLAN 2A TYPICAL ISOMETRIC VIEW A4.12.22 PLAN 2B ELEVATIONS A4.12.23 PLAN 2C ELEVATIONS A4.12.24 PLAN 2A ENHANCED CORNER LOT 4 A4.12.25 PLAN 2B ENHANCED CORNER LOT 31 A4.12.26 PLAN 2C ENHANCED CORNER LOT 13 & 46 A4.12.27 PLAN 3A FLOOR PLAN (UNIVERSAL DESIGN) A4.12.28 PLAN 3A FLOOR PLANS A4.12.29 PLAN 3B FLOOR PLAN (UNIVERSAL DESIGN) A4.12.30 PLAN 3B FLOOR PLANS A4.12.31 PLAN 3C FLOOR PLAN (UNIVERSAL DESIGN) A4.12.32 PLAN 3C FLOOR PLANS A4.12.33 PLAN 3 ROOF PLANS A4.12.34 PLAN 3A ELEVATIONS A4.12.35 PLAN 3B ELEVATIONS A4.12.36 PLAN 3B TYPICAL ISOMETRIC VIEW A4.12.37 PLAN 3C ELEVATIONS A4.12.38 PLAN 3B ENHANCED CORNER LOT 17 A4.12.39 PLAN 3C ENHANCED CORNER LOT 1 A4.12.40 COLOR & MATERIAL SCHEME 1 & 2 A4.12.41 COLOR & MATERIAL SCHEME 3 & 4 A4.12.42 COLOR & MATERIAL SCHEME 5 & 6 Site Development Review Table of Contents NEIGHBORHOOD 13 (PHASE 2) L5.1 NEIGHBORHOOD 13 SITE PLAN CIVIL C.5.1 NEIGHBORHOOD 13 SITE PLAN C.5.2 NEIGHBORHOOD 13 LAND USE SUMMARY C.5.3 NEIGHBORHOOD 13 STREET SECTIONS C.5.4 NEIGHBORHOOD 13 ADDRESS PLAN C.5.5 NEIGHBORHOOD 13 PARKING PLAN C.5.6 NEIGHBORHOOD 13 TRASH PICKUP PLAN C.5.7 NEIGHBORHOOD 13 MAILBOX LOCATION PLAN C.5.8 NEIGHBORHOOD 13 FIRE ACCESS PLAN C.5.9 NEIGHBORHOOD 13 SIGHT DISTANCE PLAN C.5.10 NEIGHBORHOOD 13 UNIVERSAL DESIGN ORDINANCE C.5.11 NEIGHBORHOOD 13 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L5.2 NEIGHBORHOOD 13 STREET TREE PLAN L5.3 NEIGHBORHOOD 13 WALLS AND FENCING L5.4 NEIGHBORHOOD 13 WALLS AND FENCING DETAILS L5.5 NEIGHBORHOOD 13 WALLS AND FENCING DETAILS L5.6 NEIGHBORHOOD 13 TYPICAL L5.7 NEIGHBORHOOD 13 PASEO L5.8 NEIGHBORHOOD 13 PARK INTERFACE ARCHITECTURE A5.0 CONCEPTUAL STREET SCENE A5.1 PLAN 1 FRONTS ELEVATIONS A5.2 PLAN 1 VARIATION A FLOOR PLAN A5.3 PLAN 1 VARIATION A FLOOR PLAN A5.4 PLAN 1 VARIATION A ELEVATIONS A5.5 PLAN 1 VARIATION A ENHANCED ELEVATIONS A5.6 PLAN 1 VARIATION B FLOOR PLAN A5.7 PLAN 1 VARIATION B FLOOR PLAN A5.8 PLAN 1 VARIATION B ELEVATIONS A5.9 PLAN 1 VARIATION B ENHANCED ELEVATIONS A5.10 PLAN 1 VARIATION C FLOOR PLAN A5.11 PLAN 1 VARIATION C FLOOR PLAN A5.12 PLAN 1 VARIATION C ELEVATIONS A5.13 PLAN 1 VARIATION C ENHANCED ELEVATIONS A5.14 PLAN 1 UDO PLANS A5.15 PLAN 2 FRONTS ELEVATIONS A5.16 PLAN 2 VARIATION A FLOOR PLAN A5.17 PLAN 2 VARIATION A FLOOR PLAN A5.18 PLAN 2 VARIATION A ELEVATIONS A5.19 PLAN 2 VARIATION A ENHANCED ELEVATIONS A5.20 PLAN 2 VARIATION B FLOOR PLAN A5.21 PLAN 2 VARIATION B FLOOR PLAN A5.22 PLAN 2 VARIATION B ELEVATIONS A5.23 PLAN 2 VARIATION B ENHANCED ELEVATIONS A5.24 PLAN 2 VARIATION C FLOOR PLAN A5.25 PLAN 2 VARIATION C FLOOR PLAN A5.26 PLAN 2 VARIATION C ELEVATIONS A5.27 PLAN 2 VARIATION C ENHANCED ELEVATIONS A5.28 PLAN 2 UDO PLANS A5.29 PLAN 3 FRONTS ELEVATIONS A5.30 PLAN 3 VARIATION A FLOOR PLAN A5.31 PLAN 3 VARIATION A FLOOR PLAN A5.32 PLAN 3 VARIATION A ELEVATIONS A5.33 PLAN 3 VARIATION A ENHANCED ELEVATIONS A5.34 PLAN 3 VARIATION B FLOOR PLAN A5.35 PLAN 3 VARIATION B FLOOR PLAN A5.36 PLAN 3 VARIATION B ELEVATIONS A5.37 PLAN 3 VARIATION B ENHANCED ELEVATIONS A5.38 PLAN 3 VARIATION C FLOOR PLAN A5.39 PLAN 3 VARIATION C FLOOR PLAN A5.40 PLAN 3 VARIATION C ELEVATIONS A5.41 PLAN 3 VARIATION C ENHANCED ELEVATIONS A5.42 PLAN 3 UDO PLANS A5.43 ELEVATION DETAIL SHEET 1 A5.44 ELEVATION DETAIL SHEET 2 A5.45 COLOR & MATERIAL SCHEMES A5.46 COLOR & MATERIAL SCHEMES NEIGHBORHOOD 17 (PHASE 3) L7.1 NEIGHBORHOOD 17 SITE PLAN CIVIL C.7.1 NEIGHBORHOOD 17 SITE PLAN C.7.2 NEIGHBORHOOD 17 LAND USE SUMMARY C.7.3 NEIGHBORHOOD 17 STREET SECTIONS C.7.4 NEIGHBORHOOD 17 ADDRESS PLAN C.7.5 NEIGHBORHOOD 17 PARKING PLAN C.7.6 NEIGHBORHOOD 17 TRASH PICKUP PLAN C.7.7 NEIGHBORHOOD 17 MAILBOX LOCATION PLAN C.7.8 NEIGHBORHOOD 17 FIRE ACCESS PLAN C.7.9 NEIGHBORHOOD 17 SIGHT DISTANCE PLAN C.7.10 NEIGHBORHOOD 17 UNIVERSAL DESIGN ORDINANCE C.7.11 NEIGHBORHOOD 17 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L7.2 NEIGHBORHOOD 17 STREET TREE PLAN L7.3 NEIGHBORHOOD 17 STREET TREE PLAN L7.4 NEIGHBORHOOD 17 WALLS AND FENCING L7.5 NEIGHBORHOOD 17 TYPICAL L7.6 NEIGHBORHOOD 17 PASEO ARCHITECTURE A7.00 STREET SCENE A7.01 RENDERED FRONT ELEVATIONS 1 A7.02 PLAN 1A FLOOR PLANS A7.03 EXTERIOR ELEVATIONS 1A A7.04 PLAN 1B FLOOR PLANS A7.05 EXTERIOR ELEVATIONS 1B A7.06 PLAN 1C FLOOR PLANS A7.07 EXTERIOR ELEVATIONS 1C A7.08 RENDERED FRONT ELEVATIONS 2 A7.09 PLAN 2A FLOOR PLANS A7.10 EXTERIOR ELEVATIONS 2A A7.11 PLAN 2B FLOOR PLANS A7.12 EXTERIOR ELEVATIONS 2B A7.13 PLAN 2C FLOOR PLANS A7.14 EXTERIOR ELEVATIONS 2C A7.15 RENDERED FRONT ELEVATIONS 3 A7.16 PLAN 3A FLOOR PLANS A7.17 EXTERIOR ELEVATIONS 3A A7.18 PLAN 3B FLOOR PLANS A7.19 EXTERIOR ELEVATIONS 3B A7.20 PLAN 3C FLOOR PLANS A7.21 EXTERIOR ELEVATIONS 3C A7.22 BUILDING SECTIONS A7.23 PLAN 1 UNIVERSAL DESIGN PLAN A7.24 PLAN 2 UNIVERSAL DESIGN PLAN A7.25 PLAN 3 UNIVERSAL DESIGN PLAN A7.26 FRONT ELEVATIONS 1 DETAILS A7.27 FRONT ELEVATIONS 2 DETAILS A7.28 FRONT ELEVATIONS 3 DETAILS A7.29 SITE PLAN A7.30 1A LEFT ENHANCED ELEVATION WITH BALCONY A7.31 1A RIGHT ENHANCED ELEVATION WITH BALCONY A7.32 1A LEFT ENHANCED A7.33 1A RIGHT ENHANCED A7.34 1B LEFT ENHANCED A7.35 1B RIGHT ENHANCED A7.36 3A LEFT ENHANCED WITH BALCONY A7.37 3A LEFT ENHANCED A7.38 3A RIGHT ENHANCED A7.39 3B LEFT ENHANCED WITH BALCONY A7.40 3B LEFT ENHANCED A7.41 3B RIGHT ENHANCED A7.42 COLOR SCHEMES RECREATION CENTER (PHASE 2) Civil C.1 REC CENTER PRELIM GRADING/DRAINAGE/SWQ PLAN C.2 REC CENTER UTILITY PLAN C.3 REC CENTER PARKING PLAN C.4 REC CENTER FIRE ACCESS PLAN C.5 REC CENTER ACCESSIBILITY PLAN C.6 REC CENTER PRELIM GRADING/DRAINAGE/SWQ PLAN Landscape L1 REC CENTER LANDSCAPE PLAN Architecture A1 EXTERIOR PERSPECTIVES A2 EXTERIOR ELEVATIONS A3 EXTERIOR ELEVATIONS A4 BREEZEWAY ELEVATIONS A5 FIRST FLOOR FINISH PLAN A6 SECOND FLOOR FINISH PLAN A7 RCP FIRST FLOOR A8 RCP SECOND FLOOR VESTING TENTATIVE MAP Civil 0.1 COVER SHEET 0.2 INDEX SHEET 0.3 DETAIL SHEET 0.4 DETAIL SHEET TRACT 8363 (NH10) 3.0 EXISTING CONDITIONS 3.1 TENTATIVE MAP 3.2 GRADING AND DRAINAGE PLAN 3.3 UTILITY PLAN 3.4 STORM WATER MANAGEMENT PLAN 3.5 SECTIONS AND DETAILS TRACT 8364 (NH11, NH12), TRACT 8365 (NH18) 4.0 EXISTING CONDITIONS 4.1 TENTATIVE MAP 4.2 TENTATIVE MAP 4.3 GRADING AND DRAINAGE PLAN 4.1 UTILITY PLAN 4.5 STORM WATER MANAGEMENT PLAN 4.6 SECTIONS AND DETAILS TRACT 8366 (NH13) 5.0 EXISTING CONDITIONS 5.1 TENTATIVE MAP 5.2 GRADING AND DRAINAGE PLAN 5.3 UTILITY PLAN 5.4 STORM WATER MANAGEMENT PLAN 5.5 SECTIONS AND DETAILS TRACT 8368 (NH17) 7.0 EXISTING CONDITIONS 7.1 TENTATIVE MAP 7.2 GRADING AND DRAINAGE PLAN 7.3 UTILITY PLAN 7.4 STORM WATER MANAGEMENT PLAN 7.5 SECTIONS AND DETAILS Site Development Review Table of Contents 11 NH 13 - Park Interface A0.12 C C C C C CCCCCCCCCC UP UP UP WING C WING B WING A341.6'F.F.E. 341.3'F.F.E. 341.5'F.F.E.CCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCCCCCCCCCCCCCCCCC CCCCCCCCCC C CCCCCCC CCCCCCCCC CDUBLIN BOULEVARDSCARLETT DRIVEARNOLD DRIVECANAL 2 RECCENTERPLAN 1A PLAN 1A PLAN 2A PLAN 3A PLAN 3A PLAN 2A PLAN 2A EV PLAN 2B EV PLAN 1B EV EV PLAN 1CEV PLAN 1CEV PLAN 1B EV EV PLAN 1CEV PLAN 2BEVPLAN 1A EV PLAN 2B EV PLAN 1C EVPLAN 2BEVPLAN 1A EV PLAN 1B EV EV PLAN 2BEV PLAN 1AEVPLAN 1CEV PLAN 1BEV EV PLAN 2BEV PLAN 1AEV PLAN 1BEV PLAN 3C EV PLAN 3A EV PLAN 2C EV PLAN 3B EV PLAN 2AEV PLAN 3AEV PLAN 3C EV PLAN 2AEV PLAN 2CEVPLAN 3BEV PLAN 2A EV PLAN 3AEVPLAN 2AEV PLAN 3C EV PLAN 2CEVPLAN 3AEV PLAN 3A EV PLAN 3CEV PLAN 3BEV PLAN 2AEV PLAN 3AEV PLAN 2CEV PLAN 3CEVPLAN 2CEVPLAN 3AEVPLAN 2AEVPLAN 3BEV EVPLAN 1APLAN 3BEV APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIALEGENDNEIGHBORHOOD 7 & 8 (Phase 2)NEIGHBORHOOD 9 (Phase 2) & 16 (Phase 3)NEIGHBORHOOD 10 (Phase 2)NEIGHBORHOOD 11, 12 (Phase 2) & 18 (Phase 3)NEIGHBORHOOD 13 (Phase 2)NEIGHBORHOOD 14 & 15 (Phase 3)NEIGHBORHOOD 17 (Phase 3)PHASE 2 NEIGHBORHOOD NUMBERPHASE 3 NEIGHBORHOOD NUMBERC0.1.1OVERALLAERIAL PHOTO PLAN0200400FEET600PHASES 2-3 C C C C C C C UP UP UP WING C WING B WING A341.6'F.F.E. 341.3'F.F.E. 341.5'F.F.E. EV EVEV EV EV EVEV EV EVEVEV EV EV EV EVEV EV EV EVEVEV EV EVEVEV EVEVEV EV EV EV EV EV EVEVEV EV EVEV EV EVEV EV EV EV EV EV EVEVEVEVEV EV EVCCCCCCCCCC CCCCCCCCCCC C CCCCCCC CCCCCCCCC CDUBLIN BOULEVARDSCARLETT DRIVEARNOLD DRIVECANAL 2 RECCENTERAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIALEGENDNEIGHBORHOOD 7 & 8NEIGHBORHOOD 9NEIGHBORHOOD 10NEIGHBORHOOD 11 &12NEIGHBORHOOD 13C0.1.2AERIAL PHOTO PLAN0200400FEET600PHASE 2 C C C C C CCCCCCCCCC UP UPUP WING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.CCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACEV EVEVEVEVEVEV EVEVEVEVEV EV EV EVEV EV EVEVEVEVEVEVEVEV EV EVEV EV EV EV EV EVEVEV EV EV EVEV EVEVEV EV EV EV EV EVEVEVEVEVEV EVEVCCCCCCCCCCCCCCCCC CCCCCCCCCC C CCCCCCC CCCCCCCC CCDUBLIN BOULEVARDARNOLD DRIVECANAL 2 RECCENTERHORIZON PARKWAYSTERLING STREET IRON HORSE PARKWAY GALENA STREETCENTRAL PARKWAYNUGGET WAYEL DORADO LANECOLUMBUS STREET C0.2OVERALLNEIGHBORHOOD PLAN0100200FEET300PHASES 2-3PHASES 2-3 UNIT SUMMARY7 & 89 & 161011, 12, & 181314 & 1517Phase 2 Neighborhood NumberPhase 3 Neighborhood NumberNeighborhood LineNEIGHBORHOOD ## OF UNITS PHASE 2TOTALN7: 110 units N8:114 unitsN9: 48 unitsN10: 102 unitsN11: 40 units N12: 49 unitsN13: 45 units224 units96 units102 units129 units45 units158 units37 units# OF UNITS PHASE 3N16: 48 unitsN18: 40 unitsN14: 102 N15: 56N17: 37 unitsTOTAL PHASE 2 & 3: 791 UNITSAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALL BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.1 0’10’20’40’ ENTRY AT IRON HORSE Street Tree Platanus acerifolia London Plane Tree Entry Wall with VeneerIRON HORSE PARKWAYGranite Seat Turtles in Ornamental Grasses Accent Paving Pedestrian Crossing 8’ Sidewalk Street Tree Quercus virginiana Southern Live Oak Visibility Triangle DUBLIN BOULEVARD 3’ Low Accent Wall with Veneer Accent Paving ELEVATION Tall Metal Panel PSE PSE BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.2 0’10’20’40’ ENTRY AT CENTRAL PARKWAY Street Tree Celtis sinensis Chinese Hackberry Entry Wall with Veneer Granite Seat Turtles in Ornamental Grasses Accent Paving Pedestrian Crossing CENTRAL PARKWAY Accent PavingARNOLD ROADELEVATION Decorative Railing at Culvert Median Tree Platanus acerifolia London Plane Tree Entry Wall with Veneer Granite Seat Turtles in Ornamental Grasses Decorative Railing at Culvert BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.3 0’10’20’40’ OVERALL WALL AND FENCING PLAN 3’ Low Stucco Wall with Column 3’ Low Veneer Wall Low Theme Wall 6’ Theme Wall 6’ Horizontal Wood Fence 5’ Park Fence BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL 5’ PARK FENCE Location: Neighborhood 13 Park Interface Horizontal Wood Gate 5’-0” Vines Cable Rail Trellis 3’-0” Property Line Stucco Color: Kelly Moore Land Rush Bone to match Architecture L0.4 0’10’20’40’ WALL AND FENCING DETAILS 42” HT LOW THEME WALL Location: Horizon Parkway Frontage 42” 16’-0” Board Form Concrete Column Modular Metal Fence Panel 6’HT THEME WALL Location: Horizon Parkway Frontage Board Form Concrete Column Modular Metal Fence Panel 6’HT GOOD NEIGHBOR FENCE Location: Neighborhoods 11,12,18,13,17 where Wood Fencing Faces the Street Cap 3’ HT LOW VENEER WALL Location: Central Parkway, Sterling Street, Dublin Blvd and Iron Horse Parkway Frontage 3’-0”3’-4” Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A 3’ HT LOW WALL WITH COLUMN Location: Neighborhood 17 Front Yards Stone Veneer: Based on Plan Type to match Architecture 3’-0”3’-4” Cap Stucco Color: ZINC DUST KM4903 KELLY MOORE BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.5 0’15’30’60’ GREENBELT NEIGHBORHOOD 10&REC CENTER REC CENTER NH10 PHASE 1A PHASE 1A NH10 Seating Accent Paving and Seating at Entry Node Seating MATCHLINESEE BELOWShade Trees Sidewalk Accent Paving at Pedestrian Connections Twin 96” Pipe Lines, SCD MATCHLINESEE ABOVEDG Paved Trail Activity Zone with Seating and Play Elements Twin 96” Pipe Lines, SCD Bio-RetentionLow Berm Espaliered Hops Way-Finding Element Bio-Retention Low Berm Shade Trees Accent Paving at Pedestrian Connections BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.6 0’15’30’60’ GREENBELT NEIGHBORHOOD 7&8,14&15MATCHLINESEE BELOWMATCHLINESEE ABOVENH 14&15 NH 14&15 NH 8 NH 8 Shade Trees Accent Paving at Pedestrian Connections Twin 96” Pipe Lines, SCD DG Paved Trail Accent Paving where Paseos Meet Trail Twin 96” Pipe Lines, SCD Seating Accent Paving at Pedestrian Connections DG Paved Trail Activity Zone with Seating and Play Elements Activity Zone with Seating and Play Elements Bio-Retention Low Berm To The Track Pocket Park Activity Zone with Seating and Play Elements Bio-Retention BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.7 STREET SECTIONS SECTION A CENTRAL PARKWAY NTS B A SECTION B IRON HORSE PARKWAY NTS Trail BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.8 STREET SECTIONS C SECTION C DUBLIN BOULEVARD NTS SECTION D STERLING STREET NTS D BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.9 SITE ACCESSORIES Accent Lighting in Parks and Common Areas Hess City Elements Bega LED Bollard Private Street Signage Backbone and Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 TABBED PAGE - NEIGHBORHOOD 10 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HYDE PARK NH10 L3.1 0’200’400’800’ SITE PLAN NEIGHBORHOOD 10 CCCCCCCCCC C CCCCCCC STERLING STREET EL DORADO LANE IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET KAAAAABBDDDCCEFSEE SHEET C.3.3 FORSECTION DETAILSUP UPUP WING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.REC CENTER(SEE REC CENTER SHEETS FOR DETAILS)SEE LANDSCAPE PLANSFOR MORE DETAIL ALONGPEDESTRIAN CORRIDORCAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.1SITE PLANNEIGHBORHOOD 10 (PHASE 2)SITE SUMMARYTOTAL ACRES:5.97± ACNH 10 UNIT COUNT:102 UNITSDENSITY:17.1 du/AC APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.2LAND USE SUMMARY C/LSECTION A-A27' PUE, PAE, DSRSD, EVAE0.5'GARAGE FLR.3'MIN3'MINGARAGE FLR.13'13'0.5'26'F/CF/CROLLED CURBFLUSH CURBP/LP/LNTSSTREETS O, P, N, AND L, COURT HC/L26' TRAVEL WAY13'13'3'GARAGE FLR.0.5'SECTION B-BFLUSH CURBF/CF/CCURB &GUTTER0.5'P/LP/LNTSSTREET P, M27' PUE, PAE, DSRSD, EVAEBUILDING18'C/L26' TRAVEL WAY13'13'3'GARAGE FLR.0.5'SECTION C-CFLUSH CURBF/CF/CCURB &GUTTER0.5'P/LP/LNTSSTREET P, M27' PUE, PAE, DSRSD, EVAEBUILDING8'SECTION D-DNTSSTREET I, J, KC/L26' TRAVEL WAY13'13'0.5'F/CF/CCURB &GUTTER0.5'P/LB/CVARIESPUE, PAE, DSRSD, EVAEBUILDING18'15'-18' PARKING6' S/WCURB &GUTTERSECTION E-ENTSSTREET QC/L24' TRAVEL WAY18' PARKING0.5'F/CF/CCURB &GUTTER0.5'B/CB/CVARIESPUE, PAE, DSRSD, EVAE30' CORRIDOR6' S/W12'TRAVEL WAY12'TRAVEL WAY6" VERTICAL CURBSECTION F-FNTSSTREET LC/L24' TRAVEL WAY15'-18' PARKING0.5'F/CF/CCURB &GUTTER0.5'B/CP/LVARIESPUE, PAE, DSRSD, EVAE12'TRAVEL WAY12'TRAVEL WAY6' S/W3'GARAGE FLR.FLUSH CURB6' S/WP/LP/LP/LAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.3STREET SECTIONSNOTE: SEE SHEET C.3.1 FOR CROSSSECTION LINES UP UPUP CCCCCCCCCC C CCCCCCC 58005700590056005700STERLING STREET EL DORADO LANE IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET KREC CENTER(SEE REC CENTER SHEETS FOR DETAILS)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.4ADDRESS PLAN UP UPUP WING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.CCCCCCCCCC C CCCCCCC STERLING STREET EL DORADO LANE IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET KNPNPREC CENTERPARKING (21)SEE REC CENTERSDR SHEETS FORMORE DETAILREC CENTER(SEE REC CENTER SHEETS FOR DETAILS)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120LEGEND ON-SITE GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP IN-DRIVE GUEST PARKING SPACEPARKING SUMMARYREQUIRED PARKING:2 COVERED SPACES + 1 GUEST SPACE/UNIT:306 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES:204ON-SITE GUEST PARKING SPACES:63GUEST PARKING SPACES ON PUBLIC STREETS:46TOTAL PARKING SPACES:313 SPACES (3.07 SPACES/UNIT)ACCESSIBLE SPACES (5% OF ONSITE PARKING SPACES):4 (1 VAN ACCESSIBLE)COMPACT PARKING SPACES (35% ALLOWED):13 (12%)EV GUEST PARKING STALLS(3% OF ON-SITE GUEST STALLS REQUIRED): 2 (1 ACCESSIBLE)NOTE:ELECTRIC VEHICLE CHARGING STATION SERVICES 2 PARKING SPACES, WITH ONE OFTHOSE SPACES BEING ACCESSIBLE.C.3.5PARKING PLAN GUEST PARKING SPACE ON PUBLIC STREETS PROPOSED EV CHARGING STATION* VAN ACCESSIBLE STALL LOCATION* UP UPUP WING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.CCCCCCCCCC C CCCCCCC STERLING STREET EL DORADO LANE IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET KREC CENTER(SEE REC CENTER SHEETS FOR DETAILS)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120NOTE: ALL STREETS ARE PRIVATE.TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVES.C.3.6PLANTRASH PICKUPLEGENDTRASH SERVICES ROUTETRASH BIN PICKUP LOCATION FORNEIGHBORHOOD 10 UP UPUP CCCCCCCCCC C CCCCCCC STERLING STREET EL DORADO LANE IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET KMPROVIDE GANG MAILBOXES FORNEIGHBORHOOD 10M PROVIDE GANGMAILBOXES FORNEIGHBORHOOD 10REC CENTER(SEE REC CENTER SHEETS FOR DETAILS)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.7PLANMAILBOX LOCATIONLEGENDPRELIMINARY MAILBOX LOCATION(FINAL LOCATION SUBJECT TOUSPS APPROVAL)M UP UPUP *FHFHFHTURN OUT LANEFHSTERLING STREET IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET KFHFHFHFHFHFHFHFHFHFHFHFHCCCCCCCCCC C CCCCCCC REC CENTER(SEE REC CENTER SHEETS FOR DETAILS)FIRE TRUCK ACCESSFROM CENTRAL PKWYFIRE TRUCK ACCESSFROM STERLING STREETTURNOUTEVAONLYAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTELADDER ACCESS TO BUILDING OVER 30'*FIRE ACCESS PULLOUT TO ALSO SERVE KITCHEN FACILITY ATRECREATION CENTER (RECREATION CENTER 2-STORY MAX.)NOTE:1.NEIGHBORHOOD 10 PRODUCT IS A 4-STORY PRODUCT.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 26'.C.3.8FIRE ACCESS PLANFHFRONT DOOR TO LOBBY (SHOWN FOR MEDICAL EMERGENCYPURPOSES)MINIMUM INSIDE TURN RADIUS UP UPUP CCCCCCCCCC C CCCCCCC STERLING STREET EL DORADO LANE IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET K250' 250'250'REC CENTER(SEE REC CENTER SHEETS FOR DETAILS)250'APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.9SIGHT DISTANCEPLAN UP UPUP CCCCCCCCCC C CCCCCCC STERLING STREET EL DORADO LANE IRON HORSE PARKWAY CENTRAL PARKWAYSTREET MSTREET N STREET LCOURT HSTREET JSTREET ISTREET O STREET PSTREET QSTREET KREC CENTER(SEE REC CENTER SHEETS FOR DETAILS)CROSSWALKS (TYP.) ARECONCEPTUAL AND WILLBE FINALIZED IN DESIGNREFER TO LANDSCAPEPLANS FOR PARKWALKWAY DETAILSAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.10LEGEND:ACCESSIBLE PARKING SPACESACCESSIBLE PATH TO/FROMACCESSIBLE STALL AND PUBLIC R.O.W.TO ACCESSIBLE LOBBY ENTRANCEDOUBLE DISABLED PARKING STALLSPARKINGNONOTE: ALL UNITS ARE ACCESSIBLE BY ELEVATORPLANACCESSIBILITY COURT HUP UPUP STREET O STERLING STREET EL DORADO LANE CENTRAL PARKWAYIRON HORSE PARKWAYSTREET MSTREET N STREET LSTREET JSTREET PSTREET ISTREET QSTREET KCCCCCCCCCC C CCCCCCC REC CENTER(SEE REC CENTER SHEETS FOR DETAILS)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHYDE PARKNEIGHBORHOOD 1004080FEET120C.3.11RESPONSIBILITY PLANMAINTENANCELEGENDOPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)COURTS & PRIVATE DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDPUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES) BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HYDE PARK L3.2 0’50’100’200’ STREET TREES NEIGHBORHOOD 10 Quercus virginiana Southern Live Oak Ulmus parvifolia Chinese Elm Platanus acerifolia London Plane Tree Pistacia chinensis ‘Keith Davey’ Chinese Pistache Celtis sinensis Chinese Hackberry Phoenix dactylifera Date Palm LEGEND CENTRAL PARKWAY STERLING STREETIRON HORSE PARKWAY BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HYDE PARK L3.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 10 CENTRAL PARKWAY STERLING STREETIRON HORSE PARKWAYEL DORADO LANECap 3’ HT LOW VENEER WALL Location: Central Parkway, Sterling Street and Iron Horse Trail Park- way Frontage 3’-0”3’-4” 3’ Low Veneer Wall Notes: 1. All Walls and Fences to be located outside of the PSE. 2. The height of walls, gates, signs, monuments, pilasters and any other architectural and landscape features shall be kept below 30” inside the intersection visibility zone. These zones shall be determined by the city traffic engineer. LEGEND Stucco Color: ZINC DUST KM4903 KELLY MOORE Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HYDE PARK L3.4 0’8’16’32’ TYPICAL NEIGHBORHOOD 10 CENTRAL PARKWAY EL DORADO LANEIntract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metalic WaterCOSewerEvergreen Screen Shrubs at Building Accent Planting Corner Street Trees Accent Shrubs and Groundcover at Garage Statement Tree at Corner WaterCOSewerWaterCOSewerWaterCOSewerWaterCOSewerWaterCOSewer Sidewalk 3’ Low Veneer Wall Note: All Walls and Fences to be located outside of the PSE LEGEND Stamped AC at Alleys UPUPUPCC C C CCCCCCCC C CCCC CCENTRAL PKWY STERLING STREETEL DORADO LANEIRON HORSE PKWYREC CENTER (SEE G4 PLANS) NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10-SITE KEY MAP N10 - HYDE PARK - SITE KEY MAP 0 20'40'160'80'320' A3.10 HYDE PARK - N10_6 PLEX 2 Car garage for P1 @ L2 2 Car garage for P1 @ L3 2 Car garage for P1 @ L4 2 Car garage for P2 @ L4 LOBBY P3 BLDG. PLAN DIAGRAM - L1 COLOR SCHEME 1 Elevations _see A3.20, A3.21, A3.22 2 Car garage for P2 @ L3 2 Car garage for P3 @ L1 COLOR SCHEME 2 Elevations _see A3.23, A3.24, A3.25 COLOR SCHEME 3 Elevations _see A3.26, A3.27, A3.28 63'-5 93/128"OVE R ALL DI A G O N AL OF A R E A S E R V E D 1/3 OF O V E R ALL DI A G O N AL O F A R E A S E R V E D = 21'-7"26'-3 13/32"SEPARATION DISTANCEFROM EXIT C TO D71' - 1 9 9 / 1 2 8 " OV E R A L L D I A G O N A L O F A R E A S E R V E D 1/3 O F O V E R A L L D I A G O N A L O F A R E A S E R V E D = 2 4 ' - 1 1 "26'-5 189/256"SEPARATION DISTANCEFROM EXIT A TO BEXIT A EXIT D EXIT B EXIT C LEVEL 4 2 HR FIRE BARRIER PER CBC SECTION 707. LEVEL 1 PLAN 3 - 1ST FLR 1 HR FIRE PARTITION PER CBC SECTION 708. SEAT LINEN LINEN LEVEL 2 PLAN 3 - 2ND FLRPLAN 1 2 HR FIRE BARRIER PER CBC SECTION 707.1 HR FIRE PARTITION PER CBC SECTION 708. LEVEL 3 PLAN 2PLAN 1 2 HR FIRE BARRIER PER CBC SECTION 707. 1 HR FIRE PARTITION PER CBC SECTION 708. LEVEL 4 PLAN 2PLAN 1 2 HR FIRE BARRIER PER CBC SECTION 707. 1 HR FIRE PARTITION PER CBC SECTION 708. ROOF 2 HR FIRE BARRIER PER CBC SECTION 707. NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK FIRE SEPARATION DISTANCE FOR OPENINGS: X<3' = NOT PERMITTED 3'≤ X < 5' = 15% 5' ≤X < 10' = 25% 10' ≤X < 30' = 45% 30' < X = NO LIMIT FIRE SPRINKLER SYSTEM: NFPA 13 WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN ONE-THIRD OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED PER CBC1007.1.1.2 ACCESSIBILITY ALL UNITS IN BUILDINGS ARE REQUIRED TO BE ADAPTABLE PER CBC 11A. N10 - CODE ANALYSIS CODE ANALYSIS A3.11 STACKED FLAT - TYPE VA CODE INFORMATION REFERENCE: 2016 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS, TITLE 24 PART 1 OF 2 OCCUPANCY TYPE:R-2 RESIDENTIAL U PRIVATE GARAGES CONSTRUCTION TYPE:V-A ALLOWED BLDG HT: R-2 BUILDINGS OF TYPE VA CONSTRUCTION EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.1.1, AREA INCREASE IS PERMITTED IN ADDITION TO THE HEIGHT AND STORY INCREASE PROVIDED THE HEIGHT SHALL NOT EXCEED 60 FEET AND 4 STORIES PER CBC TABLE 504.3 PROVIDED BLDG HT: 4 STORIES, AND < 60 FEET FIRE WALL LOCATIONS: (IN SQUARE FEET) BUILDING LEVEL CONDITIONED R-2 UNCONDITIONED (PORCH/DECK) R-2 UNCONDITIONED (GARAGE/UTILITY) S-2 FLOOR TOTAL 1ST LEVEL 1497 117 3217 4831 2ND LEVEL 4550 341 0 4891 3RD LEVEL 4628 348 0 4976 4TH LEVEL 4628 348 0 4976 TOTAL BY OCC.15303 1154 3217 BUILDING TOTAL 19674 1 HOUR FIRE PARTITION PER CBC SECTION 708. 2 HOUR FIRE BARRIER PER CBC SECTION 707. REFER TO DETAILS: Aa ={At + [NS x If] } Aa =ALLOWABLE BUILDING AREA(SQUARE FEET) At = TABULAR BUILDING AREA FACTOR (NS, S13R OR SM VALUE, AS APPLICABLE)IN ACCORDANCE WITH TABLE 506.2 NS = TABULAR ALLOWABLE AREA FACTOR IN ACCORDANCE WITH TABLE 506.2 FOR A NONSPRINKLERED BUILDING(REGARDLESS OF WHETHER THE BUILDING IS SPRINKLERED) If =AREA FACTOR INCREASE DUE TO FRONTAGE PER 506.3 (EQUATION 5-5) If ={F/P - 0.25 } W /30 F= BUILDING PERIMETER THAT FRONTS ON PUBLIC WAY OR OPEN SPACE HAVING MIN. DISTANCE OF 20 FEET P= PERIMETER OF ENTIRE BUILDING W= WIDTH OF PUBLIC WAY OR OPEN SPACE ( WHERE W VARIES, USE WEIGHTED AVERAGE, EQUATION 5-4) WEIGHTED WIDTH AVERAGE ( EQUATION 5-4) W= (L1 X w1 + L2 x w2 + l3 x w3...)/F W= CALCULATED WIDTH OF PUBLIC WAY OR OPEN SPACE Ln= LENGTH OF A PORTION OF THE EXTERIOR PERIMETER WALL wn= WIDTH( GREATER THAN 20') OF A PUBLIC WAY OR OPEN SPACE ASSOCIATED WITH THAT PORTION OF THE EXTERIOR PERIMETER WALL F= BUILDING PERIMETER THAT FRONTS ON A PUBLIC WAY OR OPEN SPACE HAVING A WIDTH OF 20 FEET MIXED - OCCUPANCY, MULTISTORY RATIO CALCULATION 1ST STORY: + ALLOWABLE AREA PER STORY CALCULATION FOR SINGLE-OCCUPANCY MULTISTORY BUIDLING (CBC SEC. 506.2.4): ALLOWABLE AREA MIXED - OCCUPANCY, MULTISTORY BUILDINGS. R-2 ACTUAL R-2 ALLOWABLE (Eq. 5-3) U ACTUAL U ALLOWABLE (Eq. 5-3)<1 R-2 ACTUAL R-2 ALLOWABLE (Eq. 5-3) R-2 ACTUAL R-2 ALLOWABLE (Eq. 5-3) 2ND STORY: 3RD STORY: <1 <1 <2TOTAL SUM OF RATIOS: R-2 ACTUAL R-2 ALLOWABLE (Eq. 5-3) 4TH STORY:<1 Bldg # 1~11 (TYPE V-A CONSTRUCTION): WEIGHTED FRONTAGE WIDTH CALCULATION ( Eq 5-4) W =(L1 x w1 + L2 x w2 + L3 x w3...)/F W =(117.6' + 117.5'+50.5'+50.5')X30 / 351 W =28.73 FRONTAGE INCREASE CALCULATION (Eq 5-5) If = [F/P - 0.25] W/30 If = [351/351' - 0.25] 28.73/30 If = 0.72 R-2 MIXED- OCCUPANCY ALLOWABLE AREA (Eq 5-3) Aa ={At + [NS x If] } Aa ={36,000 + [12,000 x 0.72]} Aa =44,640 U MIXED- OCCUPANCY ALLOWABLE AREA (Eq 5-3) Aa ={At + [NS x If] } Aa ={16,500 + [5,500 x 0.72]} Aa =20,460 1,614 44,6401ST STORY:+ 3,217 20,460 =0.036 + 0.16 = 0.196 <1 4,891 44,6402ND STORY: = 0.110 <1 4,976 44,6403RD STORY: = 0.111 <1 TOTAL SUM OF RATIOS = 0.528 <2 4,976 44,6404TH STORY: = 0.111 <1 Bldg # 13, 14 & 15 (TYPE V-A CONSTRUCTION): WEIGHTED FRONTAGE WIDTH CALCULATION ( Eq 5-4) W =(L1 x w1 + L2 x w2 + L3 x w3...)/F W =(43.3' x21' + 117.5'x26'+50.5'x30') / 211.4 W =25.92 FRONTAGE INCREASE CALCULATION (Eq 5-5) If = [F/P - 0.25] W/30 If = [211.4/351' - 0.25] 25.92/30 If = 0.302 R-2 MIXED- OCCUPANCY ALLOWABLE AREA (Eq 5-3) Aa ={At + [NS x If] } Aa ={36,000 + [12,000 x 0.302]} Aa =39,624 U MIXED- OCCUPANCY ALLOWABLE AREA (Eq 5-3) Aa ={At + [NS x If] } Aa ={16,500 + [5,500 x 0.302]} Aa =18,161 1,614 39,6241ST STORY:+ 3,217 18,161 =0.041 + 0.18 = 0.221 <1 4,891 39,6242ND STORY: = 0.124 <1 4,976 39,6243RD STORY: = 0.126 <1 TOTAL SUM OF RATIOS = 0.597 <2 4,976 39,6244TH STORY: = 0.126 <1 UPUPUPCC C C CCCCCCCC C CCCC CCENTRAL PKWY STERLING STREETEL DORADO LANEIRON HORSE PKWYREC CENTER (SEE G4 PLANS) NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10-SOLAR READY N10 - HYDE PARK - CONCEPTUAL SOLAR READY ZONE PLAN 0 20'40'160'80'320' A3.12 SOLAR READY ROOF REQUIREMENTS: FOR LOW RISE MULTIFAMILY BUILDINGS, THE SOLAR ZONE SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE BUILDING OR ON THE ROOF OR OVERHANG OF ANOTHER STRUCTURE LOCATED WITHIN 250' OF THE BUILDING AND HAVE A TOTAL AREA OF NO LESS THAN 15% OF THE TOTAL ROOF AREA OF THE BUILDING (2016 ENERGY CODE SECTION 110.10B) N10 6 PLEX_SOLAR READY ZONE- A TOTAL ROOF AREA: 5,231 S.F SOLAR READY ZONE: 967 S.F. % OF TOTAL: 18.5 % N10 6 PLEX_SOLAR READY ZONE- B TOTAL ROOF AREA: 5,231 S.F SOLAR READY ZONE: 966 S.F. % OF TOTAL: 18.5 % B B B B A A A AAA AAA A A A A Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 1 0 4'8'24'16'32' FRONT A3.20 N10-BLDG ELEVATIONS FRONT/LEFT PERSPECTIVE 1 6 1 1342 22215161 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows N10-BLDG ELEVATIONS 0 4'8'24'16'32' RIGHTLEFT 11 13 3 A3.21 1 6 1 STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows 0 4'8'24'16'32' REAR A3.22 N10-BLDG ELEVATIONS REAR/RIGHT PERSPECTIVE STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 1 1 111 13 3 1 9 12 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows 0 4'8'24'16'32' FRONT A3.23 N10-BLDG ELEVATIONS FRONT/LEFT PERSPECTIVE STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 2 1 6 1 1342 22215161 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows N10-BLDG ELEVATIONS 0 4'8'24'16'32' RIGHTLEFT A3.24 11 13 3 1 6 1 STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 2 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows 0 4'8'24'16'32' REAR A3.25 N10-BLDG ELEVATIONS 1 111 13 3 1 9 12 2 REAR/RIGHT PERSPECTIVE STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 2 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows 0 4'8'24'16'32' FRONT A3.26 N10-BLDG ELEVATIONS 1 6 1 1342 222 FRONT/LEFT PERSPECTIVE 15 STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 3 16 1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"9'-1"Level 3 Level 2 Level 1 9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows N10-BLDG ELEVATIONS 0 4'8'24'16'32' RIGHTLEFT A3.27 11 13 3 1 6 1 STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 3 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate T.O.Parapet 50'-0"Level 4 11'-1"8"NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. Material Legend: 1.Stucco 2.Cornice (see A3.50 for more info) 3.Manufactured Stone veneer (typ.) 4.Cementitious Lap Siding or Panel per Elevations 5.Metal column 6.Metal railing 7.Stucco trim 8.Metal awning or trellis, as occurs 9.Unit Address 10.Entry door 11.Building Address 12.Light Fixture 13.Metal Garage Door 14.Vinyl Window (typ.) 15.Storefront Window and Door System 16.Obscure Windows 0 4'8'24'16'32' REAR A3.28 N10-BLDG ELEVATIONS 1 111 13 3 1 9 12 REAR/RIGHT PERSPECTIVE STACKED FLATS - 6 PLEX_EXTERIOR ELEVATIONS_COLOR SCHEME 3 ELEC. FIRE COMND. CENTR./ RISER RM. UP 19R UP 18RLOBBY 2-CAR GARAGE 20'-0" X 20'-0" 2-CAR GARAGE 20'-0" X 20'-0" 2-CAR GARAGE 20'-0" X 20'-2" 2-CAR GARAGE 20'-4" X 20'-0" 2-CAR GARAGE ACCESSIBLE ELEV. 1-CAR SPACE 20'-0" X 10'-0" ACCESSIBLE SPACE 20'-0" X 9'-0" ACCESSIBLE SPACE LOADING 20'-0" X 8'-0" LOW CABINETS ELEV. LOBBY UP 19R UP 19R UP 18R LOBBY 2-CAR GARAGE 20'-0" X 24'-0" 2-CAR GARAGE 20'-0" X 20'-0" 2-CAR GARAGE 20'-0" X 20'-0" 2-CAR GARAGE 20'-0" X 20'-2" 2-CAR GARAGE 20'-4" X 20'-0" 2-CAR GARAGE ACCESSIBLE UP 18R ELEV. 1-CAR SPACE 20'-0" X 10'-0" ACCESSIBLE SPACE 20'-0" X 9'-0" ACCESSIBLE SPACE LOADING 20'-0" X 8'-0" 27'-8"13'-9 1/2" 117'-6"48'-6 1/2"30'-11"10'-5 1/2"2'-0"49'-6 1/2"5'-0"31'-4 1/2" UP 19R 5'-2"3'-0"9'-6 1/2"10'-9"6'-5 1/2"12'-11 1/2" P3-1st FLR 1 A3.40 SEAT LINEN LINEN ELEV. UP 18R OPEN BELOW DN 18R UP 18R DN 19R UP 18R DN 19R 13'-9 1/2" 117'-6"30'-11"10'-5 1/2"2'-0"41'-4 1/2"50'-6 1/2"18'-6 1/2"7'-2"27'-8"5'-0"31'-4 1/2" UP 18R DN 18R UP 18R 9'-6 1/2"10'-9"6'-5 1/2"12'-11 1/2"9'-7 1/2"15'-2 1/2"P3-2nd FLR Plan 1 1 A3.40 ELEV.ELEV. NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10 - BLDG PLANS STACKED FLATS - 6 PLEX_BUILDING PLANS 0 4'8'24'16'32'LEVEL 1 LEVEL 2 A3.30 ENLARGED ELEVATOR PLAN81"74"42" 117'-6"23'-3 1/2"10'-5 1/2"2'-0"43'-4 1/2"13'-9 1/2"27'-8"9'-8"10'-7 1/2"50'-6 1/2"18'-6 1/2"7'-2"6'-5 1/2"12'-11 1/2"5'-0"31'-4 1/2"9'-7 1/2"15'-2 1/2"DN 18R DN 18R ELEV. UP 18R OPEN BELOW DN 18R DN 18R UP 18R UP 18R DN 18R Plan 2 Plan 1 7'-7 1/2"1 A3.40 ELEV. OPEN BELOW DN 18R UP 18R UP 22R TO ROOF DN 18R DN 18R 117'-6"23'-3 1/2"10'-5 1/2"2'-0"43'-4 1/2"13'-9 1/2"27'-8"9'-8"10'-7 1/2"50'-6 1/2"18'-6 1/2"7'-2"6'-5 1/2"12'-11 1/2"5'-0"31'-4 1/2"9'-7 1/2"15'-2 1/2"DN 18R DN 18R Plan 2 Plan 1 7'-7 1/2"1 A3.40 NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10 - BLDG PLANS STACKED FLATS - 6 PLEX_BUILDING PLANS 0 4'8'24'16'32'LEVEL 3 LEVEL 4 A3.31 dn elevator overrun AC AC AC AC AC Solar Zone Option B (T.B.D.) Solar Zone Option A (T.B.D.) AC NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK A3.32STACKED FLATS - 6 PLEX_BUILDING PLANS 0 4'8'24'16'32'ROOF N10 - BLDG PLANS ELEV. UP 18R OPEN BELOW DN 18R DN 18R UP 18R UP 18R DN 18R PLAN 1 VESTIBULE50'-6 1/2"18'-6 1/2"7'-2"GREAT ROOM 16'-0" X 17'-8"DINING 13'-0" X 15'-2"KITCHEN 16'-6" X 14'-0" OPT. BUILT-IN M. BED 16'-0" X 12'-0" BED 3 10'-6" X 10'-0"BED 2 10'-0" X 10'-3" W.I.C. 12'-3" X 5'-9" DROP DECK 32'-6" X 8'-10" LAUNDRY COAT PLAN 1 1851 SQ. FT. (NET) BUILT-INW.I.C. 8'-2" X 5'-4" M. BATH 17'-1" X 7'-0"BATH 2 SEAT LINEN 9'-7 1/2"15'-2 1/2"27'-8"9'-6 1/2"10'-9" TANKLESS W.H. NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10 - PLAN 1 PLAN 1 - FLOOR PLANS 0 2'4'8'12'16' 3 BEDS + 2 BATHS A3.40 ELEV. UP 18R OPEN BELOW DN 18R DN 18R UP 18R UP 18R DN 18R 30'-11"10'-5 1/2"2'-0"43'-4 1/2"13'-3 1/2" BED 2 10'-0" X 13'-0" BED 3 10'-6" X 10'-7" BATH 2 11'-0" X 6'-6" LINEN COAT LAUNDRY 5'-6" X 7'-5" PLAN 2 VESTIBULE DINING ROOM 17'-0" X 14'-8" PLAN 2 2239 SQ. FT. (NET) OPT. BUILT-INGREAT ROOM 19'-6" X 17'-6" DEN 10'-10" X 10'-0" KITCHEN 17'-0" X 10'-0" PANTRY DECK 12'-10" X 9'-4" SEAT LINEN LINEN M. BATH 12'-0" X 12'-9" W.I.C. 6'-9" X 11'-0" 6'-5 1/2"12'-11 1/2" M. BED 13'-0" X 20'-1" W.I.C. 12'-0" X 5'-9" 31'-4 1/2" TANKLESS W.H. NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10 - PLAN 2 PLAN 2 - FLOOR PLANS 0 2'4'8'12'16' 3 BEDS + 2 BATHS A3.41 UP 19R UP 18RLOBBY 2-CAR GARAGE 20'-0" X 20'-0" 2-CAR GARAGE 20'-0" X 20'-0" 2-CAR GARAGE ELEV. LOW CABINETS ELEV. LOBBY UP 19R PLAN 3 ENTRY 2-CAR GARAGE 20'-0" X 24'-0" PORCH 13'-0" X 10'-6" BATH 3 8'-10" X 7'-1" FAMILY 13'-0" X 12'-3" UP 18R BED 4 12'-0" X 13'-3" W.I.C. 5'-0" X 9'-0" DROP 21'-5"7'-7 1/2"10'-5 1/2"41'-4 1/2"37'-1 1/2"14'-5 1/2" 51'-7"23'-3 1/2"PLAN 3 - 1ST FLR. 604 SQ. FT. (NET) TOTAL NET SF: 2,764 SF NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10 - PLAN 3 PLAN 3 - FLOOR PLANS 0 2'4'8'12'16' 4 BEDS + 3 BATHS A3.42 SEAT LINEN LINEN SEAT LINEN LINEN ELEV. UP 18R OPEN BELOW DN 18R UP 18R DN 19R UP 18R DN 19R GREAT ROOM 19'-6" X 17'-6" M. BED 13'-0" X 22'-6" BED 2 12'-6" X 13'-0" BED 3 12'-0" X 10'-7" BATH 2 10'-8" X 9'-9" LINEN COAT LAUNDRY 5'-6" X 7'-5" PLAN 3 - 2ND FLR. 2160 SQ. FT. (NET) TOTAL NET SF: 2,764 SF PLAN 3 VESTIBULE 13'-3 1/2"30'-11"10'-5 1/2"2'-0"41'-4 1/2"DECK 12'-10" X 9'-4" KITCHEN 17'-0" X 10'-0" DINING ROOM 17'-0" X 14'-8" 2'-5"31'-4 1/2" OPT. BUILT-INW.I.C. 8'-4" X 5'-9" LINEN DN 18R PANTRY SEAT LINEN LINEN M. BATH 12'-0" X 12'-9" W.I.C. 6'-9" X 11'-0" 6'-5 1/2"12'-11 1/2" TANKLESS W.H. NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10 - PLAN 3 PLAN 3 - FLOOR PLANS 0 2'4'8'12'16' 4 BEDS + 3 BATHS A3.43 T.O. PLT. T.O. FLR. SHTNG. T.O. FLR. SHTNG.9'-1"± 1'-3"9'-1"± 1'-3"T.O. PLT.9'-1"± 1'-3"11'-1"T.O. SLAB (FF) T.O. FLR. SHTNG. T.O. PLT. T.O. PLT. Private Garage Third Floor Dwelling Unit Fire Rated Floor Ceiling Assembly, typical between dwelling units Fourth Floor Dwelling Unit Second Floor Dwelling Unit Ground Floor Dwelling Unit NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK Key Map n.t.s. N10 - SECTIONS BUILDING SECTIONS 0 2'4'8'12'16' A3.50 NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK N10 - PLAN 3 ARCHITECTURAL DETAILS 0 2'4'8'12'16' FRONT RIGHT CORNER A3.60 FRONT ENTRANCEREAR EXIT ACCENT MATERIAL BUILDING ADDRESS ADDRESS NUMBER LIGHT FIXTURE STUCCO STUCCO METAL GARAGE DOOR STONE VENEER STUCCO METAL BALCONY STOREFRONT DOOR AND WINDOW SYSTEM STONE VENEER CORNICE CORNICE 2 CORNICE 3CORNICE 1 CORNICE CORNICE NEIGHBORHOOD 10BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL HYDE PARK SCHEME 1 KM 5812 WINTER SOLSTICE SCHEME 2 SCHEME 3 STUCCO BODY 1 ACCENT MATERIAL METAL AWNING/ RAILING CORNICE HLS 4295 DAISY WHITE STUCCO BODY 2 KM 4579 GHOST TOWN KM 4566 CITY LOFT STUCCO BODY 3 KM 4559 MINK KM 5799 DOWNTOWN BENNY BROWN STUCCO BODY 4 KM 4504 CHOCO LOCO KM 5812 WINTER SOLSTICE STONE VENEER LONGITUDE24 WILD OAT MARQUEE24 DOVE TAIL LONGITUDE24 WILD OAT KM 4904 BALSAMIC REDUCTION KM 4566 CITY LOFT KM 4575 MUD ROOM KM 4586 ABBEY ROAD TRIM KM 4566 CITY LOFT GARAGE DOOR KM 4566 CITY LOFT HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE KM 4566 CITY LOFT KM 4504 CHOCO LOCO KM 4904 BALSAMIC REDUCTION KM 4904 BALSAMIC REDUCTION KM 4566 CITY LOFT KM 4566 CITY LOFT KM 4586 ABBEY ROAD KM 4586 ABBEY ROAD A3.61COLOR AND MATERIALS KM 4581 BAT WING KM 5812 WINTER SOLSTICE KM 5812 WINTER SOLSTICE CORNICE 2 KMW 28 CLAM TRIM 2 KM 202 DOESKIN KMW 30 LIGHT FROST KM 202 DOESKIN TABBED PAGE - NEIGHBORHOOD 11/12/18 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.1 0’200’400’800’ SITE PLAN NEIGHBORHOOD 11,12&18 NH18 NH11 NH12 CCCCCCCCCCCCCCCCC EVEV EV EVEVEV EVEV EV EV EVEV EVEVEVEVEVEVEVEV EVEVEV EV EVEVEV EVEV EVEVEVEVEVEVEVEV IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT RSTREET WCOURT Q8981908250636477699192938786888079858483787372717675746870576667655559605152626158535456261410131615143121198754844414030282931454243494647242322212726252019353837363334323918101949697989910010410210310595114115116117110111112113106107108109125118120121128127129126123124CDE EIIEECDGHHH17NEIGHBORHOOD 11NEIGHBORHOOD 12NEIGHBORHOOD 18NEIGHBORHOOD 12 N E I G H B O R H O O D 1 8 SEE SHEET C.4.3.1 FORSECTION DETAILS119122COURT S COURT T JJ STREET V(PHASE 2) ( P H A S E 3 )(PHASE 2)(PHASE 2)(PHASE 3)A BA G F APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.1.1NEIGHBORHOOD 11, 12 (PHASE 2) & 18 (PHASE 3)SITE SUMMARYTOTAL ACRES:11.31± ACNH 11 UNIT COUNT"40 SINGLE FAMILY UNITSNH12 UNIT COUNT:49 ALLEY LOADED SINGLE FAMILY UNITSNH 18 UNIT COUNT:40 SINGLE FAMILY UNITSTOTAL UNITS:129 UNITSDENSITY:11.4 du/ACSITE PLANLEGENDENHANCED SIDE ELEVATIONLOT WITH UPGRADED GARAGE DOOR EV EVEVEVEVEVEV EVEVEV EV EV EVEV EVEV EVEVEVEVEVEVEVEVEV EV EV EV EVEVEV EV EVEVEVEV EVEVEVEVEVEV EVEVEVEVEVEVEVEVEVEV EVEV 7675CCCCCCCCCCCIRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT R40261448104441301316151431211928292726252031875454243699192938786888079858483787372717468705766676555596051526261585354563538373633343239494647181924232221898190825063647717ABDCEFGHHIPHASE 2/3 LIMITSSECTION A-ANTSNEIGHBORHOOD PARK34'±NEIGHBORHOOD PARK10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCETYPICALSIDEYARDFENCEBUILDING 8'SIDEYARDSECTION B-BB/C3' L/S0.5'F/CINTERIMTEMPORARYVERTICALCURBNTSPARKING ADJACENT TO PARK10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCEPARKING STALLINTERIMTEMPORARYLANDSCAPESECTION F-F10'NTSINTERIM CONDITION6'PSEARMY FENCEPHASE 2BOUNDARYSECTION E-ENTSINTERIM CONDITION1.6'±10'EXISTINGGROUNDARMY FENCEPHASE 2BOUNDARYTYPICALREARYARDFENCEBUILDING 7'REARYARDBUILDINGTYPICALSIDEYARDFENCE 7.77'SIDEYARDFUTURE PHASE3 IRON HORSEPARKWAYR/WSECTION G-GIMPROVEMENTSNTSIRON HORSE PARKWAY5'±L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCEIRON HORSE PKWYINTERIMTEMPORARYLANDSCAPEEND OF STREETSECTION H-HIMPROVEMENTSNTSHORIZON PARKWAY AT STERLING STREET5'±L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCEHORIZON PKWYINTERIMTEMPORARYLANDSCAPEEND OF STREETSECTION I-IB/C0.5'F/CCURB &GUTTERNTSEND OF STERLING ST10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCESTERLING STREETINTERIMTEMPORARYLANDSCAPE15'L/SSECTION C-CB/C4'S/W0.5'F/CCURB &GUTTERNTSSTREET V6.5'±L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCESTREET VINTERIMTEMPORARYLANDSCAPESECTION D-DNTSSTREET TB/C4'S/W0.5'F/CCURB &GUTTER8.4'±L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCESTREET TINTERIMTEMPORARYLANDSCAPEAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.1.2SITE PLANINTERIM CONDITION APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.2LAND USE SUMMARY SECTION A-AC/L44' PUE, PAE, DSRSD, EVAE36'4'S/W8'PARKING10'TRAVEL WAY4'S/W8'PARKING10'TRAVEL WAYCURB &GUTTERCURB &GUTTERP/LP/LSECTION B-BC/L44'PUE, PAE, DSRSD, EVAE29'4'S/W8'PARKING11'TRAVEL WAY4'S/W5'LANDSCAPEAREA12'TRAVEL WAYCURB &GUTTERCURB &GUTTERP/LP/LSECTION C-C37' PUE, PAE, DSRSD, EVAE29'4'S/W8'PARKING10'TRAVEL WAYP/LC/L11'TRAVEL WAY4'S/WCURB &GUTTERROLLED CURB WITHSPILL GUTTERSECTION D-D37' PUE, PAE, DSRSD, EVAE29'4'S/W5'L/S13'TRAVEL WAYP/LC/L11'TRAVEL WAY4'S/WCURB &GUTTERF/CF/CF/CF/CF/CF/CP/LF/CF/CP/LROLLED CURB WITHSPILL GUTTERNTSSTREET T & STREET UNTSSTREET UNTSSTREET S & STREET WNTSSTREET S & STREET W5'PUE5'PUE5'PUE5'PUE5'PUE5'PUE5'PUE5'PUEC/LROLLED CURBFLUSH CURB4'S/W11'TRAVEL WAY11'TRAVEL WAYSECTION E-ESECTION F-FSECTION G-GSECTION H-H23' PUE, PAE, DSRSD, EVAE22'0.5'GARAGE FLR.GARAGE FLR.ROLLED CURBVERTICALCURB11'TRAVEL WAYC/L11'TRAVEL WAYC/L5'LANDSCAPEAREA12'12'4'S/W4'S/WP/LP/L42' PUE, PAE, DSRSD, EVAE5'LANDSCAPEAREACURB &GUTTERCURB &GUTTERC/L0.5'2.5' DWYAPRONFLUSH CURBROLLED CURBF/CF/C22'0.5'26.5' PUE, PAE, DSRSD, EVAEF/CF/CF/CF/C23' PUE, PAE, DSRSD, EVAE0.5'0.5'11'11'2.5' DWYAPRONNTSCOURT O, P, Q, AND TNTSSTREET RNTSCOURT J & COURT KNTSCOURTS M AND NGARAGE FLR.2.5' DWYAPRON5'PUE5'PUEP/LP/LP/LP/LP/LP/LSECTION I-IC/L30' PUE, PAE, DSRSD, EVAE22'4'S/W11'TRAVEL WAY4'S/W11'TRAVEL WAYCURB &GUTTERCURB &GUTTERP/LP/LF/CF/CNTSSTREET V, COURT R29' PUE, PAE, DSRSD, EVAE8'PARKING10'TRAVEL WAYC/L11'TRAVEL WAYCURB &GUTTERROLLED CURB WITHSPILL GUTTERF/CF/C0.5'P/L0.5'P/LSECTION J-JNTSCOURTS L AND NGARAGE FLR.DWY APRON(2.5'±)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.3NOTE: SEE SHEET C.4.1.1 FOR CROSSSECTION LINESSTREET SECTIONS EV EVEV EV EVEVEV EVEVEV PLAN 1AEV EV EVEVPLAN 1AEVEV EV EVPLAN 1AEVEVEVEVEVPLAN 1AEVEVEV EV EV EVEVEVEV EVEVEVEV EV EVEV EVEVEV EVEVEVEVEVEVEVEVEVEVEVPLAN 1AEV CCCCCCCCCCCCCCCCC IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT T178190825063647724232221895559605152626158535456353837363334323949464718199282927262520318754542436991 9293878688807985848378127129126123124114115116117110111112113106107108109737271767574687057666765101125144810444194969798991001041021031059511812012112212830131615143121140265900560060005700 5800119APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.4ADDRESS PLAN EV EVEV EV EVEVEV EVEVEV EV EV EVEV EVEV EV EVEVEVEVEVEVEVEVEV EV EV EVEVEV EV EVEVEVEV EV EVEV EVEVEV EVEVEVEVEV EVEVEVEVEVEV EV CCCCCCCCCCCCCCCCC IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT T4026101125 14481044419496979899100104102103105951181201211221283013161514312119282927262520318754542436991929387868880798584837812712912612312411411511611711011111211310610710810973727176757468705766676555596051526261585354563538373633343239494647181924232221898190825063647717119STREET T APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.5.1LEGEND ON-SITE GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP IN-DRIVE GUEST PARKING SPACEPARKING SUMMARY (129 UNITS)REQUIRED PARKING: 2 COVERED SPACES + 1 GUEST SPACE/UNIT387 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES 258ON-SITE GUEST PARKING SPACES104GUEST PARKING SPACES ON PUBLIC STREETS28TOTAL PARKING SPACES:390 SPACES (3.04 SPACES/UNIT)COMPACT PARKING SPACES (35% ALLOWED):16 (12%)PARKING PLANULTIMATE GUEST PARKING SPACE ON PUBLIC STREETS EV EVEV EV EVEVEV EVEVEV EV EV EVEV EVEV EV EVEVEVEVEVEVEVEVEV EV EV EVEVEV EV EVEVEVEV EV EVEVEVEVEV EVEVEVEVEVEVEVEVEVEVEVEV 7675CCCCCCCCCCCCCCCCC IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT R40261448104441301316151431211928292726252031875454243699192938786888079858483787372717468705766676555596051526261585354563538373633343239494647181924232221898190825063647717NOTE:PARKING ON EASTSIDE OF IRON HORSE PARKWAY INCLUDEDFOR INTERIM PHASE 2CONDITION SINCESCHOOL SITE IS PHASE 3.APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.5.2NEIGHBORHOOD 11 & 12 (89 UNITS)PARKING SUMMARYREQUIRED PARKING: 2 COVERED SPACES + 1 GUEST SPACE/UNIT267 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES 178ON-SITE GUEST PARKING SPACES75GUEST PARKING SPACES ON PUBLIC STREETS14TOTAL PARKING SPACES:267 SPACES (3 SPACES/UNIT)COMPACT PARKING SPACES (35% ALLOWED):10 (11%)PARKING PLANINTERIMLEGEND ON-SITE GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP IN-DRIVE GUEST PARKING SPACE GUEST PARKING SPACE ON PUBLIC STREETS EV EVEVEVEVEVEV EVEVEV EV EV EVEV EVEV EV EVEVEVEVEVEVEVEVEV EV EV EVEVEV EV EVEVEVEV EV EVEVEVEVEV EVEVEVEVEVEVEVEVEVEVEVEV IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT TCCCCCCCCCCCCCCCCCPARCEL A8981908250636477PARCEL G24232221129126123124114115116117110111112113106107108109737271767574687057666765555960515262615853545635383736333432394946471819118120121122128301316151431211928292726252031875454243699192938786888079858483781272610112514481044419496979899100104102103105954017119APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.6PLANTRASH PICKUPNOTE: ALL STREETS ARE PRIVATE.TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVES.LEGENDTRASH SERVICES ROUTETRASH BIN PICKUP LOCATION FOR NEIGHBORHOOD 11/12/18 EV EVEV EV EVEVEV EVEVEV EV EV EVEV EVEV EV EVEVEVEVEVEVEVEVEV EV EV EVEVEV EV EVEVEVEV EV EVEVEVEVEV EVEVEVEVEVEVEVEVEVEVEV EV CCCCCCCCCCCCCCCCC IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT T4026101125 144810444194969798991001041021031059511812012112212830131615143121192829272625203187545424369919293878688807985848378127129126123124114115116117110111112113106107108109737271767574687057666765555960515262615853545635383736333432394946471819PARCEL HPARCEL G242322218981908250636477PROVIDE GANGMAILBOX FOR NH 12PROVIDE GANG MAILBOXFOR NH 11 & 18MM17119APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.7LEGENDPRELIMINARY MAILBOX LOCATION(FINAL LOCATION SUBJECT TOUSPS APPROVAL)MPLANMAILBOX LOCATION EV EVEVEVEVEVEV EVEVEV EV EV EVEV EVEV EVEVEVEVEVEVEVEVEV EV EV EV EV EV EVEV EVEVEVEV EV EVEV EV EV EV EVEVEVEV EVEVEVEVEVEVEV EVCCCCCCCCCCCCCCCCCFH IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET T COURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT TFHFHFHFHFH FHFHFHFHFHFHFHFHFHFHFH4026101125144810444194969798991001041021031059511812012112212830131615143121192829272625203187545424369919293878688807985848378127129126123124114115116117110111112113106107108109737271767574687057666765555960515262615853545635383736333432394946471819PARCEL G242322218981908250636477FHFHFH17FH119APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.8PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTE (CONTINUATION OF N4 FROM PH. 1A)NOTE:1.PRODUCTS SHOWN HAVE A PROPOSED EAVE HEIGHTOF LESS THAN 30'.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUMWIDTH OF 20'-24'.FHFIRE ACCESS PLANFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS EV EVEV EV EVEVEV EV EVEV EV EV EVEV EVEV EV EVEVEVEVEVEVEVEVEV EV EV EVEVEV EV EVEVEVEV EVEVEVEVEVEV EVEVEVEVEVEVEVEVEVEVEVEV CCCCCCCCCCCCCCCCC IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT T4026101125 144810444194969798991001041021031059511812012112212830131615143121192829272625203187545424369919293878688807985848378127129126123124114115116117110111112113106107108109737271767574687057666765555960515262615853545635383736333432394946471819PARCEL G242322218981908250636477250'150'17119APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.9PLANSIGHT DISTANCE EV EVEVEVEV EVEV EVEVEVEV EV EVEVEVEV EVEVEVEVEVEVEVEVEVEV EV EV EVEV EVEV EVEVEVEVEVEVEV EV EVEV EVEVEV EVEVEVEVEVEVEVEVEVCCCCCCCCCCCCCCCCC IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MCOURT N STREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT TPARCEL A8981908250636477242322211291261231241141151161171101111121131061071081097372717675746870576667655559605152626158535456353837363334323949464718191181201211221283013161514312119282927262520318754542436991929387868880798584837812726101125144810444194969798991001041021031059540XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX****************************************************************************************17XX****119CROSSWALKS (TYP.) ARECONCEPTUAL AND WILLBE FINALIZED IN DESIGNAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.10UDO Compliant/Exception - Primary Residence.For units with walkway slope gradient greater than8.33%, Units are compliant through options 1 & 2below:Schematic Accessible Path of Travel1.Access to home by parking in garage andentering home through garage door withoptional ramp.2.Access from sidewalk to front door viawalkway with a slope gradient greater than8.33%. Handrails may be required.Notes:1.For all Primary Residences, the homebuilder shall offer to the home buyer aportable ramp that can be placed at theexterior door to the Primary Unit.2.House plans, model, and setbacks illustratedhere are conceptual and subject to change.LEGENDUDO Compliant - Primary ResidenceSome units require walkway slope gradient to 8.33%max. This designation assumes pedestrian walks tofront door entry from public way via the walkway.X*ORDINANCEUNIVERSAL DESIGN 59COURT N EV EVEV EV EVEVEV EVEVEV EV EV EVEV EVEV EV EVEVEVEVEVEVEVEVEV EV EV EVEVEV EV EVEVEVEV EV EVEVEVEVEV EVEVEVEVEVEVEVEVEVEVEVEV CCCCCCCCCCCCCCCCC IRON HORSE PARKWAY STERLING STREET CENTRAL PARKWAYHORIZON PARKWAYSTREET R STREET SCOURT ICOURT K COURT J COURT LCOURT MSTREET U STREET TCOURT OCOURT PCOURT QSTREET VCOURT RSTREET WCOURT S COURT T1781908250636477242322218955605152626158535456353837363334323949464718199282927262520318754542436991 929387868880798584837812712912612312411411511611711011111211310610710810973727176757468705766676510112514481044419496979899100104102103105951181201211221283013161514312114026119APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLMULLHOLLAND & NEWBURYNEIGHBORHOODS 11, 12 & 18050100FEET150C.4.11NOTE:ALL FRONT YARDS AND PASEOS TO BE HOA MAINTAINEDRESPONSIBILITY PLANMAINTENANCELEGENDOPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)COURTS & PRIVATE DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDPUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES) BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.2 0’50’100’200’ STREET TREES NEIGHBORHOOD 11,12&18 Quercus virginiana Southern Live Oak Ulmus parvifolia Chinese Elm Celtis sinensis Chinese Hackberry LEGEND IRON HORSE PARKWAYSTERLING STREETHORIZON PARKWAY CENTRAL PARKWAY STREET S COURT R STREET W STREET TCOURT O COURT P COURT Q STREET USTREET RCOURT NCOURT LCOURT JCOURT KCOURT M BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURYIRON HORSE PARKWAYSTERLING STREETHORIZON PARKWAYCENTRAL PARKWAY 6’ Height Theme Wall Low Theme Wall 3’ Low Veneer Wall Note: 1. All walls and fences to be located outside of the PSE. 2. The height of walls, gates, signs, monuments, pilasters and any other architectural and landscape features shall be kept below 30” inside the intersection visibility zone. These zones shall be determined by the city traffic engineer LEGEND L4.3 0’200’400’800’ WALLS AND FENCING NEIGHBORHOOD 11,12&18 STREET S COURT R STREET W STREET TCOURT O COURT P COURT Q STREET USTREET RCOURT NCOURT LCOURT JCOURT KCOURT M BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY 42” HT LOW THEME WALL Location: Horizon Parkway Frontage 42” 16’-0” Board Form Concrete Column Modular Metal Fence Panel L4.4 WALLS AND FENCING NEIGHBORHOOD 11,12&18 Cap 3’ HT LOW VENEER WALL Location: Central Parkway and Iron Horse Parkway Frontage 3’-0” 3’-4” 6’HT THEME WALL Location: Horizon Parkway Frontage Board Form Concrete Column Modular Metal Fence Panel 6’HT HORIZONTAL WOOD FENCE Location: Neighborhoods 11/12/18 where Fencing Faces Street Stucco Color: ZINC DUST KM4903 KELLY MOORE Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A 8’-0” MAX 1x6 Louver Overlap 2x4 Cap w/Dado to Receive Boards 4x4 Post D.F.P.T @ 8’ o.c. 6’HT GOOD NEIGHBOR FENCE Location: Neighborhoods 11/12/18 Interior Yards where Fencing is not Visible from the Street BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.5 0’8’16’32’ TYPICAL NEIGHBORHOOD 11&18 AC AC AC AC AC AC AC AC Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic 6’ Horizontal Wood Fence 6’ Good Neighbor Fence Note: All Walls and Fences to be located outside of the PSE LEGEND WaterCOSewer WaterCOSewer WaterCOSewer WaterCOSewer Street Tree Evergreen Trees Accent Trees at Garages IRON HORSE PARKWAYWaterCOSewerWaterCOSewerWaterCOSewerWaterCOSewer BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.6 0’8’16’32’ TYPICAL NEIGHBORHOOD 12 ACAC AC AC Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic 6’ Horizontal Wood Fence Note: All Walls and Fences to be located outside of the PSE LEGEND PORCH WaterCOSewerWaterCOSewerWaterCOSewerWaterCOSewer Street Trees Evergreen Trees along Building 6’ Wood Fence and Gate Front Yard Trees Accent Shrubs at Unit Entries PORCH PORCH PORCH BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.7 0’10’20’40’ PARK - THE HANGOUT NEIGHBORHOOD 11,12&18 Pedestrian Access to Horizon Parkway Street Trees HORIZON PARKWAY 6’HT Theme Wall Tree Grove Large Shade Tree Walking Path Columnar Trees Adirondack Chairs in LawnLAWN Gathering Area with: - BBQ (2) - Seating - Shade Structure Large Shade Tree Boulders Boulevard Accent Paving Bench Seating Park Entry Monumentation Accent Lighting Seat Wall Hammocks in Turf 6’ Horizontal Wood Fence Picnic Area in DGLow Theme Wall BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.8 INTERIM SECTIONS NEIGHBORHOOD 11,12&18 SECTION A NEIGHBORHOOD PARK NTS SECTION C STREET V NTS SECTION B PARKING ADJACENT TO PARK NTS SECTION D STREET T NTS C AB D BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.9 INTERIM SECTIONS NEIGHBORHOOD 11,12&18 F SECTION E IRON HORSE PARKWAY NTS SECTION F REAR YARD NTS E INTERIM CONDITION AT IRON HORSE PARKWAY NTS INTERIM CONDITION AT V STREET NTS Solid Wood Fence by Builders Army Fence Temporary Trees and Screen Shrubs at end of Street Solid Wood Fence by Builders Army Fence Temporary Trees and Screen Shrubs at end of Street BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL MULLHOLLAND & NEWBURY L4.10 INTERIM SECTIONS NEIGHBORHOOD 11,12&18 INTERIM CONDITION AT STERLING STREET AND HORIZON PARKWAY NTS Solid Wood Fence by Builders Army Fence Temporary Trees and Screen Shrubs at end of StreetSTERLING STREET 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.1 N11 & N18 MULLHOLAND A4.11.SS PLAN 3A COLOR SCHEME #6 PLAN 2C COLOR SCHEME #2 PLAN 1B COLOR SCHEME #1 Optional 3rd Story Deck With Upgraded Garage Door STREETSCENE PLAN 1 FLOOR PLAN50' - 0"8' - 0"7' - 0"10' - 0"25' - 0"7' - 11"6' - 0"14' - 6"2' - 6"21' - 1" 4' - 0"30' - 0"4' - 0"7' - 0"4' - 0"16' - 0" 30' - 0" 4' - 0"14' - 0"52' - 0"2-CAR GARAGE20'-0" x 20'-2" KITCHEN H.S.9'-0" CLG. 15'-1" x 16'-7" DINING H.S.9'-0" CLG. 15'-1" x 8'-0" ENTRY H.S. 9'-0" CLG. PWDR. RM. H.S. 9'-0" CLG. OPTIONAL COVERED 14'-0" X 10'-0" PATIO 2480 3080 2480 2880SC 2480 2880 SC 2040 SH 2050 SH 2050 SH 2050 SH (2)4050 SL MULLED 1' - 0" 110 CU. FT. STORAGE 102 CU. FT. OVERHEAD STORAGE GREAT ROOM H.S.9'-0" CLG. 14'-0" x 16'-7" TSH REC COMP W/H EV REF AC 20'-0" x 20'-0" PARKING SPACE 16'-0" x 8'-0" SECT. GAR. DOOR M CT DW DO WALK-IN PANTRY 4' - 0"4' - 6"UP (2) 5050 SL MULLED OPT. 12080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER 6080 TEMP. SL GLASS DOOR OPT. 6080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER 2040 SH 11' - 6" 30' - 0"8' - 0"25' - 0"14' - 6"2' - 6" 8' - 11" 30' - 0" 21' - 1"3' - 2"50' - 8"UP 16' - 0" BDRM. 3 CARPET9'-0" CLG. 12'-0" x 11'-3" BDRM. 2 CARPET9'-0" CLG. 10'-10" x 13'-9" OWNER BDRM. CARPET9'-0" CLG. 15'-3" x 14'-11" OWNER BATH H.S. 9'-0" CLG. W.I.C. CARPET9'-0" CLG. 22'-10" L.P. SERVICE H.S. 9'-0" CLG. TECH CARPET 9'-0" CLG. 2880 24802480 2480 2880 6080 BI-PASS 6080BI-PASS 2880 3080 2680 2480 2050 SH 5050SL 2050 SH 2050 SH 5050 SL 2040 SH5050SL 2050 SH 5050 SL 2050 SH BATH 2 H.S. 9'-0" CLG. DN 2040 SH 2040 SH W D2050 SH 2050 SH 2050 SH 2650FX 10' - 10"10' - 3" 16' - 0"11' - 6"25' - 7 1/2"8' - 8 1/2"13' - 10 1/2"30' - 0" 2' - 6"50' - 0"8' - 0"13' - 2"3' - 2"DN 30' - 0" 14' - 4" 27' - 6"2' - 6"39' - 6"2' - 6"27' - 6"8' - 0"39' - 6"13' - 10 1/2"BONUS RM./ OPT. BDRM 4/ BA. 3 & LOFT CARPET9'-0" CLG. 15'-1" x 23'-8" 9080 TEMP. SL. GLASS DOOR (2) 5050 SL MULLED 2020FX 4020 FX 4020 FX 2060 FX OPTIONAL DECK 2020 FX W/ (2) 2020 FX ABV. (3) x 2050 SH 2050 SH 4016 @ OPTIONAL BATH STACKED (3) x STACKED OPT. 2016035 PLAN 1 - FLOOR PLANS AUGUST 18, 2016 1/4" = 1'-0"1FIRST FLOOR 1/4" = 1'-0"2SECOND FLOOR 1/4" = 1'-0"3THIRD FLOOR 900 SF1,300 SF418 SF PLAN 1 - 2,618 SF 3 Bedroom, 2 1/2 Bath, 2-Car Garage, Bonus Room 240V, 40A Outlet & Space for EV Charger Tankless Water heater Trash Recycle Compost AC Pad Utility Meters STORAGE SUMMARY: (200 c.f. Min.) 110 c.f. Garage Under Stairs Storage 102 c.f. Garage Overhead Storage 212 c.f. Total Storage LEGEND EV W/H TSH REC COMP AC M PLAN 1 (Elevation A) Shown Washer Dryer Refrigerator Cook-Top Double-Oven Dishwasher W D REF CT DO DW OCCUPANCY TYPE: R-3 CONSTRUCTION TYPE:V-B FIRE SPRINKLER SYSTEM: NFPA 13D LOT SIZE: 38'-0"/61'-0" 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.1 N11 & N18 MULLHOLAND PLAN 1 FLOOR PLANS 50' - 0"8' - 0"7' - 0"10' - 0"25' - 0"7' - 11"6' - 0"14' - 6"2' - 6"21' - 1" 4' - 0"30' - 0"4' - 0"7' - 0"4' - 0" 16' - 0" 30' - 0"4' - 0" 14' - 0"52' - 0"2-CAR GARAGE20'-0" x 20'-2" KITCHEN H.S.9'-0" CLG. 15'-1" x 16'-7" DINING H.S.9'-0" CLG. 15'-1" x 8'-0" ENTRY H.S. 9'-0" CLG. PWDR. RM. H.S. 9'-0" CLG. OPTIONAL COVERED 14'-0" X 10'-0" PATIO 2480 3080 21080 SC 21080 2880 SC 2040 SH 2040 SH 2050 SH 2050SH 2050 SH (2) 4050 SL MULLED 1' - 0" 110 CU. FT. STORAGE 102 CU. FT. OVERHEAD STORAGE GREAT ROOM H.S.9'-0" CLG. 14'-0" x 16'-7" W/H EV REF 20'-0" x 20'-0" PARKING SPACE 16'-0" x 8'-0" SECT. GAR. DOOR M CT DW DO WALK-IN PANTRY 4' - 0"4' - 6"UP 21080 TSH REC COMP AC U4 U8 U10U6 U13 U1 U2 U5 U9 U11 U12 U14 U15 U16 U17 (2) 5050 SL MULLED 6080 TEMP. SL. GLASS DOOR OPT. 7080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER OPT. 12080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER 2016035 (UNIVERSAL DESIGN) PLAN 1 'A' FLOOR PLAN MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE- TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1. HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2. ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3. THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. NOTES UNIVERSAL DESIGN KEYNOTES U1 U2 U3 U4 U5 U6 U7 U8 U9 U10 U11 U12 U13 U14 U15 U16 U17 1/4" = 1'-0"1FIRST FLOOR (UNIVERSAL DESIGN) 900 SF 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.2 N11 & N18 MULLHOLAND PLAN 1 FLOOR PLAN - UDO 5:12R5:12 RIDGEHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPRIDGE V A LLE Y5:125:124:12 5:124:124:124:12 4:125:125:12 5:12 4:124:12HIPHIPVALLEY135 SF 101 SF 149 SF4:124:12R RIDGEHIPHIPHIP4:124:124:12 2:12 R 2:12 4:12 HIPHIP4:124:12HIP4:12 4:12RIDGE 4:12 4:12 VALLEYHIPHIPHIPVALLEY135 SF 145 SF3.5:12RIDGERIDGE3.5:123.5:122.5:122.5:12HIP5:12 5:12182 SF 150 SF 2 4 8 12 FEET Roof Plan ARoof Plan C Roof Plan B Enhanced Note: Solar Panel location will be provided based on unit plotting Solar Ready Zone to be 250 square feet Reference CA Energy Code Sec. 110.10 Exception 7 to be taken where solar is not possible Solar Zone Plan A 385 SF Plan B 280 SF Plan C 332 SF 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.3 N11 & N18 MULLHOLAND PLAN 1 ROOF PLANS RIDGE5:12 RIDGEHIPHIPHIPHIPHIPHIPHIPHIPHIPHIPRIDGE V A LLE Y5:125:124:12 5:124:124:124:12 4:125:125:12 5:12 4:124:12HIPHIPVALLEY190 SF 101 SF 5:125:124:12RIDGE RIDGEHIPHIPHIP4:124:124:12 2:12 R 2:12 4:12 HIPHIP4:124:12HIP4:12 4:12RIDGE 4:12 4:12 VALLEYHIPHIPHIPVALLEY190 SF 4:124:123.5:122.5:12RIDGERIDGERIDGE3.5:123.5:122.5:122.5:12HIP5:12 5:12310 SF 2 4 8 12 FEET Roof Plan B Enhanced Deck Opt. Note: Solar Panel location will be provided based on unit plotting Solar Ready Zone to be 250 square feet Reference CA Energy Code Sec. 110.10 Exception 7 to be taken where solar is not possible Solar Zone Plan A 291 SF Plan B 190 SF Plan C 310 SF Roof Plan A Deck Opt. Roof Plan C Deck Opt. 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017A4.11.4 N11 & N18 MULLHOLAND PLAN 1 DECK OPT. ROOF PLANS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.5 N11 & N18 MULLHOLAND PLAN 1 FRONT ELEVATIONS COLOR SCHEME #1 COLOR SCHEME #3COLOR SCHEME #4 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.6 N11 & N18 MULLHOLAND PLAN 1A PLAN 1A COLOR SCHEME #1 COLOR SCHEME #1 COMPOSITION SHINGLE ROOF PERFORATED METALOR MESH AWNING STUCCO ADDRESS NUMBER LIGHT FIXTURE FIBERGLASS GARAGE DOOR FIBERGLASS FRONT ENTRY DOOR MANUFACTURED STONE VENEER PLAN 1 TYPICAL ISOMETRIC VIEW FRONT LEFT INTERIOR FRONT RIGHT CORNER 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.7 N11 & N18 MULLHOLAND PLAN 1 ‘A’ EXTERIOR ELEVATIONS 1A - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 1 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. STONE: ELDORADO EUROPEAN LEDGE 4. FIBERGLASSS FRONT ENTRY DOOR 5. FIBERGLASS GARAGE DOOR W/ FACTORY PAINT FINISH 6. VINYL WINDOWS W/ FACTORY PAINT FINISH 7. EXTERIOR LIGHT 8. ADDRESS NUMBERS 9. SIDING: 10” EXPOSURE FIBERCEMENT 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.8 N11 & N18 MULLHOLAND PLAN 1 ‘A’ WITH OPTIONAL DECK 1A - ELEVATIONS: COLOR SCHEME 1 1. SHOWN WITH OPTIONAL DECK AND METAL RAILING 2. OPT. FIBERGLASS GARAGE DOOR W/ GLAZING & FACTORY PAINT FINISH 3. SIDING: 10” EXPOSURE FIBERCEMENT 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.9 N11 & N18 MULLHOLAND PLAN 1 ‘B’ EXTERIOR ELEVATIONS 1B - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 3 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. SIDING: 10” EXPOSURE FIBERCEMENT 4. OPT. FIBERGLASS FRONT ENTRY DOOR W/ GLAZING 5. OPT. FIBERGLASS GARAGE DOOR W/ GLAZING & FACTORY PAINT FINISH 6. VINYL WINDOWS W/ FACTORY PAINT FINISH 7. EXTERIOR LIGHT 8. ADDRESS NUMBERS 9. METAL AWNING 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.10 N11 & N18 MULLHOLAND PLAN 1 ‘B’ ENHANCED ELEVATIONS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.11 N11 & N18 MULLHOLAND PLAN 1 ‘B’ WITH OPTIONAL DECK 1B - ELEVATIONS: COLOR SCHEME 3 1. SHOWN WITH OPTIONAL DECK AND METAL RAILING 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.12 N11 & N18 MULLHOLAND PLAN 1 ‘C’ EXTERIOR ELEVATIONS 1C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 4 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. SIDING: 6” EXPOSURE FIBERCEMENT 4. STONE: ELDORADO ZEN 24 (OR SIMILAR) 5. FIBERGLASS FRONT ENTRY DOOR 6. FIBERGLASS GARAGE DOOR W/ FACTORY PAINT FINISH 7. VINYL WINDOWS W/ FACTORY PAINT FINISH 8. EXTERIOR LIGHT 9. ADDRESS NUMBERS 10. METAL AWNING 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.13 N11 & N18 MULLHOLAND PLAN 1 ‘C’ ENHANCED ELEVATIONS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.14 N11 & N18 MULLHOLAND PLAN 1 ‘C’ WITH OPTIONAL DECK 1C - ELEVATIONS: COLOR SCHEME 4 1. SHOWN WITH OPTIONAL DECK AND METAL RAILING 17' - 0"6' - 0"4' - 0"8' - 0"30' - 0" 21' - 1"8' - 11"5' - 0"36' - 0"11' - 0"52' - 0"50' - 0"4' - 0"7' - 0"7' - 0"13' - 0" 30' - 0" UP DINING H.S.9'-0" CLG. 13'-0" x 16'-5" KITCHEN H.S.9'-0" CLG. 16'-1" x 15'-2" GREAT ROOM H.S.9'-0" CLG. 16'-1" x 14'-5" ENTRY H.S. 9'-0" CLG. 2-CAR GARAGE20'-2" x 20'-1" PWDR. RM. H.S. 9'-0" CLG. 3080 2880 SC 2880 SC 2050 FX 1630 SH 2050FX 2020 FX 2020 FX 2020 FX 2650SH2650SH 2020FX 48 CU. FT. STORAGE 162 CU. FT. OVERHEAD STORAGE TSH REC COMP REF P W/H EV AC 16'-0" x 8'-0" SECT. GAR. DOOR M CT DW 20'-0" x 20'-0" PARKING SPACE 4' - 0"OPT. COVERED 13'-0" x 11'-0" PATIO DO 4' - 0" 2020 FX 2020 FX 2020 FX 2020 FX 10' - 1"15' - 4"10' - 7"9080 TEMP. SL. GLASS DOOR OPT. 12080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER 6080 TEMP. SL. GLASS DOOR OPT. 8080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER 17' - 0"5' - 8"13' - 4" 30' - 4"39' - 4"50' - 8"17' - 6" 30' - 0" 12' - 6"5' - 0"DN UP BDRM. 2 CARPET9'-0" CLG. 12'-0" x 10'-6" OWNER BDRM. CARPET9'-0" CLG. 14'-5" x 17'-1" W.I.C. CARPET9'-0" CLG. 31'-10" L.P. OWNER BATH H.S. 9'-0" CLG. LOFT CARPET9'-0" CLG. 12'-8" x 10'-3" BDRM. 3 CARPET9'-0" CLG. 12'-2" x 10'-6" BATH 2 H.S. 9'-0" CLG. SERVICE H.S. 9'-0" CLG. 2480 2680 2680 2480 6080 TEMP. SL. GLASS DOOR 2020FX5050 SL 2046 FX (2) 5050 SL MULLED 2050 FX 2050 SH 5050 SL 2050 FX 4050 SL 4050 SL 2480 2480 2040SH 3080 2880 6080 BI-PASS 2480 DECK WD 2050 FX 2050 SH 2050 SH 8' - 6"9' - 0"10' - 7"10' - 1"18' - 8"19' - 4 1/2"25' - 7 1/2"5' - 0"13' - 4 1/2"6' - 0"30' - 0" 30' - 8" 21' - 4"3' - 11"7' - 3"DN 30' - 7 1/2"8' - 10"12' - 6"8' - 8"6' - 0"14' - 5 1/2"31' - 7 1/2"51' - 0"8' - 8" BONUS RM./ OPT. BDRM 4 CARPET9'-0" CLG. 16'-5" x 21'-4" 5050 SL 2020 FX 2050 FXOPTIONAL DECK W/ 2020 FX ABV. 2050 FX 2050 FX (2)5050 SL MULLED 2040 SH 10' - 7"10' - 1"4' - 11 1/2"OPT. 6080 TEMP. SL. GLASS DOOR 8" 6050 SL 2016035 PLAN 2 - FLOOR PLANS AUGUST 18, 2016 1/4" = 1'-0"1FIRST FLOOR 1/4" = 1'-0"2SECOND FLOOR 1/4" = 1'-0"3THIRD FLOOR 910 SF1,360 SF445 SF PLAN 2 - 2,715 SF 3 Bedroom, 2.5 Bath, 2-Car Garage, Bonus Room 240V, 40A Outlet & Space for EV Charger Tankless Water heater Trash Recycle Compost AC Pad Utility Meters STORAGE SUMMARY: (200 c.f. Min.) 48 c.f. Garage Full-Height Storage 162 c.f. Garage Overhead Storage 210 c.f. Total Storage LEGEND EV W/H TSH REC COMP AC M PLAN 2 (Elevation A) Shown Washer Dryer Refrigerator Pantry Double-Oven Cook-Top Dishwasher W D REF P DO CT DW OCCUPANCY TYPE: R-3 CONSTRUCTION TYPE:V-B FIRE SPRINKLER SYSTEM:NFPA 13D LOT SIZE: 38'-0"/61'-0" 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.15 N11 & N18 MULLHOLAND PLAN 2 FLOOR PLANS 17' - 0"6' - 0"4' - 0"8' - 0"30' - 0" 21' - 1"8' - 11"5' - 0"36' - 0"11' - 0"52' - 0"50' - 0"4' - 0"7' - 0"7' - 0"13' - 0" 30' - 0" UP DINING H.S.9'-0" CLG. 13'-0" x 16'-5" KITCHEN H.S.9'-0" CLG. 16'-1" x 15'-2" GREAT ROOM H.S.9'-0" CLG. 16'-1" x 14'-5" ENTRY H.S. 9'-0" CLG. 2-CAR GARAGE20'-2" x 20'-1" PWDR. RM. H.S. 9'-0" CLG. 3080 21080 SC 21080 SC 2050 FX 1630 SH 2050 FX 2020 FX 2020 FX 2020FX 2650 SH 2650 SH 2020 FX 48 CU. FT. STORAGE 162 CU. FT. OVERHEAD STORAGE COMP REF W/H EV 16'-0" x 8'-0" SECT. GAR. DOOR M CT DW 20'-0" x 20'-0" PARKING SPACE 4' - 0"OPT. COVERED 13'-0" x 11'-0" PATIO DO 4' - 0" 2020 FX 2020 FX 2020 FX 2020 FX P AC TSH REC U1 21068 U2 U3 U4 U5 U6 U9 U8 U10 U11 U12 U13 U14 U15 U16 U17 9080 TEMP. SL. GLASS DOOR 6080 TEMP. SL. GLASS DOOR OPT. 12080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER OPT. 8080 TEMP. BIFOLD GLASS DOOR W/ STRUCTURELESS CORNER 2016035 (UNIVERSAL DESIGN) PLAN 2 'A' FLOOR PLAN 1/4" = 1'-0"1FIRST FLOOR 910 SF MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE- TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1. HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2. ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3. THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. NOTES UNIVERSAL DESIGN KEYNOTES U1 U2 U3 U4 U5 U6 U7 U8 U9 U10 U11 U12 U13 U14 U15 U16 U17 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.16 N11 & N18 MULLHOLAND PLAN 2 FLOOR PLAN - UDO 4:12HIPVALLEYHIPVALLEYR4:12 4:12 4:12HIPHIPHIPHIPHIPHIPHIPRIDGERIDGE4:12 4:124:124:12 4:124:124:12HIP130 SF 111 SF 90 SF HIPHIPRIDGERRIDGEHIPVALLEY4:124:124:124:12 4:124:12HIPHIPHIPHIPHIPHIPHIPVALLEY4:12 4:124:124:12 4:12 4:12 90 SF 130 SF 111 SF2.5:122.5:12438 SFRIDGERIDGE2.5:122.5:122 4 8 12 FEET Roof Plan A Enhanced Roof Plan BRoof Plan C Note: Solar Panel location will be provided based on unit plotting Solar Ready Zone to be 250 square feet Reference CA Energy Code Sec. 110.10 Exception 7 to be taken where solar is not possible Solar Zone Plan A 331 SF Plan B 331 SF Plan C 438 SF 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.17 N11 & N18 MULLHOLAND PLAN 2 ROOF PLANS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.18 N11 & N18 MULLHOLAND PLAN 2 FRONT ELEVATIONS COLOR SCHEME #3 COLOR SCHEME #5COLOR SCHEME #2 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.19 N11 & N18 MULLHOLAND PLAN 2A - WITH OPTIONAL DECK PLAN 2A - WITH OPTIONAL DECK COLOR SCHEME #3 COLOR SCHEME #3 COMPOSITION SHINGLE ROOF PERFORATED METAL OR MESH AWNING METAL RAILING STUCCO ADDRESS NUMBER MANUFACTURED STONE TRIM LIGHT FIXTURE FIBERGLASS GARAGE DOOR FIBERGLASS FRONT ENTRY DOORMANUFACTURED STONE VENEER CEMENTITIOUS LAP SIDING PLAN 2 TYPICAL ISOMETRIC VIEW FRONT LEFT INTERIOR FRONT RIGHT CORNER 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.20 N11 & N18 MULLHOLAND PLAN 2 ‘A’ EXTERIOR ELEVATIONS 2A - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 3 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. SIDING: 4” EXPOSURE FIBERCEMENT 4. STONE: ELDORADO EUROPEAN LEDGE 5. FIBERGLASS FRONT ENTRY DOOR 6. FIBERGLASS GARAGE DOOR W/ FACTORY PAINT FINISH 7. VINYL WINDOWS W/ FACTORY PAINT FINISH 8. EXTERIOR LIGHT 9. ADDRESS NUMBERS 10. METAL AWNING 11. RAILING: METAL PICKET 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.21 N11 & N18 MULLHOLAND PLAN 2 ‘A’ ENHANCED ELEVATIONS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.22 N11 & N18 MULLHOLAND PLAN 2 ‘A’ WITH OPTIONAL DECK 2A - ELEVATIONS: COLOR SCHEME 3 1. SHOWN WITH OPTIONAL DECK AND METAL RAILING 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.23 N11 & N18 MULLHOLAND PLAN 2 ‘B’ EXTERIOR ELEVATIONS 2B - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 5 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. METAL ROOF: CUSTOM BILT METALS 4. OPT. FIBERGLASS FRONT ENTRY DOOR W/ GLAZING 5. OPT. FIBERGLASS GARAGE DOOR W/ GLAZING & FACTORY PAINT FINISH 6. VINYL WINDOWS W/ FACTORY PAINT FINISH 7. EXTERIOR LIGHT 8. ADDRESS NUMBERS 9. METAL AWNING 10. RAILING: METAL HORIZONTAL RODS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.24 N11 & N18 MULLHOLAND PLAN 2 ‘B’ ENHANCED ELEVATIONS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.25 N11 & N18 MULLHOLAND PLAN 2 ‘B’ WITH OPTIONAL DECK 2B - ELEVATIONS: COLOR SCHEME 3 1. SHOWN WITH OPTIONAL DECK AND METAL RAILING 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.26 N11 & N18 MULLHOLAND PLAN 2 ‘C’ EXTERIOR ELEVATIONS 2C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 2 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. SIDING: 6” EXPOSURE FIBERCEMENT 4. STONE: ELDORADO ZEN 24 (OR SIMILAR) 5. FIBERGLASS FRONT ENTRY DOOR 6. FIBERGLASS GARAGE DOOR W/ FACTORY PAINT FINISH 7. VINYL WINDOWS W/ FACTORY PAINT FINISH 8. EXTERIOR LIGHT 9. ADDRESS NUMBERS 10. RAILING: PERFORATED METAL 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.27 N11 & N18 MULLHOLAND PLAN 2 ‘C’ WITH OPTIONAL DECK 2C - ELEVATIONS: COLOR SCHEME 2 1. SHOWN WITH OPTIONAL DECK AND METAL RAILING 4' - 0"30' - 0"4' - 0"8' - 0"37' - 0"10' - 6" 4' - 0" 17' - 0"4' - 0"11' - 0"10' - 0"8' - 0"20' - 6"9' - 0" 11' - 3"50' - 0"7' - 0"7' - 0"3' - 0"50' - 0"8' - 3" 4' - 0"9' - 6"9' - 0"30' - 0" 2-CAR OFFSET GARAGE ENTRY H.S. 9'-0" CLG. BATH 1 H.S. 9'-0" CLG. SERVICE H.S. 9'-0" CLG. 10'-0" x 20'-2" 40 CU. FT. OVERHEAD STORAGE 165 CU. FT. STORAGE 6080 TEMP. SL. GL.DOOR 2480 2680 3080 2880 SC 2880 SC (2) 5050 SL MULLED 2050 SH 4050 SL BDRM. 4 CARPET9'-0" CLG. 16'-1" x 13'-2" UP2050 SH W/H EV 10'-0" x 20'-0" PARKING SPACE 10'-0" x 20'-0" PARKING SPACE TSH REC COMP 8'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR M COVERED PATIO9'-0" x 11'-0" 2468 3080 2050 SH 2040 FX AC 30' - 0"44' - 1"30' - 0"20' - 3"5' - 9"4' - 0"3' - 1"30' - 0"2' - 11"3' - 0"10' - 6"11' - 3"5' - 11"50' - 0"8' - 3"11' - 0"GREAT ROOM H.S.9'-0" CLG. 19'-4" x 15'-8" DECK DECK 6080TEMP. SL. GL. DOOR (2) 4050 SL MULLED 2050SH 5050 SL 5050 SL 2050SH 2050 SH UP KITCHEN H.S.9'-0" CLG. 17'-4" x 12'-6" DINING ROOM H.S.9'-0" CLG. 19'-4" x 11'-10" PWDR. H.S. 9'-0" CLG.2480 REF PANTRY DW CT 4'-0"4'-0" OPT 8080 SL. DOOR DN 2050 SH OPT. LOW CABINETS DO 2050FX 16080 TEMP. DBL. SL. GL. DOOR 4030 SL W/4050 FX ABOVE 2016 FX 2016 FX 26' - 0" 30' - 0" 30' - 0"30' - 0"11' - 0"50' - 0"DN 3' - 0"8' - 3"1' - 6"7' - 6"21' - 9"42' - 6"BDRM. 2 CARPET9'-0" CLG. 12'-3" x 10'-8" BDRM. 3 CARPET9'-0" CLG. 10'-3" x 10'-8" SERVICE H.S. 9'-0" CLG. BATH 2 H.S. 9'-0" CLG. W.I.C. CARPET9'-0" CLG. 24'-9" L.P. 3080 2880 5080 BI-PASS 5080 BI-PASS 2050 SH 6050 SL 4050 SL 5050SL 2050 SH 4050 FX 5050 SL 2040 SH 5050SL 4050 SL 2050 SH 2050 SH 1050 FX OWNER BATH H.S. 9'-0" CLG. OWNER BDRM. CARPET9'-0" CLG. 14'-11" x 14'-8" 2480 W D 2480 26802680 2480 2040 SH 2050 SH 2050 FX 2050 FX W/4030 SL BELOW W/2030 FX BELOW OPT. 3080 HANGING SL. DOOR 2480 2050 SH 2' - 11"44' - 1"2016035 PLAN 3 - FLOOR PLANS AUGUST 18, 2016 1/4" = 1'-0"11ST FLOOR 1/4" = 1'-0"22ND FLOOR 1/4" = 1'-0"33RD FLOOR 620 SF1,123 SF1,114 SF PLAN 3 - 2,857 SF 4 Bedroom, 3.5 Bath, Bonus Room 2-Car Offset Garage LEGEND EV W/H TSH REC COMP AC M 240V, 40A Outlet & Space for EV Charger Tankless Water heater Trash Recycle Compost AC Pad Utility Meters STORAGE SUMMARY: (200 c.f. Min.) 165 c.f. Garage Full-Height Storage 40 c.f. Garage Overhead Storage 205 c.f. Total Storage PLAN 3 (Elevation A) Shown W D REF P DO CT DW Washer Dryer Refrigerator Pantry Double-Oven Cook-Top Dishwasher OCCUPANCY TYPE: R-3 CONSTRUCTION TYPE:V-B FIRE SPRINKLER SYSTEM:NFPA 13D LOT SIZE: 38'-0"/61'-0" 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.28 N11 & N18 MULLHOLAND PLAN 3 FLOOR PLANS 4' - 0"30' - 0"4' - 0"8' - 0"37' - 0"10' - 6" 4' - 0" 17' - 0"4' - 0"11' - 0"10' - 0"8' - 0"20' - 6"9' - 0" 11' - 3"50' - 0"7' - 0"7' - 0"3' - 0"50' - 0"8' - 3" 4' - 0"9' - 6"9' - 0"2-CAR OFFSET GARAGE ENTRY H.S. 9'-0" CLG. BATH 1 H.S. 9'-0" CLG. SERVICE H.S. 9'-0" CLG. 10'-0" x 20'-2" 40 CU. FT. OVERHEAD STORAGE 165 CU. FT. STORAGE 6080 TEMP. SL.GL. DOOR 21080 3080 21080 SC 2880 SC (2) 5050SL MULLED 2050SH 4050 SL BDRM. 4 CARPET9'-0" CLG. 16'-1" x 13'-2" UP2050 SH W/H EV 10'-0" x 20'-0" PARKING SPACE 10'-0" x 20'-0" PARKING SPACE 8'-0" x 8'-0" SECT. GAR. DOOR 8'-0" x 8'-0" SECT. GAR. DOOR M COVERED PATIO9'-0" x 11'-0" 21068 3080 2050 SH 2040 FX AC TSH REC COMP 21080 U1 U2 U4 U5 U6 U7U8 U9 U10 U11 U12 U17 30' - 0" 2016035 (UNIVERSAL DESIGN) PLAN 3 'A' FLOOR PLAN MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO- HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1. HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2. ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3. THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. UNIVERSAL DESIGN KEYNOTES NOTES U1 U2 U3 U4 U5 U6 U7 U8 U9 U10 U11 U12 U13 U14 U15 U16 U17 620 SF 1/4" = 1'-0"11ST FLOOR (UNIVERSAL DESIGN) 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.29 N11 & N18 MULLHOLAND PLAN 3 FLOOR PLAN - UDO 5:12RRRIDGEHIPHIPVALLEYHIPHIPHIPVALLEYHIPHIPVALLEYHIPHIPHIP5:12 5:12 5:12 5:12 5:12 5:125:125:125:12167 SF 365 SF 256 SF4:12RRIDGEHIPHIPHIPHIPVALLEYHIPVALLEYHIPHIP4:12 4:12 4:124:12 4:124:12 4:12HIPR167 SF 327 SF 116 SF 226 SFRIDGE2.5:122.5:122.5:122.5:12PITCH BREAK1:12583 SF 2 4 8 12 FEET Roof Plan ARoof Plan B Enhanced Roof Plan C Note: Solar Panel location will be provided based on unit plotting Solar Ready Zone to be 250 square feet Reference CA Energy Code Sec. 110.10 Exception 7 to be taken where solar is not possible Solar Zone Plan A 788 SF Plan B 836 SF Plan C 583 SF 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.30 N11 & N18 MULLHOLAND PLAN 3 ROOF PLANS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.31 N11 & N18 MULLHOLAND PLAN 3 FRONT ELEVATIONS COLOR SCHEME #6 COLOR SCHEME #4COLOR SCHEME #5 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.32 N11 & N18 MULLHOLAND PLAN 3 PLAN 3B - FRONT LEFT CORNER PLAN 3B - FRONT RIGHT INTERIOR TYPICAL ISOMETRIC VIEW COLOR SCHEME #6 COLOR SCHEME #6 COMPOSITION SHINGLE ROOF PERFORATED METAL OR MESH AWNING METAL RAILING STUCCO UPGRADED GARAGE WINDOWS ADDRESS NUMBER LIGHT FIXTURE FIBERGLASS GARAGE DOOR FIBERGLASS FRONT ENTRY DOOR UPGRADED FRONT ENTRY DOOR CEMENTITIOUS LAP SIDING CORNER WINDOW 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.33 N11 & N18 MULLHOLAND PLAN 3 ‘A’ EXTERIOR ELEVATIONS 3A - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 6 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. SIDING: 4” EXPOSURE FIBERCEMENT 4. STONE: ELDORADO EUROPEAN LEDGE 5. FIBERGLASS FRONT ENTRY DOOR 6. FIBERGLASS GARAGE DOOR W/ FACTORY PAINT FINISH 7. VINYL WINDOWS W/ FACTORY PAINT FINISH 8. EXTERIOR LIGHT 9. ADDRESS NUMBERS 10. RAILING: METAL PICKET 11. METAL AWNING 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.34 N11 & N18 MULLHOLAND PLAN 3 ‘A’ ENHANCED ELEVATIONS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.35 N11 & N18 MULLHOLAND PLAN 3 ‘B’ EXTERIOR ELEVATIONS 2C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 4 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. SIDING: 10” EXPOSURE FIBERCEMENT 4. OPT. FIBERGLASS FRONT ENTRY DOOR W/ GLAZING 5. OPT. FIBERGLASS GARAGE DOOR W/ GLAZING & FACTORY PAINT FINISH 6. VINYL WINDOWS W/ FACTORY PAINT FINISH 7. EXTERIOR LIGHT 8. ADDRESS NUMBERS 9. METAL AWNING 10. RAILING: METAL HORIZONTAL RODS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.36 N11 & N18 MULLHOLAND PLAN 3 ‘B’ ENHANCED ELEVATIONS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.37 N11 & N18 MULLHOLAND PLAN 3 ‘C’ EXTERIOR ELEVATIONS 3C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 5 1. COMPOSITION SHINGLE ROOFING 2. STUCCO: SAND FINISH W/ REGLET BREAKUPS 3. SIDING: 6” EXPOSURE FIBERCEMENT 4. STONE: ELDORADO ZEN 24 (OR SIMILAR) 5. FIBERGLASS FRONT ENTRY DOOR 6. FIBERGLASS GARAGE DOOR W/ FACTORY PAINT FINISH 7. VINYL WINDOWS W/ FACTORY PAINT FINISH 8. EXTERIOR LIGHT 9. ADDRESS NUMBERS 10. RAILING: PERFORATED METAL 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.38 N11 & N18 MULLHOLAND PLAN 3 ‘C’ ENHANCED ELEVATIONS 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.39 N11 & N18 MULLHOLAND COLOR & MATERIALS SCHEME 1 & 2 EXTERIOR COLOR & MATERIALS SCHEME 1 of 6 ‘ALL’ ELEVATIONS August 2, 2016 Project #2016035 BROOKFIELD HOMES MULLHOLAND (N-11 & N-18) Dublin, California MATERIAL COLOR MANUFACTURER ‘A’ ELEVATION ‘B’ ELEVATION ‘C’ ELEVATION ROOFING: Composition Shingle WEATHERED WOOD Landmark Series CERTAINTEED ------ METAL ROOFING MUSKET CUSTOM BILT METALS ------ VINYL WINDOWS (Factory Finish)BRONZE MILGARD (or equal)------ MANUFACTURED STONE (Dry Stacked Joints)(Where applicable)ELDORADO SIDEWALK EUROPEAN LEDGE N/A 80% FOGGY MEADOW LONGITUDE 24 20% NICKEL ZEN 24 MANUFACTURED STONE TRIM (Where applicable)ELDORADO GREY SKY SPLIT EDGE N/A N/A BODY COLOR #1 SW 7013 IVORY LACE SHERWIN WILLIAMS STUCCO STUCCO TRIM STUCCO STUCCO TRIM FASCIA, LAP SIDING GARAGE DOOR @ 2C & 3C, WOOD TRIM BODY COLOR #2 SW 2821 DOWNING STONE SHERWIN WILLIAMS BASE STUCCO LAP SIDING, WOOD TRIM FASCIA GARAGE DOOR STUCCO STUCCO TRIM BODY COLOR #3 SW 2848 ROYCROFT PEWTER SHERWIN WILLIAMS FASCIA GARAGE DOOR LAP SIDING STUCCO POP-OUT, GARAGE DOOR @ 1C ACCENT COLOR SW 6481 GREEN BAY SHERWIN WILLIAMS CANOPY FRONT DOOR CANOPY FRONT DOOR CANOPY FRONT DOOR METAL RAILING SW 7675 SEALSKIN SHERWIN WILLIAMS ------ GARAGE DOOR WEATHER STRIP (Factory Finish)(Per Elevation)FEHR BROS. (or equal)BRONZE CLAYTONE WHITE NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Lily Martinez. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 2 of 6 ‘ALL’ ELEVATIONS August 2, 2016 Project #2016035 BROOKFIELD HOMES MULLHOLAND (N-11 & N-18) Dublin, California MATERIAL COLOR MANUFACTURER ‘A’ ELEVATION ‘B’ ELEVATION ‘C’ ELEVATION ROOFING: Composition Shingle MOIRE BLACK Landmark Series CERTAINTEED ------ METAL ROOFING MIDNIGHT BRONZE CUSTOM BILT METALS ------ VINYL WINDOWS (Factory Finish)BRONZE MILGARD (or equal)------ MANUFACTURED STONE (Dry Stacked Joints)(Where applicable)ELDORADO COTTONWOOD EUROPEAN LEDGE N/A 80% SNOWDRIFT LONGITUDE 24 20% SOFT LIGHT ZEN 24 MANUFACTURED STONE TRIM (Where applicable)ELDORADO COASTAL SAND SPLIT EDGE N/A N/A BODY COLOR #1 SW 6070 HERON PLUME SHERWIN WILLIAMS STUCCO STUCCO TRIM STUCCO STUCCO TRIM FASCIA, LAP SIDING GARAGE DOOR @ 2C & 3C, WOOD TRIM BODY COLOR #2 SW 7642 PAVESTONE SHERWIN WILLIAMS BASE STUCCO LAP SIDING, WOOD TRIM FASCIA GARAGE DOOR STUCCO STUCCO TRIM BODY COLOR #3 SW 7523 BURNISHED BRANDY SHERWIN WILLIAMS FASCIA GARAGE DOOR LAP SIDING STUCCO POP-OUT, GARAGE DOOR @ 1C ACCENT COLOR SW 9142 MOSCOW MIDNIGHT SHERWIN WILLIAMS CANOPY FRONT DOOR CANOPY FRONT DOOR CANOPY FRONT DOOR METAL RAILING SW 7675 SEALSKIN SHERWIN WILLIAMS ------ GARAGE DOOR WEATHER STRIP (Factory Finish)(Per Elevation)FEHR BROS. (or equal)DARK OAK GRAY WHITE NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Lily Martinez. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.40 N11 & N18 MULLHOLAND EXTERIOR COLOR & MATERIALS SCHEME 3 of 6 ‘ALL’ ELEVATIONS August 2, 2016 Project #2016035 BROOKFIELD HOMES MULLHOLAND (N-11 & N-18) Dublin, California MATERIAL COLOR MANUFACTURER ‘A’ ELEVATION ‘B’ ELEVATION ‘C’ ELEVATION ROOFING: Composition Shingle HEATHER BLEND Landmark Series CERTAINTEED ------ METAL ROOFING WEATHERED COPPER CUSTOM BILT METALS ------ VINYL WINDOWS (Factory Finish)BRONZE MILGARD (or equal)------ MANUFACTURED STONE (Dry Stacked Joints)(Where applicable)ELDORADO ZINC EUROPEAN LEDGE N/A 80% SILENT GREY LONGITUDE 24 20% NICKEL ZEN 24 MANUFACTURED STONE TRIM (Where applicable)ELDORADO GREY SKY SPLIT EDGE N/A N/A BODY COLOR #1 SW 7542 NATURAL SHERWIN WILLIAMS STUCCO STUCCO TRIM STUCCO STUCCO TRIM FASCIA, LAP SIDING GARAGE DOOR, WOOD TRIM BODY COLOR #2 SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS BASE STUCCO LAP SIDING, WOOD TRIM FASCIA GARAGE DOOR STUCCO STUCCO TRIM BODY COLOR #3 SW 9183 DARK CLOVE SHERWIN WILLIAMS FASCIA GARAGE DOOR LAP SIDING STUCCO POP-OUT ACCENT COLOR SW 6629 JALAPENO SHERWIN WILLIAMS CANOPY FRONT DOOR CANOPY FRONT DOOR CANOPY FRONT DOOR METAL RAILING SW 7675 SEALSKIN SHERWIN WILLIAMS ------ GARAGE DOOR WEATHER STRIP (Factory Finish)(Per Elevation)FEHR BROS. (or equal)BROWN TERRA BRONZE ALMOND NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Lily Martinez. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 4 of 6 ‘ALL’ ELEVATIONS August 2, 2016 Project #2016035 BROOKFIELD HOMES MULLHOLAND (N-11 & N-18) Dublin, California MATERIAL COLOR MANUFACTURER ‘A’ ELEVATION ‘B’ ELEVATION ‘C’ ELEVATION ROOFING: Composition Shingle HEATHER BLEND Landmark Series CERTAINTEED ------ METAL ROOFING MIDNIGHT BRONZE CUSTOM BILT METALS ------ VINYL WINDOWS (Factory Finish)BRONZE MILGARD (or equal)------ MANUFACTURED STONE (Dry Stacked Joints)(Where applicable)ELDORADO IRON MILL EUROPEAN LEDGE N/A 80% WILD OAT LONGITUDE 24 20% BURLAP ZEN 24 MANUFACTURED STONE TRIM (Where applicable)ELDORADO GREY SKY SPLIT EDGE N/A N/A BODY COLOR #1 SW 0050 CLASSICAL LIGHT BUFF SHERWIN WILLIAMS STUCCO STUCCO TRIM STUCCO STUCCO TRIM FASCIA, LAP SIDING GARAGE DOOR, WOOD TRIM BODY COLOR #2 SW 7639 ETHEREAL MOOD SHERWIN WILLIAMS BASE STUCCO LAP SIDING, WOOD TRIM FASCIA GARAGE DOOR STUCCO STUCCO TRIM BODY COLOR #3 SW 6152 SUPERIOR BRONZE SHERWIN WILLIAMS FASCIA GARAGE DOOR LAP SIDING STUCCO POP-OUT ACCENT COLOR SW 6006 BLACK BEAN SHERWIN WILLIAMS CANOPY FRONT DOOR CANOPY FRONT DOOR CANOPY FRONT DOOR METAL RAILING SW 7675 SEALSKIN SHERWIN WILLIAMS ------ GARAGE DOOR WEATHER STRIP (Factory Finish)(Per Elevation)FEHR BROS. (or equal) BRONZE CLAYTONE ALMOND NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Lily Martinez. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 COLOR & MATERIALS SCHEME 3 & 4 50 100 200 300 FEET N11 &18 MULLHOLLAND N18 N11 N12 NEWBURY N11 & N18 - MULLHOLAND APRIL 11, 2017 SHEET TITLE SUBTITLE A4.11.41 N11 & N18 MULLHOLAND EXTERIOR COLOR & MATERIALS SCHEME 5 of 6 ‘ALL’ ELEVATIONS August 2, 2016 Project #2016035 BROOKFIELD HOMES MULLHOLAND (N-11 & N-18) Dublin, California MATERIAL COLOR MANUFACTURER ‘A’ ELEVATION ‘B’ ELEVATION ‘C’ ELEVATION ROOFING: Composition Shingle WEATHERED WOOD Landmark Series CERTAINTEED ------ METAL ROOFING ZINC GRAY CUSTOM BILT METALS ------ VINYL WINDOWS (Factory Finish)BRONZE MILGARD (or equal)------ MANUFACTURED STONE (Dry Stacked Joints)(Where applicable)ELDORADO GLACIER EUROPEAN LEDGE N/A 80% WILD OAT LONGITUDE 24 20% BURLAP ZEN 24 MANUFACTURED STONE TRIM (Where applicable)ELDORADO WHITE CLOUD SPLIT EDGE N/A N/A BODY COLOR #1 SW 7005 PURE WHITE SHERWIN WILLIAMS STUCCO STUCCO TRIM STUCCO STUCCO TRIM FASCIA, LAP SIDING GARAGE DOOR, WOOD TRIM BODY COLOR #2 SW 0037 MORRIS ROOM GREY SHERWIN WILLIAMS BASE STUCCO LAP SIDING, WOOD TRIM FASCIA GARAGE DOOR STUCCO STUCCO TRIM BODY COLOR #3 SW 2838 POLISHED MAHOGANY SHERWIN WILLIAMS FASCIA GARAGE DOOR LAP SIDING STUCCO POP-OUT ACCENT COLOR SW 0020 PEACOCK PLUME SHERWIN WILLIAMS CANOPY FRONT DOOR CANOPY FRONT DOOR CANOPY FRONT DOOR METAL RAILING SW 7675 SEALSKIN SHERWIN WILLIAMS ------ GARAGE DOOR WEATHER STRIP (Factory Finish)(Per Elevation)FEHR BROS. (or equal) BROWN CLAYTONE WHITE NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Lily Martinez. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 6 of 6 ‘ALL’ ELEVATIONS August 2, 2016 Project #2016035 BROOKFIELD HOMES MULLHOLAND (N-11 & N-18) Dublin, California MATERIAL COLOR MANUFACTURER ‘A’ ELEVATION ‘B’ ELEVATION ‘C’ ELEVATION ROOFING: Composition Shingle MOIRE BLACK Landmark Series CERTAINTEED ------ METAL ROOFING ZINC GREY CUSTOM BILT METALS ------ VINYL WINDOWS (Factory Finish)BRONZE MILGARD (or equal)------ MANUFACTURED STONE (Dry Stacked Joints)(Where applicable)ELDORADO COTTONWOOD EUROPEAN LEDGE N/A 80% SNOWDRIFT LONGITUDE 24 20% SOFT LIGHT ZEN 24 MANUFACTURED STONE TRIM (Where applicable)ELDORADO GREY SKY SPLIT EDGE N/A N/A BODY COLOR #1 SW 7641 COLONADE GRAY SHERWIN WILLIAMS STUCCO STUCCO TRIM STUCCO STUCCO TRIM FASCIA, LAP SIDING GARAGE DOOR, WOOD TRIM BODY COLOR #2 SW 7042 SHOJI WHITE SHERWIN WILLIAMS BASE STUCCO LAP SIDING, WOOD TRIM FASCIA GARAGE DOOR STUCCO STUCCO TRIM BODY COLOR #3 SW 7674 PEPPERCORN SHERWIN WILLIAMS FASCIA GARAGE DOOR LAP SIDING STUCCO POP-OUT ACCENT COLOR SW 2817 ROOKWOOD AMBER SHERWIN WILLIAMS CANOPY FRONT DOOR CANOPY FRONT DOOR CANOPY FRONT DOOR METAL RAILING SW 7675 SEALSKIN SHERWIN WILLIAMS ------ GARAGE DOOR WEATHER STRIP (Factory Finish)(Per Elevation)FEHR BROS. (or equal) TERRA BRONZE ALMOND CLAYTONE NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Lily Martinez. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 COLOR & MATERIALS SCHEME 5 & 6 PLAN 1CR PLAN 3BR PLAN 2AR AUGUST 22, 2016 Note: Artist’s conception; colors, materials and application may vary. May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY 1 N12 NEWBURY A.4.12.SS STREETSCENE UP 17R 20'-2"20'-11"x 2-Car Garage (20'x20' Req'd)30SC80210SC68246814'-6"9'-6"x Dining Rm. 17'-6"15'-7"x Living Room PANTRY 16'-0" x 7'-0" SECT. GAR. DOOR COATS STORAGE 207 CU. FT.2468 FLOOR ABOVE FLOOR ABOVEFX3020FX3020FX2020TEMP. GL.2650SHTEMP. GL.2650SH21068 3050SHTEMP. GL. SLIDER60763050SH 2650SH 2650SH A/C OPT. E/V CHARGEGASELEC.W/H TRASH TRASH TRASH 2650SH28SC68 FROSTED GL.FROSTED GL.FROSTED GL.REF. D.W. COOKTOP 26 LF CAB. SINK Kitchen Pwdr Entry Porch UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 U5 U11 U9 U12 U6 U4 U8 U10 U3 U1 U2 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.1 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. UP 17R DN 17R 24682868286826682468266826682068 BI-PASS6068 BI-PASS6068 BI-PASS6068 12'-6"10'-8"x Bed 2 16'-0"14'-2"x Owner's BedLINEN10'-10"11'-3"x Bed 3 11'-1"10'-8"x Bed 4 SEAT42x42 WALL LINE ABOVE/BELOW WALL LINE BELOWFX2020FX2020FX3050FX2020FX20204050SL 4050SL 3050SHTEMP. GL.2650SHTEMP. GL.2650SH TEMP. GL.2650SH 24683050SH 3050SH 3050SH WALL LINE BELOWWALL LINE ABOVEWALL LINE ABOVE FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.FROSTEDTEMP. GL.Bath 2 Owner's Bath Owner's Closet 25 LF Service WALL LINE BELOW DN 17R FX3030FXTEMP. GL.202026'-6"14'-1"x Opt. Bdrm. 5 Bonus/ WALL LINE BELOW 3050SH FX2030 3050SH FX3030FX3030FX2030 3030SH3030SH3030SH3030SHWALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.2 N12 NEWBURY UP 17R 20'-2"20'-11"x 2-Car Garage (20'x20' Req'd)210SC68246814'-6"9'-6"x Dining Rm. 17'-6"15'-7"x Living Room PANTRY 16'-0" x 7'-0" SECT. GAR. DOOR COATS STORAGE 207 CU. FT. 24 68 FLOOR ABOVE FLOOR ABOVEFX2020TEMP. GL.2650SHTEMP. GL.2650SH21068 TEMP. GL. SLIDER60762650SH 2650SH A/C OPT. E/V CHARGEGASELEC.W/H TRASH TRASH TRASH 28SC68FROSTED GL.REF. D.W. COOKTOP 26 LF CAB. SINK Kitchen Pwdr 30SC803650SH 2650SH 2050SH 2050SH FX2020FX2020FROSTED GL.FROSTED GL.Porch UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 U5 U11 U9 U12 U6 U4 U8 U10 U3 U1 U2 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.3 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. UP 17R DN 17R 24682868286826682468266826682068 BI-PASS6068 BI-PASS6068 BI-PASS6068 12'-6"10'-8"x Bed 2 16'-0"14'-2"x Owner's BedLINEN10'-10"11'-3"x Bed 3 11'-1"10'-8"x Bed 4 SEAT42x42 WALL LINE ABOVE/BELOW WALL LINE BELOWFX2020FX2020FX3050FX2020FX20204050SL 4050SL 3050SHTEMP. GL.2650SHTEMP. GL.2650SH TEMP. GL.2650SH 2468WALL LINE ABOVEWALL LINE ABOVE FROSTED GL.FROSTED GL.FROSTED GL.ROSTED GL.FROSTEDTEMP. GL.Bath 2 Owner's Bath Owner's Closet 25 LF Service 3650SH2050SH 2050SH 1036SH WALL LINE BELOW SEAT WALL LINE BELOW DN 17R FX3030FXTEMP. GL.202026'-6"14'-1"x Opt. Bdrm. 5 Bonus/ 3050SH3050SH FX3030FX30303030SH3030SH3030SH3030SHFX2030 FX3030 FX2030 WALL LINE BELOW WALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.4 N12 NEWBURY UP 17R 20'-2"20'-11"x 2-Car Garage (20'x20' Req'd)30SC80210SC68246814'-6"9'-6"x Dining Rm. 17'-6"15'-7"x Living Room PANTRY 16'-0" x 7'-0" SECT. GAR. DOOR COATS STORAGE 207 CU. FT.2468FLOOR ABOVE FLOOR ABOVEFX3020FX3020FX2020210683050SH3050SH A/C OPT. E/V CHARGEGASELEC.W/H TRASH TRASH TRASH 28SC68FROSTED GL.FROSTED GL.FROSTED GL.REF. D.W. COOKTOP 26 LF CAB. SINK Kitchen Pwdr Entry Porch 3050SH 3050SHTEMP. GL.3050SHTEMP. GL.3050SHTEMP. GL. SL.6076UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U5 U11 U9 U12 U6 U4 U8 U10 U3 U1 U2 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.5 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. UP 17R DN 17R 24682868286826682468266826682068BI-PASS6068 BI-PASS6068 BI-PASS6068 12'-6"10'-8"x Bed 2 16'-0"14'-2"x Owner's BedLINEN10'-10"11'-3"x Bed 3 11'-1"10'-8"x Bed 4 SEAT42x42 WALL LINE ABOVE/BELOW WALL LINE BELOWFX2020FX2020FX3050FX2020FX20204050SL 4050SL 3050SH2468WALL LINE ABOVEWALL LINE ABOVE FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.FROSTEDTEMP. GL.Bath 2 Owner's Bath Owner's Closet 25 LF Service TEMP. GL.2650SH TEMP. GL.2650SHTEMP. GL.2650SHTEMP. GL. SL.6076 3050SHBalcony WALL LINE BELOW DN 17R FX3030FXTEMP. GL.202026'-6"14'-1"x Opt. Bdrm. 5 Bonus/ 3050SH3050SH FX3030FX30303030SH3030SH3030SH3030SHFX2036 FX2036FX2036 WALL LINE BELOW WALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.6 N12 NEWBURY 4:12 4:12 4:124:124:124:124:124:12 4:12 4:124:12 4:124:12 4:12 4:12 4:124:124:124:124:12 4:12 4:12 4:12 4:124:124:124:124:124:12 4:12 4:12 4:12 4:124:12 4:124:12 4:125:12 4:124:124:124:12 4:12 4:12 4:124:124:124:124:124:12 4:12 4:12 4:124:12 4:124:12FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.7 N12 NEWBURY Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.8 N12 NEWBURY A - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 4 ROOF: CONCRETE SLATE TILE ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO #1 BODY: STUCCO BODY #2 TRIM: 2X6 STUCCO FOAM TRIM WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE POST: 6X6 WOOD SMOOTH FINISH SIDING HORIZONTAL SIDING 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 10 8 4 3 6 9 6 9 5 1111 12 12 Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.9 N12 NEWBURY B - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 5 ROOF: CONCRETE SLATE TILE ROOF / METAL ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO OVER FOAM TRIM VENEER: CONCRETE MASONRY BLOCK OR MANUFACTURED STONE - LEDGECUT WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR ADDRESS PANEL LIGHT FIXTURE POSTS: 6X6 WOOD SMOOTH FINISH 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 11 9 7 3 4 10 8 10 6 5 6 12 12 6 Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.10 N12 NEWBURY C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 1 ROOF: CONCRETE SLATE TILE ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING VENEER: CONCRETE MASONRY BLOCK OR MANUFACTURED STONE - CLIFFSTONE WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR: RAILING: METAL/OR WOOD ADDRESS PANEL LIGHT FIXTURE POSTS: 6X6 WOOD SMOOTH FINISH 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 11 8 6 3 4 10 7 10 5 5 9 4 12 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.11 N12 NEWBURY PLAN 1 'C' TYPICAL ISOMETRIC VIEW PLAN 1C - FRONT LEFT CORNER PLAN 1C - FRONT RIGHT INTERIOR COLOR SCHEME #1 COLOR SCHEME #1 CONCRETE FLAT TILE POSTS - 6X6 WOOD (SMOOTH FINISH) FIBER CEMENT HORIZONTAL LAP SIDING VINYL WINDOWS COVERED ENTRY PORCH FIBERGLASS ENTRY DOOR - ACCENT COLOR CEILING LIGHT FIXTURE PROVIDED RAILING (METAL OR WOOD) STUCCO WITH SCREED LINES CANTILEVER BALCONY OVER ENTRY GLASS SLIDER FIBER CEMENT HORIZONTAL LAP SIDING ADDRESS NUMBER ADDRESS NUMBER Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.12 N12 NEWBURY B - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 5 ROOF: CONCRETE SLATE TILE ROOF / METAL ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO OVER FOAM TRIM VENEER: CONCRETE MASONRY BLOCK OR MANUFACTURED STONE - LEDGECUT WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR ADDRESS PANEL LIGHT FIXTURE POSTS: 6x6 WOOD SMOOTH FINISH 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 3 11 7 4 10 6 3 11 9 4 2 12 17'-0"14'-1"x Living Room 30SC8014'-6"11'-6"x Dining Rm. 10'-2"10'-9"x Bed 4 17R 24682468STOR. 207 CU. FT. 16'-0" x 7'-0" SECT. GAR. DOOR FLOOR ABOVE 4050SL 3050SH 3050SH 21068210SC68 210684050SLTEMP. GL.3050SHTEMP. GL.3050SHOPT. E/V CHARGEGASELEC.TRASH TRASH TRASH 20'-3"23'-0"x 2-Car Garage (20'x20' Req'd) W/H 28SC68UP REF. COOKTOP PANTRY D.W. SINK 22 LF CAB.Kitchen Ba 3 Entry Porch A/C WALL LINE BELOWALIGN W/ WINDOW ABOVE UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 U3 U1 U2 U6 U4 U8 U10 U5 U11 U9 U12 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.13 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. 10'-6"12'-7"x Bed 2 12'-3"11'-0"x Bed 3 16'-9"14'-9"x Owner's Bed 24682468BI-PASS5068 24682668 2868 2868DN 17R UP 17R 2668 BI-PASS5068LOW LINENFLOOR ABOVE WALL LINE BELOW LINEN FX2050FX2050 TEMP. GL.4050SLSEAT48x42 4 LF 4.17 LF4.5 LF8.2 LF4 LF FX2640FX2640FX2640FX20404050SL 4050SLTEMP. GL.2050SHFX2020FX20202040SH 4050SL2040SH2468 FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.WALL LINE BELOW Bath 2 Owner's Bath Owner's Closet 25 LF Service ALIGN W/ WINDOW BELOW 18'-4"16'-4"x Opt. Bed 5 WALL LINE BELOW DN 17R FX2640FX2640FXTEMP. GL.2640OPEN TO BELOW 3050SH3050SH3050SH TEMP. GL.2040SH FX2020 Bonus/ FX2020 FX2036FX2036 FX2020 FX2020 FX2020 FX2020 WALL LINE BELOW WALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.14 N12 NEWBURY 17'-0"14'-1"x Living Room 30SC8014'-6"11'-6"x Dining Rm. 10'-2"10'-9"x Bed 4 17R 24682468STOR. 207 CU. FT. 16'-0" x 7'-0" SECT. GAR. DOOR FLOOR ABOVE 21068210SC68 21068TEMP. GL.3050SHTEMP. GL.3050SHOPT. E/V CHARGEGASELEC.TRASH TRASH TRASH 20'-3"23'-0"x 2-Car Garage (20'x20' Req'd) W/H 28SC68UP REF. COOKTOP PANTRY D.W. SINK 22 LF CAB.Kitchen Ba 3 Entry A/C 2650SH 2650SH2650SH 3050SH3050SH3050SH UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 U3 U1 U2 U6 U4 U8 U10 U5 U11 U9 U12 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.15 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. 10'-6"12'-7"x Bed 2 12'-3"11'-0"x Bed 3 16'-9"14'-9"x Owner's Bed 24682468BI-PASS5068 24682668 2868 2868DN 17R UP 17R 2668 BI-PASS5068LOW LINENFLOOR ABOVE WALL LINE BELOW LINEN SEAT48x42 4 LF 4.17 LF4.5 LF8.2 LF4 LF FX2640FX2640FX2640FX20404050SL 4050SLFX20202040SH 2040SH2468FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.Bath 2 Owner's Bath Owner's Closet 25 LF Service TEMP. GL.2650SH TEMP. GL.2650SHTEMP. GL.2650SH3050SH 3050SH 3050SH 3050SHWALL LINE BELOW 18'-4"16'-4"x Opt. Bed 5 WALL LINE BELOW DN 17R FX2640FX2640FXTEMP. GL.2640OPEN TO BELOW 3050SH3050SH3050SH TEMP. GL.2040SH Bonus/ WALL LINE BELOW WALL LINE BELOW 2650SH2650SH FX2640FX2640 FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.16 N12 NEWBURY 17'-0"14'-1"x Living Room 30SC8014'-6"11'-6"x Dining Rm. 10'-2"10'-9"x Bed 4 17R 24682468STOR. 207 CU. FT. 16'-0" x 7'-0" SECT. GAR. DOOR FLOOR ABOVE 3050SH 3050SH 21068210SC68 21068TEMP. GL.3050SHTEMP. GL.3050SHOPT. E/V CHARGEGASELEC.TRASH TRASH TRASH 20'-3"23'-0"x 2-Car Garage (20'x20' Req'd) W/H 28SC68UP REF. COOKTOP PANTRY D.W. SINK 22 LF CAB.Kitchen Ba 3 Entry A/C 3050SH 3050SH3050SH UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U1 U2 U3 U6 U4 U8 U10 U5 U11 U9 U12 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.17 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. 10'-6"12'-7"x Bed 2 12'-3"11'-0"x Bed 3 16'-9"14'-9"x Owner's Bed 24682468BI-PASS5068 24682668 2868 2868DN 17R UP 17R 2668 BI-PASS5068LOW LINENFLOOR ABOVE WALL LINE BELOW LINEN SEAT48x42 4 LF 4.17 LF4.5 LF8.2 LF4 LF FX2640FX2640FX2640FX20404050SL 4050SLFX20202040SH 2040SH2468FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.FROSTED GL.Bath 2 Owner's Bath Owner's Closet 25 LF Service 3050SH 3050SH 3050SH FX2020FROSTED GL.TEMP. GL.3050SHTEMP. GL.3050SHWALL LINE BELOW 18'-4"16'-4"x Opt. Bed 5 DN 17R .OPEN TO BELOW 3050SH3050SH3050SH TEMP. GL.2040SH Bonus/ WALL LINE BELOW FX2640TEMP. GL.2640SHFX26402040SH2040SH 2040SH FX2040 FX2040 FX2040 WALL LINE BELOW WALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.18 N12 NEWBURY 4:124:12 4:12 4:124:124:12 4:124:124:12 4:12 4:12 4:125:12 4:12 4:124:124:124:12 5:125:124:12 4:124:124:12 4:12 4:124:124:12 4:124:124:124:124:12 4:12 4:124:12 4:12 4:124:125:12 4:12 4:124:12 4:12 4:124:124:12 4:124:124:124:124:12 4:12 4:124:12 4:12 4:124:125:12 4:12 FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.19 N12 NEWBURY Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.20 N12 NEWBURY A - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 3 ROOF: CONCRETE SLATE TILE ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO #1 BODY: STUCCO BODY #2 TRIM: 2X6 STUCCO OVER FOAM TRIM WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE VENEER MANUFACTURED STONE - SIERRA CUT; WITH STONE ACCENT SNAPPED EDGE WAINSCOT SILL METAL AWNING 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 8 4 3 6 9 7 9 12 10 5 5 11 11 11 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.21 N12 NEWBURY PLAN 2 'A' TYPICAL ISOMETRIC VIEW PLAN 2A - FRONT LEFT CORNER PLAN 2A - FRONT RIGHT INTERIOR COLOR SCHEME #3 COLOR SCHEME #3 CONCRETE FLAT TILE VINYL WINDOWS METAL AWNINGS VINYL WINDOWS LIGHT FIXTURE FIBERGLASS FRONT ENTRY DOOR ACCENT COLOR STUCCO #2- ACCENT COLOR STUCCO POP-OUT STUCCO #1 STUCCO WITH SCREED LINES METAL AWNINGS ADDRESS NUMBER Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.22 N12 NEWBURY B - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 2 ROOF: CONCRETE SLATE TILE ROOF ROOF: METAL ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO FOAM TRIM VENEER: CONCRETE MASONRY BLOCK OR MANUFACTURED STONE - CLIFFSTONE WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR ADDRESS PANEL LIGHT FIXTURE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 3 10 5 4 8 11 9 11 12 6 6 4 7 2 Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.23 N12 NEWBURY C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 7 ROOF: CONCRETE SLATE TILE ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO FOAM TRIM VENEER: CONCRETE MASONRY BLOCK OR MANUFACTURED STONE - COASTAL REEF WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 1 2 9 7 10 8 10 11 5 5 3 6 4 5 6 6 Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.24 N12 NEWBURY 1 2 8 6 9 5 3 3 5 10 7 4 4 4 MATERIAL LIST: SEE PAGE A4.12.20 Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.25 N12 NEWBURY 1 3 10 8 11 6 4 2 6 7 12 9 5 5 7 3 MATERIAL LIST: SEE PAGE A4.12.22 Note: Artist’s conception; colors, materials and application may vary. APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.26 N12 NEWBURY 1 2 9 7 10 5 3 6 4 5 6 11 8 4 3 MATERIAL LIST: SEE PAGE A4.12.23 2650SH3050SH11'-2"10'-8"x Bed 4 14'-0"16'-0"x Family Room 16'-0" x 7'-0" SECT. GAR. DOOR 20'-3"24'-0"x 2-Car Garage (20'x20' Req'd) 30 SC80 2468UP 17R 11'-0"13'-0"x Dining Room STOR. 260 CU. FT. 1636SH FLOOR ABOVE FLOOR ABOVE 210SC682106821068 2650SH TEMP. GL.2650SHTEMP. GL. SLIDER80762650SH2650SH A/C OPT. E/V CHARGEGASELEC.TRASH TRASH TRASH W/H 28SC6820682468COATSPANTRY REF. COOKTOP Ba. 3 D.W. SINK Entry Porch 25 LF CAB.Kitchen 2650SH3050SH11'-2"10'-8"x Bed 4 14'-0"16'-0"x Family Room 16'-0" x 7'-0" SECT. GAR. DOOR 20'-3"24'-0"x 2-Car Garage (20'x20' Req'd) 30 SC80 2468UP 17R 11'-0"13'-0"x Dining Room STOR. 260 CU. FT. 1636SH FLOOR ABOVE FLOOR ABOVE 210SC682106821068 2650SH TEMP. GL.2650SHTEMP. GL. SLIDER80762650SH2650SH A/C OPT. E/V CHARGEGASELEC.TRASH TRASH TRASH W/H 28SC6820682468COATSPANTRY REF. COOKTOP Ba. 3 D.W. SINK Entry Porch 25 LF CAB.Kitchen UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 U3 U1 U2 U6 U4 U8 U10 U5 U11 U9 U12 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.27 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. 3050SH 3050SH2468266811'-0"12'-3"x Bed 2 15'-1"15'-0"x Owner's Bed 2668 DN 17R 11'-0"11'-1"x Bed 3 2468 2468 28682868 BI-PASS5068 UP 17R BI-PASS5068 LOW LINENFX2040WALL LINE BELOW FX2040TEMP. GL.2650SH 8'-0"12'-5"x Loft FX20204050SL 4050SL 4050SLFLOOR ABOVETEMP. GL.2040SH42x422468 TEMP. GL.2650SH2040SHTEMP. GL.2650SH 3050SH FX2040OPEN TO ABOVE FLOOR ABOVE SEAT FX2020Owner's Closet 27 LF Bath 2 Owner's Bath Service WALL LINE BELOW 3050SH 3050SH2468266811'-0"12'-3"x Bed 2 15'-1"15'-0"x Owner's Bed 2668 DN 17R 11'-0"11'-1"x Bed 3 2468 2468 28682868 BI-PASS5068 UP 17R BI-PASS5068 LOW LINENFX2040WALL LINE BELOW FX2040TEMP. GL.2650SH 8'-0"12'-5"x Loft FX20204050SL 4050SL 4050SLFLOOR ABOVETEMP. GL.2040SH42x422468 TEMP. GL.2650SH2040SHTEMP. GL.2650SH 3050SH FX2040OPEN TO ABOVE FLOOR ABOVE SEAT FX2020Owner's Closet 27 LF Bath 2 Owner's Bath Service WALL LINE BELOW ALIGN W/ WINDOW ABOVE ALIGN W/ WINDOW ABOVE 20'-1"23'-7"x Opt. Bed 5 DN17ROPEN TO BELOW WALL LINE BELOW FX2046 Bonus/ FX2046 FX2020FX2020FX30203050SH3050SH 3050SH 3050SH 3050SH FXTEMP. GL.1616FXTEMP. GL.1616 FX2036 FXTEMP. GL.16163050SH FX3020FX2020FX2020FXTEMP. GL.1616LOW LINEN WALL LINE BELOW WALL LINE BELOW 20'-1"23'-7"x Opt. Bed 5 DN17ROPEN TO BELOW WALL LINE BELOW FX2046 Bonus/ FX2046 FX2020FX2020FX30203050SH3050SH 3050SH 3050SH 3050SH FXTEMP. GL.1616FXTEMP. GL.1616 FX2036 FXTEMP. GL.16163050SH FX3020FX2020FX2020FXTEMP. GL.1616LOW LINEN WALL LINE BELOW WALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.28 N12 NEWBURY 2650SH3050SH11'-2"10'-8"x Bed 4 14'-0"16'-0"x Family Room 16'-0" x 7'-0" SECT. GAR. DO 20'-3"24'-0"x 2-Car Garage (20'x20' Req'd) 30 SC80 2468UP 17R 11'-0"13'-0"x Dining Room STOR. 260 CU. FT. 1636SH FLOOR ABOVE FLOOR ABOVE 210SC682106821068 2650SH 2650SHTEMP. GL. SLIDER80762650SH2650SH A/C OPT. E/V CHARGEGASELEC.TRASH TRASH TRASH W/H 28SC6820682468COATSPANTRY REF. COOKTOP Ba. 3 D.W. SINK Entry Porch 25 LF CAB.Kitchen UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 U3 U1 U2 U6 U4 U8 U10 U5 U11 U9 U12 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.29 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. 2468266811'-0"12'-3"x Bed 2 15'-1"15'-0"x Owner's Bed 2668 DN 17R 11'-0"11'-1"x Bed 3 2468 2468 28682868 BI-PASS5068 UP 17R BI-PASS5068 LOW LINENWALL LINE BELOW FX2040TEMP. GL.2650SH 8'-0"12'-5"x Loft FX20204050SL 4050SL 4050SLFLOOR ABOVETEMP. GL.2040SH42x422468 TEMP. GL.2650SH2040SHTEMP. G2650SH OPEN TO ABOVE FLOOR ABOVE SEAT FX2020Owner's Closet 27 LF Bath 2 Owner's Bath Service FX2040FX2040FX20405050SL 2650SH2650SH WALL LINE BELOW 20'-1"23'-7"x Opt. Bed 5 DN17ROPEN TO BELOW Bonus/3050SH3050SH 3050SH 3050SH 3050SH 3050SHWALL LINE BELOW FX2030 FX2030 FX2030 FXTEMP. GL.2616 FXTEMP. GL.2616 FX2616 FX2616FXTEMP. GL.2616FXTEMP. GL.2616FX2030FX2030FX2030FX2030FX2030FX2016FX2016 WALL LINE BELOW WALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.30 N12 NEWBURY 3050SH11'-2"10'-8"x Bed 4 14'-0"16'-0"x Family Room 16'-0" x 7'-0" SECT. GAR. DO 20'-3"24'-0"x 2-Car Garage (20'x20' Req'd) 30 SC80 2468UP 17R 11'-0"13'-0"x Dining Room STOR. 260 CU. FT. 1636SH FLOOR ABOVE FLOOR ABOVE 210SC682106821068 TEMP. GL. SLIDER8076A/C OPT. E/V CHARGEGASELEC.TRASH TRASH TRASH W/H 28SC6820682468COATSPANTRY REF. COOKTOP Ba. 3 D.W. SINK Entry Porch 25 LF CAB.Kitchen 3650SH TEMP. GL.3650SH3650SH UNIVERSAL DESIGN KEYNOTES U1 MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. MANDATORY TO OFFER: EYEHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U4 MANDATORY TO INSTALL: GRAB BAR REINFORCEMENT FOR WATER CLOSET (TOILET) AND SHOWER OR BATHTUB AT PRIMARY FLOOR POWDER ROOM/ BATHROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U5 MANDATORY TO INSTALL: FAUCETS AND HANDLES NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U6 MANDATORY TO OFFER: CLEAR SPACE IN THE BATH OR POWDER ROOM CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A, OR OUTSIDE OF THE SWING OF THE DOOR AND EITHER A 48" DIA. CIRCLE, 48" X 60" RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/ OWNER. U7 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1 U8 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A FOR THE WATER CLOSET (TOILET), SHOWER/ BATH, OR LAVATORY, OR ANY COMBINATION THEREOF, AT THE OPTION OF THE PURCHASER/ OWNER. U9 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U11 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/ SINK. U12 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U13 MANDATORY TO INSTALL: KITCHEN SINK CONTROLS NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U14 MANDATORY TO OFFER: AT KITCHEN, ONE OR MORE OF THE FOLLOWING AT THE PURCHASER/ OWNER'S OPTION, AT LEAST A 30" X 48" CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH, IF AVAILABLE) OR AT LEAST ONE 18" WIDE BREADBOARD AND/ OR AT LEAST 18" IN COUNTER SPACE AT A 34" HEIGHT OR AND COMBINATION THEREOF, A 30" X 48" CLEAR SPACE IN FRONT OF REFRIGERATOR, DISHWASHER AND ANY OTHER MAJOR KITCHEN APPLIANCE AT THE OPTION OF THE PURCHASER/ OWNER. U15 MANDATORY TO OFFER: ADJUSTABLE SINK AND/ OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U16 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U17 MANDATORY TO OFFER: ACCESSIBLE INTERIOR ROUTE CONSISTENT WITH THE REQUIREMENTS OF ORDINANCE NO. 21-07 CITY OF DUBLIN MUNICIPAL CODE 7.90.070 INTERIOR ROUTES INSTALLED AT THE REQUEST AND COST OF THE PURCHASER/ OWNER. NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THIS UNIVERSAL DESIGN OPTION. MANDATORY TO INTALL: 1.HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 2.ROCKER LIGHT SWITCHES AND CONTROL OR LIGHT SWITCHES AND CONTROLS MEETING THE REQUIREMENTS OF ANSI 117.1 OR THE CBC CHAPTER 11A. 3.THE INSTALLATION OF ALL RECEPTACLES OUTLETS, LIGHTING CONTROLS AND ENVIRONMENTAL CONTROLS THROUGHOUT THE RESIDENTIAL DWELLING UNIT MUST COMPLY WITH THE CBC CHAPTER 11A OR APPLICABLE PROVISIONS OF THE CALIFORNIA ELECTRICAL CODE. FEET24812 U17 MANDATORY TO OFFER: PROVIDE 2X6 REINFORCEMENT BETWEEN +32" AND +38" ON ONE OR BOTH SIDES OF ACCESSIBLE INTERIOR ROUTE PER UNIVERSAL DESIGN REQ. SEC. 7.90.070 U3 U1 U2 U6 U4 U8 U10 U5 U11 U9 U12 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.31 N12 NEWBURY Homes have a Reciprocal Side yard Easement. Easement occurs at the side where the A/C, Trash, Utility are located. 2468266811'-0"12'-3"x Bed 2 15'-1"15'-0"x Owner's Bed 2668 DN 17R 11'-0"11'-1"x Bed 3 2468 2468 28682868 BI-PASS5068 UP 17R BI-PASS5068 LOW LINENWALL LINE BELOW FX20408'-0"12'-5"x Loft 4050SL 4050SL 4050SLFLOOR ABOVETEMP. GL.2040SH42x4224682040SH OPEN TO ABOVE FLOOR ABOVE FX2020Owner's Closet 27 LF Bath 2 Owner's Bath Service 3050SH 3050SH 3050SH FX3050FX2016 FX2016 FX2016TEMP. GL.4050SLFX2040FX2040FX2040WALL LINE BELOW 20'-1"23'-7"x Opt. Bed 5 DN17ROPEN TO BELOW WALL LINE BELOW Bonus/3050SH3050SH 3050SH 3050SH 3050SH 3050SHWALL LINE BELOW FX2040 FX2040FX2040FX2040FX2040FXTEMP. GL.3016 FXTEMP. GL.3016 FX3016TEMP. GL.2616SLFX2040FX2040 WALL LINE BELOW WALL LINE BELOW FEET24812 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.32 N12 NEWBURY 5:12 5:125:124:124:124:124:124:124:124:12 4:124:124:12 4:12 4:12 4:125:12 5:125:124:12 4:124:124:12 5:12 5:125:124:124:124:12 4:124:124:124:12 4:124:12 4:12 4:12 4:124:125:124:124:12 4:12 5:12 5:125:124:124:124:124:124:124:124:124:12 4:124:124:12 4:12 5:12 5:12 4:12 4:124:124:12 FEET24812 May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.33 N12 NEWBURY Note: Artist’s conception; colors, materials and application may vary. May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.34 N12 NEWBURY A - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 9 ROOF: CONCRETE SLATE TILE ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO #1 BODY: STUCCO BODY #2 TRIM: 2X6 STUCCO OVER FOAM TRIM WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE VENEER: MANUFACTURED STONE - SIERRA CUT; WITH STONE ACCCENT SNAPPED EDGE WAINSCOT SILL POSTS: 6X6 WOOD SMOOTH FINISH 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 8 3 6 9 4 7 10 5 55 4 12 11 11 12 9 Note: Artist’s conception; colors, materials and application may vary. May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.35 N12 NEWBURY B - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 6 ROOF: CONCRETE SLATE TILE ROOF / METAL ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO FOAM TRIM VENEER: MANUFACTURED STONE - LEDGECUT OR CONCRETE MASONRY BLOCK WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE POSTS: 6X6 WOOD SMOOTH FINISH 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 9 4 3 7 10 8 10 11 5 5 1 6 4 12 12 66 May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.36 N12 NEWBURY PLAN 3 'B' TYPICAL ISOMETRIC VIEW PLAN 3B - FRONT LEFT CORNER PLAN 3B - FRONT RIGHT INTERIOR COLOR SCHEME #6 COLOR SCHEME #6 CONCRETE FLAT TILE POSTS: 6X6 WOOD SMOOTH FINISH METAL ROOF VINYL WINDOWS ADDRESS NUMBER FIBERGLASS FRONT ENTRY DOOR ACCENT COLOR CEILING LIGHT FIXTURE PROVIDED STUCCO WITH SCREED LINES FIBER CEMENT HORIZONTAL SIDING LIGHT FIXTURE Note: Artist’s conception; colors, materials and application may vary. May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.37 N12 NEWBURY C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 8 ROOF: CONCRETE SLATE TILE ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO FOAM TRIM VENEER: CONCRETE MASONRY BLOCK OR MANUFACTURED STONE - COASTAL REEF WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE AWNING: METAL GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 10 3 3 7 11 7 8 6 12 5 5 9 6 4 6 4 3 5 11 Note: Artist’s conception; colors, materials and application may vary. May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.38 N12 NEWBURY B - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 6 ROOF: CONCRETE SLATE TILE ROOF / METAL ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO FOAM TRIM VENEER: MANUFACTURED STONE - LEDGECUT OR CONCRETE MASONRY BLOCK WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 1 2 10 5 3 3 5 1111 9 4 6 11 4 7 Note: Artist’s conception; colors, materials and application may vary. May 9, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.39 N12 NEWBURY C - ELEVATIONS: BUILDING MATERIALS: COLOR SCHEME 8 ROOF: CONCRETE SLATE TILE ROOF FASCIA/GUTTER TYPICAL BODY: STUCCO BODY: FIBER CEMENT HORIZONTAL SIDING TRIM: 2X6 STUCCO FOAM TRIM VENEER: CONCRETE MASONRY BLOCK OR MANUFACTURED STONE - COASTAL REEF WINDOWS: VINYL WINDOWS WITH FACTORY PAINT FINISH FRONT DOOR: ACCENT COLOR, PAINT GRADE AWNING: METAL GARAGE DOOR: ADDRESS PANEL LIGHT FIXTURE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 2 6 5 4 3 5 12 10 4 12 3 6 911 7 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.40 N12 NEWBURY EXTERIOR COLOR & MATERIALS SCHEME 2 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4530 WEATHERED ADOBE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)MESQUITE CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7050 USEFUL GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 6108 LATTE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6118 LEATHER BOUND SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 2846 ROYCROFT BRONZE GREEN SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. SCHEME 2 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 1 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4687 BROWN GRAY (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST SAND PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BANFF SPRINGS CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 390 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6098 PACER WHITE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7037 BALANCED BEIGE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7046 ANONYMOUS SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7624 SLATE TILE SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. SCHEME 1 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 3 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile SCB 8825 CORONA DEL MAR (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST SAND PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SEASHELL CUT COURSE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7526 MAISON BLANCHE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7744 ZEUS SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6173 COCOON SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6069 FRENCH ROAST SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. SCHEME 3 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 COLOR & MATERIALS SCHEMES 1- 3 EXTERIOR COLOR & MATERIALS SCHEME 1 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4687 BROWN GRAY (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST SAND PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BANFF SPRINGS CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 390 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6098 PACER WHITE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7037 BALANCED BEIGE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7046 ANONYMOUS SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7624 SLATE TILE SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 1 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4687 BROWN GRAY (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST SAND PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BANFF SPRINGS CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 390 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6098 PACER WHITE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7037 BALANCED BEIGE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7046 ANONYMOUS SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7624 SLATE TILE SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 2 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4530 WEATHERED ADOBE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)MESQUITE CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7050 USEFUL GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 6108 LATTE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6118 LEATHER BOUND SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 2846 ROYCROFT BRONZE GREEN SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 2 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4530 WEATHERED ADOBE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)MESQUITE CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7050 USEFUL GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 6108 LATTE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6118 LEATHER BOUND SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 2846 ROYCROFT BRONZE GREEN SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 3 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile SCB 8825 CORONA DEL MAR (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST SAND PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SEASHELL CUT COURSE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7526 MAISON BLANCHE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7744 ZEUS SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6173 COCOON SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6069 FRENCH ROAST SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 3 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile SCB 8825 CORONA DEL MAR (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST SAND PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SEASHELL CUT COURSE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7526 MAISON BLANCHE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7744 ZEUS SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6173 COCOON SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6069 FRENCH ROAST SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.41 N12 NEWBURY EXTERIOR COLOR & MATERIALS SCHEME 4 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4697 SLATE RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BANFF SPRINGS CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 397 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7101 FUTON SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7541 GRECIAN IVORY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7638 JOGGING PATH SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6237 DARK NIGHT SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 5 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SAGE LEDGECUT 33 ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 136 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7016 MINDFUL GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7045 INTELLECTUAL GRAY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 9090 CARAIBE SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 9154 PERLE NOIR SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. SCHEME 5 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 SCHEME 4 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 6 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4511 FLINTRIDGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SAGE LEDGECUT 33 ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 320 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6170 TECHNO GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 2821 DOWNING STONE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7060 ATTITUDE GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6222 RIVERWAY SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. SCHEME 6 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 COLOR & MATERIALS SCHEMES 4 - 6 EXTERIOR COLOR & MATERIALS SCHEME 4 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4697 SLATE RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BANFF SPRINGS CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 397 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7101 FUTON SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7541 GRECIAN IVORY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7638 JOGGING PATH SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6237 DARK NIGHT SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 4 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4697 SLATE RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BANFF SPRINGS CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 397 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7101 FUTON SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7541 GRECIAN IVORY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7638 JOGGING PATH SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6237 DARK NIGHT SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 5 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SAGE LEDGECUT 33 ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 136 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7016 MINDFUL GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7045 INTELLECTUAL GRAY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 9090 CARAIBE SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 9154 PERLE NOIR SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 2 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4530 WEATHERED ADOBE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)MESQUITE CLIFFSTONE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7050 USEFUL GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 6108 LATTE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6118 LEATHER BOUND SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 2846 ROYCROFT BRONZE GREEN SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 6 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4511 FLINTRIDGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SAGE LEDGECUT 33 ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 320 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6170 TECHNO GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 2821 DOWNING STONE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 7060 ATTITUDE GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6222 RIVERWAY SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 3 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile SCB 8825 CORONA DEL MAR (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST SAND PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SEASHELL CUT COURSE ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 345 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7526 MAISON BLANCHE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7744 ZEUS SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6173 COCOON SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 6069 FRENCH ROAST SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 APRIL 11, 2017 N11 &18 MULLHOLLAND N12 NEWBURY N12 NEWBURY A4.12.42 N12 NEWBURY EXTERIOR COLOR & MATERIALS SCHEME 7 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4690 PEWTER BRONZE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SANIBEL COASTAL REEF ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 225 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7637 OYSTER WHITE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7547 SANDBAR SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 0024 CURIO GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7703 EARTHEN JUG SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 8 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SANIBEL COASTAL REEF ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 375 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6149 RELAXED KHAKI SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 2827 COLONIAL REVIVAL STONE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 0038 LIBRARY PEWTER SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 2846 ROYCROFT BRONZE GREEN SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. SCHEME 8 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 SCHEME 7 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 9 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4687 BROWN GRAY (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BIRCH LEDGECUT 33 ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 397 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 9165 GOSSAMER VEIL SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7051 ANALYTICAL GRAY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6199 RARE GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7645 THUNDER GRAY SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7048 URBANE BRONZE SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. SCHEME 9 of 9 Universal Schemes February 3, 2017 Project #2016034 CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California EXTERIOR COLOR & MATERIALS ROOFING METAL CANOPIES & ROOF MANUFACTURED STONE MANUFACTURED STONE @ PLANS 2A & 3A CONCRETE MASONRY UNIT STUCCO COLOR #1 STUCCO COLOR #2 SIDING COLOR (applied to): Fascia Trim Garage Door Siding ACCENT COLOR (applied to): Front Door William Hezmalhalch Architects, Inc. © 2017 www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 COLOR & MATERIALS SCHEMES 7 - 9 EXTERIOR COLOR & MATERIALS SCHEME 7 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4690 PEWTER BRONZE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SANIBEL COASTAL REEF ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 225 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7637 OYSTER WHITE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7547 SANDBAR SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 0024 CURIO GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7703 EARTHEN JUG SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 7 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4690 PEWTER BRONZE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SANIBEL COASTAL REEF ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 HIDDEN CREEK ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A COASTAL SAND (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 225 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 7637 OYSTER WHITE SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7547 SANDBAR SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 0024 CURIO GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7703 EARTHEN JUG SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 8 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SANIBEL COASTAL REEF ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 375 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6149 RELAXED KHAKI SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 2827 COLONIAL REVIVAL STONE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 0038 LIBRARY PEWTER SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 2846 ROYCROFT BRONZE GREEN SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 8 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)SANIBEL COASTAL REEF ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 375 - SHOT BLAST BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 6149 RELAXED KHAKI SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 2827 COLONIAL REVIVAL STONE SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 0038 LIBRARY PEWTER SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 2846 ROYCROFT BRONZE GREEN SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7020 BLACK FOX SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 EXTERIOR COLOR & MATERIALS SCHEME 9 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4687 BROWN GRAY (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BIRCH LEDGECUT 33 ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 397 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 9165 GOSSAMER VEIL SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7051 ANALYTICAL GRAY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6199 RARE GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7645 THUNDER GRAY SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7048 URBANE BRONZE SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. EXTERIOR COLOR & MATERIALS SCHEME 9 of 9 Universal Schemes November 11, 2016 Project #2016034.00CALATLANTIC HOMES NEWBURY @ BOULEVARD N-12 Dublin, California MATERIAL COLOR MANUFACTURER ROOFING: Concrete Slate Tile 4687 BROWN GRAY (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)WEST CLAY PLYGEM (or equal) MANUFACTURED STONE (Dry Stacked Joints)BIRCH LEDGECUT 33 ELDORADO (or equal) 1 MANUFACTURED STONE @ PLANS 2A & 3A (Dry Stacked Joints) SIERRACUT24 ZENITH GREY ELDORADO (or equal) 1 STONE ACCENT @ PLANS 2A & 3A GREY SKY (Snapped Edge Wainscot Sill)ELDORADO (or equal) CONCRETE MASONRY UNIT 397 - GROUND FACE BASALITE (or equal) STUCCO COLOR #1 (16/20 Sand Finish)SW 9165 GOSSAMER VEIL SHERWIN WILLIAMS STUCCO COLOR #2 (16/20 Sand Finish)SW 7051 ANALYTICAL GRAY SHERWIN WILLIAMS SIDING COLOR (applied to): Siding Eaves Fascia Garage Door Secondary Doors Wood Columns Wood Trim SW 6199 RARE GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Front Door SW 7645 THUNDER GRAY SHERWIN WILLIAMS METAL CANOPIES & METAL ROOF SW 7048 URBANE BRONZE SHERWIN WILLIAMS GARAGE DOOR WEATHER STRIP (Factory Finish)MATCH GARAGE DOOR COLOR T.B.D. NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer.William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 1/17/17 Additional Eldorado stone & accent specified for plans 2A and 3A only per city comment. www.wharchitects.com 2850 Redhill Avenue Suite 200 Santa Ana CA 92705-5543 Tel 949 250 0607 Fax 949 250 1529 5000 Executive Parkway Suite 375 San Ramon CA 94583-4210 Tel 925 463 1700 Fax 949 250 1529 TABBED PAGE - NEIGHBORHOOD 13 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN L5.1 0’200’400’800’ SITE PLAN NEIGHBORHOOD 13 NH13 STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT U3637381920218 713141516313243422341403444544119105312AAAAABSEE SHEET C.5.3 FORSECTION DETAILSDC27283326241822171235253929306BBMAY 9, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.1NEIGHBORHOOD 13 (PHASE 2)SITE SUMMARYTOTAL ACRES:6.17± ACNH 13 UNIT COUNT:45 SINGLE FAMILY DETACHED UNITSDENSITY:7.29 du/ACSITE PLANLEGENDENHANCED SIDE ELEVATION APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.2LAND USE SUMMARY C/LGARAGE FLR.34'18' DWY13'13'CURB &GUTTERCURB &GUTTERSECTION A-A5'S/W44' PUE, PAE, DSRSD, EVAEF/CF/C8' PARKING5'S/WPUE(3' MIN.)P/LP/LPUE(3' MIN.)GARAGE FLR.18' DWY0.5'0.5'B/CB/CSECTION B-BC/L12'12'0.5'B/C5'S/WF/C0.5'B/C5'S/WF/C22'34' PUE, PAE, DSRSD, EVAEP/LP/LCURB &GUTTERCURB &GUTTERNTSSTREET Y, X & LOOP ZNTSPRIVATE ALLEYSECTION C-CNTSPARK INTERFACE10'EXISTINGGROUNDINTERIMARMY FENCETHEME WALL(SEE LANDSCAPEPLANS FOR DETAILS)BUILDING 9.5'MIN.REARYARDPADFUTURE PARK PHASE 3SECTION D-DNTSPARK INTERFACE10'EXISTINGGROUNDINTERIMARMY FENCEREAR YARD FENCE (SEE LANDSCAPEPLANS FOR FENCE DETAILS)BUILDING 6.5'MIN.REARYARDPADFUTURE PARK PHASE 4P/LAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.3STREET SECTIONS 580059006000STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT U9 10531236373819202187131415163132434223414034445441127283326241822171235253929306APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.4ADDRESS PLAN STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT UNPNPNPNPNPNP3637381920218 71314151631324342234140344454411910531227283326241822171235253929306APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120LEGEND ON-STREET GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NPPARKING SUMMARYREQUIRED PARKING:2 COVERED SPACES + 1 GUEST SPACE/UNIT:135 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES:90ON-SITE GUEST PARKING SPACES:122TOTAL PARKING SPACES:212 SPACES (4.71 SPACES/UNIT) IN-DRIVE GUEST PARKING SPACEC.5.5PARKING PLANNOTE: NO GUEST PARKING ALONG NUGGEST WAY FRONTAGE STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT U9 10531236373819202187131415163132434223414034445441127283326241822171235253929306APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120LEGENDTRASH SERVICES ROUTENOTE: ALL STREETS ARE PRIVATE.TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVES.C.5.6PLANTRASH PICKUPTRASH BIN PICKUP LOCATION FORNEIGHBORHOOD 13 STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT UPROVIDE GANG MAILBOXES FORNEIGHBORHOOD 13.M363738192021871314151631324342234140344454411910531227283326241822171235253929306APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.7LEGENDPRELIMINARY MAILBOX LOCATION(FINAL LOCATION SUBJECT TOUSPS APPROVAL)MPLANMAILBOX LOCATION FHFHFHFHFHFHFHSTERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT UFHFH FIRE ACCESS FROM HORIZONPARKWAY.FHFH9105312363738192021871314151631324342234140344454411FH27283326241822171235253929306FIRE ACCESS FROMSTERLING STREETAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTENOTE:1.ALL UNITS INCLUDE A 3RD STORY POPUP WITH AN EAVE HEIGHT GREATERTHAN 30'.2.ALL 3RD STORY ELEMENTS ARE BETWEEN 15'-30' FROM STREET3.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 26'.C.5.8FHFIRE ACCESS PLANFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT U250'220'363738192021871314151631324342234140344454411910531227283326241822171235253929306APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.9PLANSIGHT DISTANCE STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT U3637381920218 713141516313243422341403444544119105312*********************************************CROSSWALKS (TYP.) ARECONCEPTUAL AND WILL BEFINALIZED IN DESIGN24252728332629301817391235226APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.10UDO Compliant/Exception - Primary Residence.For units with walkway slope gradient greater than8.33%, Units are compliant through options 1 & 2below:Schematic Accessible Path of Travel1.Access to home by parking in garage andentering home through garage door withoptional ramp.2.Access from sidewalk to front door viawalkway with a slope gradient greater than8.33%.Notes:1.For all Primary Residences, the homebuilder shall offer to the home buyer aportable ramp that can be placed at theexterior door to the Primary Unit.2.House plans, model, and setbacks illustratedhere are conceptual and subject to change.LEGENDUDO Compliant - Primary ResidenceSome units require walkway slope gradient to 8.33%max. This designation assumes pedestrian walks tofront door entry from public way via the walkway.X*ORDINANCEUNIVERSAL DESIGN 23STERLING STREET HORIZON PARKWAYNUGGET WAYSTREET Y LOOP ZLOOP ZSTREET XCOURT U9 105312363738192021871314151631324334454044411272833262418221712352539293064142APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLLINCOLNNEIGHBORHOOD 1304080FEET120C.5.11NOTE:FRONT YARDS TO BE HOA MAINTAINEDRESPONSIBILITY PLANMAINTENANCELEGENDOPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)COURTS & PRIVATE DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDPUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES) BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN L5.2 0’50’100’200’ STREET TREES NEIGHBORHOOD 13 Ulmus parvifolia Chinese Elm Platanus acerifolia London Plane Tree Pistacia chinensis ‘Keith Davey’ Chinese Pistache LEGEND STERLING STREETNUGGET STREET HORIZON PARKWAY BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN L5.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 13STERLING STREETNUGGET WAY FUTURE 30 ACRE PARK (BY OTHERS) HORIZON PARKWAY 6’ HT Theme Wall Low Theme Wall 6’ HT Horizontal Wood Fence 5’ Park Fence Notes: 1. All Walls and Fences to be located outside of the PSE 2. The height of walls, gates, signs, monuments, pilasters and any other architectural and landscape features shall be kept below 30” inside the intersection visibility zone. These zones shall be determined by the city traffic engineer. LEGEND BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN L5.4 WALLS AND FENCING NEIGHBORHOOD 13 6’HT THEME WALL Location: Horizon Parkway Frontage Board Form Concrete Column Modular Metal Fence Panel 6’HT HORIZONTAL WOOD FENCE Location: Neighborhood 13 where Fencing Faces Street 8’-0” MAX 1x6 Louver Overlap 2x4 Cap w/Dado to Receive Boards 4x4 Post D.F.P.T @ 8’ o.c. 6’HT GOOD NEIGHBOR FENCE Location: Neighborhood 13 Interior Yards where Fencing is not Visible from the Street 42” HT LOW THEME WALL Location: Horizon Parkway Frontage at Pedestrian Access Points 42” 16’-0” Board Form Concrete Column Modular Metal Fence Panel 5’ PARK FENCE Location: Neighborhood 13 Park Interface Horizontal Wood Gate 5’-0” Vines Cable Rail Trellis 3’-0” Property Line BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN L5.5 WALLS AND FENCING NEIGHBORHOOD 13 3’ HT FRONT YARD WALL Location: Neighborhood 13 Front Yards Stucco Column with Contrast- ing Cap Veneer Wall with Contrasting Cap 3’-4” BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN CO CO CO L5.6 0’8’16’32’ TYPICAL NEIGHBORHOOD 13 6’ Horizontal Wood Fence 6’ Good Neighbor Fence Note: All Walls and Fences to be located outside of the PSE LEGEND Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic Enhanced Planting at Corner AC AC AC Sideyard Tree Accent Tree Street Tree 6’Ht Wood Fence and Gate Accent Plants at WalkEvergreen Shrubs at House BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN L5.7 0’5’10’20’ TYPICAL PASEO NEIGHBORHOOD 13 6’ Theme Wall 6’ Horizontal Wood Fence 6’ Good Neighbor Fence Low Theme Wall Front Yard Wall Note: All Walls and Fences to be located outside of the PSE LEGEND 3’Ht Low Veneer Wall 6’ Ht Theme Wall Street Tree Accent Paving at Entry Accent Shrubs at House Front Yard Wall 6’ Horizontal Wood Fence Columnar Trees Accent Tree BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL LINCOLN L5.8 0’20’40’80’ PARK INTERFACE NEIGHBORHOOD 13 6’ Horizontal Wood Fence 6’ Good Neighbor Fence 5’ Park Fence Note: All Walls and Fences to be located outside of the PSE LEGEND Accent Trees at Paseo Street TreesNUGGET WAYMid-block Pedestrian Walk Multi-Trunk Trees with Orna- mental Grasses at Gates FUTURE 30-ACRE PUBLIC PARK 6’ PSE DG Paved Path at Gates Gate, Typ. 6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"10'-0" 34'-6"8'-0" 15'-0" 15'-6"PANTRYUP17 RGARAGE204243XBA. 3BEDROOM 4120104XCALIFORNIA ROOM180100X360 CU. FT. STORAGE DINING134104XKITCHENGREATROOM178160XOPT. 12080 SL. GL. DR.ENTRYOPT. F/P18'-0"TANKLESS W/HDN17 RBA. 2UP17 RLAU.LINENBEDROOM 2110110XOPENTO BELOWOPT. OPEN RAILMASTERBEDROOM148160XLOFT174129XBEDROOM 3140120XOPT. DESKOPT.SINKOPT.SINKMASTERBATH14 L.F.13 L.F.SEAT8'-6" CLG.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH140 SQ. FT.CALIFORNIA ROOM185 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL2,836 SQ. FT.3RD FLOOR370 SQ. FT.2ND FLOOR1,439 SQ. FT.1ST FLOOR1,027 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS2,836 SQ. FT.PLAN 1May 9, 20170 8416A5.2 DN 17 R OPT. BARBONUS ROOM /OPT. BEDROOM 5w/ BA. 4178150XSTORAGELINENDN17 R BEDROOM 5178150XBA. 4OPT. BEDROOM 5 w/ BA. 4IN LIEU OF BONUS ROOMMay 9, 20170 8416A5.3 FENCE LINEREAR6531ROOF PLANA1/16"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION101 Variation A FINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6" 3'-9"1013110987561 0 1FENCE LINELEFT5163710FENCE LINERIGHT76531May 9, 20170 84160 8164A5.4MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINE6531ENHANCED REARVariation ACALIFORNIA ROOM180100X360 CU. FT. STORAGE DINING134104XOPT. 12080 SL. GL. DR.OPT. F/PENHANCE REAR ELEVATIONVARIATION A - 1ST FLOORFENCE LINE3ENHANCED LEFTFENCE LINE76531ENHANCED RIGHTVariation AMay 9, 20170 84160 8164A5.5MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE PORCH6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"10'-0" 34'-6"8'-0" 15'-0" 15'-6" 18'-0" 15'-0"PANTRYUP17 RGARAGE204243XBA. 3BEDROOM 4120104XCALIFORNIA ROOM180100X360 CU. FT. STORAGE DINING134104XKITCHENGREATROOM178160XOPT. 12080 SL. GL. DR.ENTRYOPT. F/PTANKLESS W/HDN17 RBA. 2UP17 RLAU.LINENBEDROOM 2110110XOPENTO BELOWOPT. OPEN RAILMASTERBEDROOM148160XLOFT174129XBEDROOM 3140120XOPT. DESKOPT.SINKOPT.SINKMASTERBATH14 L.F.13 L.F.SEAT8'-6" CLG.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH140 SQ. FT.CALIFORNIA ROOM185 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL2,836 SQ. FT.3RD FLOOR370 SQ. FT.2ND FLOOR1,439 SQ. FT.1ST FLOOR1,027 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS2,836 SQ. FT.PLAN 1May 9, 20170 8416A5.6 DN 17 R OPT. BARBONUS ROOM /OPT. BEDROOM 5w/ BA. 4178150XSTORAGEMay 9, 20170 8416A5.7 FENCE LINE6115REARROOF PLANB1/16"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION Variation BFINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6"1021023'-8"311097561 0 28FENCE LINELEFTLEFT110365FENCE LINERIGHT11655May 9, 20170 84160 8164A5.8MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINE6115ENHANCED REARVariation BCALIFORNIAROOM180100X360 CU. FT. STORAGE DINING134104XOPT. 12080 SL. GL. DR.OPT. F/PA/CENHANCE REAR ELEVATIONVARIATION B - 1ST FLOORFENCE LINE11655ENHANCED RIGHTVariation BMay 9, 20170 84160 8164A5.9MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE 15'-0"PANTRYUP17 RGARAGE204243XBA. 3BEDROOM 4120104XCALIFORNIA ROOM180100X360 CU. FT. STORAGE DINING134104XKITCHENGREATROOM178160XOPT. 12080 SL. GL. DR.ENTRYOPT. F/PTANKLESS W/H6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"10'-0" 34'-6"8'-0" 15'-0" 15'-6" 18'-0"DN17 RBA. 2UP17 RLAU.LINENBEDROOM 2110110XOPENTO BELOWOPT. OPEN RAILMASTERBEDROOM148160XLOFT174129XBEDROOM 3140120XOPT. DESKOPT.SINKOPT.SINKMASTERBATH14 L.F.13 L.F.SEAT8'-6" CLG.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH140 SQ. FT.CALIFORNIA ROOM185 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL2,836 SQ. FT.3RD FLOOR370 SQ. FT.2ND FLOOR1,439 SQ. FT.1ST FLOOR1,027 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS2,836 SQ. FT.PLAN 1May 9, 20170 8416A5.10 DN 17 R OPT. BARBONUS ROOM /OPT. BEDROOM 5w/ BA. 4178150XSTORAGEMay 9, 20170 8416A5.11 FENCE LINE361555REARROOF PLANC1/16"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE250 SF MIN.SOLAR ZONE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION Variation C FINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6"1031033'-8"31109875641 0 3FENCE LINELEFT8555FENCE LINERIGHT34615May 9, 20170 84160 8164A5.12MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINE361555ENHANCED REARVariation CCALIFORNIA ROOM180100X360 CU. FT. STORAGE DINING134104XOPT. 12080 SL. GL. DR.OPT. F/PENHANCE REAR ELEVATIONVARIATION C - 1ST FLOORFENCE LINEENHANCED LEFTMay 9, 20170 84160 8164A5.13MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE BA. 32108021080UP17 RGARAGE204243XBEDROOM 3108104XCALIFORNIA ROOM180100XDINING134100XKITCHENPANTRYGREATROOM178160XENTRY3080 21080May 9, 20170 8416UNIVERSAL DESIGN REQUIREMENT - PLAN 1PRIMARY ENTRANCE: ONE DOORBELL TO BE INSTALLED FOR THE ACCESSIBLE ENTRYDOOR, ONE THAT IS BETWEEN FORTY-TWO (42) INCHES AND FORTY-EIGHT (48) INCHESFROM FINISHED FLOOR.AT ENTRY DOORPRIMARY ENTRANCE: COMPLIES WITH CBC CHAPTER 11A AND THIRTY-FOUR (34) INCHMIN. CLEAR. SECONDARY EXTERIOR DOOR WITH THIRTY-TWO (32) INCH MIN. CLEAR,TWENTY-FOUR (24) INCH MIN. AT STRIKE SIDE OF DOOR. SEE CIVIL DRAWINGS FOREXTERIOR PATH OF TRAVEL.AT ENTRY DOOR ANDGARAGE DOORPRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM THAT ISEITHER: CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A; OR OUTSIDE OF THESWING OF THE DOOR AND EITHER A FORTY-EIGHT (48) INCH CIRCLE, FORTY-EIGHT (48)INCHES BY SIXTY (60) INCHES OR SIXTY (60) INCH DIAMETER CIRCLE.AT BATHROOM 3PRIMARY FLOOR POWDER/BATHROOM: ONE (1) BATHROOM WITH A BATHTUB ORSHOWER MEETING THE REQUIREMENTS OF ANSI A 117.1AT BATHROOM 3PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM TO MEETREQUIREMENTS OF THE CBC CHAPTER 11A FOR LAVATORY / SINK AND WATER CLOSET(TOILET); AND COMPLIANT FIXTURES AND ACCESSORIES; REQUIREMENTS FOR GRAB BARREINFORCEMENT AT WATER CLOSET (TOILET) AND SHOWER OR BATHTUB; GRAB BARS FORWATER CLOSET (TOILET), SHOWER OR BATHTUB, LAVATORY, OR ANY COMBINATIONTHEREOF.BATHROOM 3KITCHEN: FORTY-EIGHT (48) INCH CLEAR PATHWAY AND ONE OR MORE OF THEFOLLOWING: AT LEAST FORTY-EIGHT (48) INCH CLEAR SPACE IN FRONT OF A STOVE AT HEBASE OF A U - SHAPED KITCHEN; OR AT LEAST A THIRTY (30) INCH BY FORTY-EIGHT (48)INCH CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH); ORAT LEAST ONE EIGHTEEN (18) INCH WIDE BREAD BOARD AND/OR AT LEAST EIGHTEEN (18)INCHES IN COUNTER SPACE AT A THIRTY-FOUR (34) INCH HEIGHT, OR ANY COMBINATIONTHEREOF.KITCHENKITCHEN: ADJUSTABLE SINK AND/OR REMOVABLE UNDER SINK CABINETS CONSISTENTWITH CBC CHAPTER 11A AND HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWERLEVEL (ORD. 21-07 PART 1).KITCHENINTERIOR ROUTES: ONE (1) ACCESSIBLE ROUTE THROUGH THE HALLWAYS CONSISTENTWITH THE REQUIREMENTS OF CBC CHAPTER 11A FROM THE ACCESSIBLE ENTRANCE OF THEDWELLING UNIT TO THE PRIMARY ENTRY LEVEL POWDER ROOM OR BATHROOM, ACOMMON USE ROOM, AND THE KITCHEN IF LOCATED ON THE PRIMARY ENTRY LEVEL. (MIN.42" WIDTH WITH 32" CLEAR DOORS, OR MIN. 39" WIDTH WITH 34" CLEAR DOORS, OR 36"WIDTH WITH 36" CLEAR DOORS)ENTRY LEVELBEDROOM: IF BEDROOM EXISTS ON ENTRY LEVEL, ONE (1) BEDROOM ON ACCESSIBLEROUTE OF TRAVEL MEETING SECTION 7.90.130. A CLOSET SHALL HAVE A THIRTY-TWO (32)INCH MIN. NET OPENING AND ADJUSTABLE CLOSET RODS AND SHELVING.BEDROOM 3MISC. AREAS (PATIO OR YARD): ACCESSIBLE ROUTE TO AND FROM THE ACCESSIBLEENTRANCE, EITHER THROUGH THE DWELLING UNIT, OR AROUND THE DWELLING UNIT.GENERAL COMPONENTS: AN ACCESSIBLE ROUTE IN AN INTERIOR ROOM OR HALLWAY,INTERIOR DOORS OR OPENINGS FOR ROOMS AND ROUTES OF TRAVEL CONSISTENT WITHCBC CHAPTER 11A.UNIVERSAL DESIGN ORDINANCE COMPLIANCE MATRIXPROJECTS WILL COMPLY WITH UNIVERSAL DESIGN ORDINANCE BY OFFERING, FOR THE UNITS COMPLYING WITH THEVARIOUS SECTIONS OF THE UDO, THE APPROPRIATE OPTIONS TO ALL PROSPECTIVE BUYERS PRIOR TO THE TIME THAT AREQUEST FOR A BUILDING PERMIT IS SUBMITTED TO THE CITY OR DUBLIN FOR THAT PARTICULAR LOT. DEVELOPER SHALLSUBMIT A UDO CHECKLIST DURING THE MASTER PLAN CHECK INDICATION THE "CUT OFF" TIMES WHEN IT IS NO LONGERPRACTICAL TO OFFER CERTAIN ITEMS IN THE UDO.A5.14 6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"33'-0"15'-0" 15'-0" 10'-0" 10'-0"UP17 RBA. 3GARAGE204240X360 CU. FT. STORAGE KITCHENPANTRYOPT. 12080 SL. GL. DR.CALIFORNIA ROOM15090XENTRYBEDROOM 4119112XGREATROOM180150XDINING126110X9'-0"8080 SL. GL. DR.OPT. F/P LINENTANKLESS W/HUP17 RDN17 ROPEN TOBELOWMASTERBATHBA. 2LAU.LOW LINENLINEN20 L.F.12 L.F.SEATLOFT140113XBEDROOM 3140119XBEDROOM 2126117XMASTERBEDROOM156150XOPT.SINKOPT. UPPERSOPT. UPPERSOPT. DR.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONCALIFORNIA ROOM141 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL3,163 SQ. FT.3RD FLOOR534 SQ. FT.2ND FLOOR1,555 SQ. FT.1ST FLOOR1,074 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS3,163 SQ. FT.PLAN 2May 9, 20170 8416A5.16 DN 17 R OPEN TOBELOWSTORAGE /OPT. BATH 4BONUS ROOM /OPT. BEDROOM 5w/ BA. 4190150XOPT. SINK12598XOPT. BARHIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS OPT. BATHROOM 4AT BONUS ROOM OPT. BARHIGHGLASS HIGHGLASSBA. 48'-1" CLG.8'-1" CLG.OPT. SINKDN17 ROPT. BEDROOM 5 w/ BA. 4AT BONUS ROOM BA. 4BONUS ROOM190116XBEDROOM 5127106X8'-1" CLG.8'-1" CLG.OPEN TOBELOWHIGHGLASS HIGHGLASS HIGHGLASS May 9, 20170 8416A5.17 FENCE LINEREAR1653ROOF PLANA1/8"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE250 SF MIN.SOLAR ZONE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION Variation A FINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6" 4'-8"201201511098665532 0 17FENCE LINELEFT165310FENCE LINERIGHT1653May 9, 20170 84160 8164A5.18MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINEREARENHANCED REARVariation A1653ENHANCE REAR ELEVATIONVARIATION A - 1ST FLOOR360 CU. FT. STORAGE OPT. 12080 SL. GL. DR.CALIFORNIA ROOM15090X8080 SL. GL. DR.OPT. F/PFENCE LINERIGHT1653ENHANCED RIGHTVariation AMay 9, 20170 84160 8164A5.19MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE 15'-0" 10'-0 UP17 RBA. 3GARAGE204240X360 CU. FT. STORAGE KITCHENPANTRYOPT. 12080 SL. GL. DR.CALIFORNIA ROOM15090XENTRYBEDROOM 4119112XGREATROOM180150XDINING126110X8080 SL. GL. DR.OPT. F/P LINENTANKLESS W/H6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"33'-0"15'-0" 15'-0" 10'-0" 10'-0" 9'-0" UP17 RDN17 ROPEN TOBELOWMASTERBATHBA. 2LAU.LOW LINENLINEN20 L.F.12 L.F.SEATLOFT140113XBEDROOM 3140119XBEDROOM 2126117XMASTERBEDROOM156150XOPT.SINKOPT. UPPERSOPT. UPPERSOPT. DR.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONCALIFORNIA ROOM141 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL3,163 SQ. FT.3RD FLOOR534 SQ. FT.2ND FLOOR1,555 SQ. FT.1ST FLOOR1,074 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS3,163 SQ. FT.PLAN 2May 9, 20170 8416A5.20 DN 17 R STORAGE /OPT. BATH 4BONUS ROOM /OPT. BEDROOM 5w/ BA. 4190150XOPT. SINK12598XOPT. BARHIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS OPENTOBELOWOPT. BATHROOM 4AT BONUS ROOM OPT. BARHIGHGLASS HIGHGLASSBA. 48'-1" CLG.8'-1" CLG.OPT. SINKDN17 ROPT. BEDROOM 5 w/ BA. 4AT BONUS ROOM BA. 4BONUS ROOM190116XBEDROOM 5127106X8'-1" CLG.8'-1" CLG.OPEN TOBELOWHIGHGLASS HIGHGLASS HIGHGLASS May 9, 20170 8416A5.21 FENCE LINEREAR5163ROOF PLANB1/8"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE250 SF MIN.SOLAR ZONE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION202 Variation B 202FINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6" 3'-9"511098665732 0 2FENCE LINELEFT16531074FENCE LINERIGHT135674May 9, 20170 84160 8164A5.22MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINE5163ENHANCED REARVariation B360 CU. FT. STORAGE OPT. 12080 SL. GL. DR.CALIFORNIA ROOM15090X8080 SL. GL. DR.OPT. F/PENHANCE REAR ELEVATIONVARIATION B - 1ST FLOORFENCE LINE135674ENHANCED RIGHTVariation BMay 9, 20170 84160 8164A5.23MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE 15'-UP17 RBA. 3GARAGE204240X360 CU. FT. STORAGE KITCHENPANTRYOPT. 12080 SL. GL. DR.CALIFORNIA ROOM15090XENTRYBEDROOM 4119112XGREATROOM180150XDINING126110X8080 SL. GL. DR.OPT. F/P LINENTANKLESS W/H6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"33'-0"15'-0" 15'-0" 10'-0" 10'-0" 8'-0" UP17 RDN17 ROPEN TOBELOWMASTERBATHBA. 2LAU.LOW LINENLINEN20 L.F.12 L.F.SEATLOFT140113XBEDROOM 3140119XBEDROOM 2126117XMASTERBEDROOM156150XOPT.SINKOPT. UPPERSOPT. UPPERSOPT. DR.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONCALIFORNIA ROOM141 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL3,163 SQ. FT.3RD FLOOR534 SQ. FT.2ND FLOOR1,555 SQ. FT.1ST FLOOR1,074 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS3,163 SQ. FT.PLAN 2May 9, 20170 8416A5.24 DN 17 R OPEN TOBELOWSTORAGE /OPT. BATH 4BONUS ROOM /OPT. BEDROOM 5w/ BA. 4190150XOPT. SINK12598XOPT. BARHIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS HIGH GLASS OPT. BATHROOM 4AT BONUS ROOM OPT. BARHIGHGLASS HIGHGLASSBA. 48'-1" CLG.8'-1" CLG.OPT. SINKDN17 ROPT. BEDROOM 5 w/ BA. 4AT BONUS ROOM BA. 4BONUS ROOM190116XBEDROOM 5127106X8'-1" CLG.8'-1" CLG.OPEN TOBELOWHIGHGLASS HIGHGLASS HIGHGLASS May 9, 20170 8416A5.25 FENCE LINEREAR15563ROOF PLANC1/8"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE3:123:12250 SF MIN.SOLAR ZONE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION Variation C FINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6" 5'-11"2032035186261092 0 3FENCE LINELEFT10563FENCE LINERIGHT15563May 9, 20170 84160 8164A5.26MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINE15563ENHANCED REARVariation CENHANCE REAR ELEVATIONVARIATION C - 1ST FLOOR360 CU. FT. STORAGE OPT. 12080 SL. GL. DR.CALIFORNIA ROOM15090X8080 SL. GL. DR.OPT. F/PFENCE LINE15563ENHANCED RIGHTVariation CMay 9, 20170 84160 8164A5.27MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE UP17 RGARAGE204240X360 CU. FT. STORAGE KITCHENPANTRYOPT. 12080 SL. GL. DR.CALIFORNIA ROOM15090XENTRYBEDROOM 4119110XGREATROOM180145XDINING126110X8080 SL. GL. DR.OPT. F/P 3080 21080 BA. 32 1 0 8 0 2 1 0 8 0 May 9, 20170 8416A5.28UNIVERSAL DESIGN REQUIREMENT - PLAN 2PRIMARY ENTRANCE: ONE DOORBELL TO BE INSTALLED FOR THE ACCESSIBLE ENTRYDOOR, ONE THAT IS BETWEEN FORTY-TWO (42) INCHES AND FORTY-EIGHT (48) INCHESFROM FINISHED FLOOR.AT ENTRY DOORPRIMARY ENTRANCE: COMPLIES WITH CBC CHAPTER 11A AND THIRTY-FOUR (34) INCHMIN. CLEAR. SECONDARY EXTERIOR DOOR WITH THIRTY-TWO (32) INCH MIN. CLEAR,TWENTY-FOUR (24) INCH MIN. AT STRIKE SIDE OF DOOR. SEE CIVIL DRAWINGS FOREXTERIOR PATH OF TRAVEL.AT ENTRY DOOR ANDGARAGE DOORPRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM THAT ISEITHER: CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A; OR OUTSIDE OF THESWING OF THE DOOR AND EITHER A FORTY-EIGHT (48) INCH CIRCLE, FORTY-EIGHT (48)INCHES BY SIXTY (60) INCHES OR SIXTY (60) INCH DIAMETER CIRCLE.AT BATHROOM 3PRIMARY FLOOR POWDER/BATHROOM: ONE (1) BATHROOM WITH A BATHTUB ORSHOWER MEETING THE REQUIREMENTS OF ANSI A 117.1AT BATHROOM 3PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM TO MEETREQUIREMENTS OF THE CBC CHAPTER 11A FOR LAVATORY / SINK AND WATER CLOSET(TOILET); AND COMPLIANT FIXTURES AND ACCESSORIES; REQUIREMENTS FOR GRAB BARREINFORCEMENT AT WATER CLOSET (TOILET) AND SHOWER OR BATHTUB; GRAB BARS FORWATER CLOSET (TOILET), SHOWER OR BATHTUB, LAVATORY, OR ANY COMBINATIONTHEREOF.BATHROOM 3KITCHEN: FORTY-EIGHT (48) INCH CLEAR PATHWAY AND ONE OR MORE OF THEFOLLOWING: AT LEAST FORTY-EIGHT (48) INCH CLEAR SPACE IN FRONT OF A STOVE AT HEBASE OF A U - SHAPED KITCHEN; OR AT LEAST A THIRTY (30) INCH BY FORTY-EIGHT (48)INCH CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH); ORAT LEAST ONE EIGHTEEN (18) INCH WIDE BREAD BOARD AND/OR AT LEAST EIGHTEEN (18)INCHES IN COUNTER SPACE AT A THIRTY-FOUR (34) INCH HEIGHT, OR ANY COMBINATIONTHEREOF.KITCHENKITCHEN: ADJUSTABLE SINK AND/OR REMOVABLE UNDER SINK CABINETS CONSISTENTWITH CBC CHAPTER 11A AND HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWERLEVEL (ORD. 21-07 PART 1).KITCHENINTERIOR ROUTES: ONE (1) ACCESSIBLE ROUTE THROUGH THE HALLWAYS CONSISTENTWITH THE REQUIREMENTS OF CBC CHAPTER 11A FROM THE ACCESSIBLE ENTRANCE OF THEDWELLING UNIT TO THE PRIMARY ENTRY LEVEL POWDER ROOM OR BATHROOM, ACOMMON USE ROOM, AND THE KITCHEN IF LOCATED ON THE PRIMARY ENTRY LEVEL. (MIN.42" WIDTH WITH 32" CLEAR DOORS, OR MIN. 39" WIDTH WITH 34" CLEAR DOORS, OR 36"WIDTH WITH 36" CLEAR DOORS)ENTRY LEVELBEDROOM: IF BEDROOM EXISTS ON ENTRY LEVEL, ONE (1) BEDROOM ON ACCESSIBLEROUTE OF TRAVEL MEETING SECTION 7.90.130. A CLOSET SHALL HAVE A THIRTY-TWO (32)INCH MIN. NET OPENING AND ADJUSTABLE CLOSET RODS AND SHELVING.BEDROOM 4MISC. AREAS (PATIO OR YARD): ACCESSIBLE ROUTE TO AND FROM THE ACCESSIBLEENTRANCE, EITHER THROUGH THE DWELLING UNIT, OR AROUND THE DWELLING UNIT.GENERAL COMPONENTS: AN ACCESSIBLE ROUTE IN AN INTERIOR ROOM OR HALLWAY,INTERIOR DOORS OR OPENINGS FOR ROOMS AND ROUTES OF TRAVEL CONSISTENT WITHCBC CHAPTER 11A.UNIVERSAL DESIGN ORDINANCE COMPLIANCE MATRIXPROJECTS WILL COMPLY WITH UNIVERSAL DESIGN ORDINANCE BY OFFERING, FOR THE UNITS COMPLYING WITH THEVARIOUS SECTIONS OF THE UDO, THE APPROPRIATE OPTIONS TO ALL PROSPECTIVE BUYERS PRIOR TO THE TIME THAT AREQUEST FOR A BUILDING PERMIT IS SUBMITTED TO THE CITY OR DUBLIN FOR THAT PARTICULAR LOT. DEVELOPER SHALLSUBMIT A UDO CHECKLIST DURING THE MASTER PLAN CHECK INDICATION THE "CUT OFF" TIMES WHEN IT IS NO LONGERPRACTICAL TO OFFER CERTAIN ITEMS IN THE UDO. 6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"38'-0"10'-0" 15'-0" 10'-0" 10'-0"GARAGE204243XPANTRY BA. 3KITCHENUP17 R360 CU. FT. STORAGE BEDROOM 4108123XENTRYCALIFORNIAROOM169107XGREATROOM163285XOPT. F/POPT. 12080 SL. GL. DR.TANKLESS W/H18'-0" OPT. 8080 SL. GL. DR.OPEN TOBELOWUP17 RBA. 232 L.F.DN17 RLAU.OPT. OPEN RAILLINEN STORAGEMASTERBEDROOM163163XLOFT160166XOPT.SINKOPT. SINKBEDROOM 2114116XBEDROOM 3127116XSEATMASTERBATHOPT. UPPER CABINETSOPT. UPPERCABINETS NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCHN/ACALIFORNIA ROOM183 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL3,253 SQ. FT.3RD FLOOR486 SQ. FT.2ND FLOOR1,650 SQ. FT.1ST FLOOR1,124 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS3,253 SQ. FT.PLAN 3May 9, 20170 8416A5.30 DN 17 R BONUS ROOM /OPT. BEDROOM 5w/ BA. 4STORAGE /OPT. BATH 4OPT. BAR146140X127119XOPT. SINKBONUS ROOMOPT. BAROPT. BATH 4IN LIEU OF STORAGEBA. 4OPT. SINKDN17 RBEDROOM 5150120XLOFT 21271211XBA. 4OPT. BEDROOM 5 w/ BA. 4IN LIEU OF BONUS ROOMMay 9, 20170 8416A5.31 FENCE LINEREAR1563ROOF PLANA1/8"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE3:123:123:12 250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION301301FINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6" 3'-8" Variation A 611097853433 0 1FENCE LINELEFT1371065FENCE LINERIGHT18337May 9, 20170 84160 8164A5.32MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINE1563ENHANCED REARVariation ACALIFORNIAROOM169107XOPT. F/POPT. 12080 SL. GL. DR.OPT. 8080 SL. GL. DR.360 CU. FT. STORAGE ENHANCE REAR ELEVATIONVARIATION A - 1ST FLOORFENCE LINE18337ENHANCED RIGHTVariation AMay 9, 20170 84160 8164A5.33MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE GARAGE204243XPANTRY BA. 3KITCHENUP17 R360 CU. FT. STORAGE BEDROOM 4108123XENTRYCALIFORNIAROOM169107XGREATROOM163285XOPT. F/POPT. 12080 SL. GL. DR.TANKLESS W/HOPT. 8080 SL. GL. DR.6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"38'-0"10'-0" 15'-0" 10'-0" 10'-0"OPEN TOBELOWUP17 RBA. 232 L.F.DN17 RLAU.OPT. OPEN RAILLINEN STORAGEMASTERBEDROOM163163XLOFT160166XOPT.SINKOPT. SINKBEDROOM 2114116XBEDROOM 3127116XSEATMASTERBATHOPT. UPPER CABINETSOPT. UPPERCABINETS May 9, 20170 8416A5.34 BONUS ROOMOPT. BAROPT. BATH 4IN LIEU OF STORAGEBA. 4OPT. SINKDN17 RBEDROOM 5150120XLOFT 21271211XBA. 4OPT. BEDROOM 5 w/ BA. 4IN LIEU OF BONUS ROOMDN 17 R BONUS ROOM /OPT. BEDROOM 5w/ BA. 4STORAGE /OPT. BATH 4OPT. BAR146140X127119XOPT. SINKMay 9, 20170 8416A5.35 FENCE LINEREAR356156ROOF PLANB1/8"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEBUILDING WALL LINEROOF LINE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION302302FINISH GRADE“  9'-1" 8'-0" 9'-1" 8'-0" 9'-1" 7'-6" 3'-6" Variation B 3110956453 0 2FENCE LINELEFT34105615FENCE LINERIGHT34561May 9, 20170 84160 8164A5.36MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINEENHANCED REARVariation B356156CALIFORNIAROOM169107XOPT. F/POPT. 12080 SL. GL. DR.OPT. 8080 SL. GL. DR.ENHANCE REAR ELEVATIONVARIATION B - 1ST FLOOR360 CU. FT. STORAGE FENCE LINE34561ENHANCED RIGHTVariation BMay 9, 20170 84160 8164A5.37MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE GARAGE204243XPANTRY BA. 3KITCHENUP17 R360 CU. FT. STORAGE BEDROOM 4108123XENTRYCALIFORNIAROOM169107XGREATROOM163285XOPT. F/POPT. 12080 SL. GL. DR.TANKLESS W/HOPT. 8080 SL. GL. DR.6 5 . 0 0 ' M I N5 8 . 0 0 ' M I N 5'-0"55'-0"5'-0"38'-0"10'-0" 15'-0" 10'-0" 10'-0"OPEN TOBELOWUP17 RBA. 232 L.F.DN17 RLAU.OPT. OPEN RAILLINEN STORAGEMASTERBEDROOM163163XLOFT160166XOPT.SINKOPT. SINKBEDROOM 2114116XBEDROOM 3127116XSEATMASTERBATHOPT. UPPER CABINETSOPT. UPPERCABINETS NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCHN/ACALIFORNIA ROOM183 SQ. FT.2 - CAR GARAGE516 SQ. FT.TOTAL3,253 SQ. FT.3RD FLOOR486 SQ. FT.2ND FLOOR1,650 SQ. FT.1ST FLOOR1,124 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / LOFT / 3 BATHS3,253 SQ. FT.PLAN 3May 9, 20170 8416A5.38 BONUS ROOMOPT. BAROPT. BATH 4IN LIEU OF STORAGEBA. 4OPT. SINKDN17 RBEDROOM 5150120XLOFT 21271211XBA. 4OPT. BEDROOM 5 w/ BA. 4IN LIEU OF BONUS ROOMDN 17 R BONUS ROOM /OPT. BEDROOM 5w/ BA. 4STORAGE /OPT. BATH 4OPT. BAR146140X127119XOPT. SINKMay 9, 20170 8416A5.39 FENCE LINEREAR56313ROOF PLANC1/8"=1'-0"PITCH: 3.5:12RAKE: 6"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILE250 SF MIN.SOLAR ZONENOTE: LOCATION WILL VARYPER LOT AND PLOT ORIENTATION303303FINISH GRADE“  9'-1" 8'-0" 9'-1" 9'-0" 9'-1" 7'-6" 4'-3" Variation C 311095685663 0 3FENCE LINELEFT31056FENCE LINERIGHT1356356May 9, 20170 84160 8164A5.40MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE FENCE LINEENHANCED REARVariation C56313CALIFORNIAROOM169107XOPT. F/POPT. 12080 SL. GL. DR.OPT. 8080 SL. GL. DR.ENHANCE REAR ELEVATIONVARIATION C - 1ST FLOOR360 CU. FT. STORAGE FENCE LINE1356356ENHANCED RIGHTVariation CMay 9, 20170 84160 8164A5.41MATERIAL LEGEND1.CONCRETE FLAT TILE ROOF2.METAL ROOF3.16 /20 STUCCO SAND FINISH4.STONE VENEER5.CEMENTITIOUS PANEL OR LAP SIDING6.CEMENTITIOUS TRIM7.METAL AWING OR TRELLIS8.ROLL-UP GARAGE DOOR9.UNIT ADDRESS10.LIGHT FIXTURE GARAGE204243XPANTRY KITCHENUP17 R360 CU. FT. STORAGE BEDROOM 4108123XENTRYCALIFORNIAROOM169107XGREATROOM163285XOPT. F/POPT. 12080 SL. GL. DR.2 1 0 8 0 210803080 2 1 0 8 0 May 9, 20170 8416A5.42UNIVERSAL DESIGN REQUIREMENT - PLAN 1PRIMARY ENTRANCE: ONE DOORBELL TO BE INSTALLED FOR THE ACCESSIBLE ENTRYDOOR, ONE THAT IS BETWEEN FORTY-TWO (42) INCHES AND FORTY-EIGHT (48) INCHESFROM FINISHED FLOOR.AT ENTRY DOORPRIMARY ENTRANCE: COMPLIES WITH CBC CHAPTER 11A AND THIRTY-FOUR (34) INCHMIN. CLEAR. SECONDARY EXTERIOR DOOR WITH THIRTY-TWO (32) INCH MIN. CLEAR,TWENTY-FOUR (24) INCH MIN. AT STRIKE SIDE OF DOOR. SEE CIVIL DRAWINGS FOREXTERIOR PATH OF TRAVEL.AT ENTRY DOOR ANDGARAGE DOORPRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM THAT ISEITHER: CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A; OR OUTSIDE OF THESWING OF THE DOOR AND EITHER A FORTY-EIGHT (48) INCH CIRCLE, FORTY-EIGHT (48)INCHES BY SIXTY (60) INCHES OR SIXTY (60) INCH DIAMETER CIRCLE.AT BATHROOM 3PRIMARY FLOOR POWDER/BATHROOM: ONE (1) BATHROOM WITH A BATHTUB ORSHOWER MEETING THE REQUIREMENTS OF ANSI A 117.1AT BATHROOM 3PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM TO MEETREQUIREMENTS OF THE CBC CHAPTER 11A FOR LAVATORY / SINK AND WATER CLOSET(TOILET); AND COMPLIANT FIXTURES AND ACCESSORIES; REQUIREMENTS FOR GRAB BARREINFORCEMENT AT WATER CLOSET (TOILET) AND SHOWER OR BATHTUB; GRAB BARS FORWATER CLOSET (TOILET), SHOWER OR BATHTUB, LAVATORY, OR ANY COMBINATIONTHEREOF.BATHROOM 3KITCHEN: FORTY-EIGHT (48) INCH CLEAR PATHWAY AND ONE OR MORE OF THEFOLLOWING: AT LEAST FORTY-EIGHT (48) INCH CLEAR SPACE IN FRONT OF A STOVE AT HEBASE OF A U - SHAPED KITCHEN; OR AT LEAST A THIRTY (30) INCH BY FORTY-EIGHT (48)INCH CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEATH); ORAT LEAST ONE EIGHTEEN (18) INCH WIDE BREAD BOARD AND/OR AT LEAST EIGHTEEN (18)INCHES IN COUNTER SPACE AT A THIRTY-FOUR (34) INCH HEIGHT, OR ANY COMBINATIONTHEREOF.KITCHENKITCHEN: ADJUSTABLE SINK AND/OR REMOVABLE UNDER SINK CABINETS CONSISTENTWITH CBC CHAPTER 11A AND HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWERLEVEL (ORD. 21-07 PART 1).KITCHENINTERIOR ROUTES: ONE (1) ACCESSIBLE ROUTE THROUGH THE HALLWAYS CONSISTENTWITH THE REQUIREMENTS OF CBC CHAPTER 11A FROM THE ACCESSIBLE ENTRANCE OF THEDWELLING UNIT TO THE PRIMARY ENTRY LEVEL POWDER ROOM OR BATHROOM, ACOMMON USE ROOM, AND THE KITCHEN IF LOCATED ON THE PRIMARY ENTRY LEVEL. (MIN.42" WIDTH WITH 32" CLEAR DOORS, OR MIN. 39" WIDTH WITH 34" CLEAR DOORS, OR 36"WIDTH WITH 36" CLEAR DOORS)ENTRY LEVELBEDROOM: IF BEDROOM EXISTS ON ENTRY LEVEL, ONE (1) BEDROOM ON ACCESSIBLEROUTE OF TRAVEL MEETING SECTION 7.90.130. A CLOSET SHALL HAVE A THIRTY-TWO (32)INCH MIN. NET OPENING AND ADJUSTABLE CLOSET RODS AND SHELVING.BEDROOM 4MISC. AREAS (PATIO OR YARD): ACCESSIBLE ROUTE TO AND FROM THE ACCESSIBLEENTRANCE, EITHER THROUGH THE DWELLING UNIT, OR AROUND THE DWELLING UNIT.GENERAL COMPONENTS: AN ACCESSIBLE ROUTE IN AN INTERIOR ROOM OR HALLWAY,INTERIOR DOORS OR OPENINGS FOR ROOMS AND ROUTES OF TRAVEL CONSISTENT WITHCBC CHAPTER 11A.UNIVERSAL DESIGN ORDINANCE COMPLIANCE MATRIXPROJECTS WILL COMPLY WITH UNIVERSAL DESIGN ORDINANCE BY OFFERING, FOR THE UNITS COMPLYING WITH THEVARIOUS SECTIONS OF THE UDO, THE APPROPRIATE OPTIONS TO ALL PROSPECTIVE BUYERS PRIOR TO THE TIME THAT AREQUEST FOR A BUILDING PERMIT IS SUBMITTED TO THE CITY OR DUBLIN FOR THAT PARTICULAR LOT. DEVELOPER SHALLSUBMIT A UDO CHECKLIST DURING THE MASTER PLAN CHECK INDICATION THE "CUT OFF" TIMES WHEN IT IS NO LONGERPRACTICAL TO OFFER CERTAIN ITEMS IN THE UDO. 16 / 20 SAND FINISH STUCCOVARIES10110116 / 20 SAND FINISH STUCCOSTONE VENEER2"16 / 20 SAND FINISH STUCCOCEMENTITIOUS TRIMCEMENTITIOUS LAP SIDING16 / 20 SAND FINISH STUCCOVARIESCEMENTITIOUS TRIMCEMENTITIOUS LAP SIDINGGAF COMPOSITION SHINGLE ROOF2X6 FASCIA2X6 FASCIAGAF COMPOSITION SHINGLE ROOFMay 9, 2017TYPICAL METAL AWINGTYPICAL EXTERIOR LIGHT& UNIT ADDRESSA5.43TYPICAL GARAGE DOOR - VARIATION 1TYPICAL GARAGE DOOR - VARIATION 2TYPICAL GARAGE DOOR - VARIATION 3TYPICAL EAVE DETAILTYPICAL EAVE DETAIL 16 / 20 SAND FINISH STUCCOSTUCCO CONTROL JOINTVARIES1x CEMENETITIOUS TRIMSTUCCO CONTROL JOINT 16 / 20 SAND FINISH STUCCOCEMENETITIOUS SIDINGSTONE VENEER STONE CAP TRIMCEMENETITIOUS SIDINGVARIESVARIESRECESSED WINDOWWITH TIGHT REVEAL2.5" CEMENETITIOUS TRIMSTONE VENEER 16 / 20 SAND FINISH STUCCO2.5" CEMENETITIOUS TRIMMay 9, 2017TYPICAL CORNER WINDOW w/CEMENTITIOUS TRIM & LAP SIDINGA5.44TYPICAL STUCCO AWING &16 / 20 STUCCO SAND FINSIHED WALLTYPICAL STONE VENEER WALLTYPICAL STONE VENEER WALLTYPICAL CEMENTITIOUS WINDOW TRIM@ CEMENTITIOUS SIDING TABBED PAGE - NEIGHBORHOOD 17 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HUNTINGTON L7.1 0’200’400’800’ SITE PLAN NEIGHBORHOOD 17 NH17 ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCOLUMBUS STREET NUGGET WAYSTERLING STREETEL DORADO LANESTREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF 332120192728185432837736634101112922131426242325171615303132SEE SHEET C.7.3 FORSECTION DETAILS13529ACBDAFAEGAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.1NEIGHBORHOOD 17 (PHASE 3) SITE SUMMARYTOTAL ACRES:2.97± ACNH 17 UNIT COUNT:37 SINGLE FAMILY DETACHED UNITSDENSITY:12.5 du/ACSITE PLAN APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.2LAND USE SUMMARY SECTION C-CC/L27' PUE, PAE, DSRSD, EVAE0.5'13'GARAGE FLR.3.5'ROLLED CURB26'F/CF/CP/LP/LNTSSTREET FF2'PUE13'4'S/W3'PUE0.5'BUILDINGDISTANCE VARIES(5.5' MIN.)CURB &GUTTERSECTION B-BC/L27' PUE, PAE, DSRSD, EVAE0.5'13'GARAGE FLR.3.5'ROLLED CURB26'F/CF/CP/LP/LNTSSTREET FF2'PUE13'4'S/W3'PUE0.5'BUILDING3'CURB &GUTTERBIORETENTIONVARIES6"C/LSECTION A-A27' PUE, PAE, DSRSD, EVAE0.5'GARAGE FLR.3.5'MIN3.5'MINGARAGE FLR.13'13'0.5'26'F/CF/CROLLED CURBFLUSH CURBP/LP/LNTSSTREET GG, COURT AA, COURT Z2'PUE2'PUESECTION F-F13'TRAVEL WAY4'S/W4'S/WC/L34'13'TRAVEL WAY42' PUE, PAE, DSRSD, EVAEF/CF/CCURB &GUTTERBUILDINGDISTANCEVARIES(5.5' MIN.)BUILDINGDISTANCEVARIES(5.5' MIN.)B/WB/W0.5'B/C0.5'B/C6" VERTICALCURBNTSHUNTLEY STREET8' PARALLELPARKINGSECTION D-DNTSSTREET EEC/L26'4'S/W4'S/WF/CF/C34' PUE, PAE, DSRSD, EVAECURB &GUTTERBUILDING0.5'B/C0.5'B/CP/LP/L6" VERTICAL CURB13'13'P/L3.9'11'BUILDING3'BIORETENTIONVARIES6"FENCEP/LSECTION E-EC/L27' PUE, PAE, DSRSD, EVAE0.5'13'GARAGE FLR.3.5'ROLLED CURB26'F/CF/CP/LP/LNTSSTREET FF2'PUE13'4'S/W3'PUE0.5'BUILDING8.5'P/LFENCE6" VERTICAL CURBAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.3STREET SECTIONS ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACAC590059005800 5800 COLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF 272818332120193031325432837736634101112922131426242325171615EL DORADO LANE570035129APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.4ADDRESS PLAN ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACNPCOLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF543 283773663410111292213143031322624232517161527281833212019EL DORADO LANE13529APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.5PARKING SUMMARYREQUIRED PARKING:2 COVERED SPACES + 1 GUEST SPACE/UNIT:111 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES:74RESIDENTIAL ON-SITE PARKING SPACES:6GUEST PARKING SPACES ON PUBLIC STREETS50TOTAL PARKING SPACES:130 SPACES (3.51 SPACES/UNIT)PARKING PLANLEGEND ON-SITE GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP GUEST PARKING SPACE ON PUBLIC STREETS ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCOLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF 272818332120193031325432837736634101112922131426242325171615EL DORADO LANE13529APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.6PLANTRASH PICKUPLEGENDTRASH SERVICES ROUTENOTE: ALL STREETS ARE PRIVATE.TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVES.TRASH BIN PICKUP LOCATION FORNEIGHBORHOOD 17 ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCOLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF NEIGHBORHOOD 4MAILBOX LOCATION (PERAPPROVED PHASE 1 SDR)272818332120193031325432837736634101112922131426242325171615PROVIDE GANGMAILBOXES FORNEIGHBORHOOD 17EL DORADO LANE13529MMAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.7PLANMAILBOX LOCATIONLEGENDPRELIMINARY MAILBOX LOCATION(FINAL LOCATION SUBJECT TOUSPS APPROVAL)M COLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACAC3031325432183773663410111292213142624232517161527281833212019EL DORADO LANE2935FHFHFHFHCONNECTION TONEIGHBORHOOD 4 (PHASE 1)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.8PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTE (CONTINUATION OF N4 FROM PH. 1A)NOTE:1.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 20'-26'.FHFIRE ACCESS PLANFRONT DOOR (SHOWN FOR MEDICAL EMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCOLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF250'272818332120193031322624232517161554328377366341011129221314EL DORADO LANE12935APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.9PLANSIGHT DISTANCE ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCOLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF 3321201927281826242325171615543218377366341011129221314303132***************************EL DORADO LANE**********2828282828CROSSWALKS (TYP.) ARECONCEPTUAL AND WILL BEFINALIZED IN DESIGN*3529APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.10UDO Compliant/Exception - Primary Residence.For units with walkway slope gradient greater than8.33%, Units are compliant through options 1 & 2below:Schematic Accessible Path of Travel1.Access to home by parking in garage andentering home through garage door withoptional ramp.2.Access from sidewalk to front door viawalkway with a slope gradient greater than8.33%. Handrails may be required.Notes:1.For all Primary Residences, the homebuilder shall offer to the home buyer aportable ramp that can be placed at theexterior door to the Primary Unit.2.House plans, model, and setbacks illustratedhere are conceptual and subject to change.LEGENDUDO Compliant - Primary ResidenceSome units require walkway slope gradient to 8.33%max. This designation assumes pedestrian walks tofront door entry from public way via the walkway.X*ORDINANCEUNIVERSAL DESIGN ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCOLUMBUS STREET NUGGET WAYSTERLING STREET STREET EESTREET GGCOURT ZHUNTLEY STREETCOURT AASTREET FF 303132543283773663410111292213142624232517161533212019272818EL DORADO LANEFRONT YARDS ARE PRIVATELYOWNED AND HOA MAINTAINED.12935APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLHUNTINGTONNEIGHBORHOOD 1704080FEET120C.7.11RESPONSIBILITY PLANMAINTENANCELEGENDOPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)COURTS & PRIVATE DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDPUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES) BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HUNTINGTON L7.2 0’50’100’200’ STREET TREES NEIGHBORHOOD 17 Pistacia chinensis ‘Keith Davey’ Chinese Pistache LEGEND NUGGET WAY EL DORADO LANECOLUMBUS STREET BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HUNTINGTON L7.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 17 NUGGET WAY EL DORADO LANECOLUMBUS STREET3’ Low Stucco Wall with Cap 1. All Walls and Fences to be located outside of the PSE. 2. The height of walls, gates, signs, monuments, pilasters and any other architectural and landscape features shall be kept below 30” inside the intersection visibility zone. These zones shall be determined by the city traffic engineer. LEGEND BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HUNTINGTON 6’HT GOOD NEIGHBOR FENCE Location: Neighborhoods 11/12/18 rear yards, back yards and sideyards 3’ HT LOW STUCCO WALL WITH CAP AND ACCENT COLUMN L7.4 WALLS AND FENCING NEIGHBORHOOD 17 Location: Neighborhood 17 Frontyards 3’-4”3’-0” Stucco Color: Kelly Moore Land Rush Bone to match Architecture Veneer to Match Architecture Cap BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HUNTINGTON L7.5 0’8’16’32’ TYPICAL NEIGHBORHOOD 17 Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic 3’ Low Stucco Wall with Cap 6’ Good Neighbor Fence Street Tree Low Stucco Wall with Cap Accent Tree 6’ Wood FenceWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCO Small Trees at Allys Step Stones at back Gate Neighborhood 4 - Phase 1A BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL HUNTINGTON L7.6 0’8’16’32’ TYPICAL PASEO NEIGHBORHOOD 17 Neighborhood 4 - Phase 1A 3’ Low Stucco Wall with Cap 6’ Good Neighbor Fence Accent Tree Small Columnar Trees Pedestrian Concrete Paving Low Stucco Wall with Cap 6’ Wood Fence Accent Paving FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 A7.06 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017 APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017A7.25 NOVEMBER 21, 2016 FEBRUARY 3, 2017 APRIL 11, 2017 A7.26 NOVEMBER 21, 2016 FEBRUARY 3, 2017 APRIL 11, 2017 A7.27 NOVEMBER 21, 2016 FEBRUARY 3, 2017 APRIL 11, 2017 A7.28 FEBRUARY 3, 2017APRIL 11, 2017 A7.06 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 NOVEMBER 21, 2016FEBRUARY 3, 2017APRIL 11, 2017 TABBED PAGE - REC CENTER C CCCUP UPUP DELIVERY TRUCKTURN OUT5' SIDEWALK5' LANDSCAPE5' SIDEWALK5' LANDSCAPESTERLING STREET STREET ISTREET O STREET PSTREET QREC CENTER(PHASE 2)WING AWING BWING CAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLREC CENTER02040FEET60C.1SITE PLAN C CCUP UPUP DELIVERY TRUCKTURN OUTSTERLING STREET STREET O STREET PSTREET QREC CENTERAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLREC CENTER02040FEET60C.2PARKING PLANLEGEND REC CENTER PARKING SPACE(21) C CCCUP UPUP DELIVERY TRUCKTURN OUTSTERLING STREET EL DORADO LANESTREET ISTREET O STREET PSTREET QFIRE ACCESS FROMSTERLING STCENTRAL PARKWAYREC CENTEREVA ONLYAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLREC CENTER02040FEET60C.3FIRE ACCESSSPLANPROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTENOTE:1.REC CENTER BUILDING IS 2 STORIES WITH AN EAVEHEIGHT UNDER 30'.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUMWIDTH OF 22'-26'.FH02550FEET75 C CCCUP UPUPSTERLING STREET STREET ISTREET O STREET PSTREET QREC CENTERGARBAGE RECEPTACLESTORAGE AREADEPRESSED WALK AND CURBCUT AT STORAGE AREAAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLREC CENTER02040FEET60PLANTRASH SERVICESC.4LEGENDTRASH SERVICES ROUTENOTE:GARBAGE RECEPTACLE(S) WILL BEROLLED INTO STREET Q DROP OFFLANE BY REC CENTER EMPLOYEES ATTIME OF GARBAGE COLLECTION C CCCUP UPUP DELIVERY TRUCKTURN OUTSTERLING STREET STREET ISTREET O STREET PSTREET QREC CENTERAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLREC CENTER02040FEET60C.5ACCESSIBILITY PLANLEGENDACCESSIBLE PARKING SPACESACCESSIBLE PATH C CCCUP UPUPSTERLING STREET STREET ISTREET O STREET PSTREET QP 340.3FF 341.5P 340.1FF 341.3P 340.8FF 342.0P 340.5 FF 341.7 P 341.9 FF 342.10.5%0.5%341.8341.60.5%0.5%341.7341.8341.82%341.61%0.5%TC341.7TC341.8HP1%TC341.2TC341.01%TC340.8LPTC341.6TC341.4340.9340.6341.1341.4340.3340.51.5%341.3341.712"W24"SS8"RW18"SD341.51%341.6341.51%1%341.2341.2LP341.1341.0341.41%341.2341.40.5%0.5%HP341.31%341.2LP341.11%1%1.5%LP340.3HP341.2LP340.418"SD8"RW341.5AREADRAIN(TYP)1%2" WATERSVC2" WATERSVC6" FIRE SERVICE(SHARED FOR 3 BLDGS)6"DDC/FDC6" SANITARYSEWER SVC6"SANITARYSEWER SVC24" SDP 340.6FF 341.896" - SD96" - SD (HM DETENTION)UNDERGROUND PG&ETRANSFORMERDELIVERY TRUCKTURN OUT2" IRR. RW SERVICESWITH 1" METER2" WATERSVC4" POTABLEWATER SERVICEWITH 2" WATERMETER2"IRR.SVC.6" SANITARYSEWER SVCC.6PLANGRADING/UTILITESPRELIMINARYAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLREC CENTER02040FEET60SANITARY SEWER(WITH CLEANOUT)POTABLE WATERFIRE WATERRECYCLED WATERSTORM DRAINAGE(WITH AREA DRAIN)JOINT TRENCHUTILITY LEGEND: C UP UPUP WING CWING B WING A 341.6' F.F.E. 341.3'F.F.E.341.5'F.F.E.STERLING STREET STREET O STREET PSTREET QTURF (NOT TREATED)13131212334455677889911121116121610141491016223615151717210REC CENTER16C.7LEGENDDRAINAGE MANAGEMENT AREA (DMA) LIMITSSILVA CELL AREABIO-RETENTION CELL AREADMA # AND CORRESPONDING SILVA CELLOR BIO-RETENTION TREATMENT AREA #STORMWATERPRELIMINARYAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLREC CENTER02040FEET60SITE PLAN2DMAIMPERVIOUSAREA (SF)PERVIOUSAREA (SF)TOTAL AREA(SF)EFFECTIVEIMPERVIOUS AREA(SF)TREATMENT AREAREQUIRED (SF)TREATMENT AREAPROVIDED (SF)1110301103110344462419528344784223169170331731053278318412712841022283130510504245518260182618267374621920219221928888749350493549351971988217021721799918810188118817576101327013271327535311556055655622231211860118611864752136760676676273214618061861825291540604064061616161435014351435575817198019819888NOTES:1.THE CALCULATIONS SHOWN IN TABLE HEREON AREBASED ON ALAMEDA COUNTY CLEAN WATERPROGRAM, C.3 STORMWATER TECHNICAL GUIDANCEJANUARY 1, 2015.2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA +10% OF PERVIOUS AREA3.RAINFALL INTENSITY = 0.2 IN/HR4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HRINFILTRATION RATE5.THE TREATMENT AREA REQUIRED IS BASED ON ASIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.046.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGNTO REDUCE THE EFFECTIVE IMPERVIOUS AREA. I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER NOVEMBER 21, 2016 OVERALL A1 EXTERIOR PERSPECTIVES VIEW FROM COURTYARD TOWARDS BREEZEWAY 1 NTS1VIEW FROM POOL TOWARDS BUILDING NTS3 CORNER VIEW FROM STERLING ST. NTS2VIEW FROM POOL TOWARDS BREEZEWAY 2 NTS4 APRIL 11, 2017MAY 9, 2017 WING A FIRST FLOOR (341.6') 0" A C D E F G H JC.8 SECOND FLOOR 14' - 0" SPRING POINT WING B LOW ROOF 25' - 9" B T.O. TRUSS CHORD A 28' - 9" WING B MECH ROOF DECK 29' - 7" 134567891011121.2 SECOND FLOOR14' - 0" 2 T.O. TRUSSCHORD C 22' - 0" SPRING POINT WING B HIGH ROOF 28' - 4" WING B FIRST FLOOR (341.3') -3 19/32" 3.4 1.811.6 I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER APRIL 11, 2017 OVERALL A2 EXTERIOR ELEVATIONS 1/8" = 1'-0"1 SOUTH ELEVATION 1/8" = 1'-0"2 WEST ELELVATION MAY 9, 2017 ACDEFGHJC.8 SECOND FLOOR14' - 0" B T.O. TRUSS CHORD C 22' - 0" SPRING POINT WING B HIGH ROOF 28' - 4" WING C FIRST FLOOR (341.5') -1 3/16" 1 3 4 5 6 7 8 9 10 11 121.2 SECOND FLOOR14' - 0" 2 T.O. TRUSS CHORD C 22' - 0" T.O. TRUSS CHORD A 28' - 9" SPRING POINT WING B HIGH ROOF 28' - 4" WING C MECH DECK 17' - 0" WING C FIRSTFLOOR (341.5') -1 3/16" 3.41.8 11.6 I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER APRIL 11, 2017 OVERALL A3 EXTERIOR ELEVATIONS 1/8" = 1'-0"1 NORTH ELEVATION 1/8" = 1'-0"2 EAST ELEVATION MAY 9, 2017 A C DC.8B T.O. TRUSS CHORD C 22' - 0" WING C MECH DECK 17' - 0" WING C FIRST FLOOR (341.5') -1 3/16" ACDC.8 SECOND FLOOR 14' - 0" B SPRING POINTWING B HIGHROOF 28' - 4" WING B FIRST FLOOR (341.3') -3 19/32" 1 3 4 51.2 SECOND FLOOR14' - 0" SPRING POINT WING B LOW ROOF 25' - 9" 2 WING B FIRST FLOOR (341.3') -3 19/32" 3.41.8 WING A FIRST FLOOR (341.6') 0" 131.2 SECOND FLOOR 14' - 0" 2 T.O. TRUSS CHORD A 28' - 9" 3.4 1.8 I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER APRIL 11, 2017 OVERALL A4 BREEZEWAY ELEVATIONS 1/8" = 1'-0"1 SOUTH BREEZEWAY ELEVATION - WING C 1/8" = 1'-0"2 NORTH BREEZEWAY ELEVATION - WING B 1/8" = 1'-0"3 EAST BREEZEWAY ELEVATION - WING B 1/8" = 1'-0"4 WEST BREEZEWAY ELEVATION - WING A MAY 9, 2017 UP UP UP A B C A C D E F G H J C.6 1 3 4 5 6 7 8 9 10 11 121.2 2 15' - 0"16' - 9"14' - 5"19' - 2"19' - 0"25' - 0"23' - 0"23' - 0"23' - 0" 5' - 2"14' - 2"14' - 0"7' - 10"24' - 2"22' - 5"14' - 1"15' - 6 1/2"BUILDING CBUILDING B BUILDING A LIVING ROOM B107LOBBY B100 CAFE B101 CAFE STG B102 ELECTRICAL B106 RR B105 RR B103 RR B104 ELEV. BREEZEWAY 1 WOMEN'S RR C106 MEN'S RR C105 CLUBHOUSE C100 STORAGE 1 C101 AV CLOSET C107 JANITOR C102 KITCHEN C103 FITNESSCLASSROOM 1 A100 FITNESS CLASSROOM 2 A102 POOLMECHANICAL ROOM A103 POOL CHEM ROOM 1 A104 POOL CHEMROOM 2 A105 BREEZEWAY 2 MEN'S LOCKER A106 WOMEN'SLOCKER A107 STORAGE A101 STAIR #1 STAIR #3 STAIR #2 24' - 0"11' - 0"FINISH LEGEND PORCELAIN TILE STAINED CONCRETE LVT SEALED CONCRETE CARPET TILE RUBBER FLOORING RESILIENT FLOORING CONCRETE DECK TILES I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER OVERALL A5 FIRST FLOOR FINISH PLAN 3/32" = 1'-0"1 FIRST FLOOR FINISH PLAN APRIL 11, 2017 DN DN DN A B C A C D E F G H J C.6 1 3 4 5 6 7 8 9 10 11 121.2 2 OPEN TO BELOW TELECOM B201 RR B202 RR B203 RR B204 ELEV. LOFT B200 CONFERENCE B205 MECH. B208 OFFICE B207 OFFICE B206 DECK 1 202 STAIR #1 STAIR #3 STAIR #2 MECHANICAL C200 LOW ROOF OPEN TO BELOW DECK 2 200 WORKOUT ROOM A200 STORAGE A202 MECHANICAL A201 OPEN TO BELOW SEISMIC JOINT FINISH LEGEND PORCELAIN TILE STAINED CONCRETE LVT SEALED CONCRETE CARPET TILE RUBBER FLOORING RESILIENT FLOORING CONCRETE DECK TILES I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER OVERALL A6 SECOND FLR FINISH PLAN 3/32" = 1'-0"1 SECOND FLOOR FINISH PLAN APRIL 11, 2017 I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 506 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER OVERALL A7 RCP FIRST FLOOR FIRST FLOOR REFLECTED CEILING PLAN 3/16" = 1'-0"1 APRIL 11, 2017 I U E I H U 9 AS.O A FRANCN 4080 H I N S L11 AL E CR NDEN VA ,NING CRAE TCEIT SC S N N G R O U P 7 S 506 C 0718 2 P R A O 90 A EU C + ER 4 BOULEVARDphases 2-5DUBLIN, CALIFORNIA REC CENTER OVERALL A8 RCP SECOND FLOOR SECOND FLOOR REFLECTED CEILING PLAN 3/16" = 1'-0"1 APRIL 11, 2017 VESTING TENTATIVE MAP CCCCCCCCC CCCCC CUP UP UPWING CWING BWING A341.6'F.F.E.341.3'F.F.E .341.5'F.F.E . 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 AC PLAN 1PLAN 2AC PLAN 3ACAC PLAN 1PLAN 2AC PLAN 3ACAC PLAN 1PLAN 2AC PLAN 3ACAC PLAN 1 PLAN 2ACACPLAN 1PLAN 2AC PLAN 2ACACPLAN 1PLAN 2ACPLAN 3AC ACPLAN 1 PLAN 2AC PLAN 3 AC PLAN 3 AC PLAN 2ACACPLAN 1PLAN 3ACPLAN 2 AC PLAN 3ACACPLAN 1PLAN 2ACPLAN 3AC PLAN 2ACPLAN 2AC PLAN 3ACPLAN 3AC PLAN 3ACAC PLAN 1 PLAN 3AC ACPLAN 1PARCEL J PARCEL KPLAN 1BPLAN 1 B PLA N 1 BPLAN 1B PLAN 1 B C C C CCC CC CC C C C C C C C CC C C CCCPLAN 2BPLAN 2BPLAN 2B PLAN 2B PLAN 2BElectricGasFire CommandCenter ElectricGasFire Comm a n d Center ABBREVIATION B/C BACK OF CURB BNDY BOUNDARY BW BOTTOM OF WALL B/W BACK OF SIDEWALK C/L CENTERLINE DMA DRAINAGE MANAGEMENT AREA DSRSD DUBLIN SAN RAMON SERVICES DISTRICT ESMT EASEMENT EVAE EMERGENCY VEHICLE ACCESS EASEMENT EVA EMERGENCY VEHICLE ACCESS F/C FACE OF CURB FF FINISHED FLOOR GL GARAGE LIP HOA HOMEOWNERS' ASSOCIATION L/S LANDSCAPE LSE LANDSCAPE EASEMENT NH NEIGHBORHOOD P PAD GRADE PAE PRIVATE ACCESS EASEMENT PH PHASE PAE PRIVATE ACCESS EASEMENT P/L PROPERTY LINE PSE PUBLIC SERVICE EASEMENT PUE PUBLIC UTILITY EASEMENT RW WATER LINE (RECLAIMED) R/W RIGHT OF WAY SD STORM DRAIN SDE STORM DRAIN EASEMENT SS SANITARY SEWER SSE SANITARY SEWER EASEMENT SW SIDEWALK S/W SIDEWALK TC TOP OF CURB TFC TOP OF FLUSH CURB TRC TOP OF ROLLED CURB ELEVATION TSRC TOP OF SPILL ROLLED CURB ELEVATION TW TOP OF WALL W WATER LINE (DOMESTIC) WLE WATER LINE EASEMENT LOCATION MAP NOT TO SCALE VICINITY MAPHOPYARDROADDOUGHERTYROADSAN RAMON VALLEYI - 6 8 0 BLVD.ROADGLEASON DRIVE TASSAJARA ROADPLEASANTONDRIVEHACIENDASANT A RIT A ROADI-580 DUBLIN BOULEVARD CENTRAL PARKWAY EL CHARROROADFALLONDUBLIN ALAMED A C O U N T Y CONTRA C O S T A C O U N T Y ROAD N. CANY O N S PARK W A Y COLLIER CANYON D O O L A N R O A D I-580 PROJECT SITE ARNOLDDRIVES C A R L E T T D R I V E INDEX OF TENTATIVE MAP SHEETS SHEET DESCRIPTION 0.1 COVER SHEET 0.2 INDEX SHEET 0.3 DETAIL SHEET 0.4 DETAIL SHEET TRACT 8360 (NH7-TRACT 8413, NH8-TRACT 8415) PH2 1.0 EXISTING CONDITIONS 1.1 TENTATIVE MAP 1.2 GRADING AND DRAINAGE PLAN 1.3 UTILITY PLAN 1.4 STORM WATER MANAGEMENT PLAN 1.5 SECTIONS AND DETAILS TRACT 8361 (NH9) PH 2, TRACT 8362 (NH16) PH 3 2.0 EXISTING CONDITIONS 2.1 TENTATIVE MAP TRACT 8362 2.2 TENTATIVE MAP TRACT 8361 2.3 GRADING AND DRAINAGE PLAN 2.4 UTILITY PLAN 2.5 STORM WATER MANAGEMENT PLAN 2.6 SECTIONS AND DETAILS TRACT 8363 (NH10) PH 2 3.0 EXISTING CONDITIONS 3.1 TENTATIVE MAP 3.2 GRADING AND DRAINAGE PLAN 3.3 UTILITY PLAN 3.4 STORM WATER MANAGEMENT PLAN 3.5 SECTIONS AND DETAILS TRACT 8364 (NH11-TRACT 8410, NH12-TRACT 8411) PH 2, TRACT 8365 (NH18) PH 3 4.0 EXISTING CONDITIONS 4.1 TENTATIVE MAP TRACT 8365 4.2 TENTATIVE MAP TRACT 8364 4.3 GRADING AND DRAINAGE PLAN 4.4 UTILITY PLAN 4.5 STORM WATER MANAGEMENT PLAN 4.6 SECTIONS AND DETAILS TRACT 8366 (NH13) PH 2 5.0 EXISTING CONDITIONS 5.1 TENTATIVE MAP 5.2 GRADING AND DRAINAGE PLAN 5.3 UTILITY PLAN 5.4 STORM WATER MANAGEMENT PLAN 5.5 SECTIONS AND DETAILS TRACT 8367 (NH14-TRACT 8414, NH15-TRACT 8412) PH 3 6.0 EXISTING CONDITIONS 6.1 TENTATIVE MAP 6.2 GRADING AND DRAINAGE PLAN 6.3 UTILITY PLAN 6.4 STORM WATER MANAGEMENT PLAN 6.5 SECTIONS AND DETAILS TRACT 8368 (NH17) PH 3 7.0 EXISTING CONDITIONS 7.1 TENTATIVE MAP 7.2 GRADING AND DRAINAGE PLAN 7.3 UTILITY PLAN 7.4 STORM WATER MANAGEMENT PLAN 7.5 SECTIONS AND DETAILS LEGEND PROPOSEDEXISTING / BY OTHERS BOUNDARY LINE DRAINAGE MANAGEMENT AREA BOUNDARY RIGHT OF WAY TREATED STORM DRAIN, MANHOLE AND DRAINAGE INLET UNTREATED STORM DRAIN YARD DRAIN FIELD INLET WATER LINE AND VALVES WATER LINE (RECLAIMED) SANITARY SEWER AND MANHOLE PARCEL LINE PAD GRADE ELECTROLIER FIRE HYDRANT 2:1 SLOPE UNLESS OTHERWISE NOTED RETAINING WALL EARTH SWALE NEIGHBORHOOD IN PHASE 2 NEIGHBORHOOD IN PHASE 3 NEIGHBORHOOD NOT A PART OF THIS TENTATIVE MAP NEIGHBORHOOD LINE DIRECTION OF STORM WATER OVERLAND RELEASE SIDEWALK SILVA CELL BIO-RETENTION BASIN STORMWATER TREATMENT FACILITY#3 TENTATIVE MAP NOTES: 1.OWNER: DUBLIN CROSSING, LLC 500 LA GONDA WAY, SUITE 100 DANVILLE, CA 94526 (925) 743-8000 CONTACT: NICOLE MOORE 2.APPLICANT: DUBLIN CROSSING, LLC 500 LA GONDA WAY, SUITE 100 DANVILLE, CA 94526 (925) 743-8000 CONTACT: NICOLE MOORE 3.ENGINEER/PLANNER:MACKAY & SOMPS 5142 FRANKLIN DR, SUITE B PLEASANTON, CA 94588-3355 CONTACT: MARK McCLELLAN / COLETTE L'HEUREUX (925) 225-0690 4.GEOTECHNICAL CONSULTANTS:BERLOGER STEVENS AND ASSOCIATES 5587 SUNOL BOULEVARD PLEASANTON, CA 94588 CONTACT: BILL STEVENS (925) 484-0220 5.AREA SUBJECT TO INUNDATION:A PORTION OF THIS PROPERTY LIES WITHIN ZONE AE (BASE FLOOD ELEVATIONS DETERMINED) PER FLOOD INSURANCE RATE MAP NUMBER 06001C0309G, EFFECTIVE DATE AUGUST 3, 2009. 6.SUBDIVIDED AREA:54.5± ACRES 7.ASSESSOR'S PARCEL NUMBER: PORTION OF 986-1-1-19 8.WATER/SEWER SYSTEM: TO BE INSTALLED IN CONFORMANCE WITH DUBLIN SAN RAMON SERVICES DISTRICT(DSRSD) STANDARDS. 9.DRAINAGE:TO BE INSTALLED IN CONFORMANCE WITH CITY OF DUBLIN STANDARDS. 10.GAS & ELECTRICITY:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF PACIFIC GAS AND ELECTRIC CO. 11.TELEPHONE:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF AT&T. 12.CABLE:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF COMCAST. 13.STREET IMPROVEMENTS:PER CITY OF DUBLIN STANDARDS AND P.D. APPROVALS. STREETS TO BE PRIVATE. 14.EXISTING ZONING:DUBLIN CROSSING ZONING DISTRICT 15.EXISTING LAND USE:MILITARY 16.PROPOSED LAND USE:MEDIUM TO MEDIUM HIGH DENSITY RESIDENTIAL 17.TOPOGRAPHIC INFORMATION SHOWN IS BASED ON AERIAL SURVEY PREPARED IN JULY 2012. 18.UTILITY SIZES AND LOCATION, STREET GRADES AND LOT DIMENSIONS ARE PRELIMINARY AND SUBJECT TO FINAL ENGINEERING DESIGN AND HOUSE PLOTTING. 19.DEVELOPER RESERVES THE RIGHT TO RECORD MULTIPLE FINAL MAPS AND/OR CONVEYANCE MAPS (PARCEL MAPS) ON THIS PROPERTY. 20.IT IS THE INTENT OF THE DEVELOPER TO FILE CONDOMINIUM PLANS FOR THE CONDOMINIUM UNITS AFTER THE FINAL MAP APPROVAL. 21.GROSS AREA/ TOTAL NUMBER OF UNITS: PH 2 TRACT 8360- NH7,NH8 12.67 ACRES 224 UNITS TRACT 8361- NH9 3.36 ACRES 48 UNITS TRACT 8363- NH10 5.97 ACRES 102 UNITS TRACT 8364- NH11,NH12 8.08 ACRES 89 UNITS TRACT 8366- NH13 6.17 ACRES 45 UNITS PH 3 TRACT 8367- NH14,NH15 8.84 ACRES 158 UNITS TRACT 8362- NH16 3.14 ACRES 48 UNITS TRACT 8368- NH17 3.01 ACRES 37 UNITS TRACT 8365- NH18 3.23 ACRES 40 UNITS TOTAL:791 UNITS 22.EXTERNAL SUBDIVISION IMPROVEMENTS THAT MUST OCCUR WITH PHASE 2-3, PER EXHIBIT I OF THE DEVELOPMENT AGREEMENT: PHASE 2 ·DUBLIN BOULEVARD AND IRON HORSE PARKWAY INTERESECTION ·SCARLETT DRIVE EXTENSION / WIDENING BETWEEN DOUGHERTY DRIVE AND SOUTHERLY BOUNDARY OF PHASE 2 PARCEL PHASE 3 ·ARNOLD ROAD WIDENING ·ARNOLD ROAD AND CENTRAL PARKWAY SIGNAL MODIFCATIONS ·DUBLIN BOULEVARD AUXILIARY LANE ·DUBLIN BOULEVARD AND ARNOLD ROAD INTERSECTON ·SCARLETT DRIVE EXTENSION BETWEEN SOUTHERLY BOUNDARY OF PHASE 2 PARK PARCEL AND DUBLIN BOULEVARD 9 6 5 PARCEL B 11 10 8 7 1 2 PARCEL C 3 412 13 14 15 1716 PARCEL A PARCEL D TRACT 8364 NH11 & NH12 LARGE LOT MAP SEE SHEET 4.0 TRACT 8365 NH18 SEE SHEET 4.0 TRACT 8361 NH9 SEE SHEET 2.0 TRACT 8362 NH16 SEE SHEET 2.0 TRACT 8360 NH7 & NH8 LARGE LOT MAP SEE SHEET 1.0 TRACT 8367 NH14 & NH15 LARGE LOT MAP SEE SHEET 6.0 TRACT 8363 NH10 SEE SHEET 3.0 TRACT 8366 NH13 SEE SHEET 5.0 TRACT 8368 NH17 SEE SHEET 7.0 ARNOLD ROADIRON HORSE PARKWAYCENTRAL PARKWAYSTERLING STREETNUGGET WAY HORIZON PARKWAY FUTURE SCHOOL SITE HORIZON PARKWAY DUBLIN BOULEVARD TRACT 8306 NH1 & NH2 TRACT 8307 NH3 TRACT 8309 NH5 & NH6 FUTURE PARK COLUMBUS STREETEL DORADO LANE EL DORADO LANETRACT 8308 NH4 TRACT 8411 NH12 SEE SHEET 4.0 TRACT 8410 NH11 SEE SHEET 4.0 TRACT 8412 NH15 SEE SHEET 6.0 TRACT 8414 NH14 SEE SHEET 6.0 TRACT 8415 NH8 SEE SHEET 1.0 TRACT 8413 NH7 SEE SHEET 1.0 INDEX SHEET 1" = 100'GALENA STREETCAN AL 2 LEGEND NEIGHBORHOOD IN PHASE 2 NEIGHBORHOOD IN PHASE 3 TRACT BOUNDARY NEIGHBORHOOD LINE NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT R NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS)R FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC NTS VERTICAL CURB AND FLUSH CURB TRANSITION 18" M I N . TRANS I T I O N DWY ~ ~ AC PV M T ~ BLDG. G A R A G E STRUC T U R E S=0 . 5 %(M I N ) VERTI C A L CURB FLUSH CURB NTS CURB A N D G U T T E R , THEOR E T I C A L T O P AC PV M T OF CU R B CURB AND GUTTER AND ROLLED CURB TRANSITION TRC BEG/END TRANSBEG/END TRANS3' TR A N S I T I O N (TYP. ) NTS PRIVATE ALLEY TRC VERTICAL CURBFLUSH C U R B TVC 2%PRIVA T E A L L E Y ROLLE D C U R B & GUT T E R TFC2' TRANS.TYP* FINAL ROADWAY STRUCTURAL SECTIONS TO BE BASED ON ACTUAL FIELD R-VALUES PRELIMINARY PAVEMENT DESIGN CHART STREET NAME T.I. 96" 74" 5*20" 5*15" 4.53"5*8" AC AB R-VALUE HORIZON PARKWAY, CENTRAL PARKWAY, STERLING STREET COLUMBUS STREET, IRON HORSE PARKWAY, ELDORADO LANE, GALENA STREET NEIGBORHOOD PRIVATE STREETS, COURTS, AND ALLEYS GUTTER FLOWLINE 7.5% MAX TOP OF RAMP ROUNDED SEE NOTE BELOW NOTE:COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB SHALL NOT BE STEEPER THAN 5.0%. GUTTER PAN SLOPE SHALL NOT EXCEED 5%. CURB RAMP SECTION NTS NTS CURB CUT OPENING @ 20' O.C. (SEE SECTION F-F) STEEL REINFORCEMENT (SEE STRUCTURAL DESIGN BY OTHERS) FC PVMT EDGE SUBDRAIN (SEE DETAIL HEREON) DEEPENED CURB 1/4" LIP @ GUTTER BIO-RETENTION AREA IMPERMEABLE ROOT BARRIER 3:1 M A X . 4" PVC PERFORATED SUBDRAIN NOTES: 1.FOR CONSTRUCTION OF BIO-RETENTION CELLS, DO NOT EXCAVATE SOIL OVER 50 LINEAR FEET BEHIND DEEPENED CURB. 2.ANY OPEN TRENCHES MUST BE BACKFILLED WITHIN 48 HOURS. 5"CONCRETE W/ 3" REBARS @ 18" O.C. OVER NATIVE SOIL OPTION 2 - BIO-RETENTION CELL WITH DEEPENED CURB SECTION E-E NTS CURB CUT OPENING @ 20' O.C. (SEE SECTION F-F) STEEL REINFORCEMENT (SEE STRUCTURAL DESIGN BY OTHERS) FC PVMT EDGE SUBDRAIN (SEE DETAIL HEREON) DEEPENED CURB 1/4" LIP @ GUTTER BIO-RETENTION AREA IMPERMEABLE ROOT BARRIER 3:1 M A X . 4" PVC PERFORATED SUBDRAIN NOTES: 1.FOR CONSTRUCTION OF BIO-RETENTION CELLS, DO NOT EXCAVATE SOIL OVER 50 LINEAR FEET BEHIND DEEPENED CURB. 2.ANY OPEN TRENCHES MUST BE BACKFILLED WITHIN 48 HOURS. 5"CONCRETE W/ 3" REBARS @ 18" O.C. OVER NATIVE SOIL OPTION 2 - BIO-RETENTION CELL WITH DEEPENED CURB SECTION E-E ETENT ETENT 4" PVC PERFORATED SUBDRAIN CLASS 2 PERMEABLE MATERIAL PER CALTRANS SPECIFICATIONS, SECTION 68. OVERFLOW PIPE TYPICAL BIO-RETENTION BASIN NTS STORMWATER TREATMENT AREA 12"18"6" MIN.PONDING1"6"2"3:1 M A X .3:1 MAX . NATIVE SOIL SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN TOP OF BASIN OUTLET RISER SECTION B-BNTIONNTION NTS SIDEWALK 4" CONCRETE SOLID DISTRIBUTION LINE (UNTREATED) 4" AGGREGATE BASE DRAINAGE INLET (UNTREATED) AC PVMT 1.25'GEOFABRIC PERFORATED COLLECTION LINE (TREATED) 12" HDPE RISER WITH TRASH RACK HDPE STORM DRAIN (TREATED) OVERFLOW AT FREEBOARD ELEVATION 6"18" SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN. 12" CLASS 2 PERMEABLE MATERIAL SOLID COLLECTION LINE (TREATED) PERFORATED DISTRIBUTION LINE (UNTREATED)SILVA CELL (TYP) SOLID DISTRIBUTION LINE (UNTREATED) TYPICAL SILVA CELL STORMWATER QUALITY TREATMENT SECTION A-A VOID OVERFLOW RISER FLOWS TO SD SYSTEMTREATED OUTFLOWUNTREATED INFLOWCLEANOUT FOR UNDERDRAIN 4" PERFORATED UNDERDRAIN BUBBLE UP STRUCTURE WITH COBBLE TYPICAL BIO-RETENTION BASIN3:13:1DISTRIBUTION PIPE (UNTREATED) COLLECTION PIPE (TREATED) F/C DRAINAGE INLET SILVA CELL (TYP) HDPE SD PIPE (TREATED) FLOW HDPE SD PIPE (TREATED) B/W STORM DRAIN (UNTREATED) STORM DRAIN (UNTREATED) F FSTA PER PLANCURB C U T - O U T 24" 12'6" 6" NTS 3/4=1' 6" VE R T I C A L CURB STREETBIO-RETENTION0.2' BIORETENTION AREA 2'x2' COBBLES 4"-6" DIAAREA SECTION F-F F FSTA PER PLANCURB C U T - O U T 24" 12'6" 6" NTS 3/4=1' 6" VE R T I C A L CURB STREETBIO-RETENTION0.2' BIORETENTION AREA 2'x2' COBBLES 4"-6" DIAAREA SECTION F-F NTS SIDEWALK 4" CONCRETE SOLID DISTRIBUTION LINE (UNTREATED) 4" AGGREGATE BASE DRAINAGE INLET (UNTREATED) AC PVMT 1.25'GEOFABRIC PERFORATED COLLECTION LINE (TREATED) 12" HDPE RISER WITH TRASH RACK HDPE STORM DRAIN (TREATED) OVERFLOW AT FREEBOARD ELEVATION 6"VOID 18" SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN. 12" CLASS 2 PERMEABLE MATERIAL SOLID COLLECTION LINE (TREATED) PERFORATED DISTRIBUTION LINE (UNTREATED)SILVA CELL (TYP) SOLID DISTRIBUTION LINE (UNTREATED) STORM QUALITY TREATMENT ADJACENT TO STREET PARALLEL PARKING SECTION C-CIONION SIDEWALK 4" CONCRETE SOLID DISTRIBUTION LINE (UNTREATED) 4" AGGREGATE BASE DRAINAGE INLET (UNTREATED) AC PVMT 1.25'GEOFABRIC PERFORATED COLLECTION LINE (TREATED) 12" HDPE RISER WITH TRASH RACK HDPE STORM DRAIN (TREATED) OVERFLOW AT FREEBOARD ELEVATION 6"VOID 18" SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN. 12" CLASS 2 PERMEABLE MATERIAL SOLID COLLECTION LINE (TREATED) PERFORATED DISTRIBUTION LINE (UNTREATED)SILVA CELL (TYP) SOLID DISTRIBUTION LINE (UNTREATED) OPTION 1 - SILVA CELL SECTION D-D NTS OPTION 1 - SILVA CELL OPTION 2 - BIO-RETENTION CELL WITH DEEPENED CURB STORMWATER QUALITY TREATMENT WITHOUT PARALLEL STREET PARKING NTS DRAINAGE INLET DRAINAGE INLET EL DORADO LANEIRON HORSE PARKWAYCENTRAL PARKWAY EX. 12" W TO BE REMOVED EX. 6" W TO BE REMOVEDEX. ELECTRICAL TO BE REMOVED EX. 96" SD NH 1 & 2 TRACT 8306 NH 1 & 2 TRACT 8306STERLING STREET 9 6 5 PARCEL B 11 10 8 7 1 2 PARCEL C 3 412 13 14 15 1716 PARCEL A PARCEL DWING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.145'STERLING STREETEL DORADO LANECENTRAL PARKWAY IRON HORSE PARKWAYSTREET M STREET NSTREET LCOURT H STREET OSTREET P STREET Q 46' 58'53'58'8'44'126'58'126'44'73'50'264'83'3'3' 8' 160'145'50'43'22'125'58'118'14' 37'141'58'145'43' 2 2 '130'50'58'118'14' 40'141'13'13'7' 1' 3'12'17'12'3'44'138' 134'58'138'44'134' 268' 3'12'17'12'8'13'27'13'1' 3' 40' 14'141'118'58'50'144'58'48'139' 3'76'64'113'12'2'43'31'34'37'23'124'120'15'120'15'41'124'22'22' 40'40' 3'3' N88°33'28"W 224.24'N88°33'28"W 306.50'S1°35'51"W 382.95'N88°24'09"W 252.50'S1°35'51"W 382.12'Δ=90°00 '0 0 "L=42.4 1 'R=27.0 0 ' Δ=9 0 ° 0 0 '00"L= 4 2 . 4 1'R= 2 7 . 0 0'Δ=90°00'00 "L=42.41'R=27.00 ' Δ=9 0 ° 0 0 '00"L= 4 2 . 4 1'R= 2 7 . 0 0'N1°35'51"E 381.97'S1°35'51"W 381.07'S88°24'09"E 276.78' PARCEL C PARCEL B 13 STREET J (PUE, PAE, EVAE, DSRSD) STREET K (PUE, PAE, EVAE, DSRSD)STREET I (PUE, PAE, EVAE, DSRSD) 77'68' 142'13'11'13'15'15'3'3' 38' 22' 59'1'13'13'0'4' 21'7'31'38'39'2 2'121' 121'22'48'13'13'43' 22'130'9'3'123'12' 3'122'46'22'PARCEL A 33'27'27'46' 23' 58'61' 15 14 11 1716 10 9 16 5 2 3 412 8 7 3'71'64'33'3' 3'135'10'8' PARCEL D PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A HOA RECREATION CENTER PARCEL PARCEL B HOA LANDSCAPE PARCEL PARCEL C HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL D HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) LOTS 1 THRU 17 RESIDENTIAL CONDOMINIUMS (102 UNITS) NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. TRACT 8364 (NH12) TRACT 8367 (NH14 & NH15) TRACT 8366 (NH13) TRACT 8308 (NH14) TRACT 8306 (NH2) PARCEL AREA TABLE PARCEL # 1 2 3 4 5 6 7 AREA (SF±) 7517 8351 8769 8394 8659 8379 9310 PARCEL # 8 9 10 11 12 13 14 AREA (SF±) 9274 7982 7510.71 7562 8476 8741 9049 PARCEL # 15 16 17 PARCEL A PARCEL B PARCEL C AREA (SF±) 9360 8832 8907 42307 8557 42117 PARCEL D 21978 STERLING STREETUPUPUPWING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.EL DORADO LANESTREET M STREET NSTREET LSTREET JSTREET I STREET P 0.5%2.6%1.5%2%0.5%2%4% 1.1%0.5%3.2%0.5%0.8%2%2%2% 1.5% 2%0.5%0.5%2% 5.6% 0.5% 0.5%2%2%2%2%STREET K RECREATION CENTER SITE 0.5%0.5% 1.9%2%3%C A D A B DD A CBA 0.8%IRON HORSE PARKWAYCENTRAL PARKWAY COURT H STREET OSTREET Q 2%0.5%0.5%1.0%0.5%0.5%0.5%0.5%2%2% 1.7%P 340.5FF 341.7CC C C CCC 1.3%2%0.5% FB E NH12 NH13 NH4 NH1 & NH2 NH1 & NH20.5%FF 341.5 P 340.3 FF 341.3 P 340.1 FF 341.8 P 340.6 FF 342.3 P 341.1 FF 342.8 P 341.6 FF 343.7 P 342.5 FF 344.5 P 343.3 FF 344.2P 343.0FF 343.9P 342.7FF 342.3P 341.1FF 342.4P 341.2FF 343.7P 342.5FF 341.9 P 340.7 FF 342.2 P 341.0 FF 342.0P 340.8FF 342.0P 340.8FF 342.4P 341.2FF 342.1P 341.9FF 342.0 P 340.8 COORDINATION OF CROSSWALK STRIPING TO OCCUR WITH IMPROVEMENT PLANS 2%1.7%2%2% 342.6 343.3 342.9 LP TC 343.2 TC 343.0LP TC 343.0 343.2TFC 343.6HP TFC 343.8TRC 343.5TFC 343.4TC 343.8 TC 344.3 LP TC TC 344.1 343.3 TFC 344.1 TC 343.7 LP TC 343.3 TC 342.8 TC 343.0 TFC 343.3TFC 343.1 TC 343.2 TFC 343.3TC 343.8343.9 343.2 TRC 341.47341.6LP TFCHP TFC 342.0TFC 341.9TC 340.9HP 341.0TC 340.8 341.2 341.2TC 340.4341.5 341.54341.6 TC 341.5LP 341.0 HP 341.2TC 341.0341.7 TC 341.6HP TRC 341.7HP TFC 342.0341.6 HP TC 342.3 GB TFC 342.0 EVATFC 342.4TFC 341.4341.9TFC 341.9 HP TRC 341.6 TC 341.3 LP TC340.53 TC GBLP TC TC TC LPGBLP LP TC 341.4 TC LP TC LP TC 342.1 GB TFC 341.3341.1 340.8342.9342.6TC 343.0TFC 343.3341.4 340.9 341.5 343.5343.8343.7344.5343.7 341.5HP TFC 341.6TFC 341.3LP TC 341.5TC 341.7 TC 341.4 HP TFC 341.8 HP TRC 341.5 TFC 341.5 TRC 341.2 341.3 TC 341.6 LP TC 341.2 TC 342.2 HP TC 341.7 LP TC 341.2HP TFC 341.6HP TRC 341.3341.6342.6342.0 341.4340.2TRCTCHPTC 341.8TC 341.4341.2 341.2 342.1 TRC 341.4 342.6 342.6 9 4 4 4 4 4 9 9 4 4 4 4 9 9 9 4 4 9 4 4 9 4 NH14 & NH15 R=4.71'(TYP) R=15' R=15' R=15' R=20' R=25' R=5' R=10' R=15'R=15'R=10' R=15' R=15' R=15' R=15' R=4.71'(TYP) R=15' R=15' R=10' R=10'R=10' R=10.00' R=15' R=10' R=10' R=15' R=15' R = 4 0 'R=40'R=15' R=15'R=40'R = 4 0 ' R=15' R=15' R=15' R=15' R=15' R=15' 341.47 EX 340.4 LP 341.2 HP 342.3 HP 340.3 LP 340.9 LP 342.6 HP 342.0 LP 343.0 GB 343.9 HP 341.7 LP 342.3 HP 341.3 LP 341.8 HP 341.0 LP 341.4 HP 340.66 EX 343.5 LP 344.5 HP 344.0 LP 345.0 HP 343.7 GB 343.0 LP 343.6 HP 342.8 LP 343.4 342.8 LP 343.3 339.8 LP R=40'R=15' R=15' R=15' R=15' R=15' R=15' R=15' R=25'R =2 5'H AG I J R=15' R=15' R=10' R=15' (SEE SDR) NOTES: 1.SEE SHEET 3.5 FOR CROSS SECIONS 5 SD SS LATERAL (TYP) POTABLE WATER LATERAL & METER (TYP) FIRE LATERAL (TYP) 8"W 8"SS8"W8"SS12"SD12"SD9 6 5 PARCEL B 11 10 8 7 1 2 PARCEL C 3 412 13 14 15 1716 PARCEL A PARCEL D UPUPUPWING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.CC C C CCCSTERLING STREETIRON HORSE PARKWAYCENTRAL PARKWAY COURT H STREET P STREET QEX 12"WEX 8"WEX 8"W EX 12"WEX 8"W EX 8"W EX 24"SSEX 24"SSEX 15"SS EX 12"SS EX 36"SD EX 18"SDEX 36"SDEX 36"SD EX 36"SD EX 36"SDEX 18"SDEX 18"SDEX 36"SD EX 30"SDEX 36"SDEX 18"SD EX 30"SDEX 24"SD EX 18"SDEX 36"SD EX 24"SDEX 18"SDEX 24"SDEX 8"RW EX 8"RWEX 8"RWEX 8"RWEX 8"RW EX 8"RW EX 8"RWEX 8"WEX 8"RWEX 12"SSEX 36"SDSD EX 18"SD EX 18"SDEX 8"SSEX 18"SDEX 8"WEX 15"SS EX 18"SD NH14 & NH15EL DORADO LANESTREET M STREET NSTREET LSTREET JSTREET ISTREET OEX 8"WEX 18"SD EX 24"SDEX 24"SDEX 18"SD EX 18"SDEX 8"RWSTREET K EX 96"SD EX 96"SD EX 96"SD INV 335.0 INV 333.9INV 333.9 INV 333.8 INV 337.0 INV 335.0 INV 334.6INV 334.6 INV 334.5 INV 335.1 INV 337.0 INV 337.0 INV 337.0 INV 333.9INV 333.9 INV 333.8 INV 331.8 EX INV 331.7 INV 336.5INV 335.0 INV 333.0 INV 330.2INV 330.2 INV 330.1 EX INV 328.0 INV 330.4INV 330.4 INV 330.3 INV 335.1 INV 335.0 INV 336.2 EX INV 336.2 INV 337.8INV 337.8 INV 337.8 INV 338.0 INV 334.2 INV 334.2 INV 331.8INV 331.8 EX INV 331.8 INV 333.6INV 333.6INV 333.6 INV 333.6 INV 334.8INV 334.8INV 334.8 INV 334.8 INV 334.4INV 334.4 INV 334.4 INV 335.0 INV 335.0 INV 333.0INV 333.0 INV 333.0 EX INV 333.6 INV 333.3 EX INV 333.3 INV 333.5INV 333.5 EX INV 333.5 EX INV 335.9 INV 336.2 EX INV 333.2 INV 335.8 8"W 8"W8"W8"W 8"SS8"SS 8"SS 8"SS 8"W 8"W 8"W8"W8"W 8"W8"W8"W 8"W8"W8"W8"W8"W8"SS 8"SS8"SS 8"SS8"SS 8"SS 8"SS8"SS 8"SS8"SS8"SS 8"SS8"SS8"SS 8"W8"SS8"W 12"SD8"SD 18"SD 8"SD12"SD 12"SD 12"SD12"SD12"SD 8"SD8"SD 12"SD8"SD 8"SD12"SD12"SD 8"SD 8"SD12"SD8"SD 8" S D 8"SD12"SD 12"SD 8"SD12"SD8"SD8"SD 12"SD12"SD12"SD12"SD8"SD8"SD 8"SDRECREATION CENTER SITE (SEE SDR) TYPICAL UTILITY CONNECTION DETAIL COURT H SCALE: 1"=20' CC C C CCCSTERLING STREETEL DORADO LANEIRON HORSE PARKWAYCENTRAL PARKWAY STREET M STREET NSTREET LCOURT H STREET J STREET OSTREET P STREET Q STREET K UPUPUPWING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.DMA #1 DMA #2 DMA #3 DMA #4 DMA #5 DMA #6 DMA #7 DMA #8 DMA #11 DMA #10 DMA #13 DMA #12 DMA #14 DMA #15 DMA #16 DMA #19 DMA #18 DMA #17 DMA #23 DMA #20 DMA #21 DMA #22 DMA #28 DMA #27 DMA #26 DMA #25 DMA #24 CC C C CCC STREET I DMA #9 #1 #2 #5 #4 #3 #14 #12 #13 #10 #11 #8 #9 #6 #7 #15 #19 #18 #17 #16 #24 #25 #26 #27 #28 #22 #21 #20 #23 DMA #29 #29 DMA #30#30 RECREATION CENTER - STORMWATER QUALITY TREATMENT IS SHOWN ON SDR SHEET C.7 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 6737 2775 9512 7015 281 284 2 5676 2478 8154 5924 237 240 3 3153 1477 4630 3301 132 148 4 9847 1308 11155 9978 399 400 5 4625 411 5036 4666 187 190 6 6196 1251 7447 6321 253 255 7 5786 1596 7382 5946 238 240 8 5188 744 5932 5262 210 234 9 175 1897 2072 365 15 77 10 2977 992 3969 3076 123 124 11 1039 0 1039 1039 42 63 12 10883 2908 13791 11174 447 451 13 3737 677 4414 3805 152 155 14 6814 302 7116 6844 274 275 15 5657 3018 8675 5959 238 240 16 5657 3054 8711 5962 238 240 17 4916 0 4916 4916 197 205 18 16732 7180 23912 17450 698 716 19 5161 0 5161 5161 206 206 20 14556 6548 21104 15211 608 671 21 1726 441 2167 1770 71 72 22 1069 90 1159 1078 43 44 23 15514 5705 21219 16085 643 717 24 1953 324 2277 1985 79 80 25 1082 793 1875 1161 46 47 26 12393 3089 15482 12702 508 510 27 1839 0 1839 1839 74 80 28 6982 1236 8218 7106 284 382 29 5657 2451 8108 5902 236 240 30 1440 0 1440 1440 58 64 NOTES: 1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3 STORMWATER TECHNICAL GUIDANCE JANUARY 1, 2015. 2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA + 10% OF PERVIOUS AREA 3.RAINFALL INTENSITY = 0.2 IN/HR 4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE 5.THE TREATMENT AREA REQUIRED IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 6.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGN TO REDUCE THE EFFECTIVE IMPERVIOUS AREA. DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY SILVA CELL C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 10'8'5'5'10'8'5'5' 6' PSE 56' RIGHT OF WAY BUILDING 6' PSE C/L R/W R/W S/W PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB 36' FC FC 0.5' B/C 0.5' B/C 10'8'5'10'10'8'5'5' 6' PSE 61' RIGHT OF WAY 6' PSE C/L R/W R/W S/W PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY TRAIL PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB 36' FC FC 0.5' B/C 0.5' B/C C/L 6' PSE 72' RIGHT OF WAY 6'11'12'11'6'5'8' S/W 6'6' BIKE LANE TRAVEL WAYDUAL TURN LANETRAVEL WAYBIKE LANE PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB BUILDING PWAY FC 0.5'B/CBUILDINGBUILDINGBUILDING R/W 6' PSE 5'8' S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA BUILDING PWAY FC 0.5'B/C R/W PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA SECTION G-G NTS EL DORADO LANE SECTION H-H NTS IRON HORSE PARKWAY SECTION I-I NTS CENTRAL PARKWAY C/L SECTION A-A 27' PUE, PAE, DSRSD, EVAE 0.5' GARAGE FLR. 3' MIN APRON DWY GARAGE FLR. 13'13'0.5' 26' AC AB F/C F/C ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 P/L P/L NTS STREETS O, P, N, AND L, COURT H C/L 26' TRAVEL WAY 13'13' 3' DWY APRON GARAGE FLR. 0.5' SECTION B-B AC AB FLUSH CURB, SEE DETAIL ON SHEET 0.3 F/C F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 0.5' P/L P/L NTS STREETS P, M 27' PUE, PAE, DSRSD, EVAE BUILDING 18' C/L 26' TRAVEL WAY 13'13'3' GARAGE FLR. 0.5' SECTION C-C AC AB FLUSH CURB, SEE DETAIL ON SHEET 0.3 F/C F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 0.5' P/L P/L NTS STREET P, M 27' PUE, PAE, DSRSD, EVAE BUILDING 8' SECTION D-D NTS STREET I, J, K C/L 26' TRAVEL WAY 13'13' 0.5' AC AB F/C F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 0.5' P/L DISTANCE VARIES (42'-45') PUE, PAE, DSRSD, EVAE BUILDING 18' 15'-18' PARKING 6' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 3' MIN APRON DWY 3' DWY APRON P/L SECTION E-E NTS STREET Q C/L 30' TRAVEL WAY 18' PARKING 0.5' AC AB F/C F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 0.5' B/C 43' PUE, PAE, DSRSD, EVAE 30' CORRIDOR/SDE 12' TRAVEL WAY 12' TRAVEL WAY 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 SECTION F-F NTS STREET L C/L 24' TRAVEL WAY 15'-18' PARKING 0.5' AC AB F/C F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 0.5' B/C P/LDISTANCE VARIES (40'-43') PUE, PAE, DSRSD, EVAE 12' TRAVEL WAY 12' TRAVEL WAY 6' S/W GARAGE FLR. FLUSH CURB, SEE DETAIL ON SHEET 0.3 RECREATION CENTER SITE P/L 3' DWY APRON 6' S/W B/W 13' 4' S/W3' BUILDING IN NBHD 2 6' 7'± TURNOUT RECREATION CENTER 6' CURB CUTP/L 14'6'5'8' 6' PSE TRAVEL LANEBIKE LANE PWAYS/W 82' RIGHT OF WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 16' MEDIAN ISLAND 14'6'5'8'6' PSE TRAVEL LANE BIKE LANE PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 0.5' B/C 0.5' B/C R/WR/W N4 REC CENTER/ N10 7' MIN SECTION J-J NTS STERLING STREET IRON HORSE PARKWAYSTERLING STREETCENTRAL PARKWAYHORIZON PARKWAY4TH STREET HUTCHINS AVENUEEX. FIBER OPTIC EX. GAS EX. GAS TO BE REMOVEDEX. FIBER OPTICEX. FIBER OPTIC INTERIM 8" SS TO BE RELOCATED EX 12" SS TO BE REMOVEDEX W TO BE REMOVEDEX W TO BE REMOVEDEX 6" W TO BE REMOVEDINTERIM 30" SD TO BE RELOCATED EX 15" SS EX 8" W LIMITS OF FEMA ZONE AE FUTURE NH 24 NH 13 FUTURE SCHOOL345340345340 Δ=90 ° 0 0 '00"L= 4 2 .41'R=2 7 .00'PLAN 2CPLAN 2CPLAN 2CPLAN 2CPLAN 2CIRON HORSE PARKWAYSTERLING STREETCENTRAL PARKWAYSTREET RCOURT JCOURT LCOURT M STREET T2 6 14 10 13 16 15 1 4 3 12119 87540 48 44 41 30 28 29 27 26 25 31 45 42 43 38 37 39 49 46 47 20 19 24 23 22 21 35 36 33 34 32 18 17 69 91 92 93 87 86 88 80 79 858483 78 68 70 57 66 67 65 555152 62 61 58 53 54 56 89 81 90 82 50 63 64 77 73 72 71767574 949697989910010410210310595 71' 71' 71'45'34'34'33'15' 61'43'34'34'31'11'14'57'67'67'67'57'14' 30'34'34'33' 14' 43'34'34'39'23'23' 11' 23'42'14' 34'34'34'30' 14'42'11'11'14'66'66'66'23'35'34'34'39'69' 69' 69' 69'22'34'34'132' 132'142'142'65'65'63'12'3' 35'34' 33'37'55' 0'3'15'49'16'2'52'61'38'34'34'34'34'34'34'34'34'7'34'34'34'41'11'17'55'31'34'34'34'7'34'34'34'15'18'34'35'36'11'24'12'43'71' 71' 71' 71' 71' 71' 71' 71' 71' 75' 84' 96' 102'497'42'67' 67' 67' 67' 67' 67' 67' 67' 73'38'34'34'34'34'34'34'33'38'34'34'34'34'34'34'11'24'0'4' 17'10'17' 3'10'5 1' 115' 40'35'57'66'66'14' 30'35'40' 50' 14'5'3'5 ' 4'17'4'5'3'11'106' 106' 11'1'3'5'4'17'4' 5 ' 4' 12'38'33'35'67'67'14'1'3'5'4'17'4' 5 ' 3'2'11'13'54'59'35'82'45'34'34'32'17' 60'23'43'34'34'71' 71'32'11' 71' 44'38'38'38'38'38'43'52'63'63'63'63'63'63'53'1 5' 34'38'38'38'38'38'32'17'44'38'38'30'13'8'5'13'32'38'43'63'63'63'76'63'63'63'63'150'113'26'63'52'44'38'38'30'32'38'43'13'13'26'26'44'38'38'38'38'38'43'62'62'62'76'62'62'62'15' 34'38'38'38'38'38'32' 17 '52'63'63'63'63'63'63'47'38'38'33'1 5'53'43'38'38'47'39'63'63'63'63'63'63'63'37'43'38'38'34' 153'26'13'13'13'26'62'43'38'38'34'62'62'62'43'38'38'47'53'14'33'38'38'47'63'63'63'63'76'62'62'62'62'62'62'44'38'38'38'38'38'38'38'38'38'38'38'76'STREET VPARCEL C COURT N(PUE, PAE, EVAE, DSRSD)STREET UPARCEL EPARCEL D COURT P (PUE, PAE, EVAE, DSRSD) COURT 0 (PUE, PAE, EVAE, DSRSD) PARCEL F COURT Q(PUE, PAE, EVAE, DSRSD) STREET S (PUE, PAE, EVAE, DSRSD)PARCEL H PARCEL G PARCEL B COURT I(PUE, PAE, EVAE, DSRSD)COURT KCOURT R (PUE, PAE, EVAE, DSRSD)N1°35'51"E 383.39'R=480.00'Δ=11°21'09"L=95.11Δ =90°00'00"L=42.41'R =27.00'S88°24'09"E 639.28'Δ=9 0 °00'00" L = 4 2.41'R= 2 7.00'N1°35'51"E 258.17'R=295.00'Δ=26°26'22"L=136.13Δ=51°06'15" L=24.08' R=27.00' PARCEL A PARCEL L TRACT 8364 PARCEL J TO BE MAPPED WITH TRACT 8365 TRACT 8364 PARCEL K TO BE MAPPED WITH TRACT 8365 82'55'34'34'51'54'42'26'61'1'30'62'78'5960 306' 256'256'258'260'156' 114 115 116 117 125 126 124 129 128 127 38'34'50'72'124'44'38'38'38'38'38'38'38'38'38'38'38'62'62'62'62'62'62'38'38'38'44'62'62'62'37'62' 76'26'62' 62'45'38'31'76' 76'43'38'32'114'13'13' 26'13'PARCEL OCOURT T(PUE, PAE, EVAE, DSRSD)N88°24'09"W 99.65'N42°22'15"E 78.93'62'37'43'38'18'62'HORIZON PA RK WAY 1183'9'23'18'57'R =6 2 0 .0 0 'Δ =4 3 °1 8 '2 8 "L =4 6 8 .6 4 4 4 ' 120 121 122 123 22'3'23'3' 2' 3'15'37'15'4'36'4 '16'19'16' 1 9 0 ' 38'38'38'38'38'38'38' 4 0 ' 7 8' 7 6' 63'26'57'5'32'32'18'38'90'48'52'97'49'31'31'13'13'36'(PUE, PAE, EVAE, DSRSD) PARCEL NPARCEL MPARCEL Q COURT S(PUE, PAE, EVAE, DSRSD)PARCEL P 119 3' 3'18'76'17'62'63' 311' 484' 64' 110 111 112 11310610710810962'38'62'62'62'62'62'62'62'62'38'49'38'43'49'STREET W PARCEL I64'28'45'NH11 NH12 NH18 NH LINE NH/PHASE LINEPARCEL PNH/PHASELINENH LINE LIMITS OF FEMA ZONE AE 101 49'PLAN 2CFUTURE NH 19 FUTURE SCHOOLSITEPROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL B PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL C PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL D PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL E PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL F PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL G HOA LANDSCAPE PARCEL PARCEL H HOA LANDSCAPE PARCEL PARCEL I HOA LANDSCAPE PARCEL (PARK) PARCEL J PARCEL OF TRACT 8364 PARCEL K PARCEL OF TRACT 8364 LOTS 1 THRU 89 SINGLE FAMILY RESIDENTIAL LOT PARCEL L PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL M PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL N PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL O PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL P HOA LANDSCAPE PARCEL (PARK) PARCEL Q HOA LANDSCAPE PARCEL LOTS 1 THRU 129 SINGLE FAMILY RESIDENTIAL LOT NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. TRACT 8364 8365 TYPICAL PRIVATE YARD EASEMENT SCALE: 1"=20' NOTE: PRIVATE YARD EASEMENT WILL BE DEFINED IN THE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC & R'S) OF THE HOMEOWNERS' ASSOCIATION (HOA), WHICH WILL NOT BE SHOWN ON THE FINAL SUBDIVISION MAP.STREET UCOURT NPRIVATE YARD EASEMENT (TYP) SCHEMATIC FENCE LOCATION (TYP) LOTS 1 - 49 PARCEL AREA TABLE PARCEL #AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3431 2423 2423 3043 2890 2288 2288 2658 3040 2261 2261 2775 3472 2363 2363 2711 2489 2226 3157 3482 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3061 2704 2494 2418 2414 2414 2414 2414 2414 2414 4207 2565 2295 2295 2295 2295 2295 2295 2339 2656 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 2328 3100 3188 2356 2785 3039 2423 2423 3414 2751 2394 2394 2394 2394 2394 2683 2709 2394 2469 2498 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 2394 2394 2772 2750 2375 2375 2483 2453 2375 2688 2683 2394 2394 2394 2394 2394 2751 3010 2394 2394 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 2688 2709 2394 2394 3185 3168 2375 2375 2688 2688 2394 2394 3010 2728 2356 2356 2356 2356 2356 2356 PARCEL #AREA (SF±)PARCEL #AREA (SF±) 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 2356 2356 2356 2356 2356 2356 2356 2356 2356 2356 2356 2356 2356 2356 2356 2356 2728 3288 3708 3067 121 122 123 124 125 126 127 128 129 PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G PARCEL H PARCEL I PARCEL L PARCEL M 4053 3318 3087 2813 2375 2932 3472 2889 3332 62411 10096 21556 3975 3001 4061 511 1935 10428 4750 2127 PARCEL N PARCEL O PARCEL P PARCEL Q 19082 3028 6326 1840 PARCEL #AREA (SF±) PLAN 1A PLAN 1APLAN 1APLAN 1APLAN 1A IRON HORSE PARKWAYSTERLING STREETCENTRAL PARKWAYHORIZON PA RK WAY STREET RCOURT JCOURT LCOURT M STREET T2 6 14 10 13 16 15 1 4 3 12119 87540 48 44 41 30 28 29 27 26 25 31 45 42 43 38 37 39 49 46 47 20 19 24 23 22 21 35 36 33 34 32 18 17 69 87 86 88 80 79 858483 78 68 70 57 66 67 65 555152 62 61 58 53 54 56 89 81 82 50 63 64 73 72 71767574 71' 71' 71'45'34'34'33'15' 61'43'34'34'31'11'14'57'67'67'67'57'14'30'34'34'33' 14' 43'34'34'39'23'23' 11' 23'42'14' 34'34'34'30' 14 '42'11'11'14'66'66'66'23'35'34'34'39'69' 69' 69' 69'22'34'34'132' 132'142'142'38'34'65'65'63'12'50'3' 35'34' 33'37'55'3'15'72'52'61'38'34'34'34'34'34'34'34'34'7'34'34'34'41'11'17'55'31'34'34'34'7'34'34'34'15'18'34'35'36'11'24'12'43'71' 71' 71' 71' 71' 71' 71' 71' 71' 75' 84' 96' 102'497'42'67' 67' 67' 67' 67' 67' 67' 73'38'34'34'34'34'34'34'33'38'34'34'34'34'34'34'11'24'4' 17'10'17'3'10'5 1' 115' 40'35'57'66'66'14' 30'35'40' 50' 14'5'3 '5'4'17'4'5'3'11'106' 106' 11'1'3'5'4'17'4'5'4'12' 38'33'35'67'67'14 '1'3'5'4'17'4' 5 ' 3'2'11'13'54'59'35'82'45'34'34'32'17' 60'23'43'34'34'71' 71'32'11' 71' 44'38'38'38'38'38'43'52'63'63'63'63'63'63'53'15' 34'38'38'38'38'38'32' 17' 44'38'38'30'13'8'5'13'32'38'43'63'63'63'76'63'63'63'63'113'26'63'52'44'38'38'30'32'38'43'13'13'26'26'44'38'38'38'38'38'43'62'62'62'76'62'62'62'15' 34'38'38'38'38'32' 17'52'63'63'63'63'63'63'47'38'38'33' 15'53'43'38'38'47'39'63'63'63'63'63'63'63'37'43'38'38'34' 153'26'13'13'13'26'62'43'38'38'34'63'62'62'62'43'38'38'47' 153'53'14' STREET VPARCEL C COURT N(PUE, PAE, EVAE, DSRSD)STREET UPARCEL EPARCEL D COURT P (PUE, PAE, EVAE, DSRSD) COURT 0(PUE, PAE, EVAE, DSRSD) PARCEL F COURT Q(PUE, PAE, EVAE, DSRSD) STREET S (PUE, PAE, EVAE, DSRSD)PARCEL H PARCEL G PARCEL B COURT I(PUE, PAE, EVAE, DSRSD)COURT KN1°35'51"E 383.39'N42°22'15"E 78.93'R=480.00'Δ=11°21'09"L=95.11Δ =9 0°00'00"L=42.41'R =27.00'N88°24'09"W 639.28'Δ=90 ° 00'00"L= 4 2.41'R=2 7.00'N1°35'51"E 258.17'R=295.00'Δ=26°26'22"L=136.13R=27.00' Δ=78°33'55" L=37.02 PARCEL A PARCEL IPARCEL I N88°24'09"W 68.50'N1°35'51"E 102.99'N1°35'51"E 61.29'N1°35'51"E 30.12'N88°24'09"W 158.34'PARCEL KN1°35'51"E 6.53'N1°35'51"E 9.97'R=620.00'Δ=5°55'08"L=64.05'PARCEL J 76'76'150' 5960 306' 30'65'78'42'82'55'34'34'51'54'30'NH11 NH12 NH LINE NH/PHASE LINE NH18 1' LIMITS OF FEMA ZONE AE 38' 67' 77 N88°24'09"W 325.08' PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL B PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL C PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL D PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL E PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL F PRIVATE STREET (PUE, PAE, EVAE, DSRSD) PARCEL G HOA LANDSCAPE PARCEL PARCEL H HOA LANDSCAPE PARCEL PARCEL I HOA LANDSCAPE PARCEL (PARK) PARCEL J PARCEL TO BE RETAINED BY OWNER FOR FUTURE DEVELOPMENT PARCEL K PARCEL TO BE RETAINED BY OWNER FOR FUTURE DEVELOPMENT LOTS 1-89 SINGLE FAMILY RESIDENTIAL LOTS NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. FUTURE NH 19 FUTURE SCHOOLSITETRACT 8364 TYPICAL PRIVATE YARD EASEMENT SCALE: 1"=20'STREET UCOURT uPRIVATE YARD EASEMENT (TYP) SCHEMATIC FENCE LOCATION (TYP) LOTS 1 - 49 NOTE: PRIVATE YARD EASEMENT WILL BE DEFINED IN THE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC & R'S) OF THE HOMEOWNERS' ASSOCIATION (HOA), WHICH WILL NOT BE SHOWN ON THE FINAL SUBDIVISION MAP. PARCEL AREA TABLE PARCEL #AREA (SF±)PARCEL #AREA (SF±)PARCEL #AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3431 2423 2423 3043 2890 2288 2288 2658 3040 2261 2261 2775 3472 2363 2363 2711 2489 2226 3157 3482 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3061 2704 2494 2418 2414 2414 2414 2414 2414 2414 4207 2565 2295 2295 2295 2295 2295 2295 2339 2656 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 2328 3100 3188 2356 2785 3039 2423 2423 3414 2751 2394 2394 2394 2394 2394 2683 2709 2394 2469 2498 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 2394 2394 2772 2750 2375 2375 2483 2453 2375 2688 2683 2394 2394 2394 2394 2394 2751 3010 2394 2394 81 82 83 84 85 86 87 88 89 PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G PARCEL H PARCEL I PARCEL P 2688 2709 2394 2394 3185 3168 2375 2375 2688 62411 10096 21556 3975 3001 4061 511 1935 10428 6326 EVEV EVEV EV EVEVEVEVEVEVEVEVEVEVEVEVR=5' R=5' IR=15'0.5%1.9%348.5 0.67%0.5% 349.11.0%348.4 0.5% 348.0 347.2 2.0%1.0%347.5 347.6 348.3 348.00.67%348.40.6%1.0%346.7 0.5%346.2 0.5%348.1346.90.9%0.9%345.8345.8LP346.00.8%LP LP 347.41.0%348.11.0%347.3347.9 0.56%347.3347.71.2%346.0 345.60.93%345.50.5%345.90.5%346.1345.0 0.5%345.50.5%344.4344.2 LP 346.3345.2 344.31.43%1.43%HP 345.6 0.6%345.0 0.55%345.8344.21.1%1.1%1.7%344.1343.5 342.52.2%0.78%343.7 342.7 0.7%342.01.2%343.81.1%0.92%IRON HORSE PARKWAYCENTRAL PARKWAYHORIZON PA RK WA Y STREET RSTREET S COURT I COURT KCOURT JCOURT LCOURT MCOURT NSTREET USTREET TCOURT O COURT P COURT Q STREET V COURT R STREET WCOURT SCOURT T342.3 HP 341.7 LP 344.2 GB 347.4 HP 346.4 GB 340.9 LP 342.6 HP 342.0 LP 343.0 GB 343.9 HP 343.5 LP 344.5 HP 344.0 LP 345.0 HP 343.6 LP 347.1 HP 346.6 LP 347.6 HP 347.0 LP 347.8 HP 346.7 LP/GB LP 348.3 HP 347.6 LP 348.1 HP 347.4 LP 347.9 HP 347.2 LP 347.7 HP 347.0 LP 347.4 HP 346.8 LP 348.8349.42%2%347.8 2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2% 2% 2%2%342.3 2% 2%2%343.1 GB HP GB 342.21%344.6HP 346.5GB 2%346.9 GB V-GUTTER 2%0.5% 2% 2% FF 344.8 P 343.8 FF 345.2 P 344.2 FF 345.6 P 344.6 FF 346.0 P 345.0 FF 345.9 P 344.9 FF 346.1 P 345.1 FF 346.2 P 345.2 FF 346.1 P 345.1 FF 345.7 P 344.7 FF 345.9 P 344.9 FF 346.0 P 345.0 FF 345.9 P 344.9 FF 345.0 P 344.0 FF 345.5 P 344.5 FF 346.0 P 345.0 FF 346.4 P 345.4 FF 347.0 P 346.0FF 346.8 P 345.8 FF 347.0 P 346.0 FF 346.7 P 345.7 FF 346.4 P 345.4 FF 346.1 P 345.1 FF 345.8 P 344.8 FF 345.5 P 344.5 FF 345.2 P 344.2 FF 344.8 P 343.8 FF 344.5 P 343.5 FF 344.0 P 343.0 FF 343.7 P 342.7 FF 343.3 P 342.3 FF 342.9 P 341.9 FF 346.6 P 345.6 FF 346.3 P 345.3 FF 346.0 P 345.0 FF 345.7 P 344.7 FF 345.4 P 344.4 FF 345.1 P 344.1 FF 344.8 P 343.8 FF 344.5 P 343.5 FF 343.1 P 342.1 FF 343.3 P 342.3 FF 343.5 P 342.5 FF 342.9 P 341.9 FF 343.1 P 342.1 FF 343.3 P 342.3 FF 344.8 P 343.8 FF 344.6 P 343.6 FF 344.3 P 343.3 FF 343.6 P 342.6 FF 345.1 P 344.1 FF 345.4 P 344.4 FF 345.5 P 344.5 FF 346.2 P 345.2 FF 346.3 P 345.3 FF 346.5 P 345.5 FF 346.7 P 345.7 FF 348.2 P 347.2 FF 348.5 P 347.5FF 348.7 P 347.7 FF 348.3 P 347.3FF 347.7 P 346.7 FF 347.3 P 346.3FF 346.9 P 345.9 FF 347.3 P 346.3 FF 347.7 P 346.7 FF 348.2 P 347.2 FF 348.8 P 347.8 FF 348.8 P 347.8 FF 348.6 P 347.6 FF 348.4 P 347.4 FF 349.3 P 348.3 FF 349.1 P 348.1FF 348.9 P 347.9 FF 348.8 P 347.8FF 348.5 P 347.5 FF 348.3 P 347.3 FF 348.2 P 347.2 FF 347.2 P 346.2 FF 347.4 P 346.4 FF 346.9 P 345.9 FF 346.9 P 345.9 FF 348.2 P 347.2 FF 348.4 P 347.4 FF 348.6 P 347.6 FF 347.9 P 346.9 FF 348.2 P 347.2 FF 348.9 P 347.9 FF 349.0 P 348.0 FF 348.5 P 347.5 FF 348.6 P 347.6 FF 349.0 P 348.0FF 348.9 P 347.9 FF 348.8 P 347.8 FF 349.0 P 348.0 FF 349.4 P 348.4 FF 349.4 P 348.4 FF 349.3 P 348.3FF 348.8 P 347.8 FF 349.0 P 348.0 FF 348.8 P 347.8FF 348.6FF 348.4 P 347.4FF 348.2 P 347.2FF 348.0 P 347.0 FF 347.7 P 346.7 FF 349.0 P 348.0 FF 349.1 P 348.1 FF 349.5 P 348.5 FF 349.6 P 348.6 FF 349.8 P 348.8 FF 349.9 P 348.9 FF 349.9 P 348.9 FF 349.7 P 348.7 FF 350.1 P 349.1 FF 350.1 P 349.1 FF 349.7 P 348.7 FF 349.3 P 348.3 FF 348.8 P 347.8 FF 348.9 P 347.9 FF 349.5 P 348.5 FF 349.2 P 348.2 FF 349.8 P 348.8 FF 349.9 P 348.9 FF 350.4 P 349.4 FF 350.1 P 349.1 FF 350.2 P 349.2 FF 349.6 P 348.6 FF 349.8 P 348.8 FF 348.9 P 347.9 C D E I A B EE2%A C D GG H F J H H 0.93%RETAINING WALL (HEIGHTS VARY 1.1' - 1.3') RETAINING WALL (HEIGHTS VARY 1.8' - 2.4')1.7' WALL NH19 NH13 J E STERLING STREET64 77 69 73 72 71767574 68 70666765 50 63 56 57 55 5960 51 52 62 61 58 53 54 81 82 80 79 858483 78 89 90 91 92 93 87 8688 24 23 22 21 19 20 31 30 28 29 27 26 25 35 38 37 36 33 34 32 39 1718 49 46 47 45 42 43 48 44 4140 1 4 3 2 8 7 5 6 10 12119 14 13 16 15 101 949697989910010410210310595 114 115 116 117110111112113106107108109 119 127 129 126 123 124 125 118 120 121 122 128 HP 348.8 HP 349.1 347.6347.2 R=15' R=10' R=15' R=20' R=20' R=20' R=20' R=20'R=20' R=20' R=25'R=25'342.5R=20' R=15' R=28' R=20' R=10' R=15' R =40'R=40'R =40'R=40'R=40'R=15' (TYP) R = 4 0' R=15' R=15' L M N O K NH11 NH12 NH LINE NH/PHASE LINE NH18 NH/PHASE LINENH LINELIMITS OF FEMA ZONE AE P 347.6 SECTION U-U NTS NEIGHBORHOOD PARK 34'± NEIGHBORHOOD PARK 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCETYPICAL SIDE YARD FENCE 8' SIDEYARD BLDG. P/L P/L SECTION W-W B/C 4' S/W 0.5' F/C CURB & GUTTER NTS STREET V 6.5'± L/S 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE STREET V SECTION V-V B/C 3' L/S 0.5' F/C INTERIM TEMPORARY VERTICAL CURB NTS PARKING ADJACENT TO PARK 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE PARKING STALL INTERIM TEMPORARY LANDSCAPE INTERIM TEMPORARY LANDSCAPEP/L P/L SECTION X-X NTS STREET T B/C 4' S/W 0.5' F/C CURB & GUTTER 8.4'± L/S 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE STREET T INTERIM TEMPORARY LANDSCAPEP/L SECTION Z-Z 10' NTS INTERIM CONDITION 6' PSE SECTION Y-Y NTS INTERIM CONDITION 1.6'±10' EXISTING GROUND ARMY FENCE PHASE 2 BOUNDARY TYPICAL REAR YARD FENCE 7' REAR YARD TYPICAL SIDE YARD FENCE 7.77' SIDE YARD R/W BLDG.BLDG. PHASE 2 BOUNDARY ARMY FENCE FUTURE PHASE 3 IRON HORSE PARKWAY P/LFUTURE SCHOOL SITEY Z X W U V NOTES: 1.FOR CROSS SECTIONS NOT SHOWN ON THIS SHEET, SEE SHEET 4.6 FOR ADDITIONAL CROSS SECTION. 2.LOTS 17-21, 32-33, 76-77, 101-111, 118-123 TO BE REMOVED FROM FEMA ZONE AE. CURB OPENING (TYP) CURB OPENING (TYP) C C C CCC CC C C C C C C C C C IRON HORSE PARKWAYSTERLING STREETCENTRAL PARKWAY HORI Z O N P A R K W A Y STREET RSTREET S COURT I COURT KCOURT JCOURT LCOURT MCOURT NSTREET USTREET TCOURT O COURT P COURT Q STREET V COURT R STREET WCOURT SCOURT TEX 12"WEX 12"WEX 12"WEX 8"WEX 12"W E X 1 2 "W EX 12"WEX12"WEX 12"W EX 24"SSEX 8"SSE X 1 2 "S S EX 15"SSEX15"SSEX15"SSEX 18"SDEX 24"SDEX 18"SD EX 30"SDEX 18"SD EX 30"SDEX 18"SD EX 30"SDEX 18"SDEX 24"SDEX 18"SD EX 30"SDEX 24"SDEX24"SDEX 24"SDEX24"SDE X 1 8 " S D EX24"SDE X 1 8 " S D E X 1 8 " S D E X 1 8 " S D EX 24"SDEX 24"SDEX24"SD E X 2 4"SD EX 18"SDE X 2 4 "S D EX 18"SDEX 18"SDEX 18"SDEX 24"SDEX 8"RWEX 8"RWEX 8"RWEX 8"RW EX 8"RW EX 8"RWE X 1 2 "R W EX 12"RWEX12"RWEX 24"SDEX 24"SSEX 30"SDEX 30"SDEX 30"SDEX 8"WEX 8"RW12"SD12"SD 12"SD12"SD12"SD12"SD 12"SD12"SD12"SD 12"SD 12"SDSD 8"SS8"SS8"SS8"SS 8"SS8"SS 8"SS8"SS8"SS8"SS 8"SS 8"SS8"SS 8"SS8"SS8"SS8"SS 8"SS8"SS8"SS8"SS 8"SS8"SS 8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS8"W8"W8"W 8"W8"W 8"W 8"W 8"W8"W 8"W 8"W8"W8"W 8"W8"W8"W 8"W 8"W8"W8"W 8"W8"W 8"W8"W8"W 8"W8"W 8"W8"W8"W8"W12"SD 3 2 4 8756 10 12119 14 13 16 15 1 1718 21 19 20 24 23 22 35 37 36 33 34 32 28 29 27 26 25 38 39 31 30 424140 45 43 44 49 46 47 48 50 63 56 57 55 59 51 52 62 61 58 53 54 64 77 69 73 72 71767574 68 70666765 81 82 80 79 858483 78 89 90 91 92 93 87 86 88 114 115 116 117110111112113108109 101 949697989910010210395 106 107 104105 119118 120 121 123 125 122 124 126 127 129 128 8" S D 8"SD 8"SD8 " S D8"SD8"SD8 " S D 8"SD INV 336.3INV 336.3 INV 336.2INV 338.0 INV 339.0 INV 340.0 INV 334.8INV 334.8 INV 334.7 INV 341.5 INV 341.5 INV 341.0 INV 336.9INV 336.9 INV 336.8 INV 333.5INV 333.5 INV 333.4 INV 332.8INV 332.8 INV 332.7 INV 339.0 INV 331.9INV 331.9 INV 331.8 INV 334.5INV 334.5 INV 334.4 INV 336.0 INV 332.9INV 332.9 INV 332.8 INV 333.8 INV 330.4INV 330.4 INV 330.3 INV 338.0 INV 336.5INV 336.5 INV 336.4 INV 337.3INV 337.3 INV 337.2 INV 340.0 INV 338.0 INV 341.3INV 341.3 INV 341.2 INV 340.7INV 340.7 INV 340.6 INV 342.5 INV 342.0 INV 342.0 INV 340.1 EX INV 335.7 INV 337.9 EX INV 337.9 INV 341.5 INV 343.3 INV 337.9 INV 337.9INV 337.5INV 337.5 INV 337.5 INV 338.6INV 338.2 INV 338.2 INV -3.2 INV 339.3 INV 339.3 INV 338.5 EX INV 338.5 INV 337.5 EX INV 337.5 INV 336.9 EX INV 336.9 EX INV 336.3EX INV 335.7EX INV 335.4 INV 334.8 EX INV 334.8 NH11 NH LINE NH/PHASE LINE NH18 NH/PHASE LINENH LINENH12 EX INV 334.0 8"SD 8"SS8"W24 37 36 26 25 38 POTABLE WATER LATERAL & METER (TYP) SS LATERAL (TYP) STREET WCOURT S8"SS8"SS8"W8"W120 121 123 122 WATER LATERAL & METER (TYP) SS LATERAL (TYP) INV 343.3 TYPICAL UTILITY CONNECTION DETAIL TYPICAL UTILITY CONNECTION DETAILCOURT N EVEVEV PLAN 1C EV PLAN 1CEVEVEVPLAN 1CEVEVPLAN 1CEVEVEVEVEVPLAN 1CEVEVEV EVEVEV IRON HORSE PARKWAYSTERLING STREETHORIZON PARKWAYSTREET RSTREET S COURT I COURT KCOURT JCOURT LCOURT MCOURT NSTREET USTREET TCOURT O COURT P COURT Q STREET V COURT R STREET WCOURT SCOURT TCENTRAL PARKWAY DMA #1 DMA #2 DMA #3 DMA #8 DMA #4 DMA #5 DMA #7 DMA #6 DMA #12 DMA #13 DMA #14 DMA #15 DMA #11 DMA #10 DMA #9 DMA #17 DMA #18 DMA #20 DMA #19 DMA #21 DMA #16 #16#21 #8 #3 #2 #1 #4 #5 #6 #7 #12 #13 #14 #15 #19#18 #20#17 #9 #10 #11 125 118 120 121 122 124 119 128 127 129 126 101 949697989910010410210310595 114 115 116 117110111112113106107108109 18 17 20 33 34 32 19 22 21 25 35 37 36 24 23 27 26 38 39 40 44 41 30 28 29 31 45 42 43 48 47 49 46 5551525354 5650 57596062615863 69 73 72 71767574 68 7066676564 77 91 92 93 87 868889 90 80 79 858483 7881 82 2 6 10 1 4 3 12119 875 14 13 16 15 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 12332 9694 22026 13301 532 535 2 8166 7866 16032 8953 358 360 3 22829 10223 33052 23851 954 954 4 10098 2977 13075 10396 416 436 5 8147 2512 10659 8398 336 340 6 8286 4096 12382 8696 348 350 7 13848 4646 18494 14313 573 574 8 39458 27771 67229 42235 1689 1941 9 22941 14129 37070 24354 974 975 10 19918 6297 26215 20548 822 850 11 29389 10432 39821 30432 1217 1248 12 18854 5781 24635 19432 777 796 13 11930 4420 16350 12372 495 616 14 8066 4363 12429 8502 340 340 15 28494 4848 33342 28979 1159 1160 16 13363 7521 20884 14115 565 565 17 22999 11866 34865 24186 967 983 18 4325 2345 6670 4560 182 188 19 4325 2334 6659 4558 182 188 20 5867 4538 10405 6321 253 256 21 18604 10078 28682 19612 784 784 NOTES: 1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3 STORMWATER TECHNICAL GUIDANCE JANUARY 1, 2015. 2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA + 10% OF PERVIOUS AREA 3.RAINFALL INTENSITY = 0.2 IN/HR 4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE 5.THE TREATMENT AREA REQUIRED IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 6.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGN TO REDUCE THE EFFECTIVE IMPERVIOUS AREA. DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY SILVA CELL C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 C/L 44' PUE, PAE, DSRSD, EVAE 36' 4' S/W 8' PARKING 10' TRAVEL WAY AC AB 4' S/W 8' PARKING 10' TRAVEL WAY CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 P/L P/L C/L 44' PUE, PAE, DSRSD, EVAE 31' 4' S/W AC AB 4' S/W 5' L/S AREA 13' TRAVEL WAY CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 P/L P/L 37' PUE, PAE, DSRSD, EVAE 29' 4' S/W 8' PARKING 10' TRAVEL WAY P/L C/L 11' TRAVEL WAY 4' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 ROLLED CURB WITH SPILL GUTTER, SEE DETAIL ON SHEET 0.3 AC AB 37' PUE, PAE, DSRSD, EVAE 24' 4' S/W 5' L/S AREA 13' TRAVEL WAY P/L C/L 11' TRAVEL WAY 4' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C F/C F/C F/C F/C F/C P/L F/C F/C P/L ROLLED CURB WITH SPILL GUTTER, SEE DETAIL ON SHEET 0.3 0.5'B/C 0.5'B/C 0.5'B/C 0.5'B/C 0.5'B/C 0.5'B/C 0.5'B/C 0.5'B/C SECTION A-A NTS STREET U, STREET T SECTION B-B NTS STREET U SECTION C-C NTS STREET S, STREET W SECTION D-D NTS STREET S, STREET W PUE (5' MIN) PUE (5' MIN) BLDG.BLDG. PUE (5' MIN) BLDG. PUE (5' MIN) BLDG.BLDG. PUE (5' MIN) PUE (5' MIN) GARAGE FLR. BLDG. PUE (5' MIN) PUE (5' MIN) GARAGE FLR. 8' PARKING 10' TRAVEL WAY C/L ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 4' S/W 11' TRAVEL WAY 11' TRAVEL WAY 23' PUE, PAE, DSRSD, EVAE 22' 0.5' GARAGE FLR.GARAGE FLR. AC AB ROLLED CURB, SEE DETAIL ON SHEET 0.3 VERTICAL CURB, SEE DETAIL ON SHEET 0.3 11' TRAVEL WAY C/L 11' TRAVEL WAY AC AB C/L 5' LANDSCAPE AREA 12'12'4' S/W 4' S/W P/L P/L 42' PUE, PAE, DSRSD, EVAE 5' LANDSCAPE AREA CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB C/L 0.5' 2.5' DWY APRON FLUSH CURB, SEE DETAIL ON SHEET 0.3 ROLLED CURB, SEE DETAIL ON SHEET 0.3 F/C F/C22' 0.5' 26.5' PUE, PAE, DSRSD, EVAE F/C F/C F/C F/C 23' PUE, PAE, DSRSD, EVAE 0.5'0.5'11'11' 2.5' DWY APRON 0.5' P/L P/L 0.5'B/C 0.5'B/C P/L P/L P/L P/L F/C F/C SECTION E-E NTS COURTS O, P, Q, AND T SECTION F-F NTS STREET R SECTION G-G NTS COURTS J AND K SECTION H-H NTS COURTS M, AND N DWY APRON (5'±) DWY APRON (5'±) GARAGE FLR.GARAGE FLR. PUE (5' MIN) BLDG. PUE (5' MIN) BLDG. DWY APRON (2.5'±) GARAGE FLR. BLDG. 29' PUE, PAE, DSRSD, EVAE 8' PARKING 10' TRAVEL WAY C/L 11' TRAVEL WAY CURB & GUTTER, SEE DETAIL ON SHEET 0.3 ROLLED CURB WITH SPILL GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C F/C 0.5'P/L 0.5'P/L SECTION J-J NTS COURTS L AND N GARAGE FLR. DWY APRON (2.5'±) C/L ROLLED CURB, SEE DETAIL ON SHEET 0.3 AC AB 4' S/W 11' TRAVEL WAY 11' TRAVEL WAY F/C F/C22' 0.5' 30' PUE, PAE, DSRSD, EVAE 0.5' P/L P/L SECTION I-I NTS STREET V, COURT R B/C B/C 4' S/W ROLLED CURB WITH SPILL GUTTER, SEE DETAIL ON SHEET 0.3 10'8'5'10'10'8'5'5' 9' MIN 61' RIGHT OF WAY 6' PSE C/L R/W R/W S/W PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY TRAIL PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB 36' FC FC 0.5' B/C 0.5' B/C BUILDING SCHOOL SITE FENCE 6' BUILDING 5' AC PSE 5' L/S NH11/18 IRON HORSE PARKWAY PRIVATE YARD FC 0.5' B/C R/W NH12 6' PSE 10' MIN PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 SECTION K-K NTS IRON HORSE PARKWAY SECTION L-L NTS IRON HORSE PARKWAY PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 C/L 6' PSE 72' RIGHT OF WAY 6'11'12'11'6'5'8' S/W 6'6' BIKE LANE TRAVEL WAYDUAL TURN LANETRAVEL WAYBIKE LANE PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB BUILDING PWAY FC 0.5' B/C R/W 6' PSE 5'8' S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA BUILDING PWAY FC 0.5' B/C R/W 14'6'5'8' 6' PSE TRAVEL LANEBIKE LANE PWAYS/W 82' RIGHT OF WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 16' MEDIAN ISLAND 14'6'5'8'6' PSE TRAVEL LANE BIKE LANE PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 0.5' B/C 0.5' B/C R/WR/W 11'5'10' 6' PSE TRAVEL LANEPWAYS/W 62' RIGHT OF WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA 12'5'8'6' PSE PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA 0.5' B/C 0.5' B/C R/WR/W DUAL TURN LANE 11' TRAVEL LANE C/L 6'6' NH13 BUILDING 10' MIN NH12 NH19 BUILDING 11' MIN NH18 PRIVATE YARD THEME WALL PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 SECTION M-M NTS CENTRAL PARKWAY SECTION N-N NTS STERLING STREET SECTION O-O NTS HORIZON PARKWAY STERLING STREETHORIZON PARKWAY NUGGET WAY CHABO T C H A N N E L EX. FIBER OPTICEX 18" SSEX. ELEC.EX. GAS TO BE REMOVEDEX 8" W TO BE REMOVED EX. GAS EX 15" SS TO BE REMOVED LIMITS OF FEMA ZONE AE LIMITS OF FEMA ZONE AE FUTURE PARK FUTURE NH 24 PLAN 2BPLAN 2A PLAN 2BPLAN 2A PLAN 2B PLAN 2B PLAN 2A PLAN 2BPLAN 2APLAN 2ACENTRAL STERLING STREETNUGGET WAYSTREET YLOOP Z LOOP Z STREET X COURT UPARKWAY 363738 43424140 34 4 4544 5 3 1 2 31 32 19 20 21 23 8 7 13141516 119 10 60'74'64'10' 56'68'60'68'68'68'68'60' 60' 60'68'68'68'68'60'66'108' 66' 27' 77'70' 70' 77'60'60'60'56'11'69'8 3'31'11'30'45'7'33'69'4 2 '7'45'14'72'71'22'68'9'63'65'65'65'65'52' 23'42'43'23'52'65'65'65' 67'65'65'65'57'57'57'57'58'58'58'58'57'56'83'70'65' 16'35' 17'71'27'11'43'2 7'8' 32'11'75'74'55'59'8'27'3 5 ' 32'11'11'43'79'79'65'71'27' 16'65'65'65'52' 65'65'65'67'58'58'58'58'23'43'50'10' 63'65'65'65'65'43'36'23'43'43'23'60'65'65'59'2 3'43'43'23 '59'65'65'60' 75'65'65'74'58'58'58'58'58'58'22'116'116'14'45'22'45' 17' Δ=9 0 °00'00"L =4 2.41'R =2 7.00'Δ=91°08'3 2 " L=42.9 5 ' R=27.0 0 ' N88°24'09"W 475.10'N1°35'52"E 350.80'N59° 4 1 ' 3 3 " E 1 0 8 . 2 3 ' S88°24'09"E 162.50'N1°35'51"E 60.00'S88°24'09"E 77.00'N1°35'51"E 69.85'PARCEL CPARCEL FPARCEL G HORIZON PARKWAY R =4 8 8 .0 0'Δ =1 4 °4 3 '2 4 "L =1 2 5 .4 0 R=213.00'Δ=21°15'41"L=79.04S1°35'51"W 524.89'2728 33 26 24 25 18 22 17 12 3539 29 30 PARCEL E PARCEL B 60'60'60'60'60'70'90'1' PARCEL A (PUE, PAE, DSRSD, EVAE)63'67'32' 7' 7' 6 60'10'10'PARCEL D LIMITS OF FEMA ZONE AE PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL B HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL C HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL D HOA LANDSCAPE PARCEL PARCEL E HOA LANDSCAPE PARCEL PARCEL F HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL G HOA LANDSCAPE PARCEL LOTS 1 THRU 45 SINGLE FAMILY RESIDENTIAL LOT NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. NH12 NH10 NH4 NH24 FUTURE PARK PARCEL AREA TABLE PARCEL #AREA (SF±)PARCEL #AREA (SF±)PARCEL #AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 4428 4080 4080 4080 4080 4080 5665 4200 4620 5782 5905 4098 3764 3764 3764 3764 3846 3859 3777 3777 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3777 4130 5556 5236 5535 4258 3770 3770 4302 4302 3770 3770 4258 5309 4124 3770 3770 3770 3853 4023 41 42 43 44 45 PARCEL A PARCEL B PARCEL C PARCEL E PARCEL F PARCEL G PARCEL D 3900 3900 3900 3900 4334 71029 890 890 1551 2571 645 648 341.2 HP 342.3 HP 341.7 LP 344.2 GB 347.4 HP 346.4 GB 340.3 LP 340.9 LP 346.8 LP 339.8 LP 340.2 LP 341.3 HP 341.0 HP 340.5 LP 341.1 HP 350.3 HP 349.1 LP 349.9 HP 347.6 4 3 1 2 5 8 7 119 10 19 20 21 13141516 23 31 32 363738 43424140 34 4544 18 22 17 12 29 2728 26 24 3330 3539 6 R=20' R=20' R=20' R=20' R=20'R=20' R=20' R=20' R=20' A 345.5 344.7LP 345.12.0%0.5%2.8% GB 345.02%2%345.2 HP 343.7 HP 0.56%339.91.25%340.4341.31.0%342.80.94%343.40.5%0.5%342.0 340.5 2.0% 2.0% 343.8 342.4 HP HP 0.5% 0.5% 342.6 LP 1. 6 7 % 342.2 0.5% LP 342.8HP 0.7%0.5%2%2% 2%2% 2%2%2%2%CENTRAL STERLING STREETHORIZON PARKWAY NUGGET WAYSTREET YLOOP Z LOOP Z STREET X COURT UPARKWAY GBLP 1.67%341.5GB 2%2%343.0 GBLP 2.0% 342.3 1% 342.6 341.9 1% 342.2 FF 342.2 P 341.2 FF 342.5 P 341.5 FF 343.2 P 342.2 FF 343.6 P 342.6 FF 344.5 P 343.5 FF 344.9 P 343.9 FF 347.4 P 346.4 FF 346.5 P 345.5FF 346.3 P 345.3 FF 346.7 P 345.7 FF 345.7 P 344.7 FF 345.5 P 344.5FF 346.1 P 345.1 FF 346.0 P 345.0 FF 345.8 P 344.8FF 345.3 P 344.3 FF 345.1 P 344.1 FF 344.2 P 343.2 FF 344.8 P 343.8 FF 345.3 P 344.3 FF 345.3 P 344.3 FF 344.8 P 343.8 FF 344.2 P 343.2 FF 344.2 P 343.2 FF 343.6 P 342.6 FF 344.9 P 343.9FF 344.8 P 343.8 FF 344.3 P 343.3 FF 344.1 P 343.1 FF 343.2 P 342.2 FF 343.3 P 342.3 FF 343.8 P 342.8 FF 344.0 P 343.0 FF 343.4 P 342.4FF 343.4 P 342.4 FF 343.1 P 342.1FF 342.6 P 341.6 FF 342.4 P 341.4 FF 342.1 P 341.1 FF 342.6 P 341.6 FF 342.1 P 341.1 FF 342.4 P 341.4 FF 342.4 P 341.4 FF 341.7 P 340.7 B NH24 NH12 NH10FUTURE PARKNH4 34 0 . 6 A A A A B B C FF 343.6 P 342.6 12' WIDE TRAIL ACCESS CURB AND GUTTER PER CITY STD DWG DETAIL CD-111 CURB AND GUTTER PER CITY STD DWG DETAIL CD-111 CURB AND GUTTER PER CITY STD DWG DETAIL CD-111 342.7 LP 343.4 2%2%1% 342.9C D E R=40'R = 40'R=40'R=40'R=40'R=15' R=15' LIMITS OF FEMA ZONE AE SECTION C-C NTS PARK INTERFACE 10' EXISTING GROUND INTERIM ARMY FENCE FUTURE PARK PHASE 4 BLDG. 4' S/W 2' MIN 3' INTERIM WOOD FENCE (UNTIL PARK IS BUILT) 13' NOTES: 1.FOR CROSS SECTIONS NOT SHOWN ON THIS SHEET, SEE SHEET 5.5 FOR ADDITIONAL CROSS SECTION. 2.LOTS 6, 7, 10 TO BE REMOVED FROM FEMA ZONE AE. CENTRAL STERLING STREETHORIZON PARKWAY NUGGET WAYSTREET YLOOP Z LOOP Z STREET X COURT UPARKWAY 8"W 8"SS 8"SS8"W8"SS8"SS 8"W 8"W 8"SS8"W8"SS8"W8"W8"W 8"SS8"SS8"W8"W8"SS12"SD 8 " W 8"W12"SD12"SD12"SD12"SD 12"SD 12"SD12"SD12"SD 12"SD12"SD12"SD12"SD12"SD1 2 " S D EX 24"SSEX 24"SSEX 24"SSE X 1 5 "S S E X 2 4 "S S EX 24"SSEX24"SS EX 12"W EX 12"WEX 12"W EX 12"WEX 12"WEX 12"WEX 12"WE X 12"W EX 12"W EX 12"W EX 18"SDEX 18"SDEX 36"SD EX 36"SD EX 36"SDEX 36"SD EX 18"SDEX 36"SD EX 18"SDEX 18"SDEX 24"SDEX 24"SDEX 18"SD EX 36"SDEX 18"SD EX 30"SDEX30"SD E X 2 4"S D EX 18"SDEX 24"SDEX 24"SDEX 8"RW EX 8"RWEX 8"RWEX 8"RWEX 8"RWEX 8"RW E X 1 2 "R W EX 12"RW E X 12"R W E X 12"R W EX 8"SS EX 24"SD8"SD 8"SD EX 15"SS EX 8"W 8"SD EX 24"SSEX 8"SS EX 12"W EX 24"SS8"SD 8"SD 363738 19 20 21 8 7 13141516 31 32 4342 23 4140 34 4 4544 119 10 5 3 1 2 29 30 2728 26 33 24 18 22 17 12 35 25 39 INV 332.8INV 332.7 INV 332.7 INV 337.8INV 337.8 INV 337.7 INV 338.7 INV 339.0 INV 331.1 INV 331.1 INV 331.0 INV 332.9 INV 336.0 EX INV 328.8 INV 337.0 INV 337.0 INV 336.0 INV 333.4INV 333.4 INV 333.4 INV 334.2 INV 335.1INV 335.1 INV 335.1 INV 336.0 INV 332.1 INV 332.1 INV 331.3INV 331.3 EX INV 331.3 INV 334.4 INV 334.4 EX INV 334.4 INV 332.9 EX INV 332.9 INV 336.4INV 336.4 EX INV 336.4 6 INV 335.7 EX INV 335.7 8"SS8"W8"SS 8"W 12"SD1 2 " S D EX 24"SDEX 8"RWEX 24"SDSS LATERAL (TYP) POTABLE WATER LATERAL & METER (TYP) 8"SD 8 7 13 11 10 12 TYPICAL UTILITY CONNECTION DETAIL STREET X COURT U STERLING STREETHORIZON PARKWAY NUGGET WAYSTREET YLOOP Z LOOP Z STREET X COURT UDMA #1 DMA #2 DMA #3 DMA #4DMA #5DMA #6DMA #7DMA #8DMA #9 DMA #11 DMA #12 DMA #13 DMA #14 DMA #15 DMA #16 DMA #17 DMA #18DMA #20DMA #21DMA #22DMA #23 DMA #25 DMA #26 DMA #28 DMA #29 DMA #30 DMA #31 DMA #33 DMA #34 DMA #35DMA #36DMA #37DMA #38 DMA #40 DMA #41 DMA #42 DMA #43 DMA #44 DMA #45 DMA #46 DMA #47DMA #10DMA #24DMA #27DMA #19DMA #32DMA #39CENTRAL PARKWAY NH24 NH12 NH10FUTURE PARKNH4 #2 #3 #1 #9 #8 #7 #6 #5 #4 #10#11 #12 #13 #14 #15 #16 #17 #18#19 #20#21#22#23 #24#25 #26 #40 #28 #29 #30 #27 #31 #32 #33 #34 #35#36#37#38 #45#44#43#42 #46 #47 #41 #39 8 7 119 10 1314151617 12 19 20 21 231822 25 29 2728 26 24 31 32 34 363738 3539 30 33 43424140 44 45 5 3 1 2 4 6 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 12460 12301 24761 13690 548 550 2 8631 5020 13651 9133 365 568 3 2601 0 2601 2601 104 108 4 3775 2493 6268 4024 161 164 5 3584 1584 5168 3742 150 158 6 3580 1588 5168 3739 150 158 7 3429 1739 5168 3603 144 158 8 3580 1588 5168 3739 150 158 9 3676 1666 5342 3843 154 158 10 2930 0 2930 2930 117 120 11 3677 2084 5761 3885 155 158 12 3687 2088 5775 3896 156 158 13 3732 1436 5168 3876 155 158 14 3580 1588 5168 3739 150 158 15 3584 1584 5168 3742 150 158 16 3580 1588 5168 3739 150 158 17 6362 4968 11330 6859 274 275 18 4394 2701 7095 4664 187 200 19 1784 0 1784 1784 71 72 20 3395 2072 5467 3602 144 158 21 3580 1588 5168 3739 150 158 22 3429 1739 5168 3603 144 158 23 4075 2175 6250 4293 172 174 24 1502 0 1502 1502 60 60 25 3536 2239 5775 3760 150 158 26 3691 2084 5775 3899 156 158 27 1502 0 1502 1502 60 60 28 4072 2178 6250 4290 172 174 29 3429 1739 5168 3603 144 158 30 3584 1584 5168 3742 150 158 31 3241 2226 5467 3464 139 158 32 1934 0 1934 1934 77 80 33 4659 3112 7771 4970 199 200 34 6208 5116 11324 6720 269 275 35 3580 1588 5168 3739 150 158 36 3429 1739 5168 3603 144 158 37 3580 1588 5168 3739 150 158 38 3887 1667 5554 4054 162 164 39 2878 0 2878 2878 115 142 40 3687 2088 5775 3896 156 158 41 3661 -1990 1671 3462 138 142 42 2031 2185 4216 2250 90 100 43 2182 1913 4095 2373 95 100 44 2186 1909 4095 2377 95 100 45 2182 1913 4095 2373 95 100 46 2031 2064 4095 2237 89 100 47 2186 2128 4314 2399 96 100 NOTES: 1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3 STORMWATER TECHNICAL GUIDANCE JANUARY 1, 2015. 2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA + 10% OF PERVIOUS AREA 3.RAINFALL INTENSITY = 0.2 IN/HR 4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE 5.THE TREATMENT AREA REQUIRED IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 6.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGN TO REDUCE THE EFFECTIVE IMPERVIOUS AREA. DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY SILVA CELL C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 C/L AC AB GARAGE FLR. 34'18' DWY 13'13' CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 5' S/W 44' PUE, PAE, DSRSD, EVAE F/C F/C 8' PARKING 5' S/W PUE (3' MIN.)P/L P/L PUE (3' MIN.) GARAGE FLR. 18' DWY 0.5'0.5' B/C B/C AC AB C/L 11'11'0.5' B/C 5' S/W F/C 0.5' B/C 5' S/W F/C 22' 34' PUE, PAE, DSRSD, EVAE P/L P/L CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 SECTION A-A NTS STREET X, STREET Y AND LOOP Z SECTION B-B NTS PRIVATE ALLEY GARAGE FLR. 18' DWY GARAGE FLR. 18' DWY NOTE: CITY STANDARD DETAIL CD-111 "DEPRESSED DRIVEWAY APPROACH" TO BE USED FOR INDIVIDUAL DRIVEWAYS NOTE: CITY STANDARD DETAIL CD-111 "DEPRESSED DRIVEWAY APPROACH" TO BE USED FOR INDIVIDUAL DRIVEWAYS 14'6'5'8' 6' PSE TRAVEL LANEBIKE LANE PWAYS/W 82' RIGHT OF WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 16' MEDIAN ISLAND 14'6'5'8' 6' PSE TRAVEL LANE BIKE LANE PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 0.5' B/C 0.5' B/C R/WR/W 11'5'10' 6' PSE TRAVEL LANEPWAYS/W 62' RIGHT TOF WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA 12'5'8' 6' PSE PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA 0.5' B/C 0.5' B/C R/WR/W DUAL TURN LANE 11' TRAVEL LANE C/L 6'6' PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 AC AB SECTION C-C NTS HORIZON PARKWAY SECTION D-D NTS STERLING STREET RW 6' PSE 12'12' 6' PSE DUAL TURN LANETRAVEL LANE RW 56' RIGHT OF WAY PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 12' TRAVEL LANE 5' PWAY 5' S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA F/C F/C AC AB B/C 0.5'B/C0.5' 36' SECTION E-E NTS NUGGET WAY 5' PWAY 5' S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA COLUMBUS STREETNUGGET WAY EL DORADO LANE FERNANDEZ STREET3RD STREET EX. ELEC.EX. FIBER OPTICEX. 8" W TO BE REMOVEDEX 18" SS TO BE RELOCATEDE X 2 4 " S S EX. 6" W TO BE REMOVED TO BE REMOVED EX. 12" W FUTURE PARK NH4 COLUMBUS STREETNUGGET WAY EL DORADO LANE STREET EE STREET GG COURT Z HUNTLEY STREET COURT AASTREET FF5 4 3 2 1 8 7 6 9 10 11 12 13 17 16 15 14 21201918 24 23 25 22 26 27 28 30313233 37 36 34 52' 18' 3' 3'6'31'26' 49'37'29'55'9'32'32'49' 49' 27' 27'32'32'32'32'49' 49' 27' 27'32'32'32'32'49' 49' 27' 27'32'32'32'9'49' 27'32'32'27' 37'21'10'3'27'29'70'22' 3'27'48'32'32'32'35'27'26'26'48'48'48'32'32'32'57'4'27'54'32'32'14'17'38'1 7'3'35'32'32'36'4'27'26'27'27'42'42'42'32'32'35'32'32'42'42'42'42'45'24'27'26'26'32'32'32'36'3'46'11'3'6' 6' 44'32'32'35'22'54'55'22'47'32'32'33'26'26'26'27'27'26'26'26'32'32'57' 46'32'32'37'48'48'48'22'49'49'49'23'34'32'34'33' 25'10'32'34'37'49'27'26'27'26'48'48'48'48'101'30'34 ' 25'7'27'26'1 9'3'32'33'32'32'36'26' 26' 27' 49 ' 49 ' 55'1 4 '3'3'129'134' 134'109'134' 134'289'145' 134' 134' 134'18'24'25'ACPLAN 1PLAN 2ACPLAN 3ACACPLAN 1PLAN 2ACPLAN 3ACACPLAN 1PLAN 2ACPLAN 3ACACPLAN 1PLAN 2 ACAC PLAN 1PLAN 2 AC PLAN 2 ACAC PLAN 1PLAN 2 AC PLAN 3 AC AC PLAN 1 PLAN 2 AC PLAN 3 AC PLAN 3 AC PLAN 2ACACPLAN 1PLAN 3ACPLAN 2 AC PLAN 3 ACACPLAN 1PLAN 2ACPLAN 3ACPLAN 2ACPLAN 2ACPLAN 3ACPLAN 3ACPLAN 3 ACAC PLAN 1 PLAN 3 AC ACPLAN 1FUTURE PARK23'45'18'11' 11'18'27'42'27'23'23'25'27'N1°35'51"E 527.66' BNDYN88°24'09"W 225.59' BNDYN1°35'51"E 477.66' BNDYN88°24'09"W 215.59' BNDY R=2 0.00'Δ=90 ° 00'00"L=31 . 4 2 BNDYR=30.00 'Δ=90°00'0 0 "L=47.12B N D Y PARCEL B PARCEL E PARCEL D (PUE, PAE, DSRSD, EVAE) PARCEL C PARCEL A PARCEL F 49 '32'37'35'34'48 ' 27' 17 16 15 14 18'PLAN 2 ACAC PLAN 1PLAN 2 AC PLAN 3 AC PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A HOA LANDSCAPE PARCEL PARCEL B HOA LANDSCAPE PARCEL PARCEL C HOA LANDSCAPE PARCEL PARCEL D HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL E HOA LANDSCAPE PARCEL LOTS 1 THRU 37 SINGLE FAMILY RESIDENTIAL LOT NOTE: 1.APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. 2.LOTS 13, 14, 21 AND 22 TO BE MERGED WITH PARCELS B, C, D, E OF TRACT 8308. 3.LOTS 29 AND 30 TO BE MERGED WITH LOT 5 OF TRACT 8150. NH4 NH4 NH4 NH4 TYPICAL PRIVATE YARD EASEMENT SCALE: 1"=20' NOTE: PRIVATE YARD EASEMENT WILL BE DEFINED IN THE CONDITIONS, COVENANTS, AND RESTRICTIONS(CC & RS) OF THE HOMEOWNERS' ASSOCIATION (HOA), WHICH WILL NOT BE SHOWN ON THE FINAL SUBDIVISION MAP. HUNTLEY STREET STREET FFPRIVATE YARD EASEMENT (TYP) SCHEMATIC FENCE LOCATION (TYP) PARCEL AREA TABLE PARCEL #AREA (SF±)PARCEL #AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2592 2274 2274 2274 2274 2274 2274 2274 2190 2258 2258 2258 3042 2801 2094 2093 2509 2331 2095 2094 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 PARCEL A PARCEL B PARCEL C 2094 3207 2254 2254 2912 3741 2283 2283 2466 2399 2258 2371 2544 2229 2274 2274 2564 822 2888 1057 PARCEL D PARCEL E PARCEL F 34368 2303 1226 PARCEL #AREA (SF±) ACACACACACACACACACACACACAC ACACACAC AC AC ACACACACACAC ACACACACACAC ACACACAC AC ACCOLUMBUS STREETNUGGET WAY STREET EE STREET GG COURT Z HUNTLEY STREET COURT AASTREET FF0.7% 2%2%2%0.5%EX TFC 339.05 0.7% EX TFC 339.39 2%EX TC 339.27 0.7%2%EX TC 340.02 340.0 340.34 0.7% P 340.0 FF 341.0 P 339.7 FF 340.7 P 339.4 FF 340.4 P 339.1 FF 340.1 P 338.7 FF 339.7 P 338.4 FF 339.4 P 338.1 FF 339.1 P 337.8 FF 338.8 P 337.2 FF 338.2 P 337.1 FF 338.1 P 337.4 FF 338.4 P 337.7 FF 338.7 P 337.9 FF 338.9 P 338.8 FF 339.8 P 338.6 FF 339.6P 338.3 FF 339.3 P 338.1 FF 339.1 P 339.2 FF 340.2 P 339.4 FF 340.4 P 339.6 FF 340.6 P 339.8 FF 340.8 P 339.9 FF 340.9 P 340.1 FF 341.1 P 340.3 FF 341.3 P 340.5 FF 341.5 P 340.3 FF 341.30 P 340.5 FF 341.50 P 340.7 FF 341.70 P 340.9 FF 341.90 P 340.8 FF 341.8 P 341.0 FF 342.0 P 341.2 FF 342.2 P 341.4 FF 342.4 P 341.1 FF 342.1 P 340.9 FF 341.9 P 340.7 FF 341.7 P 340.5 FF 341.5 1 5 4 3 2 8 7 6 9 10 11 12 13 17 16 15 14 21201918 24 2325 22 26 27 28 30313233 36 34 37 340.2 LP 341.0 HP 341.1 HP 340.8 HP 339.7 LP 340.4 HP 337.2 LP 337.7 HP 339.6 LP 338.1TC 337.2TRC 336.9TRC 337.4 TRC 338.3 TFC 338.7339.0TC 338.6 TC 339.2 TRC 339.3 TRC 340.0 TFC 340.4TFC 339.7 340.0TRC 340.2340.6339.8 TC 340.7 TC 341.0341.1TC 341.6TC 341.6TFC 340.8 TRC 340.4 TRC 341.1 TFC 341.5 FUTURE PARKNH13 AC B D A F A E TC 341.90.5%340.6 29 341.2 340.4 2% 340.0 2%340.2 HP 2.1%1%340.3340.7340.1339.5338.8338.2337.6337.9 TC 337.5 TFC 337.8 338.4±2%2%2%0.96%0.48%2%337.8 337.52%0.98%0.98%340.1 0.54%2%0.52%2%339.1± 341.4 338.4 Z LP 2%2% 338.4 LP 2%2% 339.4 LP TC 340.2 2%1.5% 340.5 LP 2%2% 35 PARCEL B PARCEL D PARCEL E PARCEL CPARCE L A PAR C E L F R=15' R=15' R=15' R=15' R=15' R=15' R=15' R=15' R=15' R=15' R=5' R=5' R=10' R=10' R=15' R=15' R=15' R=15'R=40'R=30'R=40'H G I EL DORADO LANE 336.9 SECTION Z-Z AC AB 5' F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 PSE NTS 5'6' S/W PWAY FUTURE PARK 2'±R/W NH4 NOTE: 1.FOR CROSS SECTIONS NOT SHOWN ON THIS SHEET, SEE SHEET 7.5 FOR ADDITIONAL CROSS SECTIONS ACACACACACACACACACACACACAC ACACACAC AC AC ACACACACACAC ACACACACACAC ACACACAC AC ACCOLUMBUS STREETNUGGET WAY EL DORADO LANE STREET EE STREET GG COURT Z HUNTLEY STREET COURT AASTREET FF12"SD12"SD12"SD12"SD12"SD 12"SD 12"SD12"SD12"SD 8"W 8"W8"W8"W 8"W8"W8"W8"W8"W8"W8"W 8"SS 8"SS8"SS 8"SS8"SS8"SS8"SS8"SS8"SS 12"SD12"SD12"SDINV 329.6 INV 329.5 INV 329.5 INV 330.0 INV 329.3INV 329.3 INV 329.2 INV 330.1INV 330.1 INV 330.0 INV 330.9INV 330.8 INV 330.9 INV 331.2 INV 331.7 INV 330.9 INV 330.9 INV 331.8INV 331.8 INV 331.8 INV 332.8 INV 332.8 INV 333.0 INV 331.4INV 331.4 INV 331.4 EX INV 330.3 12"SD 12"SD26 24 23 25 17 16 15 5 4 3 2 1 8 37 7 36 6 34 10 11 12 9 22 13 14 30313233 212019 27 28 18 29 EX 18"SS EX 18"SSEX 24"SSEX 8"RWEX 8"RWEX 8"RW EX 12"W EX 12"WEX 8"WEX 24"SS EX 8"RW EX 8"W EX 18"SDEX 48"SDEX 48"SDEX 48"SD EX 48"SDEX 18"SD EX 48"SDEX 18"SD EX 24"SD EX 18"SD12"SD ACACACACSTREET EE 12"SD12"SD8"W 8"W8"W8"SS8"SSSS LATERAL WATER LATERAL & METER (TYP)12"SD12"SD 12"SD25 3 2 1 TYPICAL UTILITY CONNECTION DETAIL COURT Z STREET FF ACACACACACACACACACACACACAC ACACACAC AC AC ACACACACACAC ACACACACACAC ACACACAC AC ACCOURT AA DMA #1 DMA #7 DMA #9 DMA #10DMA #3DMA #2 DMA #6 DMA #4 DMA #8 DMA #5COLUMBUS STREETNUGGET WAY EL DORADO LANE STREET EE STREET GG COURT Z HUNTLEY STREETSTREET FFDMA #11 #7 #10 #9 #8 #6 #4#11 #5 #2 #1 #3 35 29 PARCEL B 27 28 30313233 24 23 25 37 36 34 22 26 PARCEL A 21201918 5 4 3 2 1 17 16 15 6 14 8 7 9 10 11 12 13 PARCEL F PARCEL CPARCEL E FUTURE PARK NH4 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 15630 10914 26544 16721 669 670 2 6778 6335 13113 7412 296 305 3 1450 0 1450 1450 58 64 4 6835 5625 12460 7398 296 300 5 1885 0 1885 1885 75 76 6 8654 4663 13317 9120 365 370 7 17770 8066 25836 18577 743 764 8 5879 100 5979 5889 236 254 9 8739 4094 12833 9148 366 370 10 8541 5343 13884 9075 363 366 11 1495 710 2205 1566 63 70 NOTES: 1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3 STORMWATER TECHNICAL GUIDANCE JANUARY 1, 2015. 2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA + 10% OF PERVIOUS AREA 3.RAINFALL INTENSITY = 0.2 IN/HR 4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE 5.THE TREATMENT AREA REQUIRED IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 6.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGN TO REDUCE THE EFFECTIVE IMPERVIOUS AREA. DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY SILVA CELL C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 SECTION C-C C/L 27' PUE, PAE, DSRSD, EVAE 0.5' 13' GARAGE FLR. 3.5' AC AB ROLLED CURB, SEE DETAIL ON SHEET 0.3 26'F/C F/C P/L P/L NTS STREET FF 2' PUE 13' 4' S/W 3' PUE 0.5' BUILDING DISTANCE VARIES (5.5' MIN.) SECTION B-B C/L 27' PUE, PAE, DSRSD, EVAE 0.5' 13' GARAGE FLR. 3.5' AC AB ROLLED CURB, SEE DETAIL ON SHEET 0.3 26'F/C F/C P/L P/L NTS STREET FF 2' PUE 13' 4' S/W 3' PUE 0.5' BUILDING 3'BIORETENTION VARIES 6"C/L SECTION A-A 27' PUE, PAE, DSRSD, EVAE 0.5' GARAGE FLR. 3.5' MIN 3.5' MIN GARAGE FLR. 13'13' 0.5' 26' AC AB F/C F/C ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 P/L P/L NTS STREET GG, COURT AA, COURT Z 2' PUE 2' PUE SECTION D-D NTS STREET EE AC AB C/L 26'4' S/W 4' S/W F/CF/C 34' PUE, PAE, DSRSD, EVAE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 BUILDING 0.5' B/C 0.5' B/C P/LP/L 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 13'13' P/L 3.9'11' BUILDING 10' YARD BIORETENTION VARIES 6"FENCE 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 P/L FENCE SECTION E-E C/L 27' PUE, PAE, DSRSD, EVAE 0.5' 13' GARAGE FLR. 3.5' AC AB ROLLED CURB, SEE DETAIL ON SHEET 0.3 26'F/C F/C P/L P/L NTS STREET FF 2' PUE 13' 4' S/W 3' PUE 0.5' BUILDING 8.5' P/L FENCE 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 10'8'5'5'10'8'5'5' 6' PSE 56' RIGHT OF WAY 6' PSE C/L R/W R/W S/W PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB 36' FC FC 0.5' B/C 0.5' B/C 10' MIN CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PARKWAY WITH TREES AND STORM WATER TREATMENT BUILDING N17 BUILDING N13 10'8'5'5'10'8'5'5' 6' PSE 56' RIGHT OF WAY 6' PSE C/L R/W R/W S/W PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB 36' FC FC 0.5' B/C 0.5' B/C 10' MIN CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PARKWAY WITH TREES AND STORM WATER TREATMENT BUILDING N17 FUTURE PARK PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 SECTION H-H NTS NUGGET WAY SECTION I-I NTS COLUMBUS STREET PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 10'8'5'5'10'8'5'5' 6' PSE 56' RIGHT OF WAY BUILDING N3 6' PSE C/L R/W R/W S/W PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB 36' FC FC 0.5' B/C 0.5' B/C 10' MIN CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PARKWAY WITH TREES AND STORM WATER TREATMENT BUILDING N17 SECTION G-G NTS EL DORADO LANE SECTION F-F 13' TRAVEL WAY 4' S/W 4' S/W C/L 34' 13' TRAVEL WAY AC AB 42' PUE, PAE, DSRSD, EVAE F/C F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 BUILDING DISTANCE VARIES (5.5' MIN.) BUILDING DISTANCE VARIES (5.5' MIN.) P/L P/L 0.5'B/C 0.5'B/C 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 NTS HUNTLEY STREET 8' PARALLEL PARKING ALIVEwith Boulevard conveys action, walking, movement and advancing from one place to the next. It’s a place of seeing, doing, free thinking and perspective—because living at Boulevard is living real life. With an urban notion and intimate neighborhood experience, Boulevard’s vision reflects the evolving dynamics of Dublin and the Tri-Valley area, offering a rich environment that has all the elements of a great place – transit, residential diversity, social spaces and abundant parks. Those things are a must, but Boulevard goes further with unique distinctions that set it apart, from landmark entry monuments, innovative park programming and public art to notable residential architecture. A place of fresh experiences, artistic sights and connected activities, Boulevard is the hub that moves life forward. Boulevard is an immediate experience. URBAN IN SUBURBAN OVERALL A0.1 RENDERING KEY MAP A0.2 RENDERING 1 - NEIGHBORHOOD 7 A0.3 RENDERING 2 - NEIGHBORHOOD 1/3 A0.4 RENDERING 3 - NEIGHBORHOOD 14/15 A0.5 RENDERING 4 - NEIGHBORHOOD 14/16 A0.6 RENDERING 5 - NEIGHBORHOOD 8/14 A0.7 RENDERING 6 - NEIGHBORHOOD 10/13 A0.8 RENDERING 7 - NEIGHBORHOOD 12/13 A0.9 RENDERING 8 - NEIGHBORHOOD 11/18 A0.10 RENDERING 9 - NEIGHBORHOOD 10 A0.11 RENDERING 10 - NEIGHBORHOOD 10 A0.12 RENDERING 11 - NEIGHBORHOOD 13 AT PARK CIVIL C0.1.1 PHASE 2 & 3 OVERALL AERIAL PHOTO PLAN C0.1.2 PHASE 2 OVERALL AERIAL PHOTO PLAN C0.2 OVERALL NEIGHBORHOOD PLAN LANDSCAPE L0.1 ENTRY AT IRON HORSE PARKWAY L0.2 ENTRY AT CENTRAL PARKWAY L0.3 OVERALL WALL AND FENCING PLAN L0.4 WALL AND FENCING DETAILS L0.5 GREENBELT L0.6 GREENBELT L0.7 STREET SECTIONS L0.8 STREET SECTIONS L0.9 SITE ACCESSORIES NEIGHBORHOOD 7 & 8 (PHASE 2) L1.1 NEIGHBORHOOD 7&8 SITE PLAN CIVIL C.1.1 NEIGHBORHOOD 7/8 SITE PLAN C.1.2 NEIGHBORHOOD 7/8 LAND USE SUMMARY C.1.3 NEIGHBORHOOD 7/8 STREET SECTIONS C.1.4 NEIGHBORHOOD 7/8 ADDRESS PLAN C.1.5 NEIGHBORHOOD 7/8 PARKING PLAN C.1.6 NEIGHBORHOOD 7/8 TRASH PICKUP PLAN C.1.7 NEIGHBORHOOD 7/8 MAILBOX LOCATION PLAN C.1.8 NEIGHBORHOOD 7/8 FIRE ACCESS PLAN C.1.9 NEIGHBORHOOD 7/8 SIGHT DISTANCE PLAN C.1.10 NEIGHBORHOOD 7/8 ACCESSIBILITY PLAN C.1.11 NEIGHBORHOOD 7/8 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L1.2 NEIGHBORHOOD 7&8 STREET TREE PLAN L1.3 NEIGHBORHOOD 7&8 WALLS AND FENCING L1.4 NEIGHBORHOOD 7&8 WALLS AND FENCING L1.5 NEIGHBORHOOD 7 TYPICALS L1.6 NEIGHBORHOOD 7 PASEO L1.7 NEIGHBORHOOD 7 POCKET PARK – THE LAWN L1.8 NEIGHBORHOOD 7- THE GALLERY L1.9 NEIGHBORHOOD 7 THE TOWN SQUARE L1.8 NEIGHBORHOOD 8 TYPICAL L1.9 NEIGHBORHOOD 8 POCKET PARK - THE STUDIO L1.10 NEIGHBORHOOD 8 POCKET PARK - THE LIBRARY L1.11 NEIGHBORHOOD 8 - TYPICAL L1.12 NEIGHBORHOOD 8 - THE RETREAT L1.13 NEIGHBORHOOD 8 - TYPICAL PASEO L1.14 NEIGHBORHOOD 8 - THE TRACK L1.15 NEIGHBORHOOD 8 - EVA ACCESS PLAZA ARCHITECTURE Neighborhood 7 AA1.7.10 SKYLINE-SITE KEY MAP A1.7.11 CODE ANALYSIS A1.7.12 CODE ANALYSIS A1.7.13 CONCEPTUAL SOLAR READY ZONE PLAN A1.7.20 BUILDING 4 PLEX – EXTERIOR ELEVATIONS A1.7.21 BUILDING 4 PLEX – EXTERIOR ELEVATIONS A1.7.22 BUILDING 4 PLEX – BUILDING PLANS A1.7.23 BUILDING 4 PLEX – BUILDING PLANS A1.7.30 BUILDING 8 PLEX_A – EXTERIOR ELEVATIONS A1.7.31 BUILDING 8 PLEX_A – EXTERIOR ELEVATIONS A1.7.32 BUILDING 8 PLEX_A – EXTERIOR ELEVATIONS A1.7.33 BUILDING 8 PLEX_A – BUILDING PLANS A1.7.34 BUILDING 8 PLEX_A – BUILDING PLANS A1.7.35 BUILDING 8 PLEX_A – BUILDING PLANS A1.7.40 BUILDING 8 PLEX_B – EXTERIOR ELEVATIONS A1.7.41 BUILDING 8 PLEX_B – EXTERIOR ELEVATIONS A1.7.42 BUILDING 8 PLEX_B – EXTERIOR ELEVATIONS A1.7.43 BUILDING 8 PLEX_B – BUILDING PLANS A1.7.44 BUILDING 8 PLEX_B – BUILDING PLANS A1.7.45 BUILDING 8 PLEX_B – BUILDING PLANS A1.7.40.1 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.7.41.1 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.7.42.1 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.7.43.1 BUILDING 8 PLEX_B ALT – BUILDING PLANS A1.7.44.1 BUILDING 8 PLEX_B_ALT – BUILDING PLANS A1.7.45.1 BUILDING 8 PLEX_B_ALT – BUILDING PLANS A1.7.50 BUILDING 10 PLEX_A – EXTERIOR ELEVATIONS A1.7.51 BUILDING 10 PLEX_A – EXTERIOR ELEVATIONS A1.7.52 BUILDING 10 PLEX_A – EXTERIOR ELEVATIONS A1.7.53 BUILDING 10 PLEX_A – BUILDING PLANS A1.7.54 BUILDING 10 PLEX_A – BUILDING PLANS A1.7.55 BUILDING 10 PLEX_A – BUILDING PLANS A1.7.50.1 BUILDING 10 PLEX_A_ALT – EXTERIOR ELEVATIONS A1.7.51.1 BUILDING 10 PLEX_A_ALT – EXTERIOR ELEVATIONS A1.7.52.1 BUILDING 10 PLEX_A_ALT – EXTERIOR ELEVATIONS A1.7.53.1 BUILDING 10 PLEX_A_ALT – BUILDING PLANS A1.7.54.1 BUILDING 10 PLEX_A_ALT – BUILDING PLANS A1.7.55.1 BUILDING 10 PLEX_A_ALT – BUILDING PLANS A1.7.60 BUILDING 10 PLEX_B – EXTERIOR ELEVATIONS A1.7.61 BUILDING 10 PLEX_B – EXTERIOR ELEVATIONS A1.7.62 BUILDING 10 PLEX_B – EXTERIOR ELEVATIONS A1.7.63 BUILDING 10 PLEX_B – BUILDING PLANS A1.7.64 BUILDING 10 PLEX_B – BUILDING PLANS A1.7.65 BUILDING 10 PLEX_B – BUILDING PLANS A1.7.70 PLANS 1 & 2 – FLOOR PLANS A1.7.71 PLANS 1 & 2 – FLOOR PLANS A1.7.72 PLANS 1 & 2_ALT 1 – FLOOR PLANS A1.7.73 PLANS 1 & 2_ALT 1 – FLOOR PLANS A1.7.74 PLANS 1 & 2_ALT 2 – FLOOR PLANS A1.7.75 PLANS 1 & 2_ALT 2 – FLOOR PLANS A1.7.76 PLANS 1 & 2_ALT 3 – FLOOR PLANS A1.7.77 PLANS 1 & 2_ALT 3 – FLOOR PLANS A1.7.78 PLANS 3 & 4 – FLOOR PLANS A1.7.79 PLANS 3 & 4 – FLOOR PLANS A1.7.80 PLANS 3 & 4_ALT 1 – FLOOR PLANS A1.7.81 PLANS 3 & 4_ALT 1 – FLOOR PLANS A1.7.82 PLANS 3 & 4_ALT 2 – FLOOR PLANS A1.7.83 PLANS 3 & 4_ALT 2 – FLOOR PLANS A1.7.84 PLANS 5 & 6 – FLOOR PLANS A1.7.85 PLANS 5 & 6 – FLOOR PLANS A1.7.86 PLANS 5 & 6_ALT 1 – FLOOR PLANS A1.7.87 PLANS 5 & 6_ALT 1 – FLOOR PLANS A1.7.88 PLANS 5 & 6_ALT 2 – FLOOR PLANS A1.7.89 PLANS 5 & 6_ALT 2 – FLOOR PLANS A1.7.90 PLANS 5 & 6_ALT 3 – FLOOR PLANS A1.7.91 PLANS 5 & 6_ALT 3 – FLOOR PLANS A1.7.92 PLANS 5 & 6_ALT 4 – FLOOR PLANS A1.7.93 PLANS 5 & 6_ALT 4 – FLOOR PLANS A1.7.100 BUILDING SECTIONS A1.7.101 BUILDING SECTIONS A1.7.102 ARCHITECTURAL DETAILS A1.7.103 COLOR & MATERIALS Neighborhood 8 A1.8.10 BROADWAY-SITE KEY MAP A1.8.11 CODE ANALYSIS A1.8.12 CODE ANALYSIS A1.8.13 CONCEPTUAL SOLAR READY ZONE PLAN A1.8.14 STREET SCENE A1.8.15 STREET SCENE A1.8.16 STREET SCENE A1.8.20 BUILDING 4 PLEX – EXTERIOR ELEVATIONS A1.8.21 BUILDING 4 PLEX – EXTERIOR ELEVATIONS A1.8.22 BUILDING 4 PLEX – BUILDING PLANS A1.8.23 BUILDING 4 PLEX – BUILDING PLANS A1.8.30 BUILDING 8 PLEX_A – EXTERIOR ELEVATIONS A1.8.31 BUILDING 8 PLEX_A – EXTERIOR ELEVATIONS A1.8.32 BUILDING 8 PLEX_A – EXTERIOR ELEVATIONS A1.8.33 BUILDING 8 PLEX_A – BUILDING PLANS A1.8.34 BUILDING 8 PLEX_A – BUILDING PLANS A1.8.35 BUILDING 8 PLEX_A – BUILDING PLANS A1.8.40 BUILDING 8 PLEX_B – EXTERIOR ELEVATIONS A1.8.41 BUILDING 8 PLEX_B – EXTERIOR ELEVATIONS A1.8.42 BUILDING 8 PLEX_B – EXTERIOR ELEVATIONS A1.8.43 BUILDING 8 PLEX_B – BUILDING PLANS A1.8.44 BUILDING 8 PLEX_B – BUILDING PLANS A1.8.45 BUILDING 8 PLEX_B – BUILDING PLANS A1.8.50 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.8.50.1 BUILDING 8 PLEX B ALT 2 - EXTERIOR ELEVATIONS A1.8.51 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.8.51.1 BUILDING 8 PLEX_B_ALT 2 – EXTERIOR ELEVATIONS A1.8.52 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.8.52.1 BUILDING 8 PLEX_B_ALT 2 – EXTERIOR ELEVATIONS A1.8.53 BUILDING 8 PLEX_B_ALT – BUILDING PLANS A1.8.53.1 BUILDING 8 PLEX B ALT 2 - BUILDING PLANS A1.8.54 BUILDING 8 PLEX_B_ALT – BUILDING PLANS A1.8.54.1 BUILDING 8 PLEX_B_ALT 2 – BUILDING PLANS A1.8.55 BUILDING 8 PLEX_B_ALT – BUILDING PLANS A1.8.55.1 BUILDING 8 PLEX B ALT 2 - BUILDING PLANS A1.8.60 BUILDING 10 PLEX– EXTERIOR ELEVATIONS A1.8.61 BUILDING 10 PLEX– EXTERIOR ELEVATIONS A1.8.62 BUILDING 10 PLEX– EXTERIOR ELEVATIONS A1.8.63 BUILDING 10 PLEX– BUILDING PLANS A1.8.64 BUILDING 10 PLEX– BUILDING PLANS A1.8.65 BUILDING 10 PLEX– BUILDING PLANS A1.8.70 PLANS 1 & 2 – FLOOR PLANS A1.8.71 PLANS 1 & 2 – FLOOR PLANS A1.8.72 PLANS 3 & 4 – FLOOR PLANS A1.8.73 PLANS 3 & 4 – FLOOR PLANS A1.8.74 PLANS 3 & 4_ALT – FLOOR PLANS A1.8.75 PLANS 3 & 4_ALT – FLOOR PLANS A1.8.76 PLANS 5 & 6 – FLOOR PLANS Site Development Review Table of Contents A1.8.77 PLANS 5 & 6 – FLOOR PLANS A1.8.80 BUILDING SECTIONS A1.8.90 ARCHITECTURAL DETAILS A1.8.91 COLOR & MATERIALS NEIGHBORHOOD 9 (PHASE2) & 16 (PHASE 3) L2.1 NEIGHBORHOOD 9&16 SITE PLAN CIVIL C.2.1.1 NEIGHBORHOOD 9/16 SITE PLAN C.2.1.2 NEIGHBORHOOD 9/16 INTERIM CONDITION SITE PLAN C.2.2 NEIGHBORHOOD 9/16 LAND USE SUMMARY C.2.3 NEIGHBORHOOD 9/16 STREET SECTIONS C.2.4 NEIGHBORHOOD 9/16 ADDRESS PLAN C.2.5.1 NEIGHBORHOOD 9/16 ULTIMATE PARKING PLAN C.2.5.2 NEIGHBORHOOD 9/16 INTERIM PARKING PLAN C.2.6 NEIGHBORHOOD 9/16 TRASH PICKUP PLAN C.2.7 NEIGHBORHOOD 9/16 MAILBOX LOCATION PLAN C.2.8.1 NEIGHBORHOOD 9/16 ULTIMATE FIRE ACCESS PLAN C.2.8.2 NEIGHBORHOOD 9/16 INTERIM FIRE ACCESS PLAN C.2.9 NEIGHBORHOOD 9/16 SIGHT DISTANCE PLAN C.2.10 NEIGHBORHOOD 9/16 ACCESSIBILITY PLAN C.2.11 NEIGHBORHOOD 9/16 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L2.2 NEIGHBORHOOD 9&16 STREET TREE PLAN L2.3 NEIGHBORHOOD 9&16 WALLS AND FENCING L2.4 NEIGHBORHOOD 9&16 TYPICALS L2.5 NEIGHBORHOOD 9&16 PASEO L2.6 NEIGHBORHOOD 9&16 CANAL INTERFACE L2.7 NEIGHBORHOOD 9&16 INTERIM SECTIONS L2.8 NEIGHBORHOOD 9&16 INTERIM SECTIONS ARCHITECTURE A2.0 CONCEPTUAL STREET SCENE A2.1 PROJECT DATA SHEET A2.2 FIRST FLOOR PLAN A2.3 SECOND FLOOR PLAN A2.4 THIRD FLOOR PLAN A2.5 ACCESSIBLE UNIT PLAN A2.6 FRONT & REAR ELEVATIONS A2.7 SIDE & MOTORCOURT ELEVATIONS A2.8 ELEVATIONS - ALTERNATE COLOR SCHEMES A2.9 ROOF PLAN A2.10 SOLAR ZONE ANALYSIS A2.11 DETAILS A2.12 COLOR & MATERIALS NEIGHBORHOOD 14 & 15 (PHASE 3) L6.1 NEIGHBORHOOD 14&15 SITE PLAN CIVIL C.6.1 NEIGHBORHOOD 14/15 SITE PLAN C.6.2 NEIGHBORHOOD 14/15 LAND USE SUMMARY C.6.3 NEIGHBORHOOD 14/15 STREET SECTIONS C.6.4 NEIGHBORHOOD 14/15 ADDRESS PLAN C.6.5 NEIGHBORHOOD 14/15 PARKING PLAN C.6.6 NEIGHBORHOOD 14/15 TRASH PICKUP PLAN C.6.7 NEIGHBORHOOD 14/15 MAILBOX LOCATION PLAN C.6.8 NEIGHBORHOOD 14/15 FIRE ACCESS PLAN C.6.9 NEIGHBORHOOD 14/15 SIGHT DISTANCE PLAN C.6.10 NEIGHBORHOOD 14/15 ACCESSIBILITY PLAN C.6.11 NEIGHBORHOOD 14/15 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L6.2 NEIGHBORHOOD 14&15 STREET TREE PLAN L6.3 NEIGHBORHOOD 14&15 WALLS AND FENCING L6.4 NEIGHBORHOOD 14&15 WALLS AND FENCING L6.5 NEIGHBORHOOD 14 TYPICAL PASEO L6.6 NEIGHBORHOOD 15 TYPICAL L6.7 NEIGHBORHOOD 15 TYPICAL ALLEY L6.8 NEIGHBORHOOD 14&15 POCKET PARK – THE DOG HOUSE ARCHITECTURE Neighborhood 14 A14.1 ELEVATIONS A14.2 RENDERED ELEVATIONS A14.3 COURTYARD ELEVATIONS A14.4 ROOF PLAN AND SOLAR ZONES A14.5 FIRST FLOOR & SECOND FLOOR PLANS A14.6 THIRD FLOOR & FOURTH FLOOR PLANS A14.7 UNIT 1 FLOOR PLANS A14.8 UNIT 1 FLOOR PLAN OPTIONS A14.9 UNIT 2 FLOOR PLANS A14.10 UNIT 2 FLOOR PLAN OPTIONS A14.11 UNIT 3 FLOOR PLANS A14.12 UNIT 3 FLOOR PLAN OPTIONS A14.13 EMERGENCY ESCAPE PLAN AND BUILDING ANALYSIS A14.14 STORAGE EXHIBIT A14.15 VEHICLE ACCESS DIAGRAM A14.16 COLORS & MATERIALS Neighborhood 15 A15.1 RENDERING BACKYARD TOWNS A15.2 RENDERING BACKYARD TOWNS A15.3 RENDERING BACKYARD TOWNS A15.4 5-PLEX ELEVATIONS A15.5 5-PLEX RENDERED ELEVATION A15.6 5-PLEX FIRST FLOOR & SECOND FLOOR PLANS A15.7 5-PLEX THIRD FLOOR PLAN & ROOF PLAN A15.8 5-PLEX ROOF PLAN AND SOLAR ZONES A15.9 5-PLEX UNIT 1 FLOOR PLANS A15.10 5-PLEX UNIT 2 FLOOR PLANS A15.11 5-PLEX UNIT 3 FIRST & SECOND FLOOR PLANS A15.12 5-PLEX UNIT 3 THIRD FLOOR PLAN & OPTIONS A15.13 5-PLEX UNIT 4 FIRST & SECOND FLOOR PLANS A15.14 5-PLEX UNIT 4 THIRD FLOOR PLAN & OPTIONS A15.15 3-PLEX ELEVATIONS A15.16 3-PLEX RENDERED ELEVATIONS A15.17 3-PLEX FIRST FLOOR & SECOND FLOOR PLANS A15.18 3-PLEX THIRD FLOOR PLAN & ROOF PLAN A15.19 3-PLEX ROOF PLAN AND SOLAR ZONES A15.20 3-PLEX UNIT 1 FLOOR PLANS A15.21 3-PLEX UNIT 3 FIRST & SECOND FLOOR PLANS A15.22 3-PLEX UNIT 3 THIRD FLOOR PLAN & OPTIONS A15.23 3-PLEX UNIT 4 FIRST & SECOND FLOOR PLANS A15.24 3-PLEX UNIT 4 THIRD FLOOR PLAN & OPTIONS A15.25 5-PLEX SECTION PLAN A15.26 5-PLEX SECTIONS A15.27 3-PLEX EMERGENCY ESCAPE PATH AND BUILDING ANALYSIS A15.28 COLORS & MATERIALS VESTING TENTATIVE MAP Civil 0.1 COVER SHEET 0.2 INDEX SHEET 0.3 DETAIL SHEET 0.4 DETAIL SHEET TRACT 8360 (NH7, NH8) 1.0 EXISTING CONDITIONS 1.1 TENTATIVE MAP 1.2 GRADING AND DRAINAGE PLAN 1.3 UTILITY PLAN 1.4 STORM WATER MANAGEMENT PLAN 1.5 SECTIONS AND DETAILS TRACT 8361 (NH9), TRACT 8362 (NH16) 2.0 EXISTING CONDITIONS 2.1 TENTATIVE MAP 2.2 TENTATIVE MAP 2.3 GRADING AND DRAINAGE PLAN 2.4 UTILITY PLAN 2.5 STORM WATER MANAGEMENT PLAN 2.6 SECTIONS AND DETAILS TRACT 8367 (NH14, NH15) 6.0 EXISTING CONDITIONS 6.1 TENTATIVE MAP 6.2 GRADING AND DRAINAGE PLAN 6.3 UTILITY PLAN 6.4 STORM WATER MANAGEMENT PLAN 6.5 SECTIONS AND DETAILS Site Development Review Table of Contents A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 A P R I L 1 1, 2 0 1 7 C C C C C CCCCCCCCCC UP UP UP WING C WING B WING A341.6'F.F.E. 341.3'F.F.E. 341.5'F.F.E.CCCCCCCCC45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45° 45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45° 45° 90° 45°45° 45°45°45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45° 45° 90° 45°45° 45°45°45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45° 45° 90° 45°45° 45°45°45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45° 45° 90° 45°45° 45°45°45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45° 45° 90° 45°45° 45°45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45°45° 90° 45°45°45°45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45° 45° 90° 45°45° 45°45°45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45°45° 90° 45°45°45°45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45°45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45°45°45° 45°45° 45° 45° 90° 45°45°45°45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45°45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45°45°45°45° 45° 45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45° 45° 45° 45° 45° 90° 45°45°45°45° 45° 45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45° 45° 45° 45° 45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° 45°45° 90° 45°45° 45°45° 90° 45° 90° 45°45°45° 90° 45°45°45°45° ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACCCCCCCCCCCCCCCCCC CCCCCCCCCC C CCCCCCC CCCCCCCCC CDUBLIN BOULEVARDSCARLETT DRIVEARNOLD DRIVECANAL 2 RECCENTERPLAN 1A PLAN 1A PLAN 2A PLAN 3A PLAN 3A PLAN 2A PLAN 2A EV PLAN 2B EV PLAN 1B EV EV PLAN 1CEV PLAN 1CEV PLAN 1B EV EV PLAN 1CEV PLAN 2BEVPLAN 1A EV PLAN 2B EV PLAN 1C EVPLAN 2BEVPLAN 1A EV PLAN 1B EV EV PLAN 2BEV PLAN 1AEVPLAN 1CEV PLAN 1BEV EV PLAN 2BEV PLAN 1AEV PLAN 1BEV PLAN 3C EV PLAN 3A EV PLAN 2C EV PLAN 3B EV PLAN 2AEV PLAN 3AEV PLAN 3C EV PLAN 2AEV PLAN 2CEVPLAN 3BEV PLAN 2A EV PLAN 3AEVPLAN 2AEV PLAN 3C EV PLAN 2CEVPLAN 3AEV PLAN 3A EV PLAN 3CEV PLAN 3BEV PLAN 2AEV PLAN 3AEV PLAN 2CEV PLAN 3CEVPLAN 2CEVPLAN 3AEVPLAN 2AEVPLAN 3BEV EVPLAN 1APLAN 3BEV APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIALEGENDNEIGHBORHOOD 7 & 8 (Phase 2)NEIGHBORHOOD 9 (Phase 2) & 16 (Phase 3)NEIGHBORHOOD 10 (Phase 2)NEIGHBORHOOD 11, 12 (Phase 2) & 18 (Phase 3)NEIGHBORHOOD 13 (Phase 2)NEIGHBORHOOD 14 & 15 (Phase 3)NEIGHBORHOOD 17 (Phase 3)PHASE 2 NEIGHBORHOOD NUMBERPHASE 3 NEIGHBORHOOD NUMBERC0.1.1OVERALLAERIAL PHOTO PLAN0200400FEET600PHASES 2-3 C C C C C C C UP UP UP WING C WING B WING A341.6'F.F.E. 341.3'F.F.E. 341.5'F.F.E. EV EVEV EV EV EVEV EV EVEVEV EV EV EV EVEV EV EV EVEVEV EV EVEVEV EVEVEV EV EV EV EV EV EVEVEV EV EVEV EV EVEV EV EV EV EV EV EVEVEVEVEV EV EVCCCCCCCCCC CCCCCCCCCCC C CCCCCCC CCCCCCCCC CDUBLIN BOULEVARDSCARLETT DRIVEARNOLD DRIVECANAL 2 RECCENTERAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIALEGENDNEIGHBORHOOD 7 & 8NEIGHBORHOOD 9NEIGHBORHOOD 10NEIGHBORHOOD 11 &12NEIGHBORHOOD 13C0.1.2AERIAL PHOTO PLAN0200400FEET600PHASE 2 C C C C C CCCCCCCCCC UP UPUP WING CWING BWING A341.6'F.F.E.341.3'F.F.E.341.5'F.F.E.CCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 ACACACACACACACACAC ACACACACACACACACACACACACACACACACACACACACACACACACACACACACEV EVEVEVEVEVEV EVEVEVEVEV EV EV EVEV EV EVEVEVEVEVEVEVEV EV EVEV EV EV EV EV EVEVEV EV EV EVEV EVEVEV EV EV EV EV EVEVEVEVEVEV EVEVCCCCCCCCCCCCCCCCC CCCCCCCCCC C CCCCCCC CCCCCCCC CCDUBLIN BOULEVARDARNOLD DRIVECANAL 2 RECCENTERHORIZON PARKWAYSTERLING STREET IRON HORSE PARKWAY GALENA STREETCENTRAL PARKWAYNUGGET WAYEL DORADO LANECOLUMBUS STREET C0.2OVERALLNEIGHBORHOOD PLAN0100200FEET300PHASES 2-3PHASES 2-3 UNIT SUMMARY7 & 89 & 161011, 12, & 181314 & 1517Phase 2 Neighborhood NumberPhase 3 Neighborhood NumberNeighborhood LineNEIGHBORHOOD ## OF UNITS PHASE 2TOTALN7: 110 units N8:114 unitsN9: 48 unitsN10: 102 unitsN11: 40 units N12: 49 unitsN13: 45 units224 units96 units102 units129 units45 units158 units37 units# OF UNITS PHASE 3N16: 48 unitsN18: 40 unitsN14: 102 N15: 56N17: 37 unitsTOTAL PHASE 2 & 3: 791 UNITSAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALL BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.1 0’10’20’40’ ENTRY AT IRON HORSE Street Tree Platanus acerifolia London Plane Tree Entry Wall with VeneerIRON HORSE PARKWAYGranite Seat Turtles in Ornamental Grasses Accent Paving Pedestrian Crossing 8’ Sidewalk Street Tree Quercus virginiana Southern Live Oak Visibility Triangle DUBLIN BOULEVARD 3’ Low Accent Wall with Veneer Accent Paving ELEVATION Tall Metal Panel PSE PSE BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.2 0’10’20’40’ ENTRY AT CENTRAL PARKWAY Street Tree Celtis sinensis Chinese Hackberry Entry Wall with Veneer Granite Seat Turtles in Ornamental Grasses Accent Paving Pedestrian Crossing CENTRAL PARKWAY Accent PavingARNOLD ROADELEVATION Decorative Railing at Culvert Median Tree Platanus acerifolia London Plane Tree Entry Wall with Veneer Granite Seat Turtles in Ornamental Grasses Decorative Railing at Culvert BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.3 0’10’20’40’ OVERALL WALL AND FENCING PLAN 3’ Low Stucco Wall with Column 3’ Low Veneer Wall Low Theme Wall 6’ Theme Wall 6’ Horizontal Wood Fence 5’ Park Fence BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL 5’ PARK FENCE Location: Neighborhood 13 Park Interface Horizontal Wood Gate 5’-0” Vines Cable Rail Trellis 3’-0” Property Line Stucco Color: Kelly Moore Land Rush Bone to match Architecture L0.4 0’10’20’40’ WALL AND FENCING DETAILS 42” HT LOW THEME WALL Location: Horizon Parkway Frontage 42” 16’-0” Board Form Concrete Column Modular Metal Fence Panel 6’HT THEME WALL Location: Horizon Parkway Frontage Board Form Concrete Column Modular Metal Fence Panel 6’HT GOOD NEIGHBOR FENCE Location: Neighborhoods 11,12,18,13,17 where Wood Fencing Faces the Street Cap 3’ HT LOW VENEER WALL Location: Central Parkway, Sterling Street, Dublin Blvd and Iron Horse Parkway Frontage 3’-0”3’-4” Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A 3’ HT LOW WALL WITH COLUMN Location: Neighborhood 17 Front Yards Stone Veneer: Based on Plan Type to match Architecture 3’-0”3’-4” Cap Stucco Color: ZINC DUST KM4903 KELLY MOORE BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.5 0’15’30’60’ GREENBELT NEIGHBORHOOD 10&REC CENTER REC CENTER NH10 PHASE 1A PHASE 1A NH10 Seating Accent Paving and Seating at Entry Node Seating MATCHLINESEE BELOWShade Trees Sidewalk Accent Paving at Pedestrian Connections Twin 96” Pipe Lines, SCD MATCHLINESEE ABOVEDG Paved Trail Activity Zone with Seating and Play Elements Twin 96” Pipe Lines, SCD Bio-RetentionLow Berm Espaliered Hops Way-Finding Element Bio-Retention Low Berm Shade Trees Accent Paving at Pedestrian Connections BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.6 0’15’30’60’ GREENBELT NEIGHBORHOOD 7&8,14&15MATCHLINESEE BELOWMATCHLINESEE ABOVENH 14&15 NH 14&15 NH 8 NH 8 Shade Trees Accent Paving at Pedestrian Connections Twin 96” Pipe Lines, SCD DG Paved Trail Accent Paving where Paseos Meet Trail Twin 96” Pipe Lines, SCD Seating Accent Paving at Pedestrian Connections DG Paved Trail Activity Zone with Seating and Play Elements Activity Zone with Seating and Play Elements Bio-Retention Low Berm To The Track Pocket Park Activity Zone with Seating and Play Elements Bio-Retention BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.7 STREET SECTIONS SECTION A CENTRAL PARKWAY NTS B A SECTION B IRON HORSE PARKWAY NTS Trail BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.8 STREET SECTIONS C SECTION C DUBLIN BOULEVARD NTS SECTION D STERLING STREET NTS D BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL L0.9 SITE ACCESSORIES Accent Lighting in Parks and Common Areas Hess City Elements Bega LED Bollard Private Street Signage Backbone and Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE NH8 NH7 OVERALL L1.1 0’250’400’1000’ SITE PLAN NEIGHBORHOOD 7&8 CCCCCCCCCCARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT ECOURT C STREET AC A N A L 2 COURT ASTREET C IRON HORSE PARKWAY T R A I L T R A I LHEADWALL NEIGHBORHOOD 8NEIGHBORHOOD 7SEE SHEET C.1.3 FORSECTION DETAILSNEIGHBORHOOD 8NEIGHBORHOOD 7EVAABCDJ I F DGHE CCCK MCcC D GGL (PHASE 2)(PHASE 2)(PHASE 2)(PHASE 2)APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.1SITE PLANNEIGHBORHOOD 7 & 8 (PHASE 2) SITE SUMMARYTOTAL ACRES:10.89 ± ACNH 7 UNIT COUNT:110 STACKED FLAT UNITSNH 8 UNIT COUNT:114 STACKED FLAT UNITSTOTAL UNITS:224 UNITSDENSITY:20.5 du/AC APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.2LAND USE SUMMARY NTSSECTION A-AC/L50' PUE, PAE, DSRSD, EVAE42'4'S/W8'PARKING13'TRAVEL WAY4'S/W8'PARKING13'TRAVEL WAYVERTICALCURBCURB &GUTTERSECTION B-B13'TRAVEL WAY7'PARALLELPARKNG4'S/W4'S/WC/L33'VERTICAL CURBCURB &GUTTER13'TRAVEL WAY41' PUE, PAE, DSRSD, EVAESECTION C-CC/L23' PUE, PAE, DSRSD, EVAE0.5'0.5'11'11'3'PUE3'PUE3.5'FLUSH CURBGARAGE FLR.GARAGE FLR.3.5'ROLLED CURBC/LSECTION D-D27' PUE, PAE, DSRSD, EVAE0.5'3'PUEGARAGE FLR.3.5'3'PUE3.5'GARAGE FLR.13'13'0.5'ROLLED CURBFLUSH CURB26'SECTION E-EVERTICAL CURBCURB &GUTTERC/LDISTANCE VARIES (22'-26')TRAVEL WAY4'D/WFCFCFCFC22'FCFCFCFCFCFC0.5'DISTANCE VARIES(22'-26')PUE, PAE, DSRSD, EVAESTREET FSTREET DNTSSTREET B, STREET E, COURT A, COURT DNTSSTREET B, STREET CNTSNTSPRIVATE ALLEY6'P/LPUE6'P/LPUE6'PUEP/L6'P/LPUEP/LP/LP/LP/LP/LP/LSECTION F-FC/LDISTANCE VARIES (22'-26')TRAVEL WAY4'S/W4'S/WC/LDISTANCE VARIES (47.5'-50.5') PUE, PAE, DSRSD, EVAEPERPENDICULAR PARKING(DIST. VAR. 15'-18)24-26' TRAVEL WAY12-13'12-13'4'MINS/W3'PUE3.5'GARAGE FLR.0.5'SECTION G-GC/L38.5' PUE, PAE, DSRSD, EVAE8'PARKING26' TRAVEL WAY13'13'4'S/W3'PSE3.5'GARAGE FLR.0.5'SECTION H-HCURB & GUTTERVERTICALCURBFLUSH CURBFLUSH CURBCURB &GUTTERCURB &GUTTERFCFCDISTANCE VARIES(30'-34')PUE, PAE, DSRSD, EVAEFCFCFCFCNTSSTREET A ENTRYNTSSTREET B, STREET C, COURT C, COURT BNTSSTREET B5' PUESECTION J-JCURB &GUTTERC/L26'4'F/CF/C0.5'34' PUE, PAE, DSRSD, EVAEP/L0.5'P/L6" VERTICALCURBNTSPRIVATE ALLEY13'13'SECTION I-IAC C/L22'4'S/W4'S/WF/CF/C30' PUE, PAE, DSRSD, EVAECURB &GUTTERDISTANCEVARIES(3'± MIN.)DISTANCEVARIES(3'± MIN.)0.5'B/C0.5'B/CP/LP/L6" VERTICALCURBNTSPRIVATE ALLEY11'11'SECTION K-KNTSSTREET AC/L26'4'S/WF/CF/C0.5'34' PUE, PAE, DSRSD, EVAEP/LP/L0.5'B/C13'13'ROLLEDCURB6"VERTICALCURBPUEP/LP/L6' PUE6' PUEP/LP/LP/LP/LSECTION L-LNTSCANAL 2EX.TOP OF BANK78'EX.TOP OF BANK50'±(EXISTING CANAL 2)13' MIN.VARIES12' TRAIL1'MIN12' TRAIL11'+LANDSCAPE(PROPOSED)EXISTGROUNDFLOWLINEEX GROUNDPROPOSEDGROUND10'±LANDSCAPEALAMEDA COUNTY ZONE 7 PARCEL3:1 SLOPE3:1 SLOPEWETLANDBENCHZONE 7 ACCESSEASEMENTZONE 7 ACCESSBUILDING FACE BUILDING FACEPROPOSEDTOP OF BANK NEIGHBORHOODS 7/8NEIGHBORHOODS 14/15P/LP/L12' TRAIL ANDLANDSCAPE AREAHOA MAINTAINED12' TRAIL ANDLANDSCAPE AREAHOA MAINTAINEDHOA PARCELHOA PARCELRIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNELPARCEL AND WITHIN THE BUFFER AREAS SHALL BESUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BEDETAILED ON LANDSCAPE PLANS BY GATESASSOCIATES/CARDNO)20' ZONE 7 ACCESS EASEMENT(RIPARIANPLANTING)**EX.TOP OF BANK78'EX.TOP OF BANK50'±(EXISTING CANAL 2)13' MIN.VARIES12' TRAIL1'MIN12' TRAIL8'+LANDSCAPE(PROPOSED)EXISTGROUNDFLOWLINEEX GROUNDPROPOSEDGROUND16'±LANDSCAPEALAMEDA COUNTY ZONE 7 PARCEL3:1 SLOPE3:1 SLOPEWETLANDBENCHZONE 7 ACCESSEASEMENTZONE 7 ACCESSBUILDING CORNER BUILDING FACE PROPOSED TOP OF BANK NEIGHBORHOODS 7/8NEIGHBORHOODS 14/1512' TRAIL ANDLANDSCAPE AREAHOA MAINTAINEDP/LP/LHOA PARCELHOA PARCEL12' TRAIL ANDLANDSCAPE AREAHOA MAINTAINEDRIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNELPARCEL AND WITHIN THE BUFFER AREAS SHALL BESUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BEDETAILED ON LANDSCAPE PLANS BY GATESASSOCIATES/CARDNO)20' ZONE 7 ACCESS EASEMENT(RIPARIANPLANTING)**SECTION M-MNTSCANAL 2APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.3STREET SECTIONSNOTE: SEE SHEET C.1.1 FOR CROSSSECTION LINESALL INTRACT STREETS/ALLEYS TO BE PRIVATE 5600ARNOLD ROADCCCCCCC C CC5500 550054005600 5400 ARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT EC O U R T C STREET AC A N A L 2 COURT ASTREET C IRON HORSE PARKWAY T R A I L T R A I L APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.4ADDRESS PLAN050100FEET150 CCCCCCCCCCARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT ECO U R T C STREET AC A N A L 2 COURT ASTREET C IRON HORSE PARKWAY T R A I L T R A I LHEADWALL.*ACCESSIBLE PATH IS PROPOSED.SEE LANDSCAPE PLANS FORPARK DETAILSAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.5PARKING PLAN050100FEET150LEGEND ON-STREET GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP IN-DRIVE GUEST PARKING SPACENEIGHBORHOOD 7/8 PARKING SUMMARY-224 UnitsREQUIRED PARKING:1.5 COVERED/UNCOVERED SPACES- 15% GUEST PARKING:387 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES:TANDEM GARAGE (1 SPACE COUNTED)1122 CAR GARAGE224RESIDENTIAL ON-SITE GUEST PARKING SPACES:80 (23.8% GUEST PARKING)TOTAL PARKING SPACES:416 SPACESACCESSIBLE SPACES (5% OF ONSITE GUEST SPACES):4 (1 VAN ACCESSIBLE)COMPACT PARKING SPACES:7(10%)EV GUEST PARKING SPACES(3% OF ON-SITE GUEST SPACES REQUIRED): 4 (2 ACCESSIBLE)NOTE:ELECTRIC VEHICLE CHARGING STATION SERVICES 2 PARKING SPACES, WITH ONE OFTHOSE STALLS BEING ACCESSIBLE. PROPOSED EV CHARGING STATION* VAN ACCESSIBLE STALL LOCATION CCCCCCCCCCARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT EC O U R T C STREET AC A N A L 2 COURT ASTREET C IRON HORSE PARKWAY T R A I L T R A I LHEADWALL.APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.6PLAN050100FEET150TRASH PICKUPNOTE: ALL STREETS ARE PRIVATE.TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVES.LEGENDTRASH SERVICES ROUTETRASH BIN PICKUP LOCATION FOR NEIGHBORHOOD 7 & 8 CCCCCCCCCC ARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT EC O U R T C STREET AC A N A L 2 COURT ASTREET C IRON HORSE PARKWAY MT R A I L T R A I LPROVIDE GANGMAILBOXES FORNEIGHBORHOOD 8.MPROVIDE GANGMAILBOXES FORNEIGHBORHOOD 7.APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.7PLAN050100FEET150MAILBOX LOCATIONLEGENDPRELIMINARY MAILBOX LOCATIONS(FINAL LOCATIONS SUBJECT TOUSPS APPROVAL)M CCCCCCCCCCARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT EC O U R T C STREET AC A N A L 2FH FHFHFHFHFHFHFHFHCOURT ASTREET C IRON HORSE PARKWAYFHFH FHFHFHT R A I L T R A I LFIRE ACCESS OFF DUBLINBOULEVARD.FIRE ACCESS OFFARNOLD ROAD.FIRE ACCESS OFF DUBLINBOULEVARD.FHMEETS ACFD STANDARDHAMMERHEAD TURNAROUND.MEETS ACFD STANDARDHAMMERHEAD TURNAROUND.EVAAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.8FIRE ACCESS PLAN050100FEET150PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTELADDER ACCESS TO BUILDING OVER 30'NOTE:1.NEIGHBORHOOD 7 & 8 PRODUCT IS A 4-STORYPRODUCT.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUMWIDTH OF 26'.FHFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS CCCCCCCCCCARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT EC O U R T C STREET AC A N A L 2 COURT ASTREET C IRON HORSE PARKWAY 360'250'360' T R A I L T R A I LHEADWALL.APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.9PLAN050100FEET150SIGHT DISTANCE CCCCCCCCCC IRON HORSE PARKWAY ARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BCOURT B STREET ESTREET ESTREET FSTREET DSTREET BCOURT DCOURT EC O U R T C STREET AC A N A L 2 COURT ASTREET C T R A I L T R A I LHEADWALL.************CROSSWALKS (TYP.) ARECONCEPTUAL AND WILLBE FINALIZED IN DESIGNACCESSIBLE PATH IS PROPOSED.SEE LANDSCAPE PLANS FORPARK DETAILS***********APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.10PLAN050100FEET150ACCESSIBILITYLEGEND:ACCESSIBLE PARKING SPACESACCESSIBLE UNITS(23 ACCESSIBLE UNITS REQUIRED)ACCESSIBLE PATH TO/FROMACCESSIBLE STALL AND PUBLIC R.O.W.TO ACCESSIBLE UNIT*DOUBLE DISABLED PARKING STALLSPARKINGNO STREET ECOURT BSTREET DARNOLD ROADDUBLIN BOULEVARDSTREET A S T R E E T A STREET CSTREET BSTREET BSTREET ESTREET FSTREET BCOURT D C O U R T C COURT E COURT AC A N A L 2 STREET AIRON HORSE PARKWAY STREET C T R A I L T R A I LHEADWALL(HOA MAINTAINED)CCCCCCCCC C APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLBROADWAY & SKYLINENEIGHBORHOODS 7&8050100FEET150C.1.11RESPONSIBILITY PLANMAINTENANCELEGENDOPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)COURTS & PRIVATE DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDPUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)CANAL 2 - ZONE 7 MAINTAINED BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE Quercus virginiana Southern Live Oak Platanus acerifolia London Plane Tree Carpinus betulus ‘Fastigiata’ European Hornbeam LEGEND DUBLIN BOULEVARD ARNOLD ROADIRON HORSE PARKWAYCANALOVERALL L1.2 0’50’100’200’ STREET TREE PLAN NEIGHBORHOOD 7&8 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 7&83’ Low Veneer Wall Note: 1. All Walls and Fences to be located outside of the PSE 2. The height of walls, gates, signs, monuments, pilasters and any other architectural and landscape features shall be kept below 30” inside the intersection visibility zone. These zones shall be detemined by the city traffic engineer LEGEND DUBLIN BOULEVARD ARNOLD ROADIRON HORSE PARKWAYCANAL BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE 3’ HT LOW VENEER WALL 3’-4” 3’-0” Stucco Color: ZINC DUST KM4903 KELLY MOORECap Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A OVERALL L1.4 WALLS AND FENCING NEIGHBORHOOD 7&8 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.5 0’8’16’32’ TYPICALS NEIGHBORHOOD 7Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metalic PSE (Public Service Easement) 3’ Ht Low Veneer Wall Accent Shrubs at Unit Entry Street Trees Accent Shrubs and Small Tree at Garage Sidewalk Evergreen Shrub at Building Columnar Tree PSE (Public Service Easement) 3’ Ht Low Veneer WallWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCO BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.6 0’5’10’20’ TYPICAL PASEO NEIGHBORHOOD 7 Accent Trees Sidewalk Accent Paving from Public Street Seat Wall with CapARNOLD ROADStreet Tree BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.7 0’15’30’60’ PARK-THE LAWN NEIGHBORHOOD 7 Stepped Artificial Lawn Amphitheature Pedestrian Access Palms Boulevard Accent Paving Pocket Park Entry Monumentation Accent Lighting Pedestrian Access Yoga Lawn Screen Trees Columnar Trees BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.8 0’8’16’32’ THE GALLERY NEIGHBORHOOD 8 Sidewalk Boulevard Accent Paving Park Entry Monumentation Street Tree ARNOLD ROADTrees in Tree Grates CANALAC Access Road Public Art Seating PSE (Public Service Easement) Prop Boundary BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.9 0’8’16’32’ THE TOWN SQUARE NEIGHBORHOOD 7 Boulevard Accent Paving ARNOLD ROADDUBLIN BOULEVARD Soma Stones Raised Fountain with BLVD Letters Seating Stairs to Elevated Sitting Area Elevated Sitting Area with Trellis Accent Planting Sidewalk Focal Wall BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.10 0’8’16’32’ THE LIBRARY NEIGHBORHOOD 7 Sidewalk Boulevard Accent Paving with Accent Tiles Park Entry Monumentation/ Book Lending Station Large Shade TreeCANALAC Access Road Concrete seat wall Double-Sided Wood bench BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.11 0’8’16’32’ TYPICAL NEIGHBORHOOD 8 Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metalic Accent Shrubs at Unit Entry Accent Shrubs at Garage SidewalkEvergreen Shrub at Building Columnar Tree Street Tree WaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOWaterSewerCOAccent Tree BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.12 0’8’16’32’ THE RETREAT NEIGHBORHOOD 8 Accent Stools Boulevard Accent Paving Seat Wall Accent Wall Accent Concrete Lounge Chairs Trellis Wood Yoga Deck Concrete Pavers in Gravel Accent TreeCANAL 2Zone 7 AC Access Road BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.13 0’8’16’32’ TYPICAL PASEO NEIGHBORHOOD 8MATCHLINE - SEE BELOW LEFTMATCHLINE - SEE ABOVE RIGHTPSE (Public Service Easement) Accent Paving Columnar Tree IRON HORSE PARKWAYSeat Wall Accent Paving Accent Tree Seat Wall Seat Pad BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE OVERALL L1.14 0’8’16’32’ PARK - THE TRACK NEIGHBORHOOD 8 Park Entry Monumentation AC Access Road Artificial Turf CANALTwin 96” Pipe Lines, SCD DG Paving Accent Lighting Bike Fix-It Shop Concrete Path Seating Area DG Bike Path Seating with Shade AC Trike Track BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California BROADWAY & SKYLINE EVA Access PavementCANAL Shade Trees in Tree Grates Seating ElementsZONE 7 AC Access RoadOVERALL L1.15 0’8’16’32’ EVA ACCESS PLAZA NEIGHBORHOOD 8 P1 P2 P2 P1 P1 P2 P2 P1 P1 P2 P2 P1 P5 P6 P6 P5 P6- ALT ALT P5- ALT P6 P5 P1- ALT P2- ALT P2 P1 P2 P1 P2 P1 P3-ALT P4-ALT P1- ALT P2- ALT P2 P1 P4 P3 P2- ALT P3 P4 P1- ALT ±4,150SF GATEWAY PLAZA EVA C C C C C C C PARCEL L PARCEL K PARCEL C ARNOLD ROADN8 SEE A1.8.10 SKYLINE-SITE KEY MAP DUBLIN BLVD. Xref O:\Oakland\2016\160052 Boulevard N 7 and 8\Design\N7\xref \ X 1 6 0 0 5 2 _ D 1 D 2 _ L 1 - A L T 1 . d w g N7- BROADWAY - SITE KEY MAP N7 - SITE KEY MAP 0 25 50 100 200 FEET Bldg 13 / 10-Plex_B Bldg 14 / 4-Plex Elevations_see A1.7.20, A1.7.21 & A1.7.22 Elevations_see A1.7.60, A1.7.61 & A1.7.62 Bldg 6 / 8-PLEX_A Bldg 5 / 8-PLEX_A Elevations_see A1.7.30, A1.7.31 & A1.7.32 Elevations_see A1.7.30, A1.7.31 & A1.7.32 Bldg 10 / 10-Plex_B Bldg 1 / 8-Plex_B Bldg 2 / 8-Plex_B_Alt Bldg 3 / 10-Plex_A_Alt Bldg 11 / 8-Plex_B Bldg 4 / 10-PLEX_A Elevations_see A1.7.50, A1.7.51 & A1.7.52 Bldg 12 / 8-PLEX_B Elevations_see A1.7.40, A1.7.41 & A1.7.42 Bldg 8 / 4-PLEX Elevations_see A1.7.20, A1.7.21 & A1.7.22 Bldg 7 / 10-PLEX_A Elevations_see A1.7.50, A1.7.51 & A1.7.52 Bldg 9 / 4-PLEX Elevations_see A1.7.20, A1.7.21 & A1.7.22 Elevations_see A1.7.40, A1.7.41 & A1.7.42 Elevations_see A1.7.40, A1.7.41 & A1.7.42 Elevations_see A1.7.43, A1.7.44 & A1.7.45 Elevations_see A1.7.53, A1.7.54 & A1.7.55 Elevations_see A1.7.60, A1.7.61 & A1.7.62 A1.7.10 NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BLDG. 10-plex _B G A0.03 H A0.03 FIRE WALL PER CBC SECTION 706. BLDG. 10-plex _A & 10-plex_A_Alt E A0.03 F A0.03 FIRE WALL PER CBC SECTION 706. BLDG. 8-plex _B & 8-plex_B_Alt C A0.03 D A0.03 FIRE WALL PER CBC SECTION 706. BLDG. 8-plex _A A A0.03 B A0.03 FIRE WALL PER CBC SECTION 706. BLDG. 4-plex J A0.03 K A0.03 FIRE WALL PER CBC SECTION 706. NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 CODE ANALYSIS N7-CODE ANALYSIS A1.7.11 4 STORY R-3 - TYPE VB REFERENCE: 2016 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS, TITLE 24 PART 1 OF 2 R-3: BUILDINGS THAT DO NOT CONTAIN MORE THAN TWO DWELLING UNITS U: PRIVATE GARAGES USE & OCCUPANCY (CBC SECTION 310.5 & 312.1) R-3 DETERMINATION AND SEPARATION OF BUILDINGS (CBC TABLE 706.4) CBC SECTION 310.5 DEFINES AN R-3 OCCUPANCY AS ANY BUILDING THAT DOES NOT CONTAIN MORE THAN TWO DWELLING UNITS. THE PROPOSED DESIGN UTILIZES 2-HOUR FIRE WALLS EVERY TWO UNITS. PER CBC SECTION 706.1, EACH PORTION OF A BUILDING SEPARATED BY ONE OR MORE FIRE WALLS SHALL BE CONSIDERED A SEPARATE BUILDING. AS SUCH, THE UNITS QUALIFY AS AN R-3 OCCUPANCY. THAT SAID, THE BUILDINGS ARE NOT GOVERNED BY THE CRC, AS CRC SECTION 1.1.3 SAYS THAT THE CRC SHALL APPLY TO "...DETACHED ONE-AND-TWO-FAMILY DWELLINGS..." AND THE UNITS PROPOSED ARE ATTACHED, ALTHOUGH STRUCTURALLY INDEPENDENT, AS REQUIRED BY CBC SECTION 706.2. THE 2-HOUR FIRE WALLS COMPLY WITH CBC SECTION 706.5, EXCEPTION 3 FOR HORIZONTAL CONTINUITY. WHERE NO PROJECTIONS EXIST ABOVE, THE WALLS TERMINATE AT THE INTERIOR SURFACE OF NON-COMBUSTIBLE EXTERIOR SHEATHING. WHERE CONDITIONED FLOOR PROJECTIONS EXIST ABOVE, THE FIRE WALLS EXTEND TO THE FACE OF THE FLOOR PROJECTION ABOVE. THE 2-HOUR FIRE WALLS COMPLY WITH CBC SECTION 706.6, EXCEPTION 4 FOR VERTICAL CONTINUITY. THE FIRE WALLS TERMINATE AT THE UNDERSIDE OF FIRE-RETARDANT ROOF SHEATHING THAT EXTENDS FOR A DISTANCE OF 4'-0" ON EITHER SIDE OF THE WALL, WITH NO OPENINGS IN THE ROOF AT THAT LOCATION AND A MINIMUM CLASS "B" ROOF COVERING. ALLOWABLE AREA (CBC TABLE 503 & SECTION 406.3.2) TYPE V-B: 60 FEET MAXIMUM (40 FEET MAXIMUM BASE ALLOWABLE + 20 FEET SPRINKLER INCREASE) ACTUAL HEIGHT < 50 FEET - SEE ELEVATIONS R-3: 4 STORIES (3 STORIES BASE ALLOWABLE + 1 STORY SPRINKLER INCREASE FOR NFPA 13R) U: 2 STORIES (1 STORIES BASE ALLOWABLE + 1 STORY SPRINKLER INCREASE) ALLOWABLE HEIGHT (CBC TABLE 503 & SECTION 504.2) ALLOWABLE STORIES: (CBC TABLE 503 & SEC. 504.2) R-3: UNLIMITED U: 3,000 SF (MORE THAN ONE 3,000 SF GROUP U ALLOWED WHERE SEPARATED BY FIRE WALLS) THE BUILDING IS CONDO MAPPED WITH NO REAL PROPERTY LINES BETWEEN DWELLING UNITS. WITH THE BUILDINGS BEING ATTACHED, AND THE COMPOSITE BUILDINGS BEING MORE THAN 4 UNITS, CBC CHAPTER 11A APPLIES. ALL UNITS ARE MULTI-STORY DWELLING UNITS, THUS PER CBC SECTION 1102A.3, 10% OF THE TOTAL DWELLING UNITS ON SITE SHALL COMPLY WITH CBC SECTION 1102A.3. APPLICATION: BUILDING ACCESSIBILITY EXITING (CBC TABLE 1006.3.2(1) & 1030.1) 125 FEET MAXIMUM EXIT TRAVEL DISTANCE FOR A SINGLE EXIT IN 4-STORY R-3 DWELLING UNIT. EMERGENCY ESCAPE AND RESCUE OPENINGS (EGRESS WINDOWS) ARE REQUIRED IN ALL SLEEPING ROOMS BELOW THE FOURTH STORY. THIS BUILDING TYPE CONSISTS OF 2-HOUR RATED FIRE WALLS LOCATED VERTICALLY EVERY TWO DWELLING UNITS. THIS CREATES SEPARATE R-3 BUILDINGS WITH NO MORE THAN TWO DWELLING UNITS PER CBC. SEPARATION OF DWELLING UNITS WITHIN SAME BLDG (CBC SECTIONS 420.2 & 420.3) WITHIN THE 2-HOUR FIRE WALLS, ADJACENT DWELLING UNITS TO BE SEPARATED FROM EACH OTHER BY 1-HR FIRE PARTITION, PER CBC SECTIONS 420.2 & 708. FLOOR ASSEMBLIES SEPARATING DWELLING UNITS TO COMPLY WITH CBC SECTION 420.3 & 711, 1-HR HORIZONTAL ASSEMBLY PROVIDED. FIRE SUPRESSION SYSTEMS FIRE SPRINKLER: NFPA 13R ROOF ACCESS (CBC SECTION 1011.12) STAIRWAY TO THE ROOF NOT REQUIRED ON 4-STORY BUILDINGS WITH ROOF SLOPES > 4:12 RATED EXTERIOR WALLS (CBC TABLE 602) FOOTNOTE "h" TAKEN, NON-RATED EXTERIOR WALL WITH FIRE SEPARATION DISTANCE > 3 FEET FOR R-3 AND U ACCESSORY OCCUPANCIES. ALLOWABLE OPENINGS (CBC TABLE 705.8) FOOTNOTE "f" TAKEN, UNLIMITED OPENINGS WTH FIRE SEPARATION DISTANCE > 5 FEET FOR R-3 OCCUPANCY. TYPE VB (NON-RATED)CONSTRUCTION TYPE (CBC SECTION 602.5 & TABLE 503) CBC TABLE 504.4 PERMITS R-3 OCCUPANCY TO BE UP TO 4 STORIES TALL WHEN PROTECTED BY A 13R FIRE SPRINKLER SYSTEM FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 CODE ANALYSIS N7-CODE ANALYSIS FIRE WALL LOCATIONS 8-PLEX 'A' ELEVATIONS: A ELEVATION FIRE WALL LOCATIONS 4-PLEX ELEVATIONS: J ELEVATION K ELEVATIONB ELEVATION FIRE WALL LOCATIONS 8-PLEX 'B' ELEVATIONS: C ELEVATION D ELEVATION FIRE WALL LOCATIONS 10-PLEX 'A' ELEVATIONS: FIRE WALL LOCATIONS 10-PLEX 'B' ELEVATIONS: E ELEVATION F ELEVATION G ELEVATION H ELEVATION A1.7.12 ±4,150SF GATEWAY PLAZA EVA C C C C C C C PARCEL L PARCEL K PARCEL C ARNOLD ROADN8 SEE A1.8.10 SKYLINE-SITE KEY MAP DUBLIN BLVD. 4 1/8 12 4 1/8 12 4 1/8 12 4 1/8 12 N7- BROADWAY - SOLAR READY ZONE PLAN N7 - SOLAR ZONE PLAN 0 25 50 100 200 FEET Bldg 13 / 10-Plex_B Bldg 14 / 4-Plex Bldg 6 / 8-PLEX_A Bldg 5 / 8-PLEX_A Bldg 10 / 10-Plex_B Bldg 1 / 8-Plex_B Bldg 2 / 8-Plex_B_Alt Bldg 3 / 10-Plex_A_Alt Bldg 11 / 8-Plex_B Bldg 4 / 10-PLEX_A Bldg 12 / 8-PLEX_B Bldg 8 / 4-PLEX Bldg 7 / 10-PLEX_A Bldg 9 / 4-PLEX A1.7.13 SOLAR READY ROOF REQUIREMENTS: FOR LOW RISE MULTIFAMILY BUILDINGS, THE SOLAR ZONE SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE BUILDING OR ON THE ROOF OR OVERHANG OF ANOTHER STRUCTURE LOCATED WITHIN 250' OF THE BUILDING AND HAVE A TOTAL AREA OF NO LESS THAN 15% OF THE TOTAL ROOF AREA OF THE BUILDING (2016 ENERGY CODE SECTION 110.10B) ORIENTATION: ALL SECTIONS OF THE SOLAR ZONE LOCATED ON STEEP-SLOPED ROOFS SHALL BE ORIENTED BETWEEN 110 DEGREES AND 270 DEGREES OF TRUE NORTH N 110 270 4 PLEX / BLDG. # 16, 17, 18, TOTAL ROOF AREA: 3,388 S.F SOLAR READY ZONE: 518 S.F. % OF TOTAL: 15 % SOLAR READY ZONE 8 PLEX_A / BLDG. # 5, 6 TOTAL ROOF AREA: 6,724 S.F SOLAR READY ZONE: 1,120 S.F. % OF TOTAL: 17 % 8 PLEX _B / BLDG. # 1, 11, 12 TOTAL ROOF AREA: 5,365 S.F SOLAR READY ZONE: 879 S.F. % OF TOTAL: 16 % 8 PLEX_B-ALT / BLDG. # 2 TOTAL ROOF AREA: 6,144 S.F SOLAR READY ZONE: 1,053 S.F. % OF TOTAL: 17 % 10 PLEX_A / BLDG. # 4, 7 TOTAL ROOF AREA: 7,997 S.F SOLAR READY ZONE: 1,253 S.F. % OF TOTAL: 16 % 10 PLEX_A-ALT / BLDG. # 3 TOTAL ROOF AREA: 8,632 S.F SOLAR READY ZONE: 1,318 S.F. % OF TOTAL: 15 % 10 PLEX_B / BLDG. # 10, 13 TOTAL ROOF AREA: 7,625 S.F SOLAR READY ZONE: 1,155 S.F. % OF TOTAL: 15 % SOLAR READY ZONE SOLAR READY ZONE SOLAR READY ZONE SOLAR READY ZONE POTENTIAL SOLAR READY ZONE TYP. SECTION AA POTENTIAL SOLAR READY ZONE TYP. SECTION BB A A A A A A A A A A B B B B occurs Bldg. 2,4,5,6,7,10,13,16,17,&18 occurs Bldg. 1,3,8,6,9,11,12,14 & 15 NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 49'-3"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 4 PLEX - EXTERIOR ELEVATIONS N7 - 4 PLEX 1 71 A1.7.20 2 8 9 FRONT/LEFT PERSPECTIVE LEFT 211 Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 49'-1"T.O.Parapet Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"Level 4 9'-1"49'-3"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 4 PLEX - EXTERIOR ELEVATIONS A1.7.21RIGHT 2 11 REAR 1 2 8 9172 RIGHT/REAR PERSPECTIVE 57'-7 1/2"62'-10" PLAN 2-1 GARAGE PLAN 1-1 GARAGE PLAN 2-1 GARAGE P2-1 P1-1 PLAN 1-1 GARAGE AC AC P2-1 P1-1 63'-10"60'-7 1/2"P1-1P2-1P2-1P1-1 63'-10"60'-7 1/2"P2-1 AC AC P2-1 64'-10"37'-3 1/2"P2-1P2-1 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 BUILDING 4 PLEX - BUILDING PLANS N7 - 4 PLEX Electric Meters Gas Meters 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 A1.7.22 Fire Command Center/Fire Riser Room 186 SQ. FT. Solar Zone Area: 347 SQ. FT. Solar Zone Area: 63'-10"31'-9 1/2"4 1/8 : 124 1/8 : 124 1/8 : 12 4 1/8 : 12 2 : 12 2 : 122 : 122 : 124 1/8 : 124 1/8 : 122 : 12 2 : 122 : 122 : 122 : 122 : 122 : 122 : 122 HR FIRE WALL 1/2 : 121/2 : 12 ROOF BUILDING 4 PLEX - BUILDING PLANS N7 - 4 PLEX 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 A1.7.23 Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.7.13 FOR MORE INFO 3 1 1 33 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - EXTERIOR ELEVATIONS N7 - 8 PLEX_A A1.7.30 1 8 91742 6 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 49'-3"Level 4 9'-1"Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 49'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door RIGHTLEFT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - EXTERIOR ELEVATIONS N7 - 8 PLEX_A A1.7.31 1 1 62 1 1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"Level 4 9'-1"49'-3"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door REAR NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - EXTERIOR ELEVATIONS N7 - 8 PLEX_A A1.7.32 1 2 8 917102 RIGHT/REAR PERSPECTIVE 57'-7 1/2"125'-6" PLAN 2-1 GARAGE P2-1 P1-1 PLAN 1-1 GARAGE PLAN 2 GARAGE P2 P1 PLAN 1 GARAGE PLAN 2 GARAGE P2 P1 PLAN 1 GARAGE PLAN 2-1 GARAGE P2 P1 PLAN 1-1 GARAGE AC AC AC AC 126'-6"60'-7 1/2"P1-1 P2-1 P1P2 P1 P2 P1-1P2-1 Electric Meters Gas Meters LEVEL 2 LEVEL 1 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 8 PLEX_A - BUILDING PLANS N7 - 8 PLEX_A A1.7.33 Fire Command Center/Fire Riser Room 60'-7 1/2"126'-6" P2-1 P2 P2 P2-1 AC AC AC AC 125'-4"31'-9 1/2"P2-1 P2 P2 P2-1 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - BUILDING PLANS N7 - 8 PLEX_A A1.7.34 730 SQ. FT. Solar Zone Area: 195 SQ. FT. Solar Zone Area: 195 SQ. FT. Solar Zone Area: 126'-6"60'-7 1/2"4 1/8 : 124 1/8 : 124 1/8 : 12 2 : 12 2 : 122 : 122 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 122 : 122 : 12 2 : 12 2 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 122 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL ROOF NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - BUILDING PLANS N7 - 8 PLEX_A Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.7.13 FOR MORE INFO 3 333 11 A1.7.35 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B - EXTERIOR ELEVATIONS N7 - 8 PLEX_B A1.7.40 1 2 8 917426 FRONT/LEFT PERSPECTIVE 2 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 49'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door RIGHTLEFT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B - EXTERIOR ELEVATIONS N7 - 8 PLEX_B A1.7.41 1 1761 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"Level 4 9'-1"49'-3"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door REAR NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B - EXTERIOR ELEVATIONS N7 - 8 PLEX_B A1.7.42 1 2 8 91710 RIGHT/REAR PERSPECTIVE 124'-10"51'-0"ACACACAC PLAN 5-1 GARAGE P5-1 P6-1 PLAN 6-1 GARAGE PLAN 5 GARAGE P5 P6 PLAN 6 GARAGE PLAN 5 GARAGE P5 P6 PLAN 6 GARAGE PLAN 5-1 GARAGE P5-1 P6-1 PLAN 6-1 GARAGE 124'-10"51'-0"P5-1 P5 P5 P5-1 P6-1P6P6P6-1 Electric Meters Gas Meters LEVEL 2 LEVEL 1 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 8 PLEX_B - BUILDING PLANS N7 - 8 PLEX_B A1.7.43 Fire Command Center/Fire Riser Room 124'-10"45'-0"AC AC AC AC P6-1 P6 P6 P6-1 124'-10"26'-0"P6-1 P6 P6 P6-1 LEVEL 4 LEVEL 3 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 8 PLEX_B - BUILDING PLANS N7 - 8 PLEX_B A1.7.44 124'-8"26'-0"2 : 12 4 1/8 : 12 874 SQ. FT. Solar Zone Area: 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 4 1/8 : 12 ROOF 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 8 PLEX_B - BUILDING PLANS N7 - 8 PLEX_B Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.7.13 FOR MORE INFO 3 2 2 2 1 A1.7.45 1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B_ALT - EXTERIOR ELEVATIONS N7 - 8 PLEX_B_ALT A1.7.40.1 1 2 8 9 3174 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 49'-3"Level 4 9'-1"Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 49'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door RIGHTLEFT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N7 - 8 PLEX_B_ALT BUILDING 8 PLEX_B_ALT - EXTERIOR ELEVATIONS A1.7.41.1 1 4 2734 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"Level 4 9'-1"49'-3"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door REAR NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N7 - 8 PLEX_B_ALT BUILDING 8 PLEX_B_ALT - EXTERIOR ELEVATIONS A1.7.42.1 3 2 8 917 10 RIGHT/REAR PERSPECTIVE 124'-10"51'-0"ACACACAC PLAN 5-1 GARAGE P5-1 P6-1 PLAN 6-1 GARAGE PLAN 5 GARAGE P5 P6 PLAN 6 GARAGE PLAN 5 GARAGE P5 P6 PLAN 6 GARAGE PLAN 5-2 GARAGE P5-2 P6-2 PLAN 6-2 GARAGE 1 A1.7.100 125'-10"51'-0"P5-1 P5 P5 P5-2 P6-2P6P6P6-1 1 A1.7.100 Electric Meters Gas Meters Fire Command Center/Fire Riser Room LEVEL 2 LEVEL 1 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 8 PLEX_B - ALT - BUILDING PLANS N7 - 8 PLEX_B A1.7.43.1 124'-10"51'-0"AC AC AC AC P6-1 P6 P6 P6-2 1 A1.7.100 124'-10"32'-0"P6-1 P6 P6 P6-2 1 A1.7.100 LEVEL 4 LEVEL 3 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - 8 PLEX_B BUILDING 8 PLEX_B - ALT - BUILDING PLANS A1.7.44.1 Xref K:\Oakland\Projects\2016\160052 Boulevard N 7 and 8\Design\N7\xref\X160052_8-PLEX_EEEE_R.dwg 124'-10"51'-0"2 : 122 : 122 : 12 4 1/8 : 12 202 SQ. FT. Solar Zone Area: 202 SQ. FT. Solar Zone Area: 202 SQ. FT. Solar Zone Area: 149 SQ. FT. Solar Zone Area: 149 SQ. FT. Solar Zone Area: 149 SQ. FT. Solar Zone Area: 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 4 1/8 : 12 2 : 12 4 1/8 : 12 1 A1.7.100 ROOF 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - 8 PLEX_B Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.7.13 FOR MORE INFO 3 2 2 2 1 BUILDING 8 PLEX_B - ALT - BUILDING PLANS A1.7.45.1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX_A - EXTERIOR ELEVATIONS N7 - 10 PLEX_A A1.7.50 1 2 2 8 94 617 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 49'-3"Level 4 9'-1"Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 49'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door RIGHTLEFT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX_A - EXTERIOR ELEVATIONS N7 - 10 PLEX_A A1.7.51 1 2 21 7 1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door REAR NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX_A - EXTERIOR ELEVATIONS N7 - 10 PLEX_A A1.7.52 1 2 2 8 91710 RIGHT/REAR PERSPECTIVE 150'-4"57'-7 1/2"PLAN 2-1 GARAGE P2-1 P1-1 PLAN 1-1 GARAGE PLAN 4-1 GARAGE PLAN 3-1 GARAGE P4-1 P3-1 PLAN 2 GARAGE P2 P1 PLAN 1 GARAGE PLAN 2 GARAGE P2 P1 PLAN 1 GARAGE AC ACACACAC P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE60'-7 1/2"151'-4" P1-1 P2-1 P4-1 P3-1 P1 P2 P1 P2 P1 P2 Electric Meters Gas Meters LEVEL 2 LEVEL 1 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 10 PLEX_A - BUILDING PLANS N7 - 10 PLEX_A A1.7.53 Fire Command Center/Fire Riser Room 150'-10"60'-7 1/2"P2-1 P4-1 P2 P2 AC AC AC AC AC P2 150'-4"31'-9 1/2"P2-1 P4-1 P2 P2 P2 LEVEL 4 LEVEL 3 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 10 PLEX_A - BUILDING PLANS N7 - 10 PLEX_A A1.7.54 150'-10"37'-3 1/2"4 1/8 : 124 1/8 : 124 1/8 : 12 4 1/8 : 12 4 1/8 : 124 1/8 : 122 : 12 2 : 12 2 : 12 195 SQ. FT. Solar Zone Area: 88 SQ. FT. Solar Zone Area: 88 SQ. FT. Solar Zone Area: 882 SQ. FT. Solar Zone Area:2 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 122 : 122 : 122 : 122 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 122 : 122 : 122 : 122 : 122 : 122 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL ROOF 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 10 PLEX_A - BUILDING PLANS N7 - 10 PLEX_A Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.7.13 FOR MORE INFO 3 2 2 A1.7.55 333 2 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"50'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX_A_ALT - EXTERIOR ELEVATIONS N7 - 10 PLEX_A_ALT 1 A1.7.50.1 2 4 2 8 913 2 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 50'-3"Level 4 9'-1"Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"50'-3"Level 49'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door RIGHTLEFT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N7 - 10 PLEX_A_ALT BUILDING 10 PLEX_A_ALT - EXTERIOR ELEVATIONS A1.7.51.1 1 242713 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"50'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door REAR NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N7 - 10 PLEX_A_ALT BUILDING 10 PLEX_A_ALT - EXTERIOR ELEVATIONS A1.7.52.1 2 8 91 32210 RIGHT/REAR PERSPECTIVE Xref O:\Oakland\2016\160052 Boulevard N 7 and 8\Design\N7\xref\X160052_D1 D2_L1 - ALT 1.dwg 150'-4"57'-7 1/2"PLAN 2-3 GARAGE P2-3 P1-3 PLAN 1-3 GARAGE PLAN 4-2 GARAGE PLAN 3-2 GARAGE P4-2 P3-2 PLAN 2-2 GARAGE PLAN 1-2 GARAGE PLAN 2-2 GARAGE PLAN 1-2 GARAGE PLAN 2-2 GARAGE P2-2 P1-2 PLAN 1-2 GARAGE AC ACACACAC P2-2 P1-2 P2-2 P1-2 1 A1.7.10157'-7 1/2"150'-10" P1-3 P2-3 P4-2 P3-2 P2-2P1-2 P2-2P1-2 P2-2P1-2 1 A1.7.101 Electric Meters Gas Meters LEVEL 2 LEVEL 1 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 10 PLEX_A -ALT- BUILDING PLANS N7 - 10 PLEX_A A1.7.53.1 Fire Command Center/Fire Riser Room 150'-4"57'-7 1/2"AC AC AC AC AC P4-2 P2-2P2-2P2-2P2-3 1 A1.7.101 150'-4"37'-3 1/2"P4-2 P2-2P2-2P2-2P2-3 1 A1.7.101 LEVEL 4 LEVEL 3 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - 10 PLEX_A BUILDING 10 PLEX_A -ALT- BUILDING PLANS A1.7.54.1 150'-2"37'-3 1/2"4 1/8 : 12 4 1/8 : 12 2 : 12 2 : 12 1318 SQ. FT. Solar Zone Area: 2 : 12 4 1/8 : 12 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 4 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 1 A1.7.101 ROOF 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - 10 PLEX_A Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.7.13 FOR MORE INFO 3 2 BUILDING 10 PLEX_A -ALT- BUILDING PLANS 2 A1.7.55.1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX_B - EXTERIOR ELEVATIONS N7 - 10 PLEX_B A1.7.60 1 2 8 97462 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 49'-3"Level 4 9'-1"Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 49'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door RIGHTLEFT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N7 - 10 PLEX_B 1 2 1 BUILDING 10 PLEX_B - EXTERIOR ELEVATIONS A1.7.61 6 1 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"49'-3"Level 4 9'-1"T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap panel 3.Stone veneer 4.Metal railing 5.Stucco trim 6.Metal awning 7.Cornice (see A1.7.102 for more info.) 8.Unit Address 9.Light Fixture 10.Metal Garage Door REAR NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N7 - 10 PLEX_B BUILDING 10 PLEX_B - EXTERIOR ELEVATIONS A1.7.62 1 2 2 8 9172 RIGHT/REAR PERSPECTIVE 143'-10"57'-7 1/2"AC AC AC AC AC PLAN 2-1 GARAGE P2-1 P1-1 PLAN 1-1 GARAGE PLAN 4 GARAGE PLAN 3 GARAGE P4 P3 PLAN 2 GARAGE P2 P1 PLAN 1 GARAGE PLAN 2-1 GARAGE P2-1 P1-1 PLAN 1-1 GARAGE PLAN 4 GARAGE PLAN 3 GARAGE P4 P3 144'-10"57'-7 1/2"Xref O:\Oakland\2016\160052 Boulevard N 7 and 8\Design\N7\xref\X160052_D1 D2_L2.dwg Xref O:\Oakland\2016\160052 Boulevard N 7 and 8\Design\N7\xref\X160052_D1 D2_L2.dwg P1-1 P2-1 P4 P3 P1 P2 P1-1P2-1 P4 P3 N7 - 10 PLEX Electric Meters Gas Meters LEVEL 2 LEVEL 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX_B - BUILDING PLANS N7 - 10 PLEX_B A1.7.63 Fire Command Center/Fire Riser Room 144'-10"57'-7 1/2"AC AC AC AC AC P2-1 P4 P2 P2-1 P431'-9 1/2"143'-10" P2-1 P4 P2 P2-1 P4 LEVEL 4 LEVEL 3 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 10 PLEX_B - BUILDING PLANS N7 - 10 PLEX_B A1.7.64 29'-1 1/2"144'-10"4 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 124 1/8 : 12 4 1/8 : 12 2 : 12 4 1/8 : 124 1/8 : 122 : 122 : 12 2 : 122 : 122 : 122 : 122 : 122 : 122 : 12 2 : 12 2 : 12 2 : 12 2 : 12 789 SQ. FT. Solar Zone Area: 85 SQ. FT. Solar Zone Area: 97 SQ. FT. Solar Zone Area: 97 SQ. FT. Solar Zone Area: 85 SQ. FT. Solar Zone Area: 2 : 12 2 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 122 : 12 2 : 12 2 : 12 2 : 122 : 122 : 12 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 2 HR FIRE WALL 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING 10 PLEX_B - BUILDING PLANS N7 - 10 PLEX_B ROOF Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.7.13 FOR MORE INFO 3 2 A1.7.65 333 222 31'-2"51'-1 1/2"AC 57'-7 1/2"up up up stair treads above line of flr. above Tankless W.H. Tankless W.H. recycle recycle trash trashopt. compost opt. compost 2-Car Garage 20'-0" x 23'-4" storage (200 c.f.) Bedroom 3 11'-0" x 12'-0" Entry Bath 3 Tandem Garage 10'-0" x 40'-0" coats entry dr. above drop zone storage (200 c.f.) Porch drop zone P1 P2 opt.3'-0" dr.opt.3'-0" dr.o p t .3'-0" dr.FlushThreshold3' door FlushThreshold3' door FlushThreshold 20.5000 31'-2"51'-1 1/2"57'-7 1/2"up dn 17 dn dn Owner's Bath Owner's Bedroom 13'-0" x 16'-0" Bedroom 2 11'-0" x 11'-0" Bath 2 Kitchen media wall Deck 21'-10" x 6'-0" 131 s.f. WIC 17'-8" l.f. opt. dr. Entry Porch Great Room 18'-0" x 16'-2" Dining 16'-10" x 12'-0" Laund. 42" x 48"coats low linen opt.bifold doors P1 P2 HVAC @Ceiling LEVEL 2 LEVEL 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET N7 - PLANS 1 & 2 PLANS 1 & 2 - FLOOR PLANS Plan 1 (accessible) 3 Bedrooms 3 Baths 1,788 N.S.F. 461 S.F. Garage Plan 2 4 Bedrooms 3 Baths 2,670 N.S.F. 498 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.70 TOTAL PATH OF TRAVEL : 123.1' 31'-2"56'-1 1/2"AC 57'-7 1/2"dn up Bedroom 4 15'-0" x 13'-6" Bedroom 3 15'-1" x 11'-2" Bath 3 Kitchen P Great Room 22'-4" x 16'-0" media wall Hall WIC 16'-7" l.f. Dining 16'-10" x 12'-0" Deck 21'-10" x 6'-0" 131 s.f. niche opt.bifold doors P2 linen w/ opt. uppers or face frame 32'-9 1/2"31'-2"28'-9 1/2"dn opt. dr. Master Bedroom 14'-8" x 14'-0"Owner's Bath Bedroom 2 10'-0" x 10'-4" Bath 2 WIC 30'-1" l.f. Hall linen w/ opt. uppers or face frame Laund. 68" x 42" P2 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET N7 - PLANS 1 & 2 PLANS 1 & 2 - FLOOR PLANS Plan 2 4 Bedrooms 3 Baths 2,670 N.S.F. 498 S.F. Garage A1.7.71 31'-2"51'-1 1/2"AC 57'-7 1/2"up up stair treads above line of flr. above Tankless W.H. Tankless W.H. recycle recycle trash trashopt. compost opt. compost 2-Car Garage 20'-0" x 23'-4" storage (200 c.f.) Bedroom 3 11'-0" x 12'-0" Entry Bath 3 Tandem Garage 10'-0" x 40'-0" coats entry dr. above drop zone storage (200 c.f.) Porch drop zone P2-1 opt.3'-0" dr.opt.3'-0" dr.o p t .3'-0" dr.P1-1 up FlushThreshold3' door FlushThreshold3' door FlushThreshold 31'-10"51'-1 1/2"57'-7 1/2"up dn 17 dn dn Owner's Bath Owner's Bedroom 13'-0" x 16'-0" Bedroom 2 11'-0" x 11'-0" Bath 2 Kitchen media wall Deck 21'-10" x 6'-0" 131 s.f. WIC 17'-8" l.f. opt. dr.Hall Entry Porch Great Room 18'-0" x 16'-2" Dining 16'-10" x 12'-0" Laund. 42" x 48"coats low linen opt.bifold doorsP2-1 P1-1 HVAC @Ceiling LEVEL 2 LEVEL 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET LEVEL 1 N7 - PLANS 1 & 2_ALT 1 PLANS 1 & 2_ALT 1 - FLOOR PLANS Plan 1_ALT 1 (accessible) 3 Bedrooms 3 Baths 1,791 N.S.F. 461 S.F. Garage Plan 2_ALT 1 4 Bedrooms 3 Baths 2,717 N.S.F. 498 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.72 TOTAL PATH OF TRAVEL : 123.1' 31'-10"56'-1 1/2"AC 57'-7 1/2"dn up Bedroom 4 15'-0" x 13'-6" Bedroom 3 15'-1" x 11'-2" Bath 3 Kitchen P Great Room 22'-4" x 16'-0" media wall Hall WIC 16'-7" l.f. Dining 16'-10" x 12'-0" Deck 21'-10" x 6'-0" 131 s.f. niche opt.bifold doors P2-1 linen w/ opt. uppers or face frame 32'-9 1/2"31'-10"28'-9 1/2"dn opt. dr. Master Bedroom 14'-8" x 14'-0"Owner's Bath Bedroom 2 10'-0" x 10'-4" Bath 2 WIC 30'-1" l.f. Hall linen w/ opt. uppers or face frame Laund. 68" x 42" P2-1 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET N7 - PLANS 1 & 2_ALT 1 PLANS 1 & 2_ALT 1 - FLOOR PLANS Plan 2_ALT 1 4 Bedrooms 3 Baths 2,717 N.S.F. 498 S.F. Garage A1.7.73 31'-2"51'-1 1/2"AC 57'-7 1/2"up up stair treads above line of flr. above Tankless W.H. Tankless W.H. recycle recycle trash trashopt. compost opt. compost 2-Car Garage 20'-0" x 23'-4" storage (200 c.f.) Bedroom 3 11'-0" x 12'-0" Entry Bath 3 Tandem Garage 10'-0" x 40'-0" coats entry dr. above drop zone storage (200 c.f.) Porch drop zone opt.3'-0" dr.opt.3'-0" dr.opt.3'-0" dr.P2-2 P1-2 up FlushThreshold3' door FlushThreshold3' door FlushThreshold 31'-2"51'-1 1/2"57'-7 1/2"up dn 17 dn dn Owner's Bath Owner's Bedroom 13'-0" x 16'-0" Bedroom 2 11'-0" x 11'-0" Bath 2 Kitchen media wall Deck 21'-10" x 6'-0" 131 s.f. WIC 17'-8" l.f. opt. dr.Hall Entry Porch Great Room 18'-0" x 16'-2" Dining 16'-10" x 12'-0" Laund. 42" x 48"coats low linen opt.bifold doors P1-2 P2-2 HVAC @Ceiling LEVEL 2 LEVEL 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET N7 - PLANS 1 & 2_ALT 2 PLANS 1 & 2_ALT 2 - FLOOR PLANS Plan 1_ALT 2 3 Bedrooms 3 Baths 1,788 N.S.F. 461 S.F. Garage Plan 2_ALT 2 4 Bedrooms 3 Baths 2,751 N.S.F. 498 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.74 TOTAL PATH OF TRAVEL : 123.1' 31'-2"56'-10"AC 57'-7 1/2"dn up Bedroom 4 15'-0" x 13'-6" Bedroom 3 15'-1" x 11'-2" Bath 3 Kitchen P Great Room 22'-4" x 16'-0" media wall Hall WIC 16'-7" l.f. Dining 16'-10" x 12'-0" Deck 21'-10" x 6'-0" 131 s.f. niche opt.bifold doors P2-2 linen w/ opt. uppers or face frame 32'-9 1/2"31'-2"34'-3 1/2"dn opt. dr. Master Bedroom 14'-8" x 14'-0"Owner's Bath Bedroom 2 10'-0" x 10'-4" Bath 2 WIC 30'-1" l.f. Hall linen w/ opt. uppers or face frame Laund. 68" x 42" P2-2 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET Plan 2_ALT 2 4 Bedrooms 3 Baths 2,751 N.S.F. 498 S.F. Garage N7 - PLANS 1 & 2_ALT 2 PLANS 1 & 2_ALT 2 - FLOOR PLANS A1.7.75 31'-4"51'-1 1/2"AC 57'-7 1/2"up up stair treads above line of flr. above Tankless W.H. Tankless W.H. recycle recycle trash trashopt. compost opt. compost 2-Car Garage 20'-0" x 23'-4" storage (200 c.f.) Bedroom 3 11'-0" x 12'-0" Entry Bath 3 Tandem Garage 10'-0" x 40'-0" coats entry dr. above drop zone storage (200 c.f.) Porch drop zone opt.3'-0" dr.o p t .3'-0" dr.o p t . 3' - 0 " d r . P2-3 P1-3 up FlushThreshold3' door FlushThreshold3' door FlushThreshold 31'-2"51'-1 1/2"57'-7 1/2"up dn 17 dn dn Owner's Bath Owner's Bedroom 13'-0" x 16'-0" Bedroom 2 11'-0" x 11'-0" Bath 2 Kitchen media wall Deck 21'-10" x 6'-0" 131 s.f. WIC 17'-8" l.f. opt. dr.Hall Entry Porch Great Room 18'-0" x 16'-2" Dining 16'-10" x 12'-0" Laund. 42" x 48"coats low linen opt.bifold doorsP2-3 P1-3 HVAC @Ceiling LEVEL 2 LEVEL 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET N7 - PLANS 1 & 2_ALT 2 PLANS 1 & 2_ALT 3 - FLOOR PLANS Plan 1_ALT 2 3 Bedrooms 3 Baths 1,788 N.S.F. 461 S.F. Garage Plan 2_ALT 2 4 Bedrooms 3 Baths 2,751 N.S.F. 498 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.76 TOTAL PATH OF TRAVEL : 123.1' 31'-4"56'-1 1/2"AC 57'-7 1/2"dn up Bedroom 4 15'-0" x 13'-6" Bedroom 3 15'-1" x 11'-2" Bath 3 Kitchen P Great Room 22'-4" x 16'-0" media wall Hall WIC 16'-7" l.f. Dining 16'-10" x 12'-0" Deck 21'-10" x 6'-0" 131 s.f. niche opt.bifold doors P2-3 linen w/ opt. uppers or face frame 32'-9 1/2"31'-2"37'-3 1/2"dn opt. dr. Master Bedroom 14'-8" x 14'-0"Owner's Bath Bedroom 2 10'-0" x 10'-4" Bath 2 WIC 30'-1" l.f. Hall linen w/ opt. uppers or face frame Laund. 68" x 42" P2-3 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 FEET Plan 2_ALT 2 4 Bedrooms 3 Baths 2,751 N.S.F. 498 S.F. Garage N7 - PLANS 1 & 2_ALT 2 PLANS 1 & 2_ALT 3 - FLOOR PLANS A1.7.77 24'-8"53'-10"AC up up entry dr. above storage (200 c.f.) opt. compost opt. compost trash trash recycle recycle Tankless W.H. Tankless W.H. coats 1-Car Garage 10'-0" x 20'-0" Tandem Garage 10'-0" x 40'-0" up Entry Porch Bath 3 Bedroom 3 10'-0" x 10'-0" WIC 8'-0" l.f. storage (200 c.f.) drop zone P4 P3 24'-8"56'-10"up dn dn Owner's Bath Owner's Bedroom 11'-10" x 13'-0" Bedroom 2 11'-10" x 13'-0" Bath 2 WIC 13'-2" l.f. opt. dr. Entry Porch dn Deck 15'-8" x 4'-6" 63 s.f. media wall Great Room 15'-8" x 14'-4" Dining 10'-5" x 12'-6" P Kitchen Laund. 40" x 53" WIC 7'-1" l.f. seat P4 P3 HVAC @Ceiling LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 3 & 4 PLANS 3 & 4 - FLOOR PLANS Plan 3 3 Bedrooms 3 Baths 1,555 N.S.F. 256 S.F. Garage Plan 4 4 Bedrooms 3 Baths 2,158 N.S.F. 436 S.F. Garage A1.7.78 TOTAL PATH OF TRAVEL : 118.7' 24'-8"53'-10"AC dn up Bedroom 4 11'-10" x 11'-6" Kitchen low linen Deck 16'-0" x 4'-6" 63 s.f. Great Room 16'-0" x 14'-9" media wall Dining 14'-6" x 11'-0" WIC 10'-7" l.f. Bath 3 Laund. 66" x 90" Hall Bedroom 3 11'-10" x 11'-6" P4 walk-in pantry HVAC @Ceiling 24'-8"35'-10"dn Bath 2 Hall Bedroom 2 11'-0" x 11'-4" Owner's Bedroom 12'-0" x 14'-0" Owner's Bath opt. dr. WIC 9'-2" l.f. WIC 19'-4" l.f. P4 LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 3 & 4 PLANS 3 & 4 - FLOOR PLANS Plan 4 4 Bedrooms 3 Baths 2,158 N.S.F. 436 S.F. Garage A1.7.79 24'-10"53'-10"AC up entry dr. above storage (200 c.f.) opt. compost opt. compost trash trash recycle recycle Tankless W.H. Tankless W.H. coats 1-Car Garage 10'-0" x 20'-0" Tandem Garage 10'-0" x 40'-0" up Entry Porch Bath 3 Bedroom 3 10'-0" x 10'-0" WIC 8'-0" l.f. storage (200 c.f.) drop zone P4-1 P3-1 up 25'-4"56'-10"up dn Owner's Bath Owner's Bedroom 12'-2" x 13'-8" Bedroom 2 11'-6" x 10'-0" Bath 2 WIC 13'-2" l.f. opt. dr. Entry dn Deck 15'-8" x 4'-6" 63 s.f. media wall Great Room 15'-8" x 14'-4" Dining 10'-5" x 12'-6" Kitchen seat Laund. 40" x 53" WIC 7'-1" l.f. P P3-1 P4-1 dn Porch HVAC @Ceiling LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 3 & 4_ALT 1 PLANS 3 & 4_ALT 1 - FLOOR PLANS Plan 3_ ALT 1 3 Bedrooms 3 Baths 1,555 N.S.F. 256 S.F. Garage Plan 4_ ALT 1 4 Bedrooms 3 Baths 2,158 N.S.F. 436 S.F. Garage A1.7.80 TOTAL PATH OF TRAVEL : 118.7' 24'-10"53'-10"AC dn up Bedroom 4 11'-10" x 11'-6" Kitchen walk-in pantry low linen Great Room 16'-0" x 14'-9" media wall Dining 14'-6" x 11'-0" WIC 10'-7" l.f. Bath 3 Laund. 66" x 90" Hall Bedroom 3 11'-10" x 11'-6" P4-1 HVAC @Ceiling Deck 16'-0" x 4'-6" 63 s.f. 24'-10"35'-10"dn Bath 2 Hall Bedroom 2 11'-0" x 11'-4" Owner's Bedroom 12'-0" x 14'-0" Owner's Bath opt. dr. WIC 9'-2" l.f. WIC 19'-4" l.f. P4-1 LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 Plan 4_ ALT 1 4 Bedrooms 3 Baths 2,158 N.S.F. 436 S.F. Garage N7 - PLANS 3 & 4_ALT 1 PLANS 3 & 4_ALT 1 - FLOOR PLANS A1.7.81 24'-10"53'-10"AC up entry dr. above storage (200 c.f.) opt. compost opt. compost trash trash recycle recycle Tankless W.H. Tankless W.H. coats 1-Car Garage 10'-0" x 20'-0" Tandem Garage 10'-0" x 40'-0" up Entry Porch Bath 3 Bedroom 3 10'-0" x 10'-0" WIC 8'-0" l.f. storage (200 c.f.) drop zone P4-2 P3-2 up 25'-4"56'-10"P3-2 P4-2 up dn Owner's Bath Owner's Bedroom 12'-2" x 13'-8" Bedroom 2 11'-6" x 10'-0" Bath 2 WIC 13'-2" l.f. opt. dr. Entry dn media wall Great Room 15'-8" x 14'-4" Dining 10'-5" x 12'-6" Kitchen seat Laund. 40" x 53" WIC 7'-1" l.f. P dn Porch HVAC @Ceiling Deck 15'-8" x 4'-6" 63 s.f. LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 3 & 4_ALT 1 PLANS 3 & 4_ALT 2 - FLOOR PLANS Plan 3_ ALT 1 3 Bedrooms 3 Baths 1,555 N.S.F. 256 S.F. Garage Plan 4_ ALT 1 4 Bedrooms 3 Baths 2,158 N.S.F. 436 S.F. Garage A1.7.82 TOTAL PATH OF TRAVEL : 118.7' 24'-10"53'-10"AC P4-2 dn up Bedroom 4 11'-10" x 11'-6" Kitchen walk-in pantry low linen Great Room 16'-0" x 14'-9" media wall Dining 14'-6" x 11'-0" WIC 10'-7" l.f. Bath 3 Laund. 66" x 90" Hall Bedroom 3 11'-10" x 11'-6" HVAC @Ceiling Deck 16'-0" x 4'-6" 63 s.f. 24'-10"35'-10"P4-2 dn Bath 2 Hall Bedroom 2 11'-0" x 11'-4" Owner's Bedroom 12'-0" x 14'-0" Owner's Bath opt. dr. WIC 9'-2" l.f. WIC 19'-4" l.f. LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 Plan 4_ ALT 1 4 Bedrooms 3 Baths 2,158 N.S.F. 436 S.F. Garage N7 - PLANS 3 & 4_ALT 1 PLANS 3 & 4_ALT 2 - FLOOR PLANS A1.7.83 up up 1-Car Garage 10'-0" x 40'-0" Entry Porch Bath 3 Bedroom 3 11'-6" x 10'-0" storage entry dr. above opt. compost trash recycle opt. compost trash recycle Tankless W.H. 2-Car Garage 20'-0" x 23'-0" storage (200 c.f.) Tankless W.H. up storage (200 c.f.) drop zone 31'-0"40'-9"P6 P5 ACopt.3'-0" dr.o p t . 3' - 0 " d r . o p t .3'-0" dr.51'-0"FlushThreshold@ acessible3' door FlushThreshold up dn dn Owner's Bath Owner's Bedroom 12'-2" x 13'-4"Bedroom 2 10'-10" x 11'-0" Bath 2 WIC 11'-10" l.f. opt. dr. Entry Porch dn Deck 11'-4" x 5'-0" 57 s.f. media wall Great Room 18'-0" x 20'-5" P Kitchen Hall Open to Below Home Mgmt. opt. sl. gl. dr. 31'-0"43'-9"P5 P6 51'-0"Laund. 36" x 36" HVAC @Ceiling LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 PLANS 5 & 6 - FLOOR PLANS Plan 5 (accessible) 3 Bedrooms 3 Baths 1,505 N.S.F. 432 S.F. Garage Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.84 TOTAL PATH OF TRAVEL : 113.7' dnup Owner's Bedroom 13'-2" x 16'-8" Owner's Bath Kitchen P opt. dr. Great Room 22'-0" x 14'-0" media wall WIC 22'-0" l.f. Deck 21'-8" x 5'-0" 108 s.f. Pdr low linen Laund.Hall opt. cabinet seat 31'-0"38'-9"P6 AC 51'-0"dn Bath 2 Hall Bedroom 2 10'-8" x 11'-0" Home Management WIC 8'-6" l.f. Bedroom 3 11'-0" x 13'-8"WIC 9'-8" l.f. 31'-0"27'-0"P6 LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 PLANS 5 & 6 - FLOOR PLANS Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage A1.7.85 up 1-Car Garage 10'-0" x 40'-0" Entry Porch Bath 3 Bedroom 3 11'-6" x 10'-0" storage entry dr. above opt. compost trash recycle opt. compost trash recycle Tankless W.H. 2-Car Garage 20'-0" x 23'-0" storage (200 c.f.) Tankless W.H. up storage (200 c.f.) drop zone 31'-2"40'-9"P6-1 P5-1 ACFlushThreshold@ acessible3' dooropt.3'-0" dr.o p t . 3' - 0 " d r . o p t .3'-0" dr.51'-0"up FlushThreshold up dn Owner's Bath Owner's Bedroom 12'-2" x 13'-4"Bedroom 2 10'-10" x 11'-0" Bath 2 WIC 11'-10" l.f. opt. dr. dn Deck 11'-4" x 5'-0" 57 s.f. media wall Great Room 18'-0" x 20'-5" P Kitchen Hall Open to Below Home Mgmt. opt. sl. gl. dr. 31'-2"43'-9"P5-1 P6-1 51'-0"Laund. 36" x 36" dn Entry Porch LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 5 (accessible) 3 Bedrooms 3 Baths 1,505 N.S.F. 432 S.F. Garage Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.86PLANS 5 & 6_ALT 1 - FLOOR PLANS TOTAL PATH OF TRAVEL : 113.7' dnup Owner's Bedroom 13'-2" x 16'-8" Owner's Bath Kitchen P opt. dr. Great Room 22'-0" x 14'-0" media wall WIC 22'-0" l.f. Deck 21'-8" x 5'-0" 108 s.f. Pdr low linen Laund.Hall opt. cabinet seat 31'-2"38'-9"P6-1 AC 51'-0"dn Bath 2 Hall Bedroom 2 10'-8" x 11'-0" Home Management WIC 8'-6" l.f. Bedroom 3 11'-0" x 13'-8" WIC 9'-8" l.f. 31'-2"27'-0"P6-1 HVAC @Ceiling LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage A1.7.87PLANS 5 & 6_ALT 1 - FLOOR PLANS up 1-Car Garage 10'-0" x 40'-0" Entry Porch Bath 3 Bedroom 3 11'-6" x 10'-0" storage entry dr. above opt. compost trash recycle opt. compost trash recycle Tankless W.H. 2-Car Garage 20'-0" x 23'-0" storage (200 c.f.) Tankless W.H. up storage (200 c.f.) drop zone 31'-0"40'-9"P6-2 ACopt.3'-0" dr.o p t . 3' - 0 " d r . o p t .3'-0" dr.51'-0"P5-2 up FlushThreshold@ acessible3' door FlushThreshold up dn Owner's Bath Owner's Bedroom 12'-2" x 13'-4"Bedroom 2 10'-10" x 11'-0" Bath 2 WIC 11'-10" l.f. opt. dr. dn Deck 11'-4" x 5'-0" 57 s.f. media wall Great Room 18'-0" x 20'-5" P Kitchen Hall Open to Below Home Mgmt. opt. sl. gl. dr. 31'-0"43'-9"P5-2 P6-2 51'-0"Laund. 36" x 36" dn Entry Porch LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 5 (accessible) 3 Bedrooms 3 Baths 1,505 N.S.F. 432 S.F. Garage Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.88PLANS 5 & 6_ALT 2 - FLOOR PLANS TOTAL PATH OF TRAVEL : 113.7' dnup Owner's Bedroom 13'-2" x 16'-8" Owner's Bath Kitchen P opt. dr. Great Room 22'-0" x 14'-0" media wall WIC 22'-0" l.f. Deck 21'-8" x 5'-0" 108 s.f. Pdr low linen Laund.Hall opt. cabinet seat 31'-0"38'-9"AC 51'-0"P6-2 dn Bath 2 Hall Bedroom 2 10'-8" x 11'-0" Home Management WIC 8'-6" l.f. Bedroom 3 11'-0" x 13'-8" WIC 9'-8" l.f. 31'-0"32'-0"P6-2 HVAC @Ceiling LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage A1.7.89PLANS 5 & 6_ALT 2 - FLOOR PLANS up 1-Car Garage 10'-0" x 40'-0" Entry Porch Bath 3 Bedroom 3 11'-6" x 10'-0" storage entry dr. above opt. compost trash recycle opt. compost trash recycle Tankless W.H. 2-Car Garage 20'-0" x 23'-0" storage (200 c.f.) Tankless W.H. up storage (200 c.f.) drop zone 31'-2"40'-9"P6-3 P5-3 ACopt.3'-0" dr.o p t .3'-0" dr.opt.3'-0" dr.51'-0"up FlushThreshold@ acessible3' door FlushThreshold up dn Owner's Bath Owner's Bedroom 12'-2" x 13'-4"Bedroom 2 10'-10" x 11'-0" Bath 2 WIC 11'-10" l.f. opt. dr. dn Deck 11'-4" x 5'-0" 57 s.f. media wall Great Room 18'-0" x 20'-5" P Kitchen Hall Open to Below Home Mgmt. opt. sl. gl. dr. 31'-2"43'-9"P5-3 P6-3 51'-0"Laund. 36" x 36" dn Entry Porch LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 5 (accessible) 3 Bedrooms 3 Baths 1,505 N.S.F. 432 S.F. Garage Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.90PLANS 5 & 6_ALT 3 - FLOOR PLANS TOTAL PATH OF TRAVEL : 113.7' dnup Owner's Bedroom 13'-2" x 16'-8" Owner's Bath Kitchen P opt. dr. Great Room 22'-0" x 14'-0" media wall WIC 22'-0" l.f. Deck 21'-8" x 5'-0" 108 s.f. Pdr low linen Laund.Hall opt. cabinet seat 31'-2"38'-9"AC 51'-0"P6-3 dn Bath 2 Hall Bedroom 2 10'-8" x 11'-0" Home Management WIC 8'-6" l.f. Bedroom 3 11'-0" x 13'-8" WIC 9'-8" l.f. 31'-2"32'-0"26'-0"P6-3 HVAC @Ceiling LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage A1.7.91PLANS 5 & 6_ALT 3 - FLOOR PLANS up up 1-Car Garage 10'-0" x 40'-0" Entry Porch Bath 3 Bedroom 3 11'-6" x 10'-0" storage entry dr. above opt. compost trash recycle opt. compost trash recycle Tankless W.H. 2-Car Garage 20'-0" x 23'-0" storage (200 c.f.) Tankless W.H. up storage (200 c.f.) drop zone 31'-2"40'-9"P6-4 P5-4 AC o p t .3'-0" dr.opt.3'-0" dr.o p t .3'-0" dr.51'-0"FlushThreshold@ acessible3' door FlushThreshold up dn Owner's Bath Owner's Bedroom 12'-2" x 13'-4"Bedroom 2 10'-10" x 11'-0" Bath 2 WIC 11'-10" l.f. opt. dr. dn Deck 11'-4" x 5'-0" 57 s.f. media wall Great Room 18'-0" x 20'-5" P Kitchen Hall Open to Below Home Mgmt. opt. sl. gl. dr. 32'-2"43'-9"P5-4 P6-4 52'-0"Laund. 36" x 36" dn Entry Porch LEVEL 2 LEVEL 1 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 5 (accessible) 3 Bedrooms 3 Baths 1,505 N.S.F. 432 S.F. Garage Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 A1.7.92PLANS 5 & 6_ALT 4 - FLOOR PLANS TOTAL PATH OF TRAVEL : 113.7' dnup Owner's Bedroom 13'-2" x 16'-8" Owner's Bath Kitchen P opt. dr. Great Room 22'-0" x 14'-0" media wall WIC 22'-0" l.f. Deck 21'-8" x 5'-0" 108 s.f. Pdr low linen Laund.Hall opt. cabinet seat 31'-2"38'-9"AC 51'-0"P6-4 dn Bath 2 Hall Bedroom 2 10'-8" x 11'-0" Home Management WIC 8'-6" l.f. Bedroom 3 11'-0" x 13'-8" WIC 9'-8" l.f. 31'-2"32'-0"26'-0"P6-4 HVAC @Ceiling LEVEL 4 LEVEL 3 0 2 4 8 16 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N7 - PLANS 5 & 6 Plan 6 3 Bedrooms 2.5 Baths 2,178 N.S.F. 460 S.F. Garage A1.7.93PLANS 5 & 6_ALT 4 - FLOOR PLANS 9'-1"± 1'-3"9'-1"± 1'-3"9'-1"± 1'-3"9'-1"± 48'-4"8'-3"Fire Rated Floor Ceiling Assembly, between dwelling units. T.O. PLT. T.O. FLR. SHTNG. T.O. FLR. SHTNG. T.O. PLT.9'-1"T.O. SLAB (FF) T.O. FLR. SHTNG. T.O. PLT. T.O. PLT. 4 1/8 12 2 12 Plan 5 - Living Space Plan 6 - Private Garage Plan 5 - Living Space Plan 6 - Living Space Plan 6 - Living Space BUILDING SECTION-A N7 - BUILDING SECTIONS 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 A1.7.100 A B 9'-1"± 1'-3"9'-1"± 1'-3"9'-1"± 1'-3"9'-1"± 49'-7"9'-6"4 1/8 12 Fire Rated Floor Ceiling Assembly, between dwelling units. Plan 1 - Living Space Plan 1 - Living Space Plan 2 - Private Garage Plan 2 - Living Space 4 1/8 12 T.O. PLT. T.O. FLR. SHTNG. T.O. FLR. SHTNG. T.O. PLT.9'-1"T.O. SLAB (FF) T.O. FLR. SHTNG. T.O. PLT. T.O. PLT. 2 12 Plan 2 - Living Space N7 -BUILDING SECTIONS 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BUILDING SECTION-B A B A1.7.101 ARCHITECTURAL DETAILS N7 - DETAILS 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 FRONT CORNERFRONT ENTRANCE REAR EXIT ACCENT MATERIAL ADDRESS NUMBER LIGHT FIXTURE STUCCO METAL GARAGE DOOR STONE VENEER CORNICE CORNICE CORNICE 1 CORNICE 3CORNICE 2 STUCCO METAL BALCONY METAL BALCONY ACCENT MATERIAL A1.7.102 NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 COLOR AND MATERIALS N8 - COLOR & MATERIALS A1.7.103 SCHEME 1 SCHEME 2 SCHEME 3 STUCCO BODY 1 ACCENT MATERIAL METAL AWNING/ RAILING ENTRY DOOR KM 4526 COFFEE BAR HLS 4295 DAISY WHITE STUCCO BODY 2 HLS 4273 TRAIL DUST STUCCO BODY 3 KM 5769 BACKCOUNTRY STUCCO BODY 4 ROOF MATERIAL CEMENTITIOUS LAP/PANEL SCHEME 4 COMPOSITE SHINGLE COMPOSITE SHINGLE COMPOSITE SHINGLE COMPOSITE SHINGLE SCHEME 5 SCHEME 6 SCHEME 7 COMPOSITE SHINGLE COMPOSITE SHINGLE COMPOSITE SHINGLE KM 5770 DIGITAL GARAGE KM 5765 ELDER CREEK KM 5769 BACKCOUNTRY KM 5770 DIGITAL GARAGE KM 5770 DIGITAL GARAGE KM 5770 DIGITAL GARAGE KM 5770 DIGITAL GARAGE KM 5770 DIGITAL GARAGE KM 5770 DIGITAL GARAGE KM 4876 WROUGHT IRON GATE KM 4876 WROUGHT IRON GATE KM 4876 WROUGHT IRON GATE KM 4876 WROUGHT IRON GATE KM 4876 WROUGHT IRON GATE KM 4876 WROUGHT IRON GATE KM 4876 WROUGHT IRON GATE HLS 4295 DAISY WHITE 305 IRONWOOD HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE KM 5770 DIGITAL GARAGE KM 5770 DIGITAL GARAGE KM 5799 DOWNTOWN BENNY BROWN KM 4925 WILD TRUFFLE KM 4526 COFFEE BAR HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE KM 5770 DIGITAL GARAGE KM 5770 DIGITAL GARAGE KM 5812 WINTER SOLSTICE KM 5770 DIGITAL GARAGE KM 5769 BACKCOUNTRY KM 4526 COFFEE BAR HLS 4295 DAISY WHITE FRENCH LIMESTONE STONE VENEER FRENCH LIMESTONE STONE VENEER HLS 4295 DAISY WHITE HLS 4295 DAISY WHITE KM 5799 DOWNTOWN BENNY BROWN KM 5799 DOWNTOWN BENNY BROWN HLS 4273 TRAIL DUST KM 5769 BACKCOUNTRY KM 4519 TURKISH COFFEE HLS 4295 DAISY WHITE KM 5812 WINTER SOLSTICE KM 4833 CAMPING TRIP KM 4519 TURKISH COFFEE KM 5799 DOWNTOWN BENNY BROWN MANUFACTURERS PAINT: KELLY MOORE STONE VENEER: CORONADO ROOFING: EAGLE P3 P4 P2 P1 P2 P1P1 P2 P1 P2 P2 P1 P3 P4 P3 P4 P2 P1 P5 P6 P3 P4 P2 P1 P5 P6 P4 P3- ALT P1 P2 P1 P2 P1 P2P2 P1 P2 P1 C C C DUBLIN BLVD.IRON HORSE PKWY.N7 SEE A1.7.10 BROADWAY -SITE KEY MAP N8 - SKYLINE - SITE KEY MAP N8 - SITE KEY MAP A1.8.10 Bldg 29 / 8-Plex_B Bldg 23 / 10-Plex Elevations_see A1.8.60, A1.8.61 & A1.8.62 Elevations_see A1.8.40, A1.8.41 & A1.8.42 Bldg 20 / 4-PLEX Elevations_see A1.8.20 Elevations_see A1.8.20 Bldg 26 / 10-Plex Bldg 24 / 8-Plex_B-Alt Bldg 27 / 8-Plex_B Elevations_see A1.8.20 Bldg 21 / 8-PLEX_B Elevations_see A1.8.40, A1.8.41 & A1.8.42 Bldg 17 / 4-PLEX Elevations_see A1.8.20 Elevations_see A1.8.20 Bldg 15 / 8-PLEX_A Elevations_see A1.8.30, A1.8.31 & A1.8.32 Bldg 30 / 8-Plex_B Elevations_see A1.8.40, A1.8.41 & A1.8.42 Bldg 22 / 10-Plex Elevations_see A1.8.60, A1.8.61 & A1.8.62 Bldg 28 / 8-Plex_B Bldg 25 / 8-Plex_B-Alt Bldg 19 / 4-PLEX Bldg 18 / 4-PLEX Bldg 16 / 4-PLEX 0 25 50 100 200 FEET Elevations_see A1.8.40, A1.8.41 & A1.8.42 Elevations_see A1.8.40, A1.8.41 & A1.8.42 Elevations_see A1.8.50, A1.8.51 & A1.8.52 Elevations_see A1.8.50, A1.8.51 & A1.8.52 Elevations_see A1.8.60, A1.8.61 & A1.8.62 NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 BLDG. 10-plex G A5.03 H A5.03 FIRE WALL PER CBC SECTION 706. BLDG. 8-plex _B-Alt E A5.03 F A5.03 FIRE WALL PER CBC SECTION 706. BLDG. 8-plex _B C A5.03 D A5.03 FIRE WALL PER CBC SECTION 706. BLDG. 8-plex _A A A5.03 B A5.03 FIRE WALL PER CBC SECTION 706. BLDG. 4-plex _A J A5.03 K A5.03 FIRE WALL PER CBC SECTION 706. NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 CODE ANALYSIS N8-CODE ANALYSIS A1.8.11 4 STORY R-3 - TYPE VB REFERENCE: 2016 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS, TITLE 24 PART 1 OF 2 R-3: BUILDINGS THAT DO NOT CONTAIN MORE THAN TWO DWELLING UNITS U: PRIVATE GARAGES USE & OCCUPANCY (CBC SECTION 310.5 & 312.1) R-3 DETERMINATION AND SEPARATION OF BUILDINGS (CBC TABLE 706.4) CBC SECTION 310.5 DEFINES AN R-3 OCCUPANCY AS ANY BUILDING THAT DOES NOT CONTAIN MORE THAN TWO DWELLING UNITS. THE PROPOSED DESIGN UTILIZES 2-HOUR FIRE WALLS EVERY TWO UNITS. PER CBC SECTION 706.1, EACH PORTION OF A BUILDING SEPARATED BY ONE OR MORE FIRE WALLS SHALL BE CONSIDERED A SEPARATE BUILDING. AS SUCH, THE UNITS QUALIFY AS AN R-3 OCCUPANCY. THAT SAID, THE BUILDINGS ARE NOT GOVERNED BY THE CRC, AS CRC SECTION 1.1.3 SAYS THAT THE CRC SHALL APPLY TO "...DETACHED ONE-AND-TWO-FAMILY DWELLINGS..." AND THE UNITS PROPOSED ARE ATTACHED, ALTHOUGH STRUCTURALLY INDEPENDENT, AS REQUIRED BY CBC SECTION 706.2. THE 2-HOUR FIRE WALLS COMPLY WITH CBC SECTION 706.5, EXCEPTION 3 FOR HORIZONTAL CONTINUITY. WHERE NO PROJECTIONS EXIST ABOVE, THE WALLS TERMINATE AT THE INTERIOR SURFACE OF NON-COMBUSTIBLE EXTERIOR SHEATHING. WHERE CONDITIONED FLOOR PROJECTIONS EXIST ABOVE, THE FIRE WALLS EXTEND TO THE FACE OF THE FLOOR PROJECTION ABOVE. THE 2-HOUR FIRE WALLS COMPLY WITH CBC SECTION 706.6, EXCEPTION 4 FOR VERTICAL CONTINUITY. THE FIRE WALLS TERMINATE AT THE UNDERSIDE OF FIRE-RETARDANT ROOF SHEATHING THAT EXTENDS FOR A DISTANCE OF 4'-0" ON EITHER SIDE OF THE WALL, WITH NO OPENINGS IN THE ROOF AT THAT LOCATION AND A MINIMUM CLASS "B" ROOF COVERING. ALLOWABLE AREA (CBC TABLE 503 & SECTION 406.3.2) TYPE V-B: 60 FEET MAXIMUM (40 FEET MAXIMUM BASE ALLOWABLE + 20 FEET SPRINKLER INCREASE) ACTUAL HEIGHT < 50 FEET - SEE ELEVATIONS R-3: 4 STORIES (3 STORIES BASE ALLOWABLE + 1 STORY SPRINKLER INCREASE FOR NFPA 13R) U: 2 STORIES (1 STORIES BASE ALLOWABLE + 1 STORY SPRINKLER INCREASE) ALLOWABLE HEIGHT (CBC TABLE 503 & SECTION 504.2) ALLOWABLE STORIES: (CBC TABLE 503 & SEC. 504.2) R-3: UNLIMITED U: 3,000 SF (MORE THAN ONE 3,000 SF GROUP U ALLOWED WHERE SEPARATED BY FIRE WALLS) THE BUILDING IS CONDO MAPPED WITH NO REAL PROPERTY LINES BETWEEN DWELLING UNITS. WITH THE BUILDINGS BEING ATTACHED, AND THE COMPOSITE BUILDINGS BEING MORE THAN 4 UNITS, CBC CHAPTER 11A APPLIES. ALL UNITS ARE MULTI-STORY DWELLING UNITS, THUS PER CBC SECTION 1102A.3, 10% OF THE TOTAL DWELLING UNITS ON SITE SHALL COMPLY WITH CBC SECTION 1102A.3. APPLICATION: BUILDING ACCESSIBILITY EXITING (CBC TABLE 1006.3.2(1) & 1030.1) 125 FEET MAXIMUM EXIT TRAVEL DISTANCE FOR A SINGLE EXIT IN 4-STORY R-3 DWELLING UNIT. EMERGENCY ESCAPE AND RESCUE OPENINGS (EGRESS WINDOWS) ARE REQUIRED IN ALL SLEEPING ROOMS BELOW THE FOURTH STORY. THIS BUILDING TYPE CONSISTS OF 2-HOUR RATED FIRE WALLS LOCATED VERTICALLY EVERY TWO DWELLING UNITS. THIS CREATES SEPARATE R-3 BUILDINGS WITH NO MORE THAN TWO DWELLING UNITS PER CBC. SEPARATION OF DWELLING UNITS WITHIN SAME BLDG (CBC SECTIONS 420.2 & 420.3) WITHIN THE 2-HOUR FIRE WALLS, ADJACENT DWELLING UNITS TO BE SEPARATED FROM EACH OTHER BY 1-HR FIRE PARTITION, PER CBC SECTIONS 420.2 & 708. FLOOR ASSEMBLIES SEPARATING DWELLING UNITS TO COMPLY WITH CBC SECTION 420.3 & 711, 1-HR HORIZONTAL ASSEMBLY PROVIDED. FIRE SUPRESSION SYSTEMS FIRE SPRINKLER: NFPA 13R ROOF ACCESS (CBC SECTION 1011.12) STAIRWAY TO THE ROOF NOT REQUIRED ON 4-STORY BUILDINGS WITH ROOF SLOPES > 4:12 RATED EXTERIOR WALLS (CBC TABLE 602) FOOTNOTE "h" TAKEN, NON-RATED EXTERIOR WALL WITH FIRE SEPARATION DISTANCE > 3 FEET FOR R-3 AND U ACCESSORY OCCUPANCIES. ALLOWABLE OPENINGS (CBC TABLE 705.8) FOOTNOTE "f" TAKEN, UNLIMITED OPENINGS WTH FIRE SEPARATION DISTANCE > 5 FEET FOR R-3 OCCUPANCY. TYPE VB (NON-RATED)CONSTRUCTION TYPE (CBC SECTION 602.5 & TABLE 503) CBC TABLE 504.4 PERMITS R-3 OCCUPANCY TO BE UP TO 4 STORIES TALL WHEN PROTECTED BY A 13R FIRE SPRINKLER SYSTEM FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. FIRE WALL PER CBC SECTION 706. CODE ANALYSIS N8-CODE ANALYSIS NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 A1.8.12 FIRE WALL LOCATIONS 8-PLEX 'A' ELEVATIONS: A ELEVATION FIRE WALL LOCATIONS 4-PLEX ELEVATIONS: J ELEVATION K ELEVATIONB ELEVATION FIRE WALL LOCATIONS 8-PLEX 'B' ELEVATIONS: C ELEVATION D ELEVATION FIRE WALL LOCATIONS 8-PLEX 'B-Alt' ELEVATIONS: FIRE WALL LOCATIONS 10-PLEX 'B' ELEVATIONS: E ELEVATION F ELEVATION G ELEVATION H ELEVATION C C C DUBLIN BLVD.IRON HORSE PKWY.N7 SEE A1.7.10 BROADWAY -SITE KEY MAP 4 1/8 12 4 1/8 12 4 1/8 12 4 1/8 12 4 1/8 12 4 1/8 12 4 1/8 12 N8 - CONCEPTUAL SOLAR READY ZONE PLANS N8 - SOLAR ZONE PLAN A1.8.13 0 25 50 100 200 FEET SOLAR READY ROOF REQUIREMENTS: FOR LOW RISE MULTIFAMILY BUILDINGS, THE SOLAR ZONE SHALL BE LOCATED ON THE ROOF OR OVERHANG OF THE BUILDING OR ON THE ROOF OR OVERHANG OF ANOTHER STRUCTURE LOCATED WITHIN 250' OF THE BUILDING AND HAVE A TOTAL AREA OF NO LESS THAN 15% OF THE TOTAL ROOF AREA OF THE BUILDING (2016 ENERGY CODE SECTION 110.10B) ORIENTATION: ALL SECTIONS OF THE SOLAR ZONE LOCATED ON STEEP-SLOPED ROOFS SHALL BE ORIENTED BETWEEN 110 DEGREES AND 270 DEGREES OF TRUE NORTH N 110 270 Bldg 29 / 8-Plex_B Bldg 23 / 10-Plex Bldg 20 / 4-PLEX Bldg 26 / 10-Plex Bldg 24 / 8-Plex_B-Alt Bldg 27 / 8-Plex_B Bldg 21 / 8-PLEX_B Bldg 17 / 4-PLEX Bldg 15 / 8-PLEX_A Bldg 30 / 8-Plex_B Bldg 22 / 10-Plex Bldg 28 / 8-Plex_B Bldg 25 / 8-Plex_B-Alt Bldg 19 / 4-PLEX Bldg 18 / 4-PLEX Bldg 16 / 4-PLEX 4 PLEX / BLDG. # 16, 17, 18, 19, & 20 TOTAL ROOF AREA: 3,388 S.F SOLAR READY ZONE: 518 S.F. % OF TOTAL: 15 % SOLAR READY ZONE 8 PLEX_A / BLDG. # 15 TOTAL ROOF AREA: 6,499 S.F SOLAR READY ZONE: 1,156 S.F. % OF TOTAL: 18 % SOLAR READY ZONE 8 PLEX_B / BLDG. # 27, 28, 29, & 30 TOTAL ROOF AREA: 6,440 S.F SOLAR READY ZONE: 1,156 S.F. % OF TOTAL: 18 % 8 PLEX_B-BLDG. # 21 TOTAL ROOF AREA: 6,440 S.F SOLAR READY ZONE: 982 S.F. % OF TOTAL: 15 % 8 PLEX_B-ALT / BLDG. # 24 TOTAL ROOF AREA: 6,440 S.F SOLAR READY ZONE: 1,037 S.F. % OF TOTAL: 16 % 8 PLEX_B-ALT / BLDG. # 25 TOTAL ROOF AREA: 6,440 S.F SOLAR READY ZONE: 1,086 S.F. % OF TOTAL: 17 % 10 PLEX / BLDG. # 22, & 26 TOTAL ROOF AREA: 8,099 S.F SOLAR READY ZONE: 1,395 S.F. % OF TOTAL: 17 % 10 PLEX / BLDG. # 23 TOTAL ROOF AREA: 8,099 S.F SOLAR READY ZONE: 1,548 S.F. % OF TOTAL: 19 % SOLAR READY ZONE SOLAR READY ZONE SOLAR READY ZONE POTENTIAL SOLAR READY ZONE TYP. SECTION AA occurs Bldg. 15,23,&25 SECTION BB POTENTIAL SOLAR READY ZONE TYP. occurs Bldg. 21,22,24,26,27,28,29,&30 A A B B B B B B A A A A B B C C POTENTIAL SOLAR READY ZONE TYP. occurs Bldg. 16,17,18,19,&20 SECTION CC NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N8 - STREET SCENESTREET SCENEA1.8.14NEIGHBORHOOD 7/8FEETBOULEVARD phase 2 DUBLIN, CALIFORNIAKey Map n.t.s.OVERALLN7N8SKYLINE BROADWAYN8N7024816PERSPECTIVE RENDERING LOOKING WEST FROM DUBLIN BLVD. N8 - STREET SCENEDUBLIN BLVD. STREET SCENEA1.8.15NEIGHBORHOOD 7/8FEETBOULEVARD phase 2 DUBLIN, CALIFORNIAKey Map n.t.s.OVERALLN7N8SKYLINE BROADWAYN8N7024816PERSPECTIVE LOOKING EAST FROM DUBLIN BLVD. 58'-2"62'-11" P3 PLAN 2 GARAGE P4 P2 P1 PLAN 1 GARAGE PLAN 4 GARAGE PLAN 3 GARAGE AC AC58'-10"62'-7" P1P3 P4 P2 58'-10"62'-11" P4 P2 AC AC 2 : 12 2 : 1227'-6 1/2"62'-11" P4 P2 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 12 LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 BUILDING 4 PLEX - BUILDING PLANS N8 - 4 PLEX Fire Command Center / Fire Riser Room Electric Meters Gas Meters NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET A1.8.22 27'-6 1/2"62'-11"4 1/8 : 124 1/8 : 124 1/8 : 122 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 12 2 : 124 1/8 : 12ROOF BUILDING 4 PLEX - BUILDING PLANS N8 - 4 PLEX NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET A1.8.23 Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.8.13 FOR MORE INFO 3 3 3 3 3 32 2 1 2HR FIRE WALL TYP. Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel 1 1 8 491 FRONT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - EXTERIOR ELEVATIONS N8 - 8 PLEX_A A1.8.30 211 11 11 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 49'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel 1 21 RIGHTLEFT NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - EXTERIOR ELEVATIONS N8 - 8 PLEX_A A1.8.31 44 7 7 11 11 11 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel 1 1 1 29810 REAR NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_A - EXTERIOR ELEVATIONS N8 - 8 PLEX_A A1.8.32 11 11 REAR/RIGHT PERSPECTIVE 124'-10"51'-10"P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 AC AC AC AC 1 A1.8.80 124'-10"51'-10"P1 P2 P1 P2 P1 P2 P1 P2 1 A1.8.80 LEVEL 2 LEVEL 1 Fire Command Center / Fire Riser Room Electric Meters Gas Meters NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET A1.8.33BUILDING 8 PLEX_A - BUILDING PLANS N8 - 8 PLEX_A 124'-10"51'-10"P2 P2 P2P2 AC AC AC AC 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 122 : 122 : 12 1 A1.8.8028'-8 1/2"124'-10" P2 P2 P2P2 2 : 122 : 122 : 12 2 : 12 2 : 12 2 : 122 : 12 2 : 12 1 A1.8.80 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET A1.8.34BUILDING 8 PLEX_A - BUILDING PLANS N8 - 8 PLEX_A 124'-10"29'-0 1/2"4 1/8 : 12 4 1/8 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 122 : 122 : 122 : 12 ROOF NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET A1.8.35BUILDING 8 PLEX_A - BUILDING PLANS N8 - 8 PLEX_A Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.8.13 FOR MORE INFO 3 3 3 22 3 3322 2HR FIRE WALL TYP. SOLAR READY ZONE TYP. POTENTIAL SOLAR READY ZONE TYP. SEE SECTION A 1.8.80 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel FRONT 1 1 8 962 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B - EXTERIOR ELEVATIONS N8-8 PLEX_B A1.8.40 2 4 1111111 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 49'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel RIGHTLEFT 1211 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B - EXTERIOR ELEVATIONS N8-8 PLEX_B A1.8.41 410 41 11111 12 11 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel REAR 1 1 8 9 11 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B - EXTERIOR ELEVATIONS N8-8 PLEX_B A1.8.42 2 10 41111 REAR/RIGHT PERSPECTIVE 115'-6"58'-2"P1 P2 PLAN 4 GARAGE PLAN 3 GARAGE P3 P4 PLAN 4 GARAGE PLAN 3 GARAGE P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 PLAN 5 GARAGE PLAN 6 GARAGE AC AC AC AC AC 115'-8"58'-2"P3 P4 P3 P4 P1 P2 P5 P6 N8 - 8 PLEX_B LEVEL 2 LEVEL 1 Fire Command Center/ Fire Riser Room Electric Meters Gas Meters NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET A1.8.43BUILDING 8 PLEX_B - BUILDING PLANS 115'-8"58'-2"P4P4 P2 P5 P6 AC AC AC 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 115'-8"27'-6 1/2"P4P4 P2 P5 P6 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N8 - 8 PLEX_B A1.8.44BUILDING 8 PLEX_B - BUILDING PLANS 4 1/8 : 12 4 1/8 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 ROOF NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N8 - 8 PLEX_B A1.8.45BUILDING 8 PLEX_B - BUILDING PLANS Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.8.13 FOR MORE INFO 22 3 3 3 3 3 3 2 3 33 23 2 2 2HR FIRE WALL TYP. SOLAR READY ZONE TYP. Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"8"48'-10 1/2"Level 4 9'-1"T.O.Plate T.O.Parapet Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel FRONT 1 2 8 91 6 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B-ALT - EXTERIOR ELEVATIONS N8-8PLEX_B-ALT A1.8.50 1 2 4 1111111 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel FRONT 1189 62 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B_ALT 2 - EXTERIOR ELEVATIONS N8-8 PLEX_B A1.8.50.1 241 111111 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 49'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel RIGHT 1 1 LEFT 14 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B-ALT - EXTERIOR ELEVATIONS N8-8 PLEX_B-ALT A1.8.51 2 1641111 1111 Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 49'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel RIGHTLEFT 1 2111 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B_ALT 2 - EXTERIOR ELEVATIONS N8-8 PLEX_B A1.8.51.1 4 104 111111 12 11 2 6 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel REAR 1 1 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B-ALT - EXTERIOR ELEVATIONS N8-8 PLEX_B-ALT A1.8.52 1 1089 621111 REAR/RIGHT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel REAR 118911 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 8 PLEX_B_ALT 2 - EXTERIOR ELEVATIONS N8-8 PLEX_B A1.8.52.1 2101111 REAR/RIGHT PERSPECTIVE 6 115'-6"62'-6"P3 P4 PLAN 4 GARAGE PLAN 3 GARAGE P3 P4 PLAN 4 GARAGE PLAN 3 GARAGE P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 PLAN 5 GARAGE PLAN 6 GARAGE AC AC AC AC AC 62'-6"115'-6" P3 P4 P3 P4 P1 P2 LEVEL 2 LEVEL 1 N8-8 PLEX_B-ALT Fire Command Center/ Fire Riser Room Electric Meters Gas Meters 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 A1.8.53BUILDING 8 PLEX_B-ALT - BUILDING PLANS 115'-6"58'-2"P1 P2 PLAN 4 GARAGE PLAN 3 GARAGE P3 P4 PLAN 4 GARAGE PLAN 3 GARAGE P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 PLAN 5 GARAGE PLAN 6 GARAGE AC AC AC AC AC 115'-8"58'-2"P3 P4 P3 P4 P1 P2 P5 P6 N8 - 8 PLEX_B LEVEL 2 LEVEL 1 Fire Command Center/ Fire Riser Room Electric Meters Gas Meters NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET A1.8.53.1BUILDING 8 PLEX_B_ALT 2 - BUILDING PLANS 115'-6"62'-6"P4P4 P2 P5 P6 AC AC AC2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 115'-6"27'-6 1/2"P4P4 P2 P5 P6 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 LEVEL 4 LEVEL 3 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N8-8 PLEX_B-ALT A1.8.54BUILDING 8 PLEX_B-ALT - BUILDING PLANS 115'-8"58'-2"P4 P4 P2 P5 P6 AC ACAC 2 : 12 2 : 12 2 : 122 : 12 2 : 12 2 : 12 115'-8"27'-6 1/2"P4 P4 P2 P5 P6 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 12 2 : 122 : 122 : 12 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N8 - 8 PLEX_B A1.8.54.1BUILDING 8 PLEX_B_ALT 2 - BUILDING PLANS 115'-6" 4 1/8 : 12 4 1/8 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 ROOF 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N8 - 8 PLEX_B_ALT A1.8.55BUILDING 8 PLEX_B_ALT - BUILDING PLANS Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.8.13 FOR MORE INFO 2 3 3 3 3 3 3 2 2 2 3 2 33 3 2HR FIRE WALL TYP. 4 1/8 : 12 4 1/8 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 122 : 12 2 : 12 2 : 12 2 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 4 1/8 : 12 ROOF NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N8 - 8 PLEX_B A1.8.55.1BUILDING 8 PLEX_B_ALT 2 - BUILDING PLANS Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.8.13 FOR MORE INFO 2 2 33 3 3 3 3 2 3 3 3 2 3 2 2 2HR FIRE WALL TYP. SOLAR READY ZONE TYP. Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel FRONT 1 18 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX - EXTERIOR ELEVATIONS N8-10 PLEX A1.8.60 1 24 211 11 11 FRONT/LEFT PERSPECTIVE Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Level 3 Level 2 Level 19'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 49'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel RIGHTLEFT 211 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX - EXTERIOR ELEVATIONS N8-10 PLEX A1.8.61 4 7 1111 11 7 Level 3 Level 2 Level 1 9'-1"9'-1"9'-1"T.O.Plate 8"T.O.Parapet 48'-10 1/2"Level 4 9'-1"Material Legend: 1.Stucco 2.Cementitious lap or panel per elevations (typ.) 3.Metal column 4.Metal railing 5.Stucco trim 6.Metal awning or trellis, as occurs 7.Perforated Metal Panel 8.Unit Address 9.Light Fixture 10.Metal Garage Door 11.Cornice ( see A 1.8.90 for more info) 12.Corbel REAR 1 1 9 1 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET BUILDING 10 PLEX - EXTERIOR ELEVATIONS N8-10 PLEX A1.8.62 10 2111111 REAR/RIGHT PERSPECTIVE 8 155'-8"51'-10"P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 P1 PLAN 2 GARAGE PLAN 1 GARAGE P2 AC AC AC AC AC 1 A1.8.80 155'-8"51'-10"P1 P2 P1 P2 P1 P2 P1 P2 P1 P2 1 A1.8.80 LEVEL 2 LEVEL 1 Fire Command Center / Fire Riser Room Electric Meters Gas Meters 0 4 8 16 32 FEET NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 N8 - 10 PLEX A1.8.63BUILDING 10 PLEX - BUILDING PLANS 51'-10"155'-8" P2 P2 P2 P2P2 AC AC AC AC AC 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 122 : 122 : 122 : 12 1 A1.8.8028'-8 1/2"P2 P2 P2 P2P2 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 12 1 A1.8.80 LEVEL 4 LEVEL 3 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N8 - 10 PLEX A1.8.64BUILDING 10 PLEX - BUILDING PLANS 155'-8" 4 1/8 : 12 4 1/8 : 12 2 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 122 : 122 : 12 2 : 12 2 : 12 2 : 12 2 : 122 : 12 2 : 12 ROOF NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 4 8 16 32 FEET N8 - 10 PLEX_A A1.8.65BUILDING 10 PLEX - BUILDING PLANS Roof Legend: 1.Roof below over 1st floor 2.Roof below over 2nd floor 3.Roof below over 3rd floor 2 HOUR FIRE WALL SOLAR READY ZONE MINIMUM 15 % OF TOTAL ROOF AREA SEE A 1.8.13 FOR MORE INFO 3 3 2 3 2 3 2 3 2 3 32 2 3 2HR FIRE WALL TYP.SOLAR READY ZONE TYP. 31'-0"51'-10"up up up line of flr. above storage (200 c.f.) Tankless W.H. Tankless W.H. recyclerecycle trashtrashopt. compost opt. compost 2-Car Garage 20'-0" x 20'-0" Bedroom 3 11'-6" x 12'-0" Entry Bath 3 Tandem Garage 10'-0" x 40'-0" entry dr. above storage (200 c.f.) Patio 9'-4" x 7'-6" 72 s.f. stair treads above P1 P2 AC3'-0" dr.Flush Threshold @ acessible 3' door 3'-0" dr. 3'- 0 " d r .3'-0" dr.opt. m.c. 3'-0" dr. Flush Threshold @ acessible 3' door Flush Threshold @ acessible 3' door51'-2"31'-0" dn coats Owner's Bath Owner's Bedroom 13'-0" x 16'-6" Bedroom 2 10'-0" x 12'-0" Bath 2 Kitchen media wall P WIC 14'-10" l.f. opt. dr. Laund. 42" x 42" seat Open to Below Entry F.A.U. 36" x 48" Dining 13'-0" x 10'-0" Great Room 17'-6" x 13'-0" Deck 9'-4" x 6'-6" 61 s.f. dn dn up P1 P2 opt. m.c. NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 LEVEL 2 LEVEL 1 N8 - PLANS 1 & 2 PLANS 1 & 2 - FLOOR PLANS 0 2 4 8 16 FEET Plan 1 (accessible) 3 Bedrooms 3 Baths 1,568 N.S.F. 463 S.F. Garage A1.8.70 Plan 2 3 Bedrooms 3 Baths 2,213 N.S.F. 448 S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 TOTAL PATH OF TRAVEL : 121.7' LEVEL 1 @END UNITS LEVEL 2 @END UNITS 31'-0" dn up Bedroom 2 13'-4" x 14'-3" Home Mgmt.Kitchen pantry Great Room 22'-4" x 15'-0" media wall Deck 15'-8" x 7'-6" 117 s.f. Bath 2 opt. shutters opt. m.c. WIC 15'-9" l.f.51'-4"P2 WIC 9'-0" l.f. AC 31'-0"28'-2 1/2"opt. dr. Owner's Bedroom 13'-11" x 17'-10" Owner's Bath low linen Bedroom 3 12'-0" x 11'-0" Bath 3 WIC 20'-9" l.f. Laund. 68" x 42" linen opt. m.c. dn P2 NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 LEVEL 4 LEVEL 3 0 2 4 8 16 FEET Plan 2 3 Bedrooms 3.5 Baths 2,213 N.S.F. 448 S.F. Garage A1.8.71 N8 - PLANS 1 & 2 PLANS 1 & 2 - FLOOR PLANS LEVEL 3 @END UNITS LEVEL 4 @END UNITS 58'-2"31'-5" Tankless W.H. Tankless W.H. recycle trash opt. compost 2-Car Garage 20'-0" x 20'-0" Bedroom 3 11'-8" x 10'-2" Bath 3 Tandem Garage 10'-3" x 40'-0" entry dr. above storage up up up coats Hall recycle trash opt. compost Entry coats Patio 22'-5" x 6'-0" 134 s.f. drop zone opt. m.c. P3 P4 AC FlushThreshold@ acessible3' door 3'-0" dr.3'-0" dr.3'-0" dr.3'-0" dr.opt. 3'-0" dr. FlushThreshold @ acessible3' door stor. above 77 c.f. storage 121 c.f. stor. above 80 c.f. storage 144 c.f.58'-2"19'-6"11'-11" 31'-5" dn Owner's Bedroom 13'-0" x 15'-1" Bedroom 2 11'-9" x 11'-3" Bath 2 media wall WIC 14'-10" l.f. opt. dr. Hall Laund. 42" x 68" F.A.U. 42" x 42" dn Entry Kitchen Dining 16'-4" x 11'-6" Great Room 18'-0" x 16'-5" Owner's Bath low linen pantry Deck 22'-5" x 6'-0" 134 s.f. niche opt. linen seat WIC 6'-1" l.f. opt. m.c. up dn P3 P4 A1.8.72 NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 LEVEL 2 LEVEL 1 N8 - PLANS 3 & 4 PLANS 3 & 4 - FLOOR PLANS 0 2 4 8 16 FEET Plan 3 (accessible) 3 Bedrooms 3 Baths 1807 N.S.F. 453S.F. Garage Accessible 1st Floor where occurs per CBC 1102 A.3 Plan 4 4 Bedrooms 3 Baths 2,571 N.S.F. 503 S.F. Garage TOTAL PATH OF TRAVEL : 123.9'LEVEL 1 @ END UNITS occurs bldg.21,28,29, & 30 LEVEL 1 @ END UNITS occurs bldg.16,17,18,19, & 20 LEVEL 2 @ END UNITS occurs bldg.21,28,29, & 30 LEVEL 2 @ END UNITS occurs bldg.16,17,18,19, & 20 occurs bldg.27 occurs bldg.27 occurs bldg.27 occurs bldg.27 19'-6"11'-11" 31'-5"58'-2"ac Bedroom 3 12'-4" x 12'-0" Bedroom 2 12'-3" x 18'-7" WIC 19'-3" l.f. Laund. 66" x 42" Bath 2 Kitchen Great Room 22'-4" x 15'-0" media wall Deck 22'-3" x 6'-0" 133 s.f. pantry Dining 16'-4" x 12'-0" storage opt. sink opt. m.c. dn up P4 low linen/ opt. uppers 27'-6 1/2"31'-5" dn opt. dr. Owner's Bedroom 15'-0" x 14'-0" Owner's Bath Bedroom 4 13'-5" x 11'-0" Bath 3 WIC 23'-4" l.f. low linen seat opt. m.c. P4 LEVEL 4 LEVEL 3 0 2 4 8 16 FEET A1.8.73 N8 - PLANS 3 & 4 PLANS 3 & 4 - FLOOR PLANS Plan 4 4 Bedrooms 3 Baths 2,571 N.S.F. 517 S.F. Garage NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 LEVEL 3 @ END UNITS occurs bldg.21,28,29, & 30 LEVEL 3 @ END UNITS occurs bldg.16,17,18,19, & 20 LEVEL 4 @ END UNITS occurs bldg.21,28,29, & 30 LEVEL 4 @ END UNITS occurs bldg.16,17,18,19, & 20 occurs bldg.27 occurs bldg.27 occurs bldg.27 occurs bldg.27 31'-5" Tankless W.H. Tankless W.H. recycle trash opt. compost 2-Car Garage 20'-0" x 20'-0" Bath 3 Tandem Garage 10'-3" x 40'-0" entry dr. above storage up up up coats Hall recycle trash opt. compost Entry coats Bedroom 3 13'-5" x 10'-6" drop zone opt. m.c.62'-6"39'-2 1/2"Patio P3-ALT P4-ALT AC FlushThreshold@ acessible3' door 3'-0" dr. 3'-0" dr.3'-0" dr.3'- 0 " d r . 3'- 0 " d r . 3'-0" dr. stor. above 77 c.f. storage 121 c.f. stor. above 80 c.f. storage 144 c.f. 19'-6"11'-11" 31'-5" dn Owner's Bedroom 13'-0" x 15'-1" Bedroom 2 11'-9" x 11'-3" Bath 2 WIC 18'-4" l.f. opt. dr. Hall Laund. 42" x 68" F.A.U. 42" x 42" dn Entry Kitchen Dining 16'-4" x 11'-6" Great Room 18'-9" x 29'-5" Owner's Bath low linen pantry Deck 18'-5" x 6'-0" 110 s.f. niche opt. linen seat WIC 6'-5" l.f. opt. m.c. up dn62'-6"media wall P3-ALT P4-ALT LEVEL 2 LEVEL 1 0 2 4 8 16 FEET N8 - PLANS 3 & 4_ALT PLANS 3 & 4_ALT- FLOOR PLANS A1.8.74 Plan 3-ALT (accessible) 3 Bedrooms 3 Baths 2,148 N.S.F. 453 S.F. Garage Plan 4-ALT 4 Bedrooms 3 Baths 2,728 N.S.F. 503 S.F. Garage NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 Accessible 1st Floor where occurs per CBC 1102 A.3 TOTAL PATH OF TRAVEL : 123.9' 19'-6"11'-11" 31'-5" low linen Bedroom 3 12'-4" x 12'-0" Bedroom 2 12'-3" x 18'-7" WIC 19'-3" l.f. Laund. 66" x 42" Bath 2 Kitchen Great Room 18'-9" x 24'-9" media wall Deck 18'-5" x 6'-0" 110 s.f. pantry Dining 16'-4" x 12'-0" storage opt. sink opt. m.c. dn up 62'-6"P4-ALT AC31'-5" dn opt. dr. Owner's Bedroom 15'-0" x 14'-0" Owner's Bath Bedroom 4 13'-5" x 11'-0" Bath 3 WIC 23'-4" l.f.low linen seat opt. m.c.27'-6 1/2"P4-ALT LEVEL 4 LEVEL 3 0 2 4 8 16 FEET N8 - PLANS 3 & 4_ALT PLANS 3 & 4_ALT- FLOOR PLANS A1.8.75 Plan 4-ALT 4 Bedrooms 3 Baths 2,728 N.S.F. 517 S.F. Garage NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 Tankless W.H. Tankless W.H. storage (200 c.f.) coats recycle trashopt. compost coats 2-Car Garage 20'-4" x 20'-0" 2-Car Garage 20'-4" x 20'-0" meters Entry up Entry recycle trashopt. compost wall below 21'-2"27'-9"2"30'-9"58'-8"up storage (200 c.f.) P5 P6 AC AC Kitchen dn 17R up 17R Great Room 20'-4" x 13'-0" media wall Deck 5'-0" x 13'-1" 63 s.f. walk-in pantry / opt. pdr. Deck 5'-0" x 13'-1" 63 s.f. low linen Kitchen dn up media wall walk-in pantry / opt. pdr. low linen Opt. Home Mgmt. Opt. Home Mgmt. 21'-2"30'-9"2"30'-9"61'-8"P5 P6 Great Room 20'-4" x 13'-0" LEVEL 2 LEVEL 1 N8 - PLANS 5 & 6 0 2 4 8 16 FEET024816FEET PLANS 5 & 6 - FLOOR PLANS A1.8.76 Plan 5 3 Bedrooms 2 Baths 1,657 N.S.F. 490 S.F. Garage Plan 6 3 Bedrooms 2 Baths 1,657 N.S.F. 490 S.F. Garage NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 TOTAL PATH OF TRAVEL : 124.2' Bedroom 3 10'-0" x 11'-0" Bedroom 2 10'-0" x 11'-0" Laund. 42" x 42" Bath 2 Bedroom 3 10'-0" x 11'-0" Bedroom 2 10'-0" x 11'-0" dn up Laund. 42" x 42" opt. sink Bath 2 opt. sink opt. m.c. opt. m.c. 21'-2"4'-5"26'-4"2"26'-4"57'-3"dn up P5 P6opt. dr. Owner's Bedroom 15'-0" x 13'-6" Owner's Bath WIC 17'-6" l.f. low linen seat opt. dr. Owner's Bedroom 15'-0" x 13'-6" Owner's Bath dn WIC 17'-6" l.f. Open to Below low linen seat 21'-2"26'-4"2"26'-4"52'-10"dn Open to Below P5 P6 LEVEL 4 LEVEL 3 0 2 4 8 16 FEET A1.8.77 N8 - PLANS 5 & 6 PLANS 5 & 6 - FLOOR PLANS NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 Plan 5 3 Bedrooms 2 Baths 1,657 N.S.F. 490 S.F. Garage Plan 6 3 Bedrooms 2 Baths 1,657 N.S.F. 490 S.F. Garage Plan 2 - Private Garage T.O. PLT. T.O. FLR. SHTNG. T.O. FLR. SHTNG.9'-1"± 1'-3"9'-1"± 1'-3"T.O. PLT.9'-1"± 1'-3"9'-1"T.O. SLAB (FF) T.O. FLR. SHTNG. T.O. PLT. T.O. PLT.± 47'-3"6'-6" Plan 1 - Living Space Fire Rated Assembly, between dwelling units. Plan 2 - Living Space Plan 2 - Living Space 4 1/8 12 2 12 Private Balcony 8"2 12 4 1/8 12 N8 - BUILDING SECTIONS BUILDING SECTION (typ.)A1.8.80 NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA Key Map n.t.s. OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16 POTENTIAL SOLAR READY ZONE TYP. N8 - STREET SCENE ARCHITECTURAL DETAILS A1.8.90 NEIGHBORHOOD 7/8 FEETBOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 0 2 4 8 16P1& P2 -FRONT RIGHT CORNERP5 & P6_ALT -FRONT LEFT CORNER CORNICE METAL BALCONY ADDRESS NUMBER LIGHT FIXTURE CORBELS METAL AWNING STUCCO STUCCO METAL GARAGE DOOR COMPOSITION SHINGLE ROOF METAL RAILING W / PERFORATED METAL PANEL CORNER WINDOW STUCCO CEMENTITIOUS PANEL CEMENTITIOUS LAP SIDING CORNICE 1 CORNICE 3CORNICE 2 PERFORATED METAL PANEL NEIGHBORHOOD 7/8BOULEVARDphase 2DUBLIN, CALIFORNIA OVERALL N7 N8 SKYLINE BROADWAY N8 N7 SCHEME 1 SW 6117 SMOKEY TOPAZ SW 7630 RAISIN SW 6117 SMOKEY TOPAZ SW 6034 ARRESTING AUBURN SW 6159 HIGH TEA SCHEME 2 SCHEME 3 STUCCO BODY 1 SW 7047 PORPOISE COLOR AND MATERIALS N8 - COLOR & MATERIALS A1.8.91 ACCENT MATERIAL METAL AWNING/ RAILING ENTRY DOOR SW 6117 SMOKEY TOPAZ SW 6087 TRUSTY TAN SW 6136 HARMONIC TAN SW 7010 WHITE DUCK STUCCO BODY 2 SW 6087 TRUSTY TAN SW 6151 QUIVER TAN SW 6156 RAMIE STUCCO BODY 3 SW 7047 PORPOISE SW 7048 URBANE BRONZE SW 6159 HIGH TEA STUCCO BODY 4 SW 6034 ARRESTING AUBURN SW 6034 ARRESTING AUBURN SW 7048 URBANE BRONZE ROOF MATERIAL CEMENTITIOUS LAP/PANEL SW 7048 URBANE BRONZE SW 6167 GARDEN GATE SCHEME 4 SW 6097 STURDY BROWN SW 6097 STURDY BROWN SW 6120 BELIEVABLE BUFF SW 2803 ROOKWOOD TERRA COTTA COMPOSITE SHINGLE SW 6034 ARRESTING AUBURN SW 7048 URBANE BRONZE SW 7048 URBANE BRONZE SW 7048 URBANE BRONZE SW 7010 WHITE DUCK SW 7010 WHITE DUCK SW 7010 WHITE DUCK COMPOSITE SHINGLE COMPOSITE SHINGLE COMPOSITE SHINGLE BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNING NH16 NH9 L2.1 0’200’400’800’ SITE PLAN NEIGHBORHOOD 9&16 CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FCANAL 2TRAILSEE SHEET C.2.3 FORSECTION DETAILSNEIGHBORHOOD 16NEIGHBORHOOD 9CDDBBBAAFEEEFFFFEFFE(PHASE 3)(PHASE 2)GAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120NEIGHBORHOOD 9 (PHASE 2) & 16 (PHASE 3)SITE SUMMARYTOTAL ACRES:5.95± ACNH 9 UNIT COUNT:48 UNITSNH 16 UNIT COUNT:48 UNITSTOTAL UNITS:96 UNITSDENSITY:16.1 du/ACC.2.1.1SITE PLAN CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FNPCANAL 2TRAILEDBACFPHASE 2/3 LIMITSSECTION A-AB/C5' S/W0.5'F/CCURB &GUTTERNTSSTREET G10'INTERIM L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCESTREET GSECTION B-BB/C6' S/W0.5'F/CCURB &GUTTERNTSSTREET H3'L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCESTREET H18'PARKING STALLINTERIMLANDSCAPESECTION C-CB/C5' L/S0.5'F/CINTERIMCURBNTSSTREET H10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCESTREET HB/C5' S/W0.5'F/CCURB &GUTTER10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCESTREET HSECTION D-DNTSSTREET H3'L/SINTERIMLANDSCAPESECTION E-E4'S/WNTSPASEO4'L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCEPASEOWALKWAYSECTION F-FIMPROVEMENTSNTSGALENA STREET5'±L/S10'EXISTINGGROUNDARMY FENCEINTERIMDEVELOPERWOOD FENCEGALENA STINTERIMTEMPORARYLANDSCAPEEND OF STREETAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.1.2SITE PLANINTERIM CONDITION APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.2LAND USE SUMMARY SECTION D-D17' PUE, PAE, DSRSD, EVAEGARAGE FLR.GARAGE FLR.3' DWYMINROLLED CURBROLLED CURB WITHSPILL GUTTER3' DWYMINP/LP/LSECTION C-C23' PUE, PAE, DSRSD, EVAE22'5' S/WF/CF/CB/CB/C5' S/WSPILL TYPECURBSECTION A-ASECTION B-BGARAGE FLR.B/C6' S/W42' PUE, PAE, DSRSD, EVAE8.5'0.5'18'PARKING (15' COMPACT)24' TRAVEL WAYS5' S/W3.5'F/CCURB &GUTTERROLLED CURB WITHSPILL GUTTER23' PUE, PAE, DSRSD, EVAEGARAGE FLR.GARAGE FLR.3' DWYMINROLLED CURBROLLED CURB WITHSPILL GUTTER3' DWYMINP/LP/L22' TRAVEL WAYSF/CF/C0.5'0.5'0.5'16'0.5'F/CCURB &GUTTER0.5'0.5'F/CB/C0.5'F/CNTSCOURTS F AND GNTSSTREET HNTSSTREET GNTSPRIVATE ALLEY5'PUE5'PUEP/LP/LP/LP/L27' PUE, PAE, DSRSD, EVAE26' TRAVEL WAY0.5'GARAGE FLR.GARAGE FLR.0.5'3' DWYMINFLUSH CURBROLLED CURB3' DWYMINP/LP/LF/CF/CSECTION E-ENTSMOTORCOURTSSECTION F-FNTSMOTORCOURTS27' PUE, PAE, DSRSD, EVAE26' TRAVEL WAY0.5'GARAGE FLR.GARAGE FLR.0.5'3' DWYMINROLLED CURB3' DWYMINF/CF/CC/LROLLED CURB13'13'P/LP/LP/L10' MIN12' TRAIL13' BUFFER(RIPARIAN PLANTING)EX 30' STREET EASEMENTEX R/WALAMEDA COUNTY ZONE 7 PARCEL24.5'EX TOPOF BANKEX CURBANDGUTTEREXISTING ARNOLD ROADAC TRAILEX GROUNDZONE 7 ACCESSEASEMENT3:1 SLOPE3:1 SLOPEBUILDING FACE EX CANAL 2PROPOSED R/WNEIGHBORHOODS 19/16LANDSCAPEHOA PARCEL12' TRAIL ANDLANDSCAPE AREAHOA MAINTAINEDRIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNELPARCEL AND WITHIN THE BUFFER AREAS SHALL BESUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BEDETAILED ON LANDSCAPE PLANS BY GATESASSOCIATES/CARDNO)**SECTION G-GNTSCANAL 2APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.3STREET SECTIONSNOTE: SEE SHEET C.2.1.1 FOR CROSSSECTION LINES CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FCANAL 2TRAIL58005600540059005700APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.4ADDRESS PLAN CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FNPCANAL 2TRAILAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120LEGEND ON-SITE GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NPPARKING SUMMARYREQUIRED PARKING: 2 COVERED SPACES + 1 GUEST SPACE/UNIT288 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES 192ON-SITE GUEST PARKING SPACES71GUEST PARKING SPACES ON PUBLIC STREET27TOTAL PARKING SPACES:290 SPACES (3.02 SPACES/UNIT)ACCESSIBLE SPACES (5% OF ON-SITE PARKING SPACES):4 (2 VAN ACCESSIBLE)COMPACT PARKING SPACES (35% OF ONSITE ALLOWED):14 (14%)EV GUEST PARKING STALLS(3% OF ON-SITE GUEST STALLS REQUIRED): 4 (2 ACCESSIBLE STALLS)NOTE:ELECTRIC VEHICLE CHARGING STATION SERVICES 2 PARKING SPACES, WITH ONE OF THOSESPACES BEING ACCESSIBLE.C.2.5.1ULTIMATEPLAN GUEST PARKING SPACE ON PUBLIC STREETS PROPOSED EV CHARGING STATION* VAN ACCESSIBLE STALL LOCATION** CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FNPCANAL 2TRAIL*APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120NEIGHBORHOOD 9 - 48 UNITS (PHASE 2) PARKING SUMMARYREQUIRED PARKING: 2 COVERED SPACES + 1 GUEST SPACE/UNIT144 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES 96RESIDENTIAL ON-SITE PARKING SPACES37GUEST PARKING SPACES ON PUBLIC STREET14TOTAL PARKING SPACES:147 SPACES (3.06 SPACES/UNIT)ACCESSIBLE SPACES(5% OF ONSITE PARKING SPACES):2 (1 VAN ACCESSIBLE)COMPACT PARKING SPACES (35% OF ONSITE ALLOWED):14 (14%)EV GUEST PARKING SPACES(3% OF ON-SITE GUEST SPACES REQUIRED): 2 (1 ACCESSIBLE)NOTE:ELECTRIC VEHICLE CHARGING STATION SERVICES 2 PARKING SPACES, WITH ONE OF THOSESPACES BEING ACCESSIBLE.C.2.5.2PARKING PLANINTERIMLEGEND ON-SITE GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP GUEST PARKING SPACE ON PUBLIC STREETS PROPOSED EV CHARGING STATION* VAN ACCESSIBLE STALL LOCATION GALENA STREETARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FCANAL 2TRAILCCCCCCCCCCCCCCCAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.6PLANTRASH PICKUPNOTE: ALL STREETS ARE PRIVATE.TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVES INTHE MOTORCOURTS.LEGENDTRASH SERVICES ROUTETRASH BIN PICKUP LOCATION FOR NEIGHBORHOODS 9/16 CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FMPROVIDE GANG MAILBOXESFOR NH 9 & 16CANAL 2TRAILAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.7PLANMAILBOX LOCATIONLEGENDPRELIMINARY MAILBOX LOCATION(FINAL LOCATION SUBJECT TOUSPS APPROVAL)M CCCCCCCCCCCCCCCFHFHFHGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FFHFHFHFHFHHAMMERHEADTURNAROUNDCANAL 2TRAILFIRE TRUCK ACCESSFROM GALENA STREETAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120PROPOSED FIRE HYDRANT(FH)HOSE PULL DISTANCE (200' MAX)LEGENDFIRE DEPARTMENT ACCESS ROUTENOTE:1.PROPOSED BUILDINGS CONTAIN A 3rd STORY ELEMENT WITH AN EAVE HEIGHTOF 30' OR LESS.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 20'-26'.C.2.8.1FIRE ACCESS PLANFHULTIMATEFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS CCCCCCCCCCCCCCCFHFHGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FFHFHFHHAMMERHEADTURNAROUNDCANAL 2FIRE TRUCK ACCESSFROM GALENA STREETCOURT GCOURT FAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.8.2FIRE ACCESS PLANINTERIMPROPOSED FIRE HYDRANT(FH)HOSE PULL DISTANCE (200' MAX)LEGENDFIRE DEPARTMENT ACCESS ROUTENOTE:1.PROPOSED BUILDINGS CONTAIN A 3rd STORY ELEMENT WITH AN EAVE HEIGHTOF 30' OR LESS.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 20'-26'.FHFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT F250'CANAL 2TRAILAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.9SIGHT DISTANCEPLAN CCCCCCCCCCCCCCCGALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT F*CANAL 2*********TRAILCROSSWALKS (TYP.) ARECONCEPTUAL AND WILL BEFINALIZED IN DESIGN**************APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.10PLANACCESSIBILITYLEGEND:ACCESSIBLE PARKING SPACESACCESSIBLE UNITS (20)*ACCESSIBLE PATH TO/FROMACCESSIBLE STALL AND PUBLIC R.O.W.TO ACCESSIBLE UNIT*DOUBLE DISABLED PARKING STALLSPARKINGNO*ACCESSIBLE UNITS ARE SINGLE LEVEL FLATS ON THE GROUNDFLOOR. PER 2016 CBC SECTION 1104A, ALL GROUND FLOORDWELLING UNITS SHALL BE ADAPTABLE AND ON AN ACCESSIBLE ROUTE. GALENA STREETHORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP HCOURT GCOURT FCANAL 2TRAILCCCCCCCCCCCCCCCAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLDOWNINGNEIGHBORHOODS 9 & 1604080FEET120C.2.11RESPONSIBILITY PLANMAINTENANCELEGENDOPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)COURTS & PRIVATE DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDPUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)CANAL 2 - ZONE 7 MAINTAINED BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNING Quercus virginiana Southern Live Oak Platanus acerifolia London Plane Tree Celtis sinensis Chinese Hackberry Carpinus betulus ‘Fastigiata’ European Hornbeam LEGEND L2.2 0’50’100’200’ STREET TREES NEIGHBORHOOD 9&16ARNOLD ROADHORIZON PARKWAY CENTRAL PARKWAY BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNINGARNOLD ROADHORIZON PARKWAY CENTRAL PARKWAY Stone Veneer: TBD Cap 3’ HT LOW VENEER WALL Location: Central Parkway Frontage 3’-0”3’-4” 42” HT LOW THEME WALL Location: Horizon Parkway Frontage 42” 16’-0” Board Form Concrete Column Modular Metal Fence Panel Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A Stucco Color: ZINC DUST KM4903 KELLY MOORE PATIO WALL AND GATE Location: Patios Along Trail L2.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 9&16 Gate Concrete Column with Light Horizontal Wood Panels GALENA STREET42” Height Low Theme Wall 3’ Low Veneer Wall Patio Wall and Gate Note: 1. All Walls and Fences to be located outside of the PSE 2. The height of walls, gates, signs, monuments, pilasters and any other architectural and landscape features shall be kept below 30” inside the intersection visibility zone. These zones shall be determined by the city traffic engineer LEGEND BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNING L2.4 0’8’16’32’ TYPICAL NEIGHBORHOOD 9&16 PSE (Public Service Easement) Patio Wall Evergreen Shrubs at Building Sidewalk Columnar Trees Patio Wall Accent Paving Bands in MotorcourtPATIOPATIO Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metalic PATIO AC Trail BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNING L2.5 0’8’16’32’ TYPICAL PASEO NEIGHBORHOOD 9&16 PSE (Public Service Easement) Patio Wall Columnar TreesSeat Wall Accent Trees at Paseo Entry Patio Wall Accent Paving Accent Paving Shade Tree PATIOPATIOPATIO PATIO PATIO PATIO AC Trail Accent Paving Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metalic BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNING L2.6 0’10’20’40’ CANAL INTERFACE NEIGHBORHOOD 9&16 ARNOLD ROAD ARNOLD ROAD CENTRAL PARKWAYHORIZON PARKWAY25’ Setback - Zone 7 Canal Treatment by Others 25’ Setback - Zone 7 Canal Treatment by Others MATCHLINE - SEE ABOVE RIGHTMATCHLINE - SEE BELOW LEFTA SECTION A MULTI-USE TRAIL AT CANAL 2 NTS BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNING L2.7 INTERIM SECTIONS NEIGHBORHOOD 9&16 E B D SECTION B STREET G NTS SECTION C STREET H NTS SECTION D STREET H NTS SECTION E STREET H NTS C BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL DOWNING L2.8 INTERIM SECTIONS NEIGHBORHOOD 9&16 F SECTION F PASEO NTS INTERIM PLANTING CONDITIONS Solid Wood Fence by Builders Army Fence Temporary Trees and Screen Shrubs at end of Street Temporary Trees and Screen Shrubs at end of Street UP 17 R GARAGE204204X9'-1" CLG.ENTRY9'-1" CLG.327 CU. FT.STORAGEISLAND SINKABOVEUTILITIES PLAN 2A/CPLAN 3A/CTANKLESSW/HUP 17 R ENTRY9'-1" CLG.GARAGE205206X9'-1" CLG.129 CU. FT.STORAGEHIGH GLASSHIGH GLASSHIGH GLASSTANKLESSW/HTANKLESSW/HSTORAGEUP17 RENTRYVOLUME CLG.GARAGE230206X9'-1" CLG.173 CU. FT. STORAGE 75'-6"130'-0"48" x 48"OWNER'SBATH9'-1" CLG.OWNER'SSUITE1661210X9'-1" CLG.WALK-INCLOSET18 L.F.GARAGE202204X9'-1" CLG.REF.D.W.KITCHEN9'-1" CLG.DINING114132X9'-1" CLG.GREATROOM170146X9'-1" CLG.BEDROOM 3110114X9'-1" CLG.BA. 29'-1" CLG.BEDROOM 2110120X9'-1" CLG.PORCH9'-1" CLG.W.D.PAN.F.A.U.2106821068 2106821068 3080 21080 21068200 CU. FT. STORAGEPLAN 4A/C210682106821068SEATPLAN 1A/CALT. PLAN1 A/CALT. PLAN4 A/CDASHED LINES INDICATEALTERNATE A/C PADLOCATIONS AT BUILDING4, 10, AND 12.TANKLESSW/H33'-0"PLAN 11'-6"2'-0"PLAN 4PLAN 3PLAN 2NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH128 SQ. FT.STORAGE200 CU. FT.2 - CAR GARAGE490 SQ. FT.TOTAL1,619 SQ. FT.1ST FLOOR1,619 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2 BATHS1,619 SQ. FT.PLAN 1NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH38 SQ. FT.STORAGE327 CU. FT.2 - CAR GARAGE495 SQ. FT.TOTAL1,908 SQ. FT.3RD FLOOR1,148 SQ. FT.2ND FLOOR589 SQ. FT.1ST FLOOR171 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS1,908 SQ. FT.PLAN 2NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH28 SQ. FT.STORAGE213 CU. FT.2 - CAR GARAGE484 SQ. FT.TOTAL2,117 SQ. FT.3RD FLOOR1,028 SQ. FT.2ND FLOOR983 SQ. FT.1ST FLOOR106 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 3 BATHS2,117 SQ. FT.PLAN 3NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH26 SQ. FT.STORAGE283 CU. FT.2 - CAR GARAGE490 SQ. FT.TOTAL2,472 SQ. FT.3RD FLOOR723 SQ. FT.2ND FLOOR1,592 SQ. FT.1ST FLOOR157 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 3 BATHS2,472 SQ. FT.PLAN 40 8416 PLAN 2PLAN 3PLAN 4SEAT KITCHEN9'-1" CLG.LAU.9'-1" CLG.BA. 29'-1" CLG.OWNER'SBATH9'-1" CLG.OWNER'SSUITE1391410X9'-1" CLG.WALK-INCLOSET22 L.F.BEDROOM 4110108X9'-1" CLG.GREATROOM162162X9'-1" CLG.DINING170118X9'-1" CLG.REF.D.W.W.D.LINEN OPEN TOBELOWDN 17 RWALK-INPANTRY9'-1" CLG.DECK9'-1" CLG.42" x 60"UP17 R110 CU. FT. STORAGE HIGH GLASSHIGH GLASS HIGH GLASSGREATROOM140152X9'-1" CLG.KITCHEN9'-1" CLG.DINING9'-1" CLG.DECK9'-1" CLG.D.W.REF.UP 17 R DN 17 R PDR.9'-1" CLG.WALK-INPANTRY9'-1" CLG.REF.D.W.UP 17 RDN17 RBEDROOM 3138110X9'-1" CLG.BA. 39'-1" CLG.KITCHEN9'-1" CLG.GREATROOM250170X9'-1" CLG.DINING9'-1" CLG.DECKWALK-INPANTRY9'-1" CLG.84 CU. FT. STORAGE 0 8416 PLAN 2PLAN 4PLAN 3BA. 38'-6" CLG.DN17 RBEDROOM 2138116X8'-6" CLG.OPT.BEDROOM 3116126X8'-6" CLG.LOFT160128X8'-6" CLG.LINEN HIGH GLASS 9'-1" CLG.F.A.U.ABOVEBA. 28'-6" CLG.OWNER'SBATH8'-6" CLG.OWNER'SSUITE162140X8'-6" CLG.SEATLOWLINENDN 17 R W.D.42" x 60"BEDROOM 3108118X8'-6" CLG.LAU.8'-6" CLG.LINENLINENWALK-INCLOSET18 L.F.BEDROOM 2118108X8'-6" CLG.OPT.9'-1" CLG.F.A.U.ABOVEOPENTOBELOWBA. 28'-6" CLG.OWNER'SBATH8'-6" CLG.OWNER'SSUITE140144X8'-6" CLG.WALK-INCLOSET18 L.F.BEDROOM 2132110X8'-6" CLG.DN17 RLOFT106144X8'-6" CLG.SEAT48" x 48"LAU.8'-6" CLG.W.D.LINEN9'-1" CLG.HIGH GLASS F.A.U.ABOVE0 8416 48" x 48"OWNER'SBATH9'-1" CLG.OWNER'SSUITE1661210X9'-1" CLG.GARAGE202204X9'-1" CLG.REF.D.W.KITCHEN9'-1" CLG.DINING114132X9'-1" CLG.GREATROOM170146X9'-1" CLG.BEDROOM 3110114X9'-1" CLG.BA. 29'-1" CLG.BEDROOM 2110120X9'-1" CLG.PORCH9'-1" CLG.W.D.PAN.F.A.U.2106821068 2106821068 3080 21080 21068200 CU. FT.STORAGEPLAN 4A/C210682106821068SEATPLAN 1A/CALT. PLAN1 A/CALT. PLAN4 A/CDASHED LINES INDICATEALTERNATE A/C PADLOCATIONS AT BUILDING4, 10, AND 12.TANKLESSW/H1'-6"MIN.2'-0"MIN.1'-8"1'-6" MIN. 1'-6" MIN.1'-6"MIN.2'-10"1'-6"MIN.1'-6"MIN.1'-6"MIN.1'-0"MIN.3'-0" 3'-0" 3'-0"ACCESSIBLETHRESHOLDACCESSIBLETHRESHOLDPLAN 11'-6"MIN.0 482 ROOF PLANPITCH: 3.5:12 U.N.ORAKE: TIGHTEAVE: 24" or TIGHTROOF MATERIAL: COMPOSITION SHINGLE / STANDING SEAM METAL ACCENTS2:122:122:12 2:12 2:122:122:122:12 2:12 2:12 2:122:12 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONAREA 1594 SQ. FT.AREA 7436 SQ. FT.AREA 1494 SQ. FT.AREA 6436 SQ. FT.AREA 1329 SQ. FT.AREA 5394 SQ. FT.AREA 1229 SQ. FT.AREA 4554 SQ. FT.AREA 1135 SQ. FT.AREA 3562 SQ. FT.AREA 1035 SQ. FT.AREA 23,546 SQ. FT.AREA 957 SQ. FT.AREA 13,546 SQ. FT.AREA 857 SQ. FT.9906 SQ. FT.SOLAR READY ANALYSIS 2'-0"TYP. O.H.COMPOSITESHINGLEROOFINGSTUCCO O/FOAM FRIEZETRIM3"3"STUCCO O/FOAM TRIMWINDOW(PER MANUF.)3"3"CEMENTITIOUSTRIM BOARD8"2"VARIESRECESSEDSTUCCO HEADERTRIM6" EXTERIORCEMENTITIOUSSIDINGCEMENTITIOUSTRIM BOARDWINDOW(PER MANUF.)STANDINGSEAM METALROOFING2x4 BARGEBOARD18"18"6" EXTERIORCEMENTITIOUSSIDINGWINDOW(PER MANUF.)CEMENTITIOUSTRIM BOARDCEMENTITIOUSTRIM BOARD8"ENTRYDOOR(PER MANUF.)WINDOW(PER MANUF.)STUCCO O/FOAM TRIMRECESSED STUCCOHEADER TRIMVARIES3"8"42" MIN.1 1/2"1 1/2"SLIDING GLASSDOOR(PER MANUF.)6" METAL SLATGUARDRAILRECESSEDSTUCCO HEADERTRIMSTUCCO O/FOAM CORNICETRIMSTUCCOFINISHROOF TRUSS(BEYOND) BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY L6.1 0’200’400’800’ SITE PLAN NEIGHBORHOOD 14&15 NH14 NH15 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 CCCCCCCCCCCCIRON HORSE PARKWAY CENTRAL PARKWAYIRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT YC A N A L 2 T R A I L SEE SHEET C.6.3 FORSECTION DETAILSARNOLD ROADSEE LANDSCAPE PLANS FORMORE DETAIL ON PEDESTRIANCORRIDORCCAB BFG H H HCD EIJNEIGHBORHOOD 14NEIGHBORHOOD 15NEIGHBORHOOD 14NEIGHBORHOOD 15(PHASE 3)(PHASE 3)(PHASE 3)(PHASE 3)C.6.1APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150NEIGHBORHOOD 14 & 15 (PHASE 3)SITE SUMMARYNEIGHBORHOOD 14ACRES:4.93UNIT COUNT:102DENSITY: 20.6 DU/AC (HIGH DENSITY)NEIGHBORHOOD 15ACRES:3.78UNIT COUNT: 56DENSITY: 14.81 DU/AC (MEDIUM HIGH DENSITY)TOTAL ACRES:“$&SITE PLAN APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.2LAND USE SUMMARY SECTION D-DC/L52' PUE, PAE, DSRSD, EVAE42'5'S/W8'PARKING13'TRAVEL WAYCURB &GUTTERCURB &GUTTERP/LSECTION A-AF/C0.5'B/C5'S/W8'PARKING13'TRAVEL WAYP/LF/C0.5'B/CPUE(3' MIN)PUE(3' MIN)C/L43' PUE, PAE, DSRSD, EVAE33'5'S/W7'PARKING13'TRAVEL WAYCURB &GUTTERCURB &GUTTERP/LF/C0.5'B/C5'S/W13'TRAVEL WAYP/LF/C0.5'B/CPUE(3' MIN)PUE(3' MIN)SECTION B-BB/CC/L13'5'S/WP/L36' PUE, PAE, DSRSD, EVAECURB &GUTTERCURB &GUTTERF/C0.5'13'5'S/WP/LAC F/C0.5'B/CPUE(3' MIN)PUE(3' MIN)SECTION C-CB/CC/L13'5'S/WP/L36' PUE, PAE, DSRSD, EVAEF/C0.5'13'5'S/WP/LAC F/C0.5'B/CPUE(3' MIN)PUE(3' MIN)ROLLED CURBROLLED CURBNTSSTREET AANTSSTREET BBNTSSTREET AANTSSTREET CCSECTION G-G56' PUE, PAE, DSRSD, EVAE46'5'S/W20'PERPENDICULAR PARKING13'TRAVEL WAYP/LC/L13'TRAVEL WAYCURB &GUTTERROLLED CURB WITHSPILL GUTTERF/CF/CP/L0.5'B/C0.5'B/C5'S/WSECTION F-F25' PUE, PAE, DSRSD, EVAE24'0.5'GARAGE FLR.C/L0.5'3.5'± DWYAPRONROLLED CURB12'12'P/LP/LF/CF/C6" VERTICALCURBBUILDINGDISTANCEVARIESSECTION H-H21' PUE, PAE, DSRSD, EVAE0.5'0.5'20'3.5'FLUSH CURBGARAGE FLR.GARAGE FLR.3.5'ROLLED CURBF/CP/LF/CP/LNTSCOURT YNTSSTREET DDNTSCOURTS V, W AND XC/L44' PUE, PAE, DSRSD, EVAE34'5'13'TRAVEL WAYCURB &GUTTERCURB &GUTTERP/LF/C0.5'B/C5'13'TRAVEL WAYP/LF/C0.5'B/C6' PUE3'PUESECTION E-ENTSSTREET CCBUILDINGBUILDING8'S/WPARKINGS/WSECTION J-JNTSCANAL 2C/L43' PUE, PAE, DSRSD, EVAE33'5'7'13'TRAVEL WAYCURB &GUTTERCURB &GUTTERP/LF/C0.5'B/C5'13'TRAVEL WAYP/LF/C0.5'B/C6' PUEBUILDINGBUILDINGSECTION I-INTSSTREET BB6' PUES/WS/WPARKINGEX.TOP OF BANK78'EX.TOP OF BANK50'±(EXISTING CANAL 2)13' MIN.VARIES12' TRAIL1'MIN12' TRAIL11'+LANDSCAPE(PROPOSED)EXISTGROUNDFLOWLINEEX GROUNDPROPOSEDGROUND10'±LANDSCAPEALAMEDA COUNTY ZONE 7 PARCEL3:1 SLOPE3:1 SLOPEWETLANDBENCHZONE 7 ACCESSEASEMENTZONE 7 ACCESSBUILDING FACE BUILDING FACE PROPOSED TOP OF BANK NEIGHBORHOODS 7/8NEIGHBORHOODS 14/15P/LP/L12' TRAIL ANDLANDSCAPE AREAHOA MAINTAINED12' TRAIL ANDLANDSCAPE AREAHOA MAINTAINEDHOA PARCELHOA PARCELRIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNELPARCEL AND WITHIN THE BUFFER AREAS SHALL BESUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BEDETAILED ON LANDSCAPE PLANS BY GATESASSOCIATES/CARDNO)20' ZONE 7 ACCESS EASEMENT(RIPARIANPLANTING)**APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.3STREET SECTIONS CCCCCCCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 5500 570056005600 5400 5500IRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT YC A N A L 2 ARNOLD ROAD APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.4ADDRESS PLAN CCCCCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 IRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT YNPC A N A L 2 ARNOLD ROAD CCAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.5PARKING SUMMARYREQUIRED PARKING: NH 14(ELEVATED TOWNHOMES) -HIGH DENISITY1.5 COVERED/UNCOVERED SPACES- 15% GUEST PARKING176 SPACESNH 15 (BACKYARD TOWNHOMES) -MEDIUM HIGH DENSITY2 COVERED SPACES + 1 GUEST SPACE168 SPACESTOTAL:344 SPACESPROPOSED:NH14 -102 UNITSGARAGE RESIDENTIAL SPACES 204RESIDENTIAL ON-SITE PARKING SPACES25GUEST PARKING SPACES ON PUBLIC STREETS7NH15 - 56 UNITSGARAGE RESIDENTIAL SPACES 112RESIDENTIAL ON-SITE PARKING SPACES50GUEST PARKING SPACES ON PUBLIC STREETS7TOTAL PARKING SPACES:405 SPACESCOMPACT PARKING SPACES (35% OF ONSITE GUEST SPACES ALLOWED):9 (11%)ACCESSIBLE SPACES(5% OF ON-SITE PARKING SPACES)5 (1 VAN ACCESSIBLE)EV GUEST PARKING SPACES(3% OF ON-SITE GUEST SPACES REQUIRED): 2 (1 ACCESSIBLE)NOTE: ELECTRIC VEHICLE CHARGING STATION SERVICES 2 PARKING SPACES, WITH ONE OF THOSE STALLS BEING ACCESSIBLE.PARKING PLANLEGEND ON-SITE GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP IN-DRIVE GUEST PARKING SPACE GUEST PARKING SPACE ON PUBLIC STREETS PROPOSED EV CHARGING STATION* VAN ACCESSIBLE STALL LOCATION* CCCCCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 IRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT YC A N A L 2 ARNOLD ROAD CCAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.6PLANTRASH PICKUPLEGENDTRASH SERVICES ROUTENOTE: ALL STREETS ARE PRIVATE.-NEIGHBORHOOD 14 RESIDENTS WILL HAVE TO BRING TRASH BINS TOTHE STREET CURB FOR PICKUP.-NEIGHBORHOOD 15 RESIDENTS' TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVEWAYS.TRASH BIN PICKUP LOCATIONS CCCCCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 IRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT YPROPOSED GANG MAILBOXESLOCATION FOR NH 15MC A N A L 2M ARNOLD ROAD CCPROPOSED GANG MAILBOXESLOCATION FOR NH 14APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.7LEGENDPRELIMINARY MAILBOX LOCATION(FINAL LOCATION SUBJECT TOUSPS APPROVAL)MLOCATION PLANMAILBOX CCCCCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 IRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBCOURT V COURT W COURT X COURT YSTREET CCC A N A L 2 T R A I LFHFH FHFHFHFHFHFHFHFHFHARNOLD ROAD CCFIRE ACCESS OFFCENTRAL PKWY.FIRE ACCESS OFFIRON HORSE PKWY.APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.8PROPOSED FIRE HYDRANT(FH)HOSE PULL DISTANCE (200' MAX)LEGENDFIRE DEPARTMENT ACCESS ROUTEACCESS FOR BUILDINGS WITH EAVES UNDER 30'FHNOTE:1.PROPOSED PLAN CONTAINS BUILDINGS WITH A 4th STORY (N14-E-TOWNS) ANDBUILDINGS THAT CONTAIN A 3rd STORY POP UP (N15-BACKYARD TOWNS). THE3-STORY PRODUCT HAS AN EAVE HEIGHT OF UNDER 30'.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 26'.ACCESS FOR BUILDINGS OVER 30' WITH A 4TH STORYELEMENTFIRE ACCESS PLANFRONT DOOR (SHOWN FOR MEDICAL EMERGENCYPURPOSES)MINIMUM INSIDE TURN RADIUS CCCCCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 IRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT Y250'250' C A N A L 2 ARNOLD ROAD CCAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.9PLANSIGHT DISTANCE CCCCCCCCCCCCCC4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 IRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT YC A N A L 2****************ARNOLD ROAD CROSSWALKS (TYP.) ARECONCEPTUAL AND WILLBE FINALIZED IN DESIGNSEE LANDSCAPE PLANSFOR PASEO & WALKWAYDETAILSAPRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.10LEGENDACCESSIBLE PARKING SPACESACCESSIBLE UNITS(16 ACCESSIBLE UNITS REQUIRED)ACCESSIBLE PATH TO/FROM ACCESSIBLE STALL AND PUBLIC R.O.W.TO ACCESSIBLE UNIT*DOUBLE DISABLED PARKING STALLSPARKINGNOPLANACCESSIBILITY CCCCCIRON HORSE PARKWAY CENTRAL PARKWAYSTREET AASTREET AA STREET DD STREET BBSTREET CCCOURT V COURT W COURT X COURT Y4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 C A N A L 2 ARNOLD ROADCCCCCCCCC APRIL 11, 2017BOULEVARD phases 2-3 DUBLIN, CALIFORNIAOVERALLGRAMERCY & ABBEYNEIGHBORHOOD 14 & 15050100FEET150C.6.11LEGENDCOURTS & DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDRESPONSIBILITY PLANMAINTENANCECANAL 2 - ZONE 7 MAINTAINEDBACKYARDS - HOME OWNER MAINTAINEDOPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES)PUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL FACILITIES) BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY L6.2 0’50’100’200’ STREET TREES NEIGHBORHOOD 14&15 Quercus virginiana Southern Live Oak Platanus acerifolia London Plane Tree Celtis sinensis Chinese Hackberry Carpinus betulus ‘Fastigiata’ European Hornbeam LEGEND CENTRAL PARKWAY IRON HORSE LANE PARKWAYARNOLD ROADCANAL 02 BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY L6.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 14&15 CENTRAL PARKWAY IRON HORSE LANE PARKWAYARNOLD ROADCANAL 023’ Low Veneer Wall Notes: 1. All Walls and Fences to be located outside of the PSE. 2. The height of walls, gates, signs, monuments, pilasters and any other architectural and landscape features shall be kept below 30” inside the intersection visibility zone. These zones shall be determined by the city traffic engineer. LEGEND BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY Stucco Color: Zinc Dust Kelly Moore KM4903Cap 3’ HT LOW VENEER WALL Location: Central Parkway and Iron Horse Frontage 3’-0” 3’-4” 6’HT GOOD NEIGHBOR FENCE Location: Neighborhoods 11/12/18 rear yards, back yards and sideyards Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A 8’-0” MAX 1x6 Louver Overlap 2x4 Cap w/Dado to Receive Boards 4x4 Post D.F.P.T @ 8’ o.c. 6’HT GOOD NEIGHBOR FENCE Location: Neighborhoods 11/12/18 Interior Yards where Fencing is not Visible from the Street Location: NH15 Alley Ends intenal to site Metal Cable Rail Vine 4’ L6.4 WALLS AND FENCING NEIGHBORHOOD 14&15 4’ HT ACCENT FENCE BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY L6.5 0’8’16’32’ TYPICAL PASEO NEIGHBORHOOD 14 Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic DG Paving Seat Wall Sidewalk Accent Paving PASEO ‘A’PASEO ‘B’ Sidewalk Accent Paving BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY Water Water Water Water WaterCOSewer Sewer COSewer COCOSewer COSewer L6.6 0’8’16’32’ TYPICAL NEIGHBORHOOD 15 Columnar Tree at Building 6’HT Wood Fence Accent Planting at Corner Sidewalk Columnar Tree at Street Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic 6’ Good Neighbor Fence 6’ Horizontal Wood Fence Note: All Walls and Fences to be located outside of the PSE LEGEND AC AC AC AC AC BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY L6.7 0’8’16’32’ TYPICAL ALLEY NEIGHBORHOOD 15Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic 4’ Accent Fence Note: All Walls and Fences to be located outside of the PSE LEGEND Columnar Trees 4’ Accent Fence Street Trees Screen Shrubs at Building Accent Grasses at Alley Entry Street Trees Stamped AC at Alley Color and Pattern ‘A’ Stamped AC at Alley Color and Pattern ‘B’ Stamped AC at Driveway Aprons Color and Pattern ‘A’ Accent Shrubs at Unit Entry Pedestrian Connection BOULEVARDAPRIL 11, 2017phases 2-3Dublin, California OVERALL GRAMERCY & ABBEY L6.8 0’5’10’20’ PARK - THE DOG HOUSE NEIGHBORHOOD 14&15 Dog Park with Fencing DG Paving Park Monumentation Accent Paving Zone 7 AC Access Road 15 ABBEY14GRAMERCY9'-1"9'-1"9'-1"9'-1"45'-4"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE T.O. BLDG. FRONT ELEVATION 1/8" = 1'-0" ILLUMINATED ADDRESS SIGN 9'-1"9'-1"9'-1"9'-1"45'-4"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE T.O. BLDG. RIGHT ELEVATION 1/8" = 1'-0" OPEN ILLUMINATED ADDRESS SIGN ILLUMINATED ADDRESS SIGN 9'-1"9'-1"9'-1"9'-1"45'-4"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE T.O. BLDG. REAR ELEVATION 1/8" = 1/-0" ILLUMINATED ADDRESS SIGN ILLUMINATED ADDRESS SIGN9'-1"9'-1"9'-1"9'-1"45'-4"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE T.O. BLDG. LEFT ELEVATION 1/8" = 1'-0" OPEN 50 100 200 300 FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey E TOWNS ELEVATIONS A14.1 15 ABBEY14GRAMERCY E TOWNS RENDERED ELEVATIONS FRONT ELEVATION LEFT ELEVATION RIGHT ELEVATION REAR ELEVATION 11.21.16 RIGHT SIDE ELEVATION BOULEVARD eTOWNS| CALATLANTIC HOMES DUBLIN, CALIFORNIA 1 2 3 4 5 6 7 11.21.16 BOULEVARD eTOWNS | CALATLANTIC HOMES DUBLIN, CALIFORNIA FRONT ELEVATION LEFT SIDE ELEVATION BOULEVARD eTOWNS| CALATLANTIC HOMES DUBLIN, CALIFORNIA MATERIAL NOTES 1. COMPOSITION SHINGLE ROOF 2. STUCCO 3. PORCELAIN TILE 4. MANUFACTURED STONE VENEER 5. FIBER CEMENT TRIM BOARD 6. METAL RAILING 7. ILLUMINATED ADDRESS 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.2 15 ABBEY14GRAMERCY E TOWNS COURTYARD ELEVATIONS UNIT 2 UNIT 3 UNIT 2 UNIT 3 UNIT 2 UNIT 3 UNIT 2BALCONY 9'-1"9'-1"9'-1"9'-1"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE 45'-4"T.O. BLDG. FRONT ELEVATION - COURTYARD 1/8" = 1'-0" UNIT 1 UNIT 1 UNIT 1 UNIT 1 - GARAGEUNIT 2 UNIT 1 - GARAGE UNIT 2 UNIT 1 UNIT 1 UNIT 1 9'-1"9'-1"9'-1"9'-1"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE 45'-4"T.O. BLDG. RIGHT ELEVATION - COURTYARD 1/8" = 1'-0" OPEN UNIT 2 UNIT 2 UNIT 2 UNIT 3 UNIT 3 UNIT 3 UNIT 2BALCONY 9'-1"9'-1"9'-1"9'-1"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE 45'-4"T.O. BLDG. REAR ELEVATION 1/8" = 1'-0" UNIT 1 UNIT 1 UNIT 1 UNIT 1 - GARAGE UNIT 1 UNIT 1 UNIT 1 UNIT 1 - GARAGE9'-1"9'-1"9'-1"9'-1"T.O. PLATE FIN. FLR. FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE FIN. FLR. T.O. PLATE 45'-4"T.O. BLDG. LEFT ELEVATION - COURTYARD 1/8" = 1'-0" OPEN 50 100 200 300 FEE 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.3 15 ABBEY14GRAMERCY E TOWNS ROOF PLAN & SOLAR ZONES HATCH INDICATES AVAILABLE ROOF SURFACE AREA FOR SOLAR PANEL PLACEMENT212 SQ. FT.159 SQ. FT. 81 SQ. FT. 118 SQ. FT. 81 SQ. FT. 118 SQ. FT. 3'-0" TYP.3'-0"TYP3'-0"TYP.50 100 200 300 FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey SOLAR ZONES ROOF PLAN A14.4 15 ABBEY14GRAMERCY E TOWNS FIRST FLOOR PLAN & SECOND FLOOR PLAN OVERALL BUILDING FIRST FLOOR PLAN 1/8" = 1/-0"81'-11"78'-812" UNIT 3UNIT 1 UNIT 2 ACCESSIBLE UNIT 3UNIT 1 UNIT 2 ACCESSIBLE AC AC AC AC ACAC TANKLESS WATER HEATER 26'-11"24'-0"TANKLESS WATER HEATER TANKLESS WATER HEATER TANKLESS WATER HEATER TANKLESS WATER HEATER TANKLESS WATER HEATER ELECTRIC FIRERISERFIRE RISER GAS GAS ELECTRIC 22'-6"OVERALL BUILDING SECOND FLOOR PLAN 1/8" = 1/-0" 78'-312"80'-0"UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE SQUARE FOOTAGE UNIT 1 UNIT FLOOR AREA =1805 SQ. FT. 2-BAY GARAGE =437 SQ. FT. BALCONY =114 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. SQUARE FOOTAGE UNIT 2 (ACCESSIBLE UNIT) UNIT FLOOR AREA =2176 SQ. FT. 2-BAY GARAGE =428 SQ. FT. BALCONY =82 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. SQUARE FOOTAGE UNIT 3 UNIT FLOOR AREA =2150 SQ. FT. 2-BAY GARAGE =433 SQ. FT. BALCONY =109 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.5 15 ABBEY14GRAMERCY E TOWNS THIRD FLOOR PLAN & FOURTH FLOOR PLAN OVERALL BUILDING THIRD FLOOR PLAN 1/8" = 1/-0"84'-4"78'-7" UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE OVERALL BUILDING FOURTH FLOOR PLAN 1/8" = 1/-0" 69'-5"61'-1"UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE SQUARE FOOTAGE UNIT 1 UNIT FLOOR AREA =1805 SQ. FT. 2-BAY GARAGE =437 SQ. FT. BALCONY =114 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. SQUARE FOOTAGE UNIT 2 (ACCESSIBLE UNIT) UNIT FLOOR AREA =2176 SQ. FT. 2-BAY GARAGE =428 SQ. FT. BALCONY =82 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. SQUARE FOOTAGE UNIT 3 UNIT FLOOR AREA =2150 SQ. FT. 2-BAY GARAGE =433 SQ. FT. BALCONY =109 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.6 15 ABBEY14GRAMERCY E TOWNS UNIT 1 FLOOR PLANS UNIT 1 FOURTH FLOOR PLAN 1/4" = 1/-0" MEDIA/OPT. OFFICE / OPT. BED 4 9'-0" CLG.CARPET MEDIA/OPT. OFFICE / OPT. BED 4 9'-0" CLG.CARPET 30"X30" ATTIC ACCESS UNIT 1 THIRD FLOOR PLAN 1/4" = 1/-0" LAU. 8'-0" CLG.HS OWNER'SBATH 9'-0" CLG.HS W.I.C. 8'-0" CLG.CARPET OWNER'SSUITE 9'-0" CLG. CARPET BATH 2 8'-0" CLG.HS BEDROOM 2 9'-0" CLG.CARPET BEDROOM 3/OPT. LOFT 9'-0" CLG.CARPET HALL VOL. CLG.CARPET LAU. 8'-0" CLG.HS OWNER'SBATH 9'-0" CLG.HS W.I.C. 8'-0" CLG.CARPET OWNER'SSUITE 9'-0" CLG. CARPET BATH 2 8'-0" CLG.HS BEDROOM 2 9'-0" CLG.CARPET BEDROOM 3/OPT. LOFT 9'-0" CLG.CARPET HALL VOL. CLG.CARPET UNIT 1 SECOND FLOOR PLAN 1/4" = 1/-0" POWDER 9'-0" CLG.HS KITCHEN 9'-0" CLG. HS LIVINGROOM 9'-0" CLG.HS DINING 9'-0" CLG.HS BALCONY 9'-0" STUCCOCLG. UNIT 1 FIRST FLOOR PLAN 1/4" = 1/-0" 2-BAYGARAGE 9'-0" CLG.20' X 20' CLR. ENTRY 9'-0" CLG.HS TRASH/ RECYCLE TRASH/ RECYCLE TRASH/ RECYCLE SQUARE FOOTAGE UNIT 1 UNIT FLOOR AREA =1805 SQ. FT. 2-BAY GARAGE =437 SQ. FT. BALCONY =114 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.7 15 ABBEY14GRAMERCY UNIT 1 - OPT. BEDROOM 4 FOURTH FLOOR PLAN 1/4" = 1/-0" BATH 3 9'-0" CLG.HS W.I.C. 9'-0" CLG.CARPET BEDROOM 4 9'-0" CLG.CARPET 30"X30" ATTIC ACCESS UNIT 1 - OPT. OFFICE FOURTH FLOOR PLAN 1/4" = 1/-0" OFFICE 9'-0" CLG.CARPET 30"X30" ATTIC ACCESS UNIT 1 - OPT. LOFT THIRD FLOOR PLAN 1/4" = 1/-0" LAU. 8'-0" CLG. HS OWNER'SBATH 9'-0" CLG.HS W.I.C. 8'-0" CLG.CARPET OWNER'SSUITE 9'-0" CLG.CARPET BATH 2 8'-0" CLG.HS BEDROOM 2 9'-0" CLG.CARPET HALL VOL. CLG.CARPET LOFT 9'-0" CLG.CARPET SQUARE FOOTAGE UNIT 1 UNIT FLOOR AREA =1805 SQ. FT. 2-BAY GARAGE =437 SQ. FT. BALCONY =114 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey E TOWNS UNIT 1 FLOOR PLAN OPTIONS A14.8 15 ABBEY14GRAMERCY E TOWNS UNIT 2 FLOOR PLANS 2-BAYGARAGE 9'-0" CLG.20' X 20' CLR. ENTRY VOL. CLG.HS POWDER 8'-0" CLG.HS TRASH/ RECYCLE TRASH/ RECYCLE TRASH/ RECYCLE UNIT 2 FIRST FLOOR PLAN 1/4" = 1/-0"1'-6"STRIKE36"X48" CLR. UNIT 2 SECOND FLOOR PLAN 1/4" = 1/-0" PANTRY 9'-0" CLG.HS KITCHEN 9'-0" CLG.HS DINING 9'-0" CLG.HS LIVINGROOM 9'-0" CLG.HS PANTRY 9'-0" CLG.HS KITCHEN 9'-0" CLG.HS DINING 9'-0" CLG.HS LIVINGROOM 9'-0" CLG.HS UNIT 2 THIRD FLOOR PLAN 1/4" = 1/-0" LAU. 8'-0" CLG.HS HALL VOL. CLG.CARPET BATH 2 9'-0" CLG.HS OWNER'SSUITE 11'-0" CLG.CARPET OWNER'SBATH 9'-0" CLG.HS W.I.C. 8'-0" CLG.CARPET BEDROOM 2 9'-0" CLG.CARPET BEDROOM 3/OPT. LOFT 9'-0" CLG.CARPET LAU. 8'-0" CLG.HS HALL VOL. CLG.CARPET BATH 2 9'-0" CLG.HS OWNER'SSUITE 11'-0" CLG.CARPET OWNER'SBATH 9'-0" CLG.HS W.I.C. 8'-0" CLG.CARPET BEDROOM 2 9'-0" CLG.CARPET BEDROOM 3/OPT. LOFT 9'-0" CLG.CARPET UNIT 2 FOURTH FLOOR PLAN 1/4" = 1/-0" MEDIA/OPT. OFFICE / OPT. BED 4 9'-0" CLG.CARPET MEDIA/OPT. OFFICE / OPT. BED 4 9'-0" CLG.CARPET MEDIA/OPT. OFFICE / OPT. BED 4 9'-0" CLG.CARPET 30"X30" ATTIC ACCESS SQUARE FOOTAGE UNIT 2 (ACCESSIBLE UNIT) UNIT FLOOR AREA =2176 SQ. FT. 2-BAY GARAGE =428 SQ. FT. BALCONY =82 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.9 15 ABBEY14GRAMERCY KITCHEN 9'-0" CLG. HS DINING 9'-0" CLG.HS LIVINGROOM 9'-0" CLG.HS POWDER 9'-0" CLG.HS UNIT 2 - OPT. POWDER SECOND FLOOR PLAN 1/4" = 1/-0" LAU. 8'-0" CLG.HS HALL VOL. CLG.CARPET BATH 2 9'-0" CLG.HS OWNER'SSUITE 11'-0" CLG.CARPET OWNER'SBATH 9'-0" CLG.HS W.I.C. 8'-0" CLG.CARPET BEDROOM 2 9'-0" CLG.CARPET LOFT 9'-0" CLG.CARPET UNIT 2 - OPT. LOFT THIRD FLOOR PLAN 1/4" = 1/-0" OFFICE 9'-0" CLG.CARPET UNIT 2 - OPT. OFFICE FOURTH FLOOR PLAN 1/4" = 1/-0" 30"X30" ATTIC ACCESS BATH 3 9'-0" CLG.HS W.I.C. 9'-0" CLG.CARPET BEDROOM 4 9'-0" CLG.CARPET UNIT 2 - OPT. BEDROOM 4 FOURTH FLOOR PLAN 1/4" = 1/-0" 30"X30" ATTIC ACCESS SQUARE FOOTAGE UNIT 2 (ACCESSIBLE UNIT) UNIT FLOOR AREA =2176 SQ. FT. 2-BAY GARAGE =428 SQ. FT. BALCONY =82 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey E TOWNS UNIT 2 FLOOR PLAN OPTIONS A14.10 15 ABBEY14GRAMERCY E TOWNS UNIT 3 FLOOR PLANS UNIT 3 FIRST FLOOR PLAN 1/4" = 1/-0" 2-BAYGARAGE 9'-0" CLG.20' X 20' CLR. ENTRY 9'-0" CLG.HS TRASH/ RECYCLE TRASH/ RECYCLE TRASH/ RECYCLE UNIT 3 SECOND FLOOR PLAN 1/4" = 1/-0" KITCHEN 9'-0" CLG. HS DINING 9'-0" CLG.HS LIVINGROOM 9'-0" CLG.HS BALCONY 9'-0" STUCCOCLG. POWDER 9'-0" CLG.HS UNIT 3 THIRD FLOOR PLAN 1/4" = 1/-0" LAU. 9'-0" CLG. HS W.I.C. 8'-0" CLG.CARPET OWNER'SBATH 9'-0" CLG.HS BATH 2 9'-0" CLG.HS BEDROOM 2 9'-0" CLG.CARPET BEDROOM 3/OPT. LOFT 9'-0" CLG.CARPET HALL VOL. CLG.CARPET OWNER'SSUITE 11'-0" CLG.CARPET LAU. 9'-0" CLG. HS W.I.C. 8'-0" CLG.CARPET OWNER'SBATH 9'-0" CLG.HS BATH 2 9'-0" CLG.HS BEDROOM 2 9'-0" CLG.CARPET BEDROOM 3/OPT. LOFT 9'-0" CLG.CARPET HALL VOL. CLG.CARPET OWNER'SSUITE 11'-0" CLG.CARPET UNIT 3 FOURTH FLOOR PLAN 1/4" = 1/-0" MEDIA/OPT. OFFICE / OPT. BED 4 9'-0" CLG. CARPET MEDIA/OPT. OFFICE / OPT. BED 4 9'-0" CLG. CARPET 30"X30" ATTIC ACCESS SQUARE FOOTAGE UNIT 3 UNIT FLOOR AREA =2150 SQ. FT. 2-BAY GARAGE =433 SQ. FT. BALCONY =109 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.11 15 ABBEY14GRAMERCY LAU. 9'-0" CLG.HS W.I.C. 8'-0" CLG.CARPET OWNER'SBATH 9'-0" CLG.HS BATH 2 9'-0" CLG.HS BEDROOM 2 9'-0" CLG.CARPET HALL VOL. CLG.CARPET OWNER'SSUITE 11'-0" CLG.CARPET LOFT 9'-0" CLG.CARPET UNIT 3 - OPT. LOFT THIRD FLOOR PLAN 1/4" = 1/-0" OFFICE 9'-0" CLG.CARPET HALL 9'-0" CLG.HS UNIT 3 - OPT. OFFICE FOURTH FLOOR PLAN 1/4" = 1/-0" 30"X30" ATTIC ACCESS BEDROOM 4 9'-0" CLG.CARPET BATH 3 9'-0" CLG.HS HALL 9'-0" CLG.HS UNIT 3 - OPT. BEDROOM 4 FOURTH FLOOR PLAN 1/4" = 1/-0" 30"X30" ATTIC ACCESS SQUARE FOOTAGE UNIT 3 UNIT FLOOR AREA =2150 SQ. FT. 2-BAY GARAGE =433 SQ. FT. BALCONY =109 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey E TOWNS UNIT 3 FLOOR PLAN OPTIONS A14.12 15 ABBEY14GRAMERCY E TOWNS EMERGENCY ESCAPE PLAN & BUILDING ANALYSIS PARTIAL BUILDING FIRST FLOOR PLAN - EMERGENCY ESCAPE PATH 1/8" = 1/-0" UNIT 3UNIT 1UNIT 2 ACCESSIBLE 7' UNIT 2 TOTAL ESCAPE PATH DISTANCE = 142 FEET 14' UNIT 1 TOTAL ESCAPE PATH DISTANCE = 129' FEET 12' UNIT 3 TOTAL ESCAPE PATH DISTANCE = 136' FEET PARTIAL BUILDING THIRD FLOOR PLAN - EMERGENCY ESCAPE PATH 1/8" = 1/-0" UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE 29' 29'28' PARTIAL BUILDING FOURTH FLOOR PLAN - EMERGENCY ESCAPE PATH 1/8" = 1/-0" UNIT 3 UNIT 1UNIT 2 ACCESSIBLE 56' 51' 45' PARTIAL BUILDING SECOND FLOOR PLAN - EMERGENCY ESCAPE PATH 1/8" = 1/-0" UNIT 3 UNIT 1 UNIT 2 ACCESSIBLE 50' 36' 51' 50 100 200 300 FEET50100200300FEET THIS PROJECT IS DESIGNED BASED ON THE CALIFORNIA BUILDING CODE - CBC 2016. PROPOSED USE: MULTI-FAMILY ATTACHED OCCUPANCY: R2 & U CONSTRUCTION TYPE: VA - 1 HOUR BUILDING NUMBER OF STORIES: 4 SPRINKLER SYSTEM: NFPA-13 NOTE: NO FIRE WALLS. FIRE PARTITIONS ARE USED BETWEEN UNITS BUILDING ANALYSIS 15 ABBEY14GRAMERCY14 Gramercy 15 abbey A14.13 15 ABBEY14GRAMERCY PHOTO OF OVERHEAD STORAGE NOT TO SCALE UNIT 1 - STORAGE EXHIBIT FIRST FLOOR PLAN 1/4" = 1/-0" 2-BAYGARAGE 9'-0" CLG.20' X 20' CLR. ENTRY 9'-0" CLG.HS 2 FEET HIGH OVERHEAD STORAGE: 100 CU. FT. 5'-0"10'-0"5'-0"5'-0"2 FEET HIGH OVERHEAD STORAGE: 50 CU. FT. 5 FEET TALL STORAGE: TOTAL = 50 CU. FT. 1'-6"6'-8"SQUARE FOOTAGE UNIT 1 UNIT FLOOR AREA =1805 SQ. FT. 2-BAY GARAGE =437 SQ. FT. BALCONY =114 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. SQUARE FOOTAGE UNIT 2 (ACCESSIBLE UNIT) UNIT FLOOR AREA =2176 SQ. FT. 2-BAY GARAGE =428 SQ. FT. BALCONY =82 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. 2-BAYGARAGE 9'-0" CLG.20' X 20' CLR. ENTRY VOL. CLG.HS POWDER 8'-0" CLG.HS UNIT 2 - STORAGE EXHIBIT FIRST FLOOR PLAN 1/4" = 1/-0"2'-0"5'-6" 5 FEET TALL STORAGE: TOTAL = 50 CU. FT. 5'-0"5'-0"2 FEET HIGH OVERHEAD STORAGE: 50 CU. FT. 2 FEET HIGH OVERHEAD STORAGE: 100 CU. FT. 5'-0"10'-0"UNIT 3 - STORAGE EXHIBIT FIRST FLOOR PLAN 1/4" = 1/-0" 2-BAYGARAGE 9'-0" CLG.20' X 20' CLR. ENTRY 9'-0" CLG.HS 2 FEET HIGH OVERHEAD STORAGE: 100 CU. FT. 5'-0"10'-0"5'-0"5'-0"2 FEET HIGH OVERHEAD STORAGE: 50 CU. FT. 5 FEET TALL STORAGE: TOTAL = 50 CU. FT. 1'-6"6'-8"SQUARE FOOTAGE UNIT 3 UNIT FLOOR AREA =2150 SQ. FT. 2-BAY GARAGE =433 SQ. FT. BALCONY =109 SQ. FT. STORAGE =50 CU. FT. OVERHEAD STORAGE =150 CU. FT. TOTAL STORAGE (CUBIC FEET)=200 CU. FT. GARAGE 9'-0" CLG.7'-6"2'-0"2 FOOT HIGH OVERHEAD STORAGE EXTENT OF GARAGE DOOR WHEN OPEN SEE PLAN 9'-1"T.O. CURB T.O. PLATE TYP. SECTION AT OVERHEAD GARAGE STORAGE 1/4" = 1/-0" 50 100 200 300 FEET50100200300FEET 15 ABBEY14GRAMERCY14 Gramercy 15 abbey E TOWNS STORAGE EXHIBIT A14.14 15 ABBEY14GRAMERCY 15 ABBEY14GRAMERCY14 Gramercy 15 abbey E TOWNS VEHICHLE ACCESS DIAGRAM Ford Focus 2000 Overall Length 14.009ft Overall Width 5.574ft Overall Body Height 4.692ft Min Body Ground Clearance 0.811ft Track Width 5.574ft Lock-to-Lock Time 4.00s Curb to Curb Turning Radius 17.900ft A14.15 15 ABBEY14GRAMERCY SW 7008 Alabaster Sherwin Williams STUCCO I Sherwin Williams SW 7050 Useful Gray STUCCO II GAF Weathered Wood ROOF SW 7674 Peppercorn Sherwin Williams FASCIA & TRIM BOARD SW 7067 Cityscape GARAGE DOOR Sherwin Williams SW 0042 Ruskin Room Green Sherwin Williams ENTRY DOOR Datile EXTERIOR WALL TILE FP95 Summer Tree STONE Latitude 30 /Urban Frost El Dorado Stone SW 7566 Westhighland White Sherwin Williams STUCCO I Sherwin Williams SW 6170 Techno Gray STUCCO II GAF Weathered Wood ROOF SW 7047 Porpoise Sherwin Williams FASCIA & TRIM BOARD SW 7046 Anonymous GARAGE DOOR Sherwin Williams SW 6278 Cloak Gray Sherwin Williams ENTRY DOOR Datile EXTERIOR WALL TILE FP95 Summer Tree STONE Latitude 30 /Urban Frost El Dorado Stone SW 7005 Pure White Sherwin Williams STUCCO I Birchwood GAF ROOF Sherwin Williams SW 6221 Moody Blue STUCCO II SW 7069 Iron Ore Sherwin Williams FASCIA & TRIM BOARD SW 7068 Grizzle Gray GARAGE DOOR Sherwin Williams SW 7618 Deep Sea Dive Sherwin Williams ENTRY DOOR Datile EXTERIOR WALL TILE FP98 Willowgrove STONE Latitude 30 /Citywalk El Dorado Stone SCHEME 1 SCHEME 2 SCHEME 3 15 ABBEY14GRAMERCY14 Gramercy 15 abbey E TOWNS COLORS & MATERIALS A14.16 A15.1 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS STREET “CC” A15.2 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS TYPICAL COURT #1 A15.3 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS TYPICAL COURT #2 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL FRONT ELEVATION 9’-1”9’-1”35’-6”T.O. PLATE T.O. BLDG. FIN. FLR. T.O.PLATE FIN. FLR. T.O.PLATE FIN. FLR.9’-1”01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL RIGHT AND LEFT SIDE ELEVATION 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL REAR ELEVATION A15.4 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX ELEVATIONS 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL FRONT ELEVATION 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL RIGHT AND LEFT SIDE ELEVATION 1 2 3 4 6 9 58 CONCEPTUAL REAR ELEVATION MATERIAL NOTES: 1. COMPOSITION SHINGLE ROOF 2. STUCCO 3. PORCELAIN WALL TILE 4. WOOD EYEBROW ROOF 5. MANUFACTURED STONE VENEER 6. FIBERGLASS ENTRY DOOR W/ GLASS INSERTS 7. FIBERGLASS GARAGE DOOR W/ GLASS INSERTS 8. VINYL WINDOWS 9. ILLUMINATED ADDRESS A15.5 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX RENDERED ELEVATION FIRST FLOOR PLAN SECOND FLOOR PLAN A15.6 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX FIRST FLOOR PLAN & SECOND FLOOR PLAN THIRD FLOOR PLAN A15.7 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX THIRD FLOOR PLAN ROOF PLAN W/ SOLAR PANELS ROOF PLAN A15.8 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX ROOF PLAN & ROOF PLAN W/ SOLAR ZONES THIRD FLOOR PLAN SECOND FLOOR PLAN FIRST FLOOR PLAN A15.9 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX UNIT 1 FLOOR PLANS THIRD FLOOR PLAN SECOND FLOOR PLAN FIRST FLOOR PLAN A15.10 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX UNIT 2 FLOOR PLANS SECOND FLOOR PLAN FIRST FLOOR PLAN A15.11 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX UNIT 3 FIRST & SECOND FLOOR PLANS THIRD FLOOR PLAN A15.12 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX UNIT 3 THIRD FLOOR PLAN & OPTIONS SECOND FLOOR PLAN FIRST FLOOR PLAN A15.13 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX UNIT 4 FIRST & SECOND FLOOR PLANS THIRD FLOOR PLAN A15.14 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX UNIT 4 THIRD FLOOR PLAN & OPTIONS 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL FRONT ELEVATION 9’-1”9’-1”35’-6”T.O. PLATE T.O. BLDG. FIN. FLR. T.O.PLATE FIN. FLR. T.O.PLATE FIN. FLR.9’-1”01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL REAR ELEVATION 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL Tri-plex CONCEPTUAL RIGHT AND LEFT SIDE ELEVATION BACKYARD TOWNS 5 PLEX A15.15 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX ELEVATIONS 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL Tri-plex CONCEPTUAL RIGHT AND LEFT SIDE ELEVATION 1 2 3 4 6 9 58 01.31.17 MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL REAR ELEVATION MATERIAL NOTES: 1. COMPOSITION SHINGLE ROOF 2. STUCCO 3. PORCELAIN WALL TILE 4. WOOD EYEBROW ROOF 5. MANUFACTURED STONE VENEER 6. FIBERGLASS ENTRY DOOR W/ GLASS INSERTS 7.FIBERGLASS GARAGE DOOR W/ GLASS AT TOP PANEL 8. VINYL WINDOWS 9. ILLUMINATED ADDRESS 01.31.17 DUBLIN, CALIFORNIA MULHOLLAND NEIGHBORHOOD 15 | BROOKFIELD RESIDENTIAL CONCEPTUAL FRONT ELEVATION A15.16 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX RENDERED ELEVATIONS FIRST FLOOR PLAN SECOND FLOOR PLAN A15.17 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX FIRST FLOOR PLAN & SECOND FLOOR PLAN THIRD FLOOR PLAN A15.18 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX THIRD FLOOR PLAN ROOF PLAN W/ SOLAR PANELS ROOF PLAN A15.19 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX ROOF PLAN & ROOF PLAN W/ SOLAR PANEL LOCATIONS THIRD FLOOR PLAN SECOND FLOOR PLAN FIRST FLOOR PLAN A15.20 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX UNIT 1 FLOOR PLANS SECOND FLOOR PLAN FIRST FLOOR PLAN A15.21 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX UNIT 3 FIRST & SECOND FLOOR PLANS THIRD FLOOR PLAN A15.22 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX UNIT 3 THIRD FLOOR PLAN & OPTIONS SECOND FLOOR PLAN FIRST FLOOR PLAN A15.23 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX UNTI 4 FIRST & SECOND FLOOR PLAN THIRD FLOOR PLAN BACKYARD TOWNS 5 PLEX A15.24 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX UNIT 4 THIRD FLOOR PLAN & OPTIONS A15.25 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX SECTION PLAN A15.26 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX SECTIONS A15.27 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 3 PLEX EMERGENCY ESCAPE PATH & BUILDING ANALYSIS SW 7541 Grecian Ivory Sherwin Williams STUCCO I Sherwin Williams SW 7746 Rushing River STUCCO II GAF WEATHERED WOOD ROOF SW 7047 Porpoise Sherwin Williams TRIM BOARD SW 7048 Urbane Bronze FASCIA / GARAGE DOOR Sherwin Williams SW 7580 Carnelian Sherwin Williams ENTRY DOOR Datile EXTERIOR WALL TILE FP97 Timberland STONE White Elm / VANTAGE 30 El Dorado Stone SW 7012 Creamy Sherwin Williams STUCCO I Sherwin Williams SW 9164 Illusive Green STUCCO II GAF Weathered Wood ROOF SW 7068 Grizzle Gray Sherwin Williams TRIM BOARD SW 7048 Urbane Bronze FASCIA / GARAGE DOOR Sherwin Williams SW 6228 Refuge Sherwin Williams ENTRY DOOR Datile EXTERIOR WALL TILE FP98 Willowgrove STONE White Elm / VANTAGE 30 El Dorado Stone SW 7526 Maison Blanche Sherwin Williams STUCCO I Weathered Wood GAF ROOF Sherwin Williams SW 7543 Avenue Tan STUCCO II SW 7514 Foothills Sherwin Williams TRIM BOARD SW 7026 Griffin FASCIA / GARAGE DOOR Sherwin Williams SW 7740 Messenger Bag Sherwin Williams ENTRY DOOR Datile EXTERIOR WALL TILE FP97 Timberland STONE White Elm / VANTAGE 30 El Dorado Stone SCHEME 1 SCHEME 2 SCHEME 3 A15.28 15 ABBEY14GRAMERCY14 Gramercy 15 abbey BACKYARD TOWNS 5 PLEX & 3 PLEX COLORS & MATERIALS CCCCCCCCC CCCCC CUP UP UPWING CWING BWING A341.6'F.F.E.341.3'F.F.E .341.5'F.F.E . 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 9 9 9 9 9 4 4 4 9 4 4 9 4 9 9 4 4 4 4 4 4 4 4 4 9 4 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 9 4 4 4 4 4 4 9 9 4 4 9 4 9 9 9 9 4 4 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 4 4 9 4 4 4 4 9 4 9 4 4 4 9 4 4 4 4 AC PLAN 1PLAN 2AC PLAN 3ACAC PLAN 1PLAN 2AC PLAN 3ACAC PLAN 1PLAN 2AC PLAN 3ACAC PLAN 1 PLAN 2ACACPLAN 1PLAN 2AC PLAN 2ACACPLAN 1PLAN 2ACPLAN 3AC ACPLAN 1 PLAN 2AC PLAN 3 AC PLAN 3 AC PLAN 2ACACPLAN 1PLAN 3ACPLAN 2 AC PLAN 3ACACPLAN 1PLAN 2ACPLAN 3AC PLAN 2ACPLAN 2AC PLAN 3ACPLAN 3AC PLAN 3ACAC PLAN 1 PLAN 3AC ACPLAN 1PARCEL J PARCEL KPLAN 1BPLAN 1 B PLA N 1 BPLAN 1B PLAN 1 B C C C CCC CC CC C C C C C C C CC C C CCCPLAN 2BPLAN 2BPLAN 2B PLAN 2B PLAN 2BElectricGasFire CommandCenter ElectricGasFire Comm a n d Center ABBREVIATION B/C BACK OF CURB BNDY BOUNDARY BW BOTTOM OF WALL B/W BACK OF SIDEWALK C/L CENTERLINE DMA DRAINAGE MANAGEMENT AREA DSRSD DUBLIN SAN RAMON SERVICES DISTRICT ESMT EASEMENT EVAE EMERGENCY VEHICLE ACCESS EASEMENT EVA EMERGENCY VEHICLE ACCESS F/C FACE OF CURB FF FINISHED FLOOR GL GARAGE LIP HOA HOMEOWNERS' ASSOCIATION L/S LANDSCAPE LSE LANDSCAPE EASEMENT NH NEIGHBORHOOD P PAD GRADE PAE PRIVATE ACCESS EASEMENT PH PHASE PAE PRIVATE ACCESS EASEMENT P/L PROPERTY LINE PSE PUBLIC SERVICE EASEMENT PUE PUBLIC UTILITY EASEMENT RW WATER LINE (RECLAIMED) R/W RIGHT OF WAY SD STORM DRAIN SDE STORM DRAIN EASEMENT SS SANITARY SEWER SSE SANITARY SEWER EASEMENT SW SIDEWALK S/W SIDEWALK TC TOP OF CURB TFC TOP OF FLUSH CURB TRC TOP OF ROLLED CURB ELEVATION TSRC TOP OF SPILL ROLLED CURB ELEVATION TW TOP OF WALL W WATER LINE (DOMESTIC) WLE WATER LINE EASEMENT LOCATION MAP NOT TO SCALE VICINITY MAPHOPYARDROADDOUGHERTYROADSAN RAMON VALLEYI - 6 8 0 BLVD.ROADGLEASON DRIVE TASSAJARA ROADPLEASANTONDRIVEHACIENDASANT A RIT A ROADI-580 DUBLIN BOULEVARD CENTRAL PARKWAY EL CHARROROADFALLONDUBLIN ALAMED A C O U N T Y CONTRA C O S T A C O U N T Y ROAD N. CANY O N S PARK W A Y COLLIER CANYON D O O L A N R O A D I-580 PROJECT SITE ARNOLDDRIVES C A R L E T T D R I V E INDEX OF TENTATIVE MAP SHEETS SHEET DESCRIPTION 0.1 COVER SHEET 0.2 INDEX SHEET 0.3 DETAIL SHEET 0.4 DETAIL SHEET TRACT 8360 (NH7-TRACT 8413, NH8-TRACT 8415) PH2 1.0 EXISTING CONDITIONS 1.1 TENTATIVE MAP 1.2 GRADING AND DRAINAGE PLAN 1.3 UTILITY PLAN 1.4 STORM WATER MANAGEMENT PLAN 1.5 SECTIONS AND DETAILS TRACT 8361 (NH9) PH 2, TRACT 8362 (NH16) PH 3 2.0 EXISTING CONDITIONS 2.1 TENTATIVE MAP TRACT 8362 2.2 TENTATIVE MAP TRACT 8361 2.3 GRADING AND DRAINAGE PLAN 2.4 UTILITY PLAN 2.5 STORM WATER MANAGEMENT PLAN 2.6 SECTIONS AND DETAILS TRACT 8363 (NH10) PH 2 3.0 EXISTING CONDITIONS 3.1 TENTATIVE MAP 3.2 GRADING AND DRAINAGE PLAN 3.3 UTILITY PLAN 3.4 STORM WATER MANAGEMENT PLAN 3.5 SECTIONS AND DETAILS TRACT 8364 (NH11-TRACT 8410, NH12-TRACT 8411) PH 2, TRACT 8365 (NH18) PH 3 4.0 EXISTING CONDITIONS 4.1 TENTATIVE MAP TRACT 8365 4.2 TENTATIVE MAP TRACT 8364 4.3 GRADING AND DRAINAGE PLAN 4.4 UTILITY PLAN 4.5 STORM WATER MANAGEMENT PLAN 4.6 SECTIONS AND DETAILS TRACT 8366 (NH13) PH 2 5.0 EXISTING CONDITIONS 5.1 TENTATIVE MAP 5.2 GRADING AND DRAINAGE PLAN 5.3 UTILITY PLAN 5.4 STORM WATER MANAGEMENT PLAN 5.5 SECTIONS AND DETAILS TRACT 8367 (NH14-TRACT 8414, NH15-TRACT 8412) PH 3 6.0 EXISTING CONDITIONS 6.1 TENTATIVE MAP 6.2 GRADING AND DRAINAGE PLAN 6.3 UTILITY PLAN 6.4 STORM WATER MANAGEMENT PLAN 6.5 SECTIONS AND DETAILS TRACT 8368 (NH17) PH 3 7.0 EXISTING CONDITIONS 7.1 TENTATIVE MAP 7.2 GRADING AND DRAINAGE PLAN 7.3 UTILITY PLAN 7.4 STORM WATER MANAGEMENT PLAN 7.5 SECTIONS AND DETAILS LEGEND PROPOSEDEXISTING / BY OTHERS BOUNDARY LINE DRAINAGE MANAGEMENT AREA BOUNDARY RIGHT OF WAY TREATED STORM DRAIN, MANHOLE AND DRAINAGE INLET UNTREATED STORM DRAIN YARD DRAIN FIELD INLET WATER LINE AND VALVES WATER LINE (RECLAIMED) SANITARY SEWER AND MANHOLE PARCEL LINE PAD GRADE ELECTROLIER FIRE HYDRANT 2:1 SLOPE UNLESS OTHERWISE NOTED RETAINING WALL EARTH SWALE NEIGHBORHOOD IN PHASE 2 NEIGHBORHOOD IN PHASE 3 NEIGHBORHOOD NOT A PART OF THIS TENTATIVE MAP NEIGHBORHOOD LINE DIRECTION OF STORM WATER OVERLAND RELEASE SIDEWALK SILVA CELL BIO-RETENTION BASIN STORMWATER TREATMENT FACILITY#3 TENTATIVE MAP NOTES: 1.OWNER: DUBLIN CROSSING, LLC 500 LA GONDA WAY, SUITE 100 DANVILLE, CA 94526 (925) 743-8000 CONTACT: NICOLE MOORE 2.APPLICANT: DUBLIN CROSSING, LLC 500 LA GONDA WAY, SUITE 100 DANVILLE, CA 94526 (925) 743-8000 CONTACT: NICOLE MOORE 3.ENGINEER/PLANNER:MACKAY & SOMPS 5142 FRANKLIN DR, SUITE B PLEASANTON, CA 94588-3355 CONTACT: MARK McCLELLAN / COLETTE L'HEUREUX (925) 225-0690 4.GEOTECHNICAL CONSULTANTS:BERLOGER STEVENS AND ASSOCIATES 5587 SUNOL BOULEVARD PLEASANTON, CA 94588 CONTACT: BILL STEVENS (925) 484-0220 5.AREA SUBJECT TO INUNDATION:A PORTION OF THIS PROPERTY LIES WITHIN ZONE AE (BASE FLOOD ELEVATIONS DETERMINED) PER FLOOD INSURANCE RATE MAP NUMBER 06001C0309G, EFFECTIVE DATE AUGUST 3, 2009. 6.SUBDIVIDED AREA:54.5± ACRES 7.ASSESSOR'S PARCEL NUMBER: PORTION OF 986-1-1-19 8.WATER/SEWER SYSTEM: TO BE INSTALLED IN CONFORMANCE WITH DUBLIN SAN RAMON SERVICES DISTRICT(DSRSD) STANDARDS. 9.DRAINAGE:TO BE INSTALLED IN CONFORMANCE WITH CITY OF DUBLIN STANDARDS. 10.GAS & ELECTRICITY:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF PACIFIC GAS AND ELECTRIC CO. 11.TELEPHONE:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF AT&T. 12.CABLE:TO BE INSTALLED IN CONFORMANCE WITH STANDARDS OF COMCAST. 13.STREET IMPROVEMENTS:PER CITY OF DUBLIN STANDARDS AND P.D. APPROVALS. STREETS TO BE PRIVATE. 14.EXISTING ZONING:DUBLIN CROSSING ZONING DISTRICT 15.EXISTING LAND USE:MILITARY 16.PROPOSED LAND USE:MEDIUM TO MEDIUM HIGH DENSITY RESIDENTIAL 17.TOPOGRAPHIC INFORMATION SHOWN IS BASED ON AERIAL SURVEY PREPARED IN JULY 2012. 18.UTILITY SIZES AND LOCATION, STREET GRADES AND LOT DIMENSIONS ARE PRELIMINARY AND SUBJECT TO FINAL ENGINEERING DESIGN AND HOUSE PLOTTING. 19.DEVELOPER RESERVES THE RIGHT TO RECORD MULTIPLE FINAL MAPS AND/OR CONVEYANCE MAPS (PARCEL MAPS) ON THIS PROPERTY. 20.IT IS THE INTENT OF THE DEVELOPER TO FILE CONDOMINIUM PLANS FOR THE CONDOMINIUM UNITS AFTER THE FINAL MAP APPROVAL. 21.GROSS AREA/ TOTAL NUMBER OF UNITS: PH 2 TRACT 8360- NH7,NH8 12.67 ACRES 224 UNITS TRACT 8361- NH9 3.36 ACRES 48 UNITS TRACT 8363- NH10 5.97 ACRES 102 UNITS TRACT 8364- NH11,NH12 8.08 ACRES 89 UNITS TRACT 8366- NH13 6.17 ACRES 45 UNITS PH 3 TRACT 8367- NH14,NH15 8.84 ACRES 158 UNITS TRACT 8362- NH16 3.14 ACRES 48 UNITS TRACT 8368- NH17 3.01 ACRES 37 UNITS TRACT 8365- NH18 3.23 ACRES 40 UNITS TOTAL:791 UNITS 22.EXTERNAL SUBDIVISION IMPROVEMENTS THAT MUST OCCUR WITH PHASE 2-3, PER EXHIBIT I OF THE DEVELOPMENT AGREEMENT: PHASE 2 ·DUBLIN BOULEVARD AND IRON HORSE PARKWAY INTERESECTION ·SCARLETT DRIVE EXTENSION / WIDENING BETWEEN DOUGHERTY DRIVE AND SOUTHERLY BOUNDARY OF PHASE 2 PARCEL PHASE 3 ·ARNOLD ROAD WIDENING ·ARNOLD ROAD AND CENTRAL PARKWAY SIGNAL MODIFCATIONS ·DUBLIN BOULEVARD AUXILIARY LANE ·DUBLIN BOULEVARD AND ARNOLD ROAD INTERSECTON ·SCARLETT DRIVE EXTENSION BETWEEN SOUTHERLY BOUNDARY OF PHASE 2 PARK PARCEL AND DUBLIN BOULEVARD 9 6 5 PARCEL B 11 10 8 7 1 2 PARCEL C 3 412 13 14 15 1716 PARCEL A PARCEL D TRACT 8364 NH11 & NH12 LARGE LOT MAP SEE SHEET 4.0 TRACT 8365 NH18 SEE SHEET 4.0 TRACT 8361 NH9 SEE SHEET 2.0 TRACT 8362 NH16 SEE SHEET 2.0 TRACT 8360 NH7 & NH8 LARGE LOT MAP SEE SHEET 1.0 TRACT 8367 NH14 & NH15 LARGE LOT MAP SEE SHEET 6.0 TRACT 8363 NH10 SEE SHEET 3.0 TRACT 8366 NH13 SEE SHEET 5.0 TRACT 8368 NH17 SEE SHEET 7.0 ARNOLD ROADIRON HORSE PARKWAYCENTRAL PARKWAYSTERLING STREETNUGGET WAY HORIZON PARKWAY FUTURE SCHOOL SITE HORIZON PARKWAY DUBLIN BOULEVARD TRACT 8306 NH1 & NH2 TRACT 8307 NH3 TRACT 8309 NH5 & NH6 FUTURE PARK COLUMBUS STREETEL DORADO LANE EL DORADO LANETRACT 8308 NH4 TRACT 8411 NH12 SEE SHEET 4.0 TRACT 8410 NH11 SEE SHEET 4.0 TRACT 8412 NH15 SEE SHEET 6.0 TRACT 8414 NH14 SEE SHEET 6.0 TRACT 8415 NH8 SEE SHEET 1.0 TRACT 8413 NH7 SEE SHEET 1.0 INDEX SHEET 1" = 100'GALENA STREETCAN AL 2 LEGEND NEIGHBORHOOD IN PHASE 2 NEIGHBORHOOD IN PHASE 3 TRACT BOUNDARY NEIGHBORHOOD LINE NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT NTS 6" CURB & GUTTER R=1"R=1/2" 1/2" TOP OF CURB ELEVEVATION (TC) TOOLED EDGE 3/4" CLASS 2 AGGREGATE BASE AC PVMT RETENTIONNTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER NTS 4" ROLLED CURB WITH SPILL GUTTER NTSFACE OF CURBCLASS 2 AGGREGATE BASE AC PVMT TOP OF SPILL ROLLED CURB ELEVATION (TSRC) R=0.5" R=6" R=0.5" R=24" 4" ROLLED CURB WITH SPILL GUTTER3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" 3" ROLLED CURB AND GUTTER NTSFACE OF CURBGUTTER FLOWLINER=24" TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5" R=0.5" R=24" NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS)RETENTIONFLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) FLUSH CURB NTS AC PVMT R=0.5" CLASS 2 AGGREGATE BASE CONC DWY APRON TOP OF FLUSH CURB ELEVATION (TFC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6" VERTICAL CURB NTS CONC DWY APRON AC PVMT CLASS 2 AGGREGATE BASE R=0.5" TOP OF CURB ELEVATION (TC) 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC 6"8"15"12" NTS 8" MEDIAN SPILL CURB 1" R=12" R=12" 1"6"MINAC TACK OIL TO BOND AC & PCC FINISH AC FLUSH PCC NTS VERTICAL CURB AND FLUSH CURB TRANSITION 18" M I N . TRANS I T I O N DWY ~ ~ AC PV M T ~ BLDG. G A R A G E STRUC T U R E S=0 . 5 %(M I N ) VERTI C A L CURB FLUSH CURB NTS CURB A N D G U T T E R , THEOR E T I C A L T O P AC PV M T OF CU R B CURB AND GUTTER AND ROLLED CURB TRANSITION TRC BEG/END TRANSBEG/END TRANS3' TR A N S I T I O N (TYP. ) NTS PRIVATE ALLEY TRC VERTICAL CURBFLUSH C U R B TVC 2%PRIVA T E A L L E Y ROLLE D C U R B & GUT T E R TFC2' TRANS.TYP* FINAL ROADWAY STRUCTURAL SECTIONS TO BE BASED ON ACTUAL FIELD R-VALUES PRELIMINARY PAVEMENT DESIGN CHART STREET NAME T.I. 96" 74" 5*20" 5*15" 4.53"5*8" AC AB R-VALUE HORIZON PARKWAY, CENTRAL PARKWAY, STERLING STREET COLUMBUS STREET, IRON HORSE PARKWAY, ELDORADO LANE, GALENA STREET NEIGBORHOOD PRIVATE STREETS, COURTS, AND ALLEYS GUTTER FLOWLINE 7.5% MAX TOP OF RAMP ROUNDED SEE NOTE BELOW NOTE:COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB SHALL NOT BE STEEPER THAN 5.0%. GUTTER PAN SLOPE SHALL NOT EXCEED 5%. CURB RAMP SECTION NTS NTS CURB CUT OPENING @ 20' O.C. (SEE SECTION F-F) STEEL REINFORCEMENT (SEE STRUCTURAL DESIGN BY OTHERS) FC PVMT EDGE SUBDRAIN (SEE DETAIL HEREON) DEEPENED CURB 1/4" LIP @ GUTTER BIO-RETENTION AREA IMPERMEABLE ROOT BARRIER 3:1 M A X . 4" PVC PERFORATED SUBDRAIN NOTES: 1.FOR CONSTRUCTION OF BIO-RETENTION CELLS, DO NOT EXCAVATE SOIL OVER 50 LINEAR FEET BEHIND DEEPENED CURB. 2.ANY OPEN TRENCHES MUST BE BACKFILLED WITHIN 48 HOURS. 5"CONCRETE W/ 3" REBARS @ 18" O.C. OVER NATIVE SOIL OPTION 2 - BIO-RETENTION CELL WITH DEEPENED CURB SECTION E-E NTS CURB CUT OPENING @ 20' O.C. (SEE SECTION F-F) STEEL REINFORCEMENT (SEE STRUCTURAL DESIGN BY OTHERS) FC PVMT EDGE SUBDRAIN (SEE DETAIL HEREON) DEEPENED CURB 1/4" LIP @ GUTTER BIO-RETENTION AREA IMPERMEABLE ROOT BARRIER 3:1 M A X . 4" PVC PERFORATED SUBDRAIN NOTES: 1.FOR CONSTRUCTION OF BIO-RETENTION CELLS, DO NOT EXCAVATE SOIL OVER 50 LINEAR FEET BEHIND DEEPENED CURB. 2.ANY OPEN TRENCHES MUST BE BACKFILLED WITHIN 48 HOURS. 5"CONCRETE W/ 3" REBARS @ 18" O.C. OVER NATIVE SOIL OPTION 2 - BIO-RETENTION CELL WITH DEEPENED CURB SECTION E-E RETENTIONRETENTION4" PVC PERFORATED SUBDRAIN CLASS 2 PERMEABLE MATERIAL PER CALTRANS SPECIFICATIONS, SECTION 68. OVERFLOW PIPE TYPICAL BIO-RETENTION BASIN NTS STORMWATER TREATMENT AREA 12"18"6" MIN.PONDING1"6"2"3:1 M A X .3:1 MAX . NATIVE SOIL SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN TOP OF BASIN OUTLET RISER SECTION B-BRETENTIONRETENTION NTS SIDEWALK 4" CONCRETE SOLID DISTRIBUTION LINE (UNTREATED) 4" AGGREGATE BASE DRAINAGE INLET (UNTREATED) AC PVMT 1.25'GEOFABRIC PERFORATED COLLECTION LINE (TREATED) 12" HDPE RISER WITH TRASH RACK HDPE STORM DRAIN (TREATED) OVERFLOW AT FREEBOARD ELEVATION 6"18" SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN. 12" CLASS 2 PERMEABLE MATERIAL SOLID COLLECTION LINE (TREATED) PERFORATED DISTRIBUTION LINE (UNTREATED)SILVA CELL (TYP) SOLID DISTRIBUTION LINE (UNTREATED) TYPICAL SILVA CELL STORMWATER QUALITY TREATMENT SECTION A-A VOID OVERFLOW RISER FLOWS TO SD SYSTEMTREATED OUTFLOWUNTREATED INFLOWCLEANOUT FOR UNDERDRAIN 4" PERFORATED UNDERDRAIN BUBBLE UP STRUCTURE WITH COBBLE TYPICAL BIO-RETENTION BASIN3:13:1DISTRIBUTION PIPE (UNTREATED) COLLECTION PIPE (TREATED) F/C DRAINAGE INLET SILVA CELL (TYP) HDPE SD PIPE (TREATED) FLOW HDPE SD PIPE (TREATED) B/W STORM DRAIN (UNTREATED) STORM DRAIN (UNTREATED) F FSTA PER PLANCURB C U T - O U T 24" 12'6" 6" NTS 3/4=1' 6" VE R T I C A L CURB STREETBIO-RETENTION0.2' BIORETENTION AREA 2'x2' COBBLES 4"-6" DIAAREA SECTION F-F F FSTA PER PLANCURB C U T - O U T 24" 12'6" 6" NTS 3/4=1' 6" VE R T I C A L CURB STREETBIO-RETENTION0.2' BIORETENTION AREA 2'x2' COBBLES 4"-6" DIAAREA SECTION F-F NTS SIDEWALK 4" CONCRETE SOLID DISTRIBUTION LINE (UNTREATED) 4" AGGREGATE BASE DRAINAGE INLET (UNTREATED) AC PVMT 1.25'GEOFABRIC PERFORATED COLLECTION LINE (TREATED) 12" HDPE RISER WITH TRASH RACK HDPE STORM DRAIN (TREATED) OVERFLOW AT FREEBOARD ELEVATION 6"VOID 18" SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN. 12" CLASS 2 PERMEABLE MATERIAL SOLID COLLECTION LINE (TREATED) PERFORATED DISTRIBUTION LINE (UNTREATED)SILVA CELL (TYP) SOLID DISTRIBUTION LINE (UNTREATED) STORM QUALITY TREATMENT ADJACENT TO STREET PARALLEL PARKING SECTION C-CRETENTIONRETENTION SIDEWALK 4" CONCRETE SOLID DISTRIBUTION LINE (UNTREATED) 4" AGGREGATE BASE DRAINAGE INLET (UNTREATED) AC PVMT 1.25'GEOFABRIC PERFORATED COLLECTION LINE (TREATED) 12" HDPE RISER WITH TRASH RACK HDPE STORM DRAIN (TREATED) OVERFLOW AT FREEBOARD ELEVATION 6"VOID 18" SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN. 12" CLASS 2 PERMEABLE MATERIAL SOLID COLLECTION LINE (TREATED) PERFORATED DISTRIBUTION LINE (UNTREATED)SILVA CELL (TYP) SOLID DISTRIBUTION LINE (UNTREATED) OPTION 1 - SILVA CELL SECTION D-D NTS OPTION 1 - SILVA CELL OPTION 2 - BIO-RETENTION CELL WITH DEEPENED CURB STORMWATER QUALITY TREATMENT WITHOUT PARALLEL STREET PARKING NTS DRAINAGE INLET DRAINAGE INLET ARNOLD ROADIRON HORSE PKWYDUBLIN BLVD.CANAL 23RD STREET EX. 8" W TO BE REMOVEDEX. SS TO BE REMOVEDEX. SS TO B E REMO VED EX. 6" W TO BE REMOVED SD & CB TO BE REMOVED SD & CB TO BE REMOVED SD & CB TO BE REMOVED EX. 12' PSE EX. 10' PSE 96"SD (HM) 96"SD (HM) IRON HORSE PARKWAYARNOLD ROADDUBLIN BOULEVARDCANAL 215' SDE, PAE, PUE PSE PSE EX P A R C E L L I N E EX PARCEL LINE113' 7 ' 113'14'65'146' 14'18'1 1 '54'145' 72'30'51' 79' 120'173'174'120' 163'12'149'79'7'5 '82'2 7 ' 8 7 ' 4' 23'156'97'3'17'28'17'3'26'53' 71'81'86'6'11'7 6 ' 7 6 '72'50'11'124' 174'81'100'154'64'108'6 1 '134'6'89'16'16'12'10' 69'73'73'68'89'341' 70'16'10'12'73'73'23'23'73'88'5' 8'10'138'32'24'17' 134' 6' 5'73'12'140'70'31' 112'73'21'27'71'23'2'39'186'64'179'56'67'141'29'12'168'71'113'51'144'109'16'102'130' 7'24'23'23'159'N88°16'05"W 590.44'R=2087.00'Δ=8°31'13"L=310.35'N46°33'45"E7.28'N1°23'35"E 762.26'N52°40'34"E 496.93'N88°33'53"W 341.76' N1°35'51"E 15.01' N88°33'28"W 341.43'N1°35'51"E 160.61'R=485.00'Δ=11°11'53"L=94.79'N9°36'02"W 101.11'R=533.00'Δ=10°48'29"L=100.54'N1°12'27"E33.08'133' 7' 133'62' 22'49'13'13'45'23'140' 37'10'40' 10 (PSE, PAE, EVAE, DSRSD)PARCEL HPARCEL IPARCEL D PARCEL C PARCEL L PARCEL JPARCEL GTRACT 8367 (NH14 AND NH15) 20' 3'23'31'3'6'5'11'7 3 'ARNOLD ROADSTREET ASTREET ASTREET CSTREET BSTREET BCOURT BSTREET E STREET E STREET F STREET DSTREET B COURT DCOURT ECOURT CSTREET A C O U R T A STREET C91'81'80' 662'14'6'7'13' 11'11'66'4'14'18' 6' 79'249'41'10'7'3' 1 5 '48'1 3 ' 7'16'2 5 '23'134'6 0 '342'19'2' 18' 2 6 '59'11' 17' 5' 5 9 '54'23'11'24'72' 3' 3'79'17'7'7'14'76'167'68'2 0 '57'4'14'13'13'4 3 ' 4 3 '23'22'143'72'3 1'15'2 2 '21'3' 15'64'15' 3'36'27'127'22'65'145'12'25'10 '41'2 0 '71'150' 4' 1 1 ' 3' 5' 3'5'4'35' 4' 5' 3 ' 16'141'7'61' 17'100'28'3' 8 4 '27'22' 99'33' 3 4' 4'71'2 6 ' 104' 104' 2 1' 9' PARCEL F PARCEL A 346'202'23'113'23'253'PARCEL E PARCEL M PARCEL B 1920 18 17 16 22 21 24 23 25 26 14 9 8 12 7 4 11 3 21 10 302928 27 P A R C E L K 6 5 15 7 3 ' 63' 23'77'6'13'13'35'23' 5'7'7' 3' 1 1'11'3' 74' NH8 NH7 NH LINENH LINE13186'54'187'15'104'346'139'PARCEL N 18'16'32'PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A DRAINAGE PARCEL TO BE CONVEYED TO ALEMEDA COUNTY ZONE 7 FLOOD CONTROL DISTRICT PARCEL B HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) (STREET A - STREET F) PARCEL C HOA LANDSCAPE PARCEL PARCEL D HOA LANDSCAPE PARCEL PARCEL E HOA LANDSCAPE PARCEL PARCEL F HOA LANDSCAPE PARCEL PARCEL G HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL H HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL I HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL J HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL K HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL L HOA LANDSCAPE PARCEL PARCEL M HOA PEDESTRIAN ACCESS PARCEL (SDE, PAE, PUE) PARCEL N PARCEL TO BE DEDICATED FOR PUBLIC STREET RIGHT-OF-WAY LOTS 1 THRU 30 RESIDENTIAL CONDOMINIUMS (224 UNITS) NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. PARCEL K PARCEL L PARCEL M 1763 6213 5344 PARCEL AREA TABLE PARCEL #AREA (SF±)PARCEL #AREA (SF±)PARCEL #AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 10646 9093 13778 13921 11900 16996 15095 7805 7192 12645 9566 9760 13804 6185 8279 6585 6395 6280 6478 7181 21 22 23 24 25 26 27 28 29 30 PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G PARCEL H PARCEL I PARCEL J 10479 10763 12360 11276 11128 12495 10983 12303 11162 10397 71921 106714 3948 4545 9357 16153 5509 1684 1684 4163 PARCEL N 246 C C C C C C C C C C IRON HORSE PARKWAYARNOLD ROADDUBLIN BOULEVARDSTREET ASTREET ASTREET CSTREET BSTREET B COURT BSTREET E STREET E STREET F STREET DSTREET B COURT DCOURT ECOURT CSTREET A C O U R T A STREET C344.6 2%344.80.7%0.5% 344.8 2.3%343.32%344.4 2%0.5%346.10.5%346.9346.80.5%2%0.5%347.6 1.4%2%346.3 2%347.7347.42%GBGB0.5%2%346.82% HP 0.6%347.50.5%2 %3%0 . 5 % 3 4 6 . 6 346.60.5%2.3%2% 344.9 0.5%2% 344.1 0.5%343.80.5%2%GB343.0 0.5%2%0.5% 342.5 342.20.5%2%341.9 343.1 343.3 2%1.4%345.0344.2 2%0.5%344.9 345.7 0.5%2%0.5% 344.6 3 4 5 . 9 345.62%HP 346.2 345.8 0.5% 345.4 0.5%2%345.8 1.0%2% 343.0 1.5%2%344.0344.80.5%2%345.1345.50.5%2%346.2345.70.5%346.0344.0 0.5%343.92%0.5%2%343.40.5%344.6342.8 LP 343.4 342.8 LP 343.3 339.8 LP 341.1 CL 344.2 HP 343.4 LP 344.0 HP 340.9 GB 347.0 2%2%0 . 5 % 3 4 6 . 6346.5343.8 2% 342.9 2% 2%0.7%343.7 344.8GB LPLP 344.8 2 %2%R I D G E C C C C C C C C C C 344.3 345.4 FF 346.3 P 345.1 FF 347.0 P 345.8 P 346.3FF 347.5P 347.0FF 348.2P 346.6FF 347.8FF 348.3P 347.1P 345.8FF 347.0F F 3 4 7 . 7 P 3 4 6 . 5 F F 3 4 7 . 4 P 3 4 6 . 2 FF 346.0 P 344.8 FF 347.3P 346.1P 346.7FF 347.9P 343.4FF 344.6P 343.0FF 344.2P 345.9FF 346.9P 345.4FF 346.6P 344.9FF 346.1P 344.6FF 345.8P 344.2FF 345.4P 343.9FF 345.1FF 345.5 P 344.2 P 345.1 FF 346.3 FF 346.0 P 344.8FF 345.3 P 344.1 FF 343.9 P 342.7 P 343.1FF 344.3 FF 342.9 P 341.7 FF 344.0 P 342.8 FF 344.4 P 343.2 FF 345.2 P 344.0 A B C D J I F DG HRIDGECURB OPENING (TYP)CURB OPENING ( T Y P ) E CC C K0.6% 3 4 5 . 9 0.5% 2 % GB 0.5% 342.5 2%343.5 HP 343.6 0.5% 2%345.92 %347.0347.2GB2 % 2 %347.9 NH 14 & 15 342.6 343.7 342.6 2%2%HEADWALLCANAL 2Z1.35%2%2%CITY STD. DEPRESSED DWY DETAIL CD-106 (TYP) FLUSH CURB ROLLED CURB FLUSH CURBROLLED CURBFLUSH CURBROLLED CURBROLLED CURBFLUSH CURB ROLLED CURB 2 % C c C R=20' R=20' R=15' R=15' R=5' R=5' R=15' R=15' R=15' R=15' R=15' R=15' R=15'(TYP) R=15' R=17.78' R=5' (TYP) R=15' R=15' R=15' R=20' R=20' R=15'R=15' R=23.56' R=23.56'12' TRAIL12' TRAILD O L M M N R=22' R=25' R=25'EVANH8 NH7NH LINENH LINE Y96"SD (HM) 96"SD (HM) EX.TOP OF BANK 78' EX.TOP OF BANK 50'± (EXISTING CANAL 2) 13' MIN. VARIES 12' TRAIL 1' MIN 12' TRAIL 11'+ LANDSCAPE(PROPOSED) SECTION Y-Y NTS CANAL 2 EXIST GROUND FLOWLINE EX GROUND PROPOSED GROUND 10'± LANDSCAPE ALAMEDA COUNTY ZONE 7 PARCEL 3:1 SL O P E 3:1 S L O P E WETLAND BENCH ZONE 7 ACCESS EASEMENT ZONE 7 ACCESS BUILDING FACEBUILDING FACEPROPOSEDTOP OF BANKNEIGHBORHOODS 7/8NEIGHBORHOODS 14/15 P/L P/L 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED HOA PARCEL HOA PARCEL RIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNEL PARCEL AND WITHIN THE BUFFER AREAS SHALL BE SUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BE DETAILED ON LANDSCAPE PLANS BY GATES ASSOCIATES/CARDNO) 20' ZONE 7 ACCESS EASEMENT (RIPARIAN PLANTING) * * EX.TOP OF BANK 78' EX.TOP OF BANK 50'± (EXISTING CANAL 2) 13' MIN. VARIES 12' TRAIL 1' MIN 12' TRAIL 8'+ LANDSCAPE(PROPOSED) SECTION Z-Z NTS CANAL 2 EXIST GROUND FLOWLINE EX GROUND PROPOSED GROUND 16'± LANDSCAPE ALAMEDA COUNTY ZONE 7 PARCEL 3:1 SL O P E3:1 S L O P E WETLAND BENCH ZONE 7 ACCESS EASEMENT ZONE 7 ACCESS BUILDING CORNERBUILDING FACEPROPOSEDTOP OF BANKNEIGHBORHOODS 7/8NEIGHBORHOODS 14/15 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED P/L P/L HOA PARCEL HOA PARCEL 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED RIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNEL PARCEL AND WITHIN THE BUFFER AREAS SHALL BE SUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BE DETAILED ON LANDSCAPE PLANS BY GATES ASSOCIATES/CARDNO) 20' ZONE 7 ACCESS EASEMENT (RIPARIAN PLANTING) * * NOTES: 1.FOR CROSS SECTIONS NOT SHOWN ON THIS SHEET, SEE SHEET 1.5 FOR ADDITIONAL CROSS SECTIONS NOTE: THE FINAL CIVIL DESIGN AND LANDSCAPE DESIGN OF CANAL 2 IMPROVEMENTS: THE PAVED ACCESS TRAIL, PLANTING WITHIN ZONE 7'S OWNERSHIP PARCEL FOR CANAL 2 AND WITHIN THE 20FT ACCESS EASEMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY ZONE 7. C C C C C C C C C CIRON HORSE PARKWAYARNOLD ROADDUBLIN BOULEVARD STREET ASTREET ASTREET CSTREET BSTREET B COURT BSTREET E STREET E STREET F STREET DSTREET B COURT DCOURT ECOURT CSTREET A C O U R T A STREET C27"SS18"SD1 8 " S D 12 " S D 8"SD8"SD 18"SD18"SD12"SD18"SD8"SD 8"S D 8"SD 8"SD18"SD12"SD18"SD 12"SD 1 2 " S D 8"SD 12"SD SD8"SD 18"SD60"SD18"SD 18"S D 18"SD 18"SD 12"SD 12"SDSDSD 18"SD 18"SD18"SD 60"SD60"SD8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"SS 8"SS8"SS 8"SS8"SS8"SS8"SS8"SS 8 " S S 8"SS 8"SS 8"SS8"SS8"SS 8"SS8"SS8"SS8"SS8"SS 8 " S S 8"SS8"SS 8"SS 8"SS8"SS 18"SD EX 8"WEX 8"RWEX 8"WEX 8"WEX 8"WEX 8"SSEX 48"SDEX 48"SDEX 24"SDEX 18"SD EX 24"SDEX24"SDEX 18"SD EX24"SDEX 24"SD8"SD 8 " S D 8"SD 8"SD 18"SD60"SD 60"SD8"SS8"SS8"SSINV 329.0 EX INV 328.9 INV 331.5INV 331.5 INV 331.4 INV 337.0INV 332.0 INV 335.2 INV 335.1 INV 339.5 INV 338.0 INV 332.6 INV 331.9INV 331.9INV -2.7 INV 334.4 INV 332.7 INV 332.6INV 332.6 INV 332.5 INV 334.2 INV 333.2 INV 334.2 INV 335.7 INV 333.8INV 333.8 INV 333.7 INV 334.0INV 334.0 INV 333.9 INV 337.0 INV 332.2INV 332.2 INV 332.2 INV 339.9INV 339.9 INV 339.8 INV 341.0 INV 340.5 INV 341.0 INV 337.0INV 337.0 INV 336.9 INV 338.0 INV 331.4INV 331.4 INV 331.3 INV 334.0 INV 332.0 INV 332.0 INV 340.0 INV 340.0 INV 336.4 INV 336.4 INV 336.8INV 336.8 INV 336.8 INV 337.0INV 337.0 INV 337.0 INV 335.4INV 338.9 INV 335.4 EX INV 333.9 INV 330.8INV 337.5INV 337.5INV 337.5INV 337.5 INV 337.5 INV 338.9INV 338.9INV 338.9 INV 338.9 INV 332.0 INV 332.0 INV 330.9 INV 330.9 INV 332.2 INV 332.2 INV 332.5 INV 332.5 INV 334.5 INV 334.5 10 LF 77 LF 72'-60"SD S=0.0042 48'-60"SD S=0.0042 363'-60"SD S=0.0030 55 LF INV 338.4 INV 338.4 INV 338.48"SD8"SD 18"SD12"SD8" SD8"SD8"SDEVA96" SD (HM) 96" SD (HM)NH LINENH LINE NH7NH8 8"W8"W8"W 8"W8"W8"W 8"W 8"W 8"W8"W8"W 8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8 " W 8"W8"W8"W 8"W 8"W8"W8"W12"SD18"SDCANAL 218"SDPOTABLE WATER LATERAL & METER (TYP) SS LATERAL (TYP) FIRE SERVICE LATERAL(TYP) 12"SD 8"SS8"SS 8"SS8"W8"W8"W TYPICAL UTILITY CONNECTION DETAIL STREET FCOURT E IRON HORSE PARKWAYARNOLD ROADDUBLIN BOULEVARDSTREET ASTREET ASTREET CSTREET BSTREET B COURT BSTREET ESTREET E STREET F STREET DSTREET B COURT CSTREET A CANAL 2C O U R T A STREET CNH 14 & 15 DMA #1 DMA #2 DMA #3 DMA #4COURT DCOURT EDMA #5 DMA #6 DMA #7 DMA #8 DMA #9 DMA #10 DMA #11 DMA #12 DMA #13 DMA #14 DMA #15 DMA #16 DMA #22 DMA #21 DMA #23 DMA #17 DMA #20 DMA #19 DMA #18 DMA #28 DMA #31 DMA #24 DMA #25 DMA #26 DMA #27 DMA #29 DMA #30 #5 #6 #1 #2 #3 #4 #7 #8 #9 #10 #12 #11 #13 #15 #20 #14 #18 #17 #22 #23 #16 #21 #24 #29 #25 #30 #27 #31 #28 #19 #26 #33 #32 DMA #33 DMA #32 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 7,632 18,366 25,998 9,469 379 403 2 7,595 17,403 24,998 9,335 373 448 3 3,929 6,992 10,921 4,629 185 220 4 7,289 11,965 19,254 8,486 339 410 5 6,384 2,685 9,068 6,652 266 361 6 37,960 18,921 56,881 39,853 1,594 1,786 7 24,769 7,634 32,403 25,533 1,021 1,058 8 7,939 2,967 10,906 8,236 329 336 9 10,465 3,814 14,279 10,846 434 456 10 10,689 4,874 15,563 11,176 447 461 11 22,779 8,430 31,209 23,622 945 1,786 12 1,668 827 2,495 1,751 70 72 13 12,232 5,380 17,612 17,736 709 710 14 6,576 0 6,576 6,576 263 264 15 3,776 749 4,525 3,851 154 160 16 4,866 5,284 10,150 5,394 216 220 17 11,797 3,830 15,628 12,180 487 496 18 7,778 8,673 16,452 8,646 346 350 19 6,065 564 6,629 6,121 245 250 20 6,608 2,542 9,151 6,863 275 275 21 7,410 6,449 13,858 8,055 322 734 22 8,161 4,248 12,409 8,586 343 344 23 4,807 4,051 8,858 5,212 208 432 24 12,740 13,893 26,633 14,129 565 643 25 6,065 2,818 8,883 6,347 254 383 26 4,792 1,800 6,592 4,972 199 200 27 13,661 4,700 18,360 14,131 565 614 28 6,400 2,326 8,726 6,633 265 270 29 6,828 2,882 9,709 7,116 285 288 30 4,460 3,559 8,019 4,815 193 194 31 8,554 8,801 17,355 9,434 377 384 32 9,981 4,448 14,429 10,426 417 430 33 7,824 1,996 9,820 8,024 321 402 NOTES: 1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3 STORMWATER TECHNICAL GUIDANCE JANUARY 1, 2015. 2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA + 10% OF PERVIOUS AREA 3.RAINFALL INTENSITY = 0.2 IN/HR 4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE 5.THE TREATMENT AREA REQUIRED IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 6.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGN TO REDUCE THE EFFECTIVE IMPERVIOUS AREA. DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY SILVA CELL C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 NTS SECTION A-A C/L 50' PUE, PAE, DSRSD, EVAE 42' 4' S/W 8' PARKING 13' TRAVEL WAY 4' S/W 8' PARKING 13' TRAVEL WAY AC 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB SECTION B-B 13' TRAVEL WAY 7' PARALLEL PARKNG 4' S/W 4' S/W C/L 33' 13' TRAVEL WAY AC AB 41' PUE, PAE, DSRSD, EVAE SECTION C-C C/L 23' PUE, PAE, DSRSD, EVAE 0.5'0.5'11'11'3.5' FLUSH CURB, SEE DETAIL ON SHEET 0.3 GARAGE FLR.GARAGE FLR. 3.5' AC AB ROLLED CURB, SEE DETAIL ON SHEET 0.3 C/L SECTION D-D 27' PUE, PAE, DSRSD, EVAE 0.5' GARAGE FLR. 3.5'3.5' GARAGE FLR. 13'13' 0.5' 26' AC AB F/C F/C F/C F/C 22'F/C F/C F/C F/C BUILDING BUILDING CURB & GUTTER, SEE DETAIL ON SHEET 0.3 BUILDING 4' S/W BUILDING ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 P/L P/L 0.5' B/C 0.5' B/C P/L P/L 0.5' B/C 0.5' B/C P/L P/L P/L P/L 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 STREET F NTS STREET D NTS STREET B, STREET E, COURT A, COURT D NTS STREET B, STREET C 6' PUE 3' PUE 6' PUE 6' PUE SECTION F-F AC AB C/L 26'4' S/W 4' S/W C/L DISTANCE VARIES (47.5'-50.5') PUE, PAE, DSRSD, EVAE PERPENDICULAR PARKING (DIST. VAR. 15'-18') 26' TRAVEL WAY 13'13' 6' S/W 3.5' GARAGE FLR. 0.5' SECTION G-G AC AB C/L 38.5' PUE, PAE, DSRSD, EVAE 26' TRAVEL WAY 13'13' 4' S/W 5' GARAGE FLR. 0.5' SECTION H-H AC AB FLUSH CURB, SEE DETAIL ON SHEET 0.3 F/C F/C 34' PUE, PAE, DSRSD, EVAE F/C F/C F/C F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 BUILDING DISTANCE VARIES (7' MIN.) CURB & GUTTER, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 0.5' B/C 0.5' B/C P/L P/L P/L 0.5' B/C P/L P/L P/L 0.5' B/C 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 NTS STREET A NTS STREET B NTS STREET B 13'13' SECTION E-E AC AB C/L 22' 4' DRIVEWAY F/C F/C 0.5' GARAGE FLR. BUILDING DISTANCE VARIES P/L P/L 0.5' B/C 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 NTS PRIVATE ALLEY 11'11' 8' PARKING 9' BUILDING 26.5' PUE, PAE, DSRSD, EVAE 5' PUE6' PUE BUILDING DISTANCE VARIES (7' MIN.) 6' PUE 10'8'5'10'10'8'5'5' 6' PSE 61' RIGHT OF WAY BUILDINGS IN NBHD 2 DISTANCE VARIES (4'-14'±) 6' PSE BUILDING IN NBHD 8 C/L R/W R/W S/W PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY TRAIL PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB VARIES 4'TO 18' DISTANCE VARIES 2' SHOULDER 10' TRAIL 2' SHOULDER 6' LANDSCAPE AREA 12' RIGHT TURN LANE EX BIKE LANE EX TRAVEL LANE EX TRAVEL LANE EX TRAVEL LANE EX MEDIAN ISLAND BOUNDARY-R/W AC AB PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 EX AC PVMT 36' FC FC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 0.5' B/C F/C 0.5' B/C 0.5' B/C PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 AC AB PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 EX MEDIAN VARIES 0.5' B/C F/C BOUNDARY-R/W 8' S/W 7' PWAY 6' BIKE LANE 14' TRAVEL LANE PARKWAY WITH STORM WATER TREATMENT PSE SECTION M-M NTS DUBLIN BOULEVARD SECTION N-N NTS IRON HORSE PARKWAY SECTION O-O NTS ARNOLD ROAD 14'EX 12' PSE AND SWE 3' BUILDINGS IN NBHD 7 1' SAWCUT 1' SAWCUT 3' 2" GRIND & OVERLAY SECTION J-J AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L 26'4' F/C F/C 0.5' 34' PUE, PAE, DSRSD, EVAE DRIVEWAY (18' MIN.) GARAGE FLR. BUILDING DISTANCE VARIES P/L 0.5' P/L 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 NTS PRIVATE ALLEY 13'13' SECTION I-I AC AB C/L 22'4' S/W 4' S/W F/C F/C 30' PUE, PAE, DSRSD, EVAE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 BUILDING DISTANCE VARIES (3'± MIN.) BUILDING DISTANCE VARIES (3'± MIN.) 0.5' B/C 0.5' B/C P/L P/L 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 NTS PRIVATE ALLEY 11'11' SECTION K-K NTS STREET A AC AB C/L 26'4' S/W F/C F/C 0.5' 34' PUE, PAE, DSRSD, EVAE DISTANCE VARIES GARAGE FLR. BUILDING DWY (8'±) P/L P/L 0.5' B/C 13'13' ROLLED CURB, SEE DETAIL ON SHEET 0.3 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 PUE AC AB PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 EX AC PVMT 0.5' B/C F/C 8' S/W 7' PWAY 15' RIGHT TURN LANE PARKWAY WITH STORM WATER TREATMENT SECTION L-L NTS ARNOLD ROAD EX 12' PSE AND SWE 0.5' MIN BUILDINGS IN NBHD 7/8 BOUNDARY-R/W EX 6' BIKE LANE 1' SAWCUT GALENA STREET ARNOLD ROAD MONROE AVENUE EX. 8" W TO BE REMOVED 4TH STREETEX. FIBER OPTICEX. 6" W TO BE REMOVED EX. ELECTRICAL HORIZON PARKWAYREMOVEDEX. SS TO BECENTRAL PARKWAYEX. FIBER OPTIC E X . S S T O B E R E M O V E D PARCEL E 12 4 10 798 6 5 21 3 11 PARCEL APARCEL D PARCEL G PARCEL F GALENA STREET HORIZON PARKWAYARNOLD ROADCENTRAL PARKWAY161'68'12'16' 3'136'13'10'9'136'3' 16'12'71'161'101' 13'10'10'12'147'147'88'87' 7'4'137'102'162'155'102'102'155'102'98'162'102'102'88'134'53'81'37'40'6'4'41'14'3' 2'21'1'16'109'14'31'1' 3 '47'4'6'4 0'138'161'70'8'19'26'82' 82'28'41'15'15'12' 12'15'18'11' 12'3' 3'3' 3' 5' 3' 2'1'22'2' 2 2' 9'11' 3' 3' 2 2'N88°24'09"W 333.27'N1°35'51"E 736.14'N88°24'09"W 330.45'Δ=90 ° 0 0 '00"L= 4 2 . 4 1'R=2 7 . 0 0'Δ=90°00'0 0 "L=42.41 'R=27.00 ' 9 8 6 5 21 3 11 PARCEL A (PUE, PAE, EVAE, DSRSD) PARCEL E 12 410 7 PARCEL D (PSE, PAE, EVAE, DSRSD) TRACT 8361 PARCEL B MAPPED INTO TRACT 8362 TRACT 8361 PARCEL C MAPPED INTO TRACT 8362STREET GCOURT F162'155'149'155'162'25'S1°23'35"W 768.37' 8'8' 101'100'99'73' PARCEL G (ZONE 7) PARCEL F (ZONE 7)50'30' EX STREET, UTILITY AND ROADWAY EASEMENT TO ALAMEDA COUNTY 12' PAE ZONE 7 MAINTENANCE ESMT NH16 NH/PHASE LINE 12' PAE ZONE 7 MAINTENANCE ESMT NH9 18'32'16'CANAL 2 COURT GPROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL B PARCEL OF TRACT 8361 PARCEL C PARCEL OF TRACT 8361 PARCEL D PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL E HOA LANDSCAPE PARCEL LOTS 1 THRU 12 RESIDENTIAL CONDOMINIUMS (96 UNITS) PARCEL F DRAINAGE PARCEL TO BE CONVEYED TO ALAMEDA COUNTY ZONE 7 PARCEL G DRAINAGE PARCEL TO BE CONVEYED TO ALAMEDA COUNTY ZONE 7 NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /FOR HOA MAINTENANCE RESPONSIBILITIES. FUTURE SCHOOL SITE TRACT 8309 (NH5) PARCEL AREA TABLE PARCEL #AREA (SF±)PARCEL #AREA (SF±) 1 2 3 4 5 6 13983 14426 14433 14398 16656 15887 7 8 9 10 11 12 15887 15887 16670 15968 12665 16031 PARCEL A PARCEL D PARCEL E PARCEL F PARCEL G 40445 22592 3835 13416 20055 4 6 5 21 3 PARCEL A PARCEL G PARCEL F GALENA STREET HORIZON PARKWAYARNOLD ROADCENTRAL PARKWAY161'68'12'16'3 '136'13'10'9'136'3' 16'12'71'161'13'10'10'12'147'147'88'87'7'4'137'102'162'155'102'102'155'161'70' Δ=90 ° 0 0 '00"L=4 2 . 4 1'R=2 7 . 0 0'6 5 21 3 PARCEL A (PUE, PAE, EVAE, DSRSD) 4 PARCEL CPARCEL BN1°35'51"E 206.06'S88°24'09"E 56.35'S88°24'09"E 157.65'S1°35'51"W 87.94'S88°24'09"E 315.35'N1°35'51"E 414.17' 3' STREET HSTREET GCOURT F30' EX STREET, UTILITY AND ROADWAY EASEMENT TO ALAMEDA COUNTY PARCEL F (ZONE 7) 101' 414' 99'73' 155'162'25'42'S1°23'35"W 318.42'N88°24'09"W 99.86'99'2' 5'12' PAE ZONE 7 MAINTENANCE ESMT NH16 NH/PHASE LINE NH9 16'CANAL 2 COURT GPROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL B PARCEL TO BE RETAINED BY OWNER FOR FUTURE DEVELOPMENT PARCEL C PARCEL TO BE RETAINED BY OWNER FOR FUTURE DEVELOPMENT LOTS 1 THRU 6 RESIDENTIAL CONDOMINIUMS (48 UNITS) PARCEL F DRAINAGE PARCEL TO BE CONVEYED TO ALAMEDA COUNTY ZONE 7 NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /FOR HOA MAINTENANCE RESPONSIBILITIES. FUTURE SCHOOL SITE TRACT 8309 (NH5) PARCEL AREA TABLE PARCEL # 1 2 3 4 AREA (SF±) 13983 14426 14433 14398 PARCEL # 5 6 PARCEL A PARCEL F AREA (SF±) 16656 15888 40445 13416 GALENA STREET HORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET HSTREET GLOOP H COURT GCOURT FHP TC 354.5 1%1%1%1%1%1%1%1%355. 1 GL355.0GL355.0GL354.6GL354.6 1.07%1%1%1%1.88%GL353.4 GL353.5GL353.2GL353.5GL352.9 0.57% GL353.5 1.07%1%1%1%GL351.7 GL351.8GL351.50.57% GL351.8 GL351.8GL351.21.07%1%1%1%1.88%GL350.0 GL350.1GL349.80.57% GL350.1 GL350.1GL349.51.07%1%1%1%1.88%GL348.1 GL348.2GL347.90.57% GL348.2 GL348.2GL347.6 355.2354.1353.5351.8350.1348.3 1.1%1.1%1.1%1.1% 0.5%TC 354.3 0.5%TC 354.1 354.65TC 354.0 TC 353.8 354.2353.91%LP TC353.4 1.2%2.5%HP TC353.84%LP TC352.6 353.50.5%354.3 GB TC 353.4 GB TC 3%353.2 TC1%352.9 TC 352.6 TC 1.07%1.07% 0.5%352.4 GB TC 351.7 GB TC 2.3%351.5 TC1%351.2 TC 350.9 TC0.5%350.7 GB TC2.3%350.0 GB TC 349.8 TC1%349.5 TC 349.2 TC0.5%349.0 GB TC 348.1 GB TC 347.9 TC 3%1.4% 347.5 TC 347.6 TC 347.3 TC0.5%347.1TC TC 347.01%TC 347.3 HP TC 347.5 1%4%HP TC353.53.5%1%2%2%TC 352.5 3%TC 352.21.75% HP TC351.4 3%3.6%3.75%HP TC350.53.5%TC 349.81%4%HP TC349.91%3%TC349.7TC349.3TC349.7 1%LP TC348.4 HP TC349.0 3%1%1%1%1%1%1%3 5 3 . 6 GL353.7GL353.1GL353.1HP TC353.0 352.9351.1350.9350.7350.0349.8349.4 350.8350.90.5%0.5%TC 351.8GL352.2GL352.6 1% 1% 352.1 HP TC 1% 1%GL352.8GL352.6 1%1%3 5 2 . 7 1%1%0.5%0.5%GL352.24% 4% 4%352.9TC TC 352.9352.0TC TC 352.01%1%1%1%1%1%3 5 0 . 6 GL350.7GL350.5 GL350.5 GL350.3 GL350.3 GL350.1HP TC350.0 0.5%0.5%349.9TC TC 349.94% 4% 4% 1% 1% 1% 1%352.7TC TC352.7352.6TC TC 351.8349.1349.6349.0348.8 0.5%GL349.2GL349.6 1% 1% 349.1 HP TC 1% 1%GL349.8GL349.6 1%1%3 4 9 . 7 1%1%0.5%TC 349.0TC 349.0TC350.5TC349.6 TC 350.6 TC 350.0LP TC349.6TC348.7TC348.8TC349.7348.2TC 348.10.5%TC 348.23.2%2% TC 347.9TC 347.5 347.7TC 347.8 LP347.9347.6346.2 1.07%1% 1%0.57%GL347.7GL347.8 GL347.5GL347.8GL347.21.83% 1%GL347.80.75%TC 347.6 TC 347.2346.9TC0.5%LP TC346.7TC347.9 TC 347.9LP TC347.2 1.5%2%3.5%348.2 TC TC 347.61.36%LP TC 346.5 TC 346.9 3.5%3.3%TC 346.3 1% 2% TC 347.2 TC 347.10.5%0.5%2% 346.8TC 346.7TC GL346.8GL346.8 GL347.4 GL347.2GL347.21% 1%1%1%1% 1%1%1%3 4 7 . 3 346.7HP TC 0.5%346.5LP TC 0.75% TC 346.6TC 346.6 0.5%1%1%1%1%0.8%347.3 TC1%1% 346.7 TC 346.6 TC 0.8%346.4LP TC 346.9GB TC0.5%1%346.5 TC 346.5LP TC0.5% 346.7TC0.5%346.6TC GL347.0GL347.0 346.9346.9TC 347.2TC 347.7TC 344.9 TC 346.7TC 347.2TC 346.8GL347.0GL346.9GL346.7 GL346.31%0.5% 1% 1%1%346.3TC 346.4TC FF 355.5FF 353.8FF 352.1FF 350.4FF 348.5 FF 354.0FF 353.1FF 351.0FF 350.1FF 348.1 FF 347.7 FF 347.3 TC 346.5 TC 346.6 346.8TC RIDGE346.5TC 1%346.2TC 2%0.5%346.0TC 2% 353.2 TC 353.4 HP TC 352.9 TC 353.2 TC 351.5TC 351.7 HP TC 351.2 TC 351.5 TC 349.8 TC 350.0 HP TC 349.5 TC 349.8TC 347.9 TC 348.1 347.6 TC 347.9 TC 353.4 TC 353.4TC TC 353.2 TC 352.4 TC 352.4TC 352.2TC 352.2 TC 350.4 TC 350.4TC 350.2 TC 350.2 TC 349.4 TC 349.4TC TC 349.2 TC 347.7 HP TC 347.5TC 347.5 TC 347.2 TC 346.7 TC 346.9HP TC 346.4 TC 346.7 TC 347.1 TC347.1 TC 346.9 TC 346.9 TC P 348.9 P 349.8 P 351.9 P 352.8 P 354.3P 352.6P 350.9P 349.2P 347.3 P 346.9 P 346.5 P 346.1 C D D B B B A A FUTURE SCHOOL SITE Z V X W Y 346.1 GB 344.7 LP 347.5 HP 347.0 LP 349.2 HP 348.7 LP 351.91350.7 GB 347.2 HP 346.8 LP 347.8 HP 346.8 LP 347.8 GB 354.4 354.6 PARCEL D F GL354.8GL354.8GL352.9GL353.3EEGL349.5GL349.9EGL347.6GL348.0HP TC GL351.2GL351.6354.9 TC 354.9 TC F GL353.5 GL353.5 GL352.4 GL352.4 GL353.3 GL353.3 353.2 FF TC 349.0TC 348.1 F GL349.2GL350.1TC 349.6TC 348.7 349.2 GL349.4 GL349.4 E HP TC 346.8 GL347.6 GL347.2 F GL347.0GL347.0F GL346.4 GL346.8 GL355.2 NH/PHASE LINE 3%4.7%352.9ROLLED CURB W/ SPILL GUTTERROLLED CURB ROLLED CURB ROLLED CURB W/ SPILL GUTTERTC 348.0HPTC 348.4HP0.9%ROLLED CURB ROLLED CURB W/ SPILL GUTTER ROLLED CURB ROLLED CURB W/ SPILL GUTTER CURB & GUTTER W/ CITY STD. DWY DETAIL CD-11 TC 347.1 1.88%2%2%2%2%2%1%1.1%347.6 LP1.9% 5%5%5%5%5%5%352.95%5%5% E G R=15' R=10' R=10' R=15' R=15' R=15' R=15' R=15' 2% 347.76 347.5 LP 347.22%R=15'R=3'(TYP) R=15'(TYP) R=15'R=15' R=10'R=28'R=28' R=3'(TYP) LP TC 345.9 LP TC 346.1 HP TC 346.3 LP TC 346.1 TC 347.6 LP TC 349.1 LP TC 348.6 TC 349.0 TC 350.8 LP TC 341.7 TC 352.8 353.9 348.0348.4 R=40' R =40'R=40'R=40' NH/PHASE LINE NH9 NH/PHASE LINE CURB & GUTTER W/ CITY STD. DWY DETAIL CD-111 NH16 LP TC 346.6 H CANAL 2 SECTION V-V B/C 5' S/W F/C CURB & GUTTER NTS STREET G 10' INTERIM L/S 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE STREET G SECTION W-W B/C 6' S/W F/C CURB & GUTTER NTS STREET H 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE STREET H18' PARKING STALL SECTION X-X B/C 5' L/S F/C INTERIM CURB NTS STREET H 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE STREET H B/C 5' S/W F/C CURB 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE STREET H SECTION Y-Y NTS STREET H 3' L/S INTERIM LANDSCAPE SECTION Z-Z 4' S/W NTS PASEO 4' L/S 10' EXISTING GROUND ARMY FENCE INTERIM DEVELOPER WOOD FENCE PASEO WALKWAY 0.5'0.5'0.5'0.5' P/LP/LP/LP/LP/LPSE 5' INTERIM LANDSCAPE NOTES: 1.FOR CROSS SECTIONS NOT SHOWN ON THIS SHEET, SEE SHEET 2.6 FOR ADDITIONAL CROSS SECTION. 2.THE FINAL CIVIL DESIGN AND LANDSCAPE DESIGN OF CANAL 2 IMPROVEMENTS: THE PAVED ACCESS TRAIL, PLANTING WITHIN ZONE 7'S OWNERSHIP PARCEL FOR CANAL 2 AND WITHIN THE 20FT ACCESS EASEMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY ZONE 7. GALENA STREET HORIZON PARKWAYARNOLD ROADCENTRAL PARKWAYSTREET H STREET GLOOP H COURT GCOURT F8"W8"W8"W 8"W 8"W 8"SS8"SS 8"SS 8"SS8"SS 8"SS12"SD 12"SD 12"SD 12"S D SD 12"SD12"SD8"SD8"SD8"SD8"SD18"S D 8"SD12"SD8"SD8" S D 12"SDEX 12"SSEX 8"SS EX 8"SSEX 8"SSEX 8"SS EX 8"RWEX 12"RW EX 8"W EX 8"WEX 8"WEX 8"WEX 8"WEX 24"SDEX 18"SDEX 18"SDEX 18"SD EX 18"SDEX 18"SDEX 18"SD EX 18"SDEX 18"SDEX 18"SDEX 18"SD EX 18"SDEX 18"SD EX 18"S D EX 18"SD 8"SS 8"W 8"W8"W 8"W8"W 8"W 8"W8"W8"SS8"SS8"SS8"SS8"SS 8"SS8"SS8"SS 8"SS8"SS8"SS8"SS 8"SS 8"SS8"SS8"SS8"SS 8"SS8"SS 8"SS8"SS8"SS 8"SSEX 18"SDEX 18"SD SD SDSDSD 12"SD INV 338.6 INV 339.4 INV 341.0 INV 341.0 INV 340.0 INV 340.6 INV 341.0 INV 336.9 INV 343.0 INV 344.0 INV 344.5 INV 341.8 INV 345.5 INV 342.7 INV 348.0 INV 348.0 INV 343.2 INV 344.0 INV 347.0 INV 345.5 INV 344.0 INV 341.3 INV 342.0 EX INV 340.9 INV 345.0 INV 346.0 INV 345.1 INV 347.1 EX INV 342.7EX INV 343.6 EX INV 343.3 INV 341.0 INV 340.0 INV 344.1 EX INV 339.8 EX INV 340.0 INV 343.3 INV 344.5 INV 344.4 12"SD 12"SD12"SD 12"SD12"SD12"SD12"SD12" SD 12"SD INV 342.2 INV 344.312"SD12"SD8"SD8"SD8"SD8"SD8"SD 18"S D 12"SD12"SD8"SDNH/PHASE LINE NH9NH16 NH/PHASE LINE NH/PHASE LINE 8"S D 8"SD12"SD 8"S D 12"SD8"SS8"SD8"SD 12"SDCOURT G 8"SS 8"SD 8"SD EX 12"RWEX 8"WEX 18"SD SS LAT. W/CLEAN OUT(TYP) 8"W 8"SS8"SS8"SS POTABLE WATER LATERAL FOR 3 WATER METERS (TYP) PER DSRSD DETAIL W-24B POTABLE WM & WATER LATERAL (TYP)8"SD8"SD TYPICAL UTILITY CONNECTION DETAIL GALENA STREET HORIZON PARKWAYCENTRAL PARKWAYSTREET HSTREET GLOOP H COURT GCOURT FDMA #1 FUTURE SCHOOL SITE DMA #4 DMA #5 DMA #16DMA #9 DMA #25 DMA #3 DMA #2 DMA #29 DMA #32 DMA #28 DMA #6 DMA #7 DMA #27 DMA #26 DMA #11 DMA #19 DMA #20 DMA #30 DMA #22 DMA #10 DMA #8 DMA #24 DMA #12 DMA #13 DMA #14 DMA #15 DMA #31 DMA #18 DMA #17 DMA #21 DMA #23 #6 #1 #30 #22 #23 #21#17 #31 #18 #24 #20 #15 #19#11#7 #2 #5 #27 #3 #29 #4 #32 #28 #8 #9 #12 #26 #25 #10 #13 #16 #14 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 1850 1403 3253 1990 80 107 2 2435 1569 4004 2592 104 160 3 5863 3210 9073 6184 247 368 4 12550 2785 15335 12829 513 645 5 9540 1005 10545 9641 386 415 6 3458 2403 5861 3698 148 160 7 6730 3472 10202 7077 283 320 8 2435 1241 3676 2559 102 120 9 3741 0 3741 3741 150 160 10 7526 3787 11313 7905 316 322 11 6730 3472 10202 7077 283 303 12 4870 855 5725 4956 198 360 13 7190 304 7494 7220 289 368 14 10624 0 10624 10624 425 462 15 2435 2035 4470 2639 106 120 16 13340 240 13580 13364 535 560 17 7919 220 8139 7941 318 368 18 1700 1615 3315 1862 74 120 19 6730 3472 10202 7077 283 320 20 6730 3495 10225 7080 283 303 21 2435 1472 3907 2582 103 146 22 6286 200 6486 6306 252 256 23 2435 1753 4188 2610 104 253 24 14700 357 15057 14736 589 596 25 1925 225 2150 1948 78 163 26 9887 0 9887 9887 395 440 27 5221 0 5221 5221 209 216 28 6995 1400 8395 7135 285 430 29 4355 1308 5663 4486 179 204 30 3458 2514 5972 3709 148 150 31 4870 5045 8100 5375 215 215 32 12351 1509 13860 12502 500 521 NOTES: 1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3 STORMWATER TECHNICAL GUIDANCE JANUARY 1, 2015. 2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA + 10% OF PERVIOUS AREA 3.RAINFALL INTENSITY = 0.2 IN/HR 4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE 5.THE TREATMENT AREA REQUIRED IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 6.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGN TO REDUCE THE EFFECTIVE IMPERVIOUS AREA. DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY SILVA CELL C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 17' PUE, PSE, DSRSD, EVAE GARAGE FLR.GARAGE FLR. AC AB 3' DWY MIN ROLLED CURB, SEE DETAIL ON SHEET 0.3 ROLLED CURB WITH SPILL GUTTER, SEE DETAIL ON SHEET 0.3 3' DWY MINP/L P/L 22'5' S/W AC AB F/C B/C 5' S/W SECTION A-A GARAGE FLR. B/C 6' S/W 42' PUE, PSE, DSRSD, EVAE 8.5' 0.5' 18' PARKING (15' COMPACT) 24' TRAVEL WAY 5' S/W 3.5' F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 23' PUE, PSE, DSRSD, EVAE GARAGE FLR.GARAGE FLR. AC AB 3' DWY MIN ROLLED CURB, SEE DETAIL ON SHEET 0.3 ROLLED CURB WITH SPILL GUTTER, SEE DETAIL ON SHEET 0.3 3' DWY MINP/L P/L 22' TRAVEL WAYF/C F/C 0.5'0.5' 0.5'16'0.5' F/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 0.5'0.5' F/C B/C0.5' F/C AC AB P/L B/C F/C 23' PUE, PSE, DSRSD, EVAE NTS COURTS F AND G SECTION B-B NTS STREET H SECTION C-C NTS STREET G SECTION D-D NTS PRIVATE ALLEY BLDG 8'± BLDG 8'± 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 NOTE: CITY STANDARD DETAIL CD-111 "DEPRESSED DRIVEWAY APPROACH" TO BE USED FOR PRIVATE MOTOR COURTS 5' PUE PUE 5' P/L P/L P/L C/L RW 6' PSE 14'6'5'8' SW TRAVEL WAY BIKE LANE PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB PWAY 3'5'-21'12'12'6'5'8' 6' PSE MEDIAN ISLAND (8'-24') MEDIAN CURB, SEE DETAIL SHEET 0.3 LEFT TURN LANERIGHT TURN TRAVEL LANE BIKE LANE PWAYS/W RW 84'-100' RIGHT OF WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 SECTION H-H NTS CENTRAL PARKWAY N9/N10 8.5' MIN 27' PUE, PAE, DSRSD, EVAE 26' TRAVEL WAY 0.5' GARAGE FLR.GARAGE FLR. AC AB 0.5' 3' DWY MIN FLUSH CURB, SEE DETAIL ON SHEET 0.3 ROLLED CURB, SEE DETAIL ON SHEET 0.3 3' DWY MINP/L P/L F/C F/C SECTION E-E NTS MOTORCOURTS SECTION F-F NTS MOTORCOURTS 27' PUE, PAE, DSRSD, EVAE 26' TRAVEL WAY 0.5' GARAGE FLR.GARAGE FLR. AC AB 0.5' 3' DWY MIN ROLLED CURB, SEE DETAIL ON SHEET 0.3 3' DWY MIN F/C F/C C/L ROLLED CURB, SEE DETAIL ON SHEET 0.3 13'13' P/L P/L RW 6' PSE 10' S/W 6' PSE PARKING RW 56' RIGHT OF WAY CURB & GUTTER, SEE DETAIL ON SHEET 0.3 PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 5' PWAY 5' S/W PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA F/C F/C AC AB B/C 0.5'B/C0.5' 36' 8' TRAVEL LANE 10' PARKING 8' TRAVEL LANE 10' N9/N10 10' MIN SECTION I-I GALENA STREET SECTION G-G NTS ARNOLD ROAD P/L 10' MIN 12' TRAIL 13' BUFFER (RIPARIAN PLANTING) EX 30' STREET EASEMENT EX R/W ALAMEDA COUNTY ZONE 7 PARCEL 24.5' EX TOP OF BANK EX CURB AND GUTTER EXISTING ARNOLD ROAD AC TRAIL EX GROUND ZONE 7 ACCESS EASEMENT 3:1 S L O P E 3:1 SL O P E EX CANAL 2 PROPOSED R/W NEIGHBORHOODS 19/16 LANDSCAPE HOA PARCEL 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED RIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNEL PARCEL AND WITHIN THE BUFFER AREAS SHALL BE SUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BE DETAILED ON LANDSCAPE PLANS BY GATES ASSOCIATES/CARDNO). * * BUILDING N9-16 NOTE: THE FINAL CIVIL DESIGN AND LANDSCAPE DESIGN OF CANAL 2 IMPROVEMENTS: THE PAVED ACCESS TRAIL, PLANTING WITHIN ZONE 7'S OWNERSHIP PARCEL FOR CANAL 2 AND WITHIN THE 20FT ACCESS EASEMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY ZONE 7. IRON HORSE PARKWAYCENTRAL PARKWAY CANAL 23RD STREETEX 6" W TO BE REMOVEDEX. ELEC.EX SS TO BE REMOVEDEX. ELEC.EX SS TO B E REM OVED EX 8" W TO BE REMOVEDEX 12" W TO BE REMOVED 96"SD (HM) 96"SD (HM) IRON HORSE PARKWAYCENTRAL PARKWAY STREET AASTREET DDSTREET CC 93' 93'90'90'97'97'97'99'97'99'97'99'97'99'97'95'100'4'6'65'73'69'94'31'19'54'60'76'90'51'88'39'21'40'86'1'2' 95' 5'92'118' 7'4' 7 ' 3' 79'10'10'92'32'4 '7'3 '9'5 '5'41' 43'56'94'98' 15'83'89'22'76' 99'88'65'33' 98'78'88' 15' 44'99'88'89' 15'78'97'76'88'79'89'97'18'13'13'80'82'69'148'141'66'7'76'4'141'21' 10'10' 6'21' 59'52'138'148'15 '69'62' 52' 16'133'7' 57'149'138'138'148'69' 59'59'59' 10'10' 21' 37' 21'144'13'3'6'2 ' 45' 7' 10'10' 21' 69'144'148'58'2 3'116'22 '59' 19' 120' 131'2' 4'24'9'47'3'15'40'24' 3' 24'12'3' 3 6'44'N52°40'34"E 522.09'N88°24'09"W 49.96' R=843.00'Δ=9°56'56"L=146.38' R=487.00'Δ=9°56'56"L=84.56' R=533.00' Δ=7°14'29"L=67.36 R=470.00' Δ=7°14'29"L=59.40N88°24'09"W 598.42'R=27.00'Δ=90°00'00 "L=42.41 N1°35'51"E 395.34'COURT VCOURT WCOURT XCOURT Y ARNOLD ROADFUTURE SCHOOL SITE TRACT 8361 NH16 TRACT 8363(NH10)NH7 & NH8 CANAL 2PARCEL DPARCEL CPARCEL BPARCEL E PARCEL A STREET BBPARCEL A (PUE, PAE, EVAE, DSRSD)S1°23'35"W 57.16'164'85'18'70'98'99'99'99'99'97' 120' PARCEL F PARCEL GS88°24'09"E 16.75' 21' PARCEL M OF TRACT 8260 TO BE MAPPED WITH TRACT 8367 S88°24'09"E 681.56' 43' 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45° 45°45° 45°45° 45° 45° 90° 45°45°45°45°45° 45° 45° 90° 45°45° 45° 45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 90° 45°45° 45° 45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° NH LINE NH LINE NH14 NH15 NH14 R=27.00'Δ=48°40'39 " L=22.94 PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL B HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL C HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL D HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL E HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL F HOA LANDSCAPE PARCEL PARCEL G ALAMEDA COUNTY ZONE 7 DRAINAGE PARCEL TO BE CONVEYED TO FLOOD CONTROL DISTRICT LOTS 1 THRU 29 RESIDENTIAL CONDOMINIUM (158 UNITS) NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. PARCEL AREA TABLE PARCEL #AREA (SF±)PARCEL #AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 8510 9494 9689 9689 9689 9689 9591 8763 9138 9841 9306 9042 8798 8682 8824 8646 9253 6670 9879 8810 21 22 23 24 25 26 27 28 29 PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G 9163 9217 8913 8907 9053 8925 10796 8226 6960 81446 2971 2903 3032 6586 17298 8588 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45° 45° 45° 90° 45°45°45°45°45° 45° 45° 90° 45°45° 45° 45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 90° 45°45° 45°45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 343.1 344.70.5%345.40.5%345.80.5%0.5%346.2HP 345.70.5%0.5%346.2HP 0.5%345.9 LP 0.5%HP 346.20.5%LP 345.90.57%343.4 346.5HP1.0% HP0.5%0.5%0.8%2.%2.1%346.0344.90.55%1%0.75%2%346.0LP0.56%346.4HP0.57%345.9LP0.6% 346.3HP0.5% 345.9LP0.67% 346.3HP 0.57% 345.5 346.6 1.0%347.6 347.10.5% 345.0 HP 343.6 LP 343.7 GB 344.4 LP 346.2 HP 345.7 LP 346.4 HP 345.9 LP 346.7 HP 345.9 LP 346.9 HP 346.1 GB 344.7 LP 347.2 HP 346.8 LP 347.8 HP 346.8 LP 347.8 GB 343.0 LP 343.6 HP 342.8 LP 343.4 342.8 LP 343.3 344.2 HPIRON HORSE PARKWAYSTREET AASTREET DDSTREET BB STREET CC COURT VCOURT WCOURT XCOURT Y 2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2%2% 2% FF 344.8 P 343.6 FF 345.5 P 344.3 FF 346.0 P 344.8 FF 346.5 P 345.3 FF 347.0 P 345.8 FF 347.5 P 346.3 FF 347.3 P 346.1 FF 347.1 P 345.9 FF 347.9 P 346.7 FF 348.0 P 346.8 FF 348.6 P 347.4 FF 347.6 P 346.4 FF 347.1 P 345.9 FF 347.2 P 346.0 FF 347.5 P 346.3FF 347.2 P 346.0 FF 347.0 P 345.8FF 346.0 P 344.8 FF 345.0 P 343.8 FF 344.7 P 343.5 FF 345.6P 344.4FF 346.2P 344.50FF 346.3P 345.1FF 346.3P 345.1FF 347.1P 345.9FF 347.3P 346.1FF 347.6P 345.8FF 347.1P 345.9FF 346.8P 345.6345.1 345.3 345.7345.32% 2%2% 346.4 347.3 HP 346.8346.2346.1345.9 LP 0.5%1%HP 346.7A B B F G HHH C D E FUTURE SCHOOL SITE NH16 ARNOLD ROADNH7CANAL 2NH10 CENTRAL PARKWAY 346.12.%346. 3 C C C NH8 I 344.3 345.6 345.9 344.11.8%2%LP343.02% 6" CURB & GUTTER WITH CITY STD. DWY DETAIL CD-111 CURB & GUTTER CURB & GUTTER 6" CURB & GUTTER WITH CITY STD. DWY DETAIL CD-111 6" CURBCURB &GUTTERROLLED CURBFLUSH CURBROLLED CURBFLUSH CURBROLLEDCURBROLLED CURBFLUSH CURBR=15'R=20' R=20'R=20' R=5' R=5' (TYP) R=5' R=15'R=20' R=20' R=20' R=5'(TYP) R=15'R=15'R=10' R=10' R=15' (TYP) R=24' R=46'12' TRAIL12' TRAILL J KR=15' R=15'R=40'R = 40' R=16' R=15' R=15' R=14'R=40'R=40' R=15' R=15' R=15' R=15'R=40'R= 4 0 ' R=3' R=5'(TYP) NH LINE NH14 NH15 NH14 NH LINE M96"SD (HM) 96"SD (HM) EX.TOP OF BANK 78' EX.TOP OF BANK 50'± (EXISTING CANAL 2) 13' MIN. VARIES 12' TRAIL 1' MIN 12' TRAIL 11'+ LANDSCAPE(PROPOSED) SECTION M-M NTS CANAL 2 EXIST GROUND FLOWLINE EX GROUND PROPOSED GROUND 10'± LANDSCAPE ALAMEDA COUNTY ZONE 7 PARCEL 3:1 SLO P E3:1 S L O P E WETLAND BENCH ZONE 7 ACCESS EASEMENT ZONE 7 ACCESS BUILDING FACEBUILDING FACEPROPOSEDTOP OF BANKNEIGHBORHOODS 7/8NEIGHBORHOODS 14/15 P/L P/L 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED HOA PARCEL HOA PARCEL RIPARIAN LANDSCAPE WITHIN THE ZONE 7 CHANNEL PARCEL AND WITHIN THE BUFFER AREAS SHALL BE SUBJECT TO REVIEW/APPROVAL BY ZONE 7. (TO BE DETAILED ON LANDSCAPE PLANS BY GATES ASSOCIATES/CARDNO) 20' ZONE 7 ACCESS EASEMENT (RIPARIAN PLANTING) * * NOTES: 1. SEE SHEET 6.5 FOR ADDITIONAL CROSS SECTIONS. NOTE: THE FINAL CIVIL DESIGN AND LANDSCAPE DESIGN OF CANAL 2 IMPROVEMENTS: THE PAVED ACCESS TRAIL, PLANTING WITHIN ZONE 7'S OWNERSHIP PARCEL FOR CANAL 2 AND WITHIN THE 20FT ACCESS EASEMENT SHALL BE SUBJECT TO REVIEW AND APPROVAL BY ZONE 7. CCCCCCCCC45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45° 45° 45° 45°45° 45° 45° 90° 45°45°45°45°45° 45° 45° 90° 45° 45° 45°45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 90° 45° 45° 45°45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°IRON HORSE PARKWAYCENTRAL PARKWAY STREET AASTREET DDSTREET BB STREET CCCOURT VCOURT WCOURT XCOURT Y 12"SD12"SD 12"SD 12"SD12"SD12"SD 12"SD12"SD12"SD12"SD 12"SD12"SD12"SD 12"SD12"SD12"SD 12"SD 12"SD EX 12"SS EX 12"SS EX 8"SS EX 8"SS EX 8"RW EX 8"RWEX 12"RWEX 8"RW EX 8"RWEX 8"RWEX 8"WEX 8"W EX 8"WEX 8"WEX 8"W EX 8"W EX 36"SD EX 30"SDEX 24"SDEX 30"SDEX 24"SD EX 24"SD EX 24"SD EX 24"SD EX 18"SDEX 18"SDEX 18"SDEX 18"SDEX 18"SDEX 18"SDEX 18"SD EX 18"SD EX 18"SDEX 18"SDNH7EX 8"SSEX 8"SSEX 15"SS EX 24"SDEX 24"SD12"SD8"SD 8"SD 8"SD8"SD8"SD8"SD8"SD 8"SD8"SD8"SD8"SD8"W 8"W 8 " W 8"W8"W8"W8"W8"W 8"W8"W 8"W8"W8"W 8"W8"W 8"W8"W8"SS 8"SS 8 " S S 8"SS8"SS8"SS 8"SS8"SS 8"SS8"SS 8"SS8"SS 8"SS8"SS 8"SS EX 8"W 12"SD 8"SS INV 336.0 EX INV 336.0 INV 335.6INV 335.6 EX INV 335.6 INV 335.8 INV 335.8 INV 339.1 INV 339.1 INV 336.3INV 336.3 INV 336.3 INV 337.5INV 337.5 INV 337.5 INV 339.0 INV 339.0 INV 337.2INV 337.2INV 337.2 INV 337.2 INV 338.0 INV 335.2 INV 334.2INV 334.2 INV 334.1 INV 337.3INV 337.3 INV 337.3 INV 341.0 INV 338.0 INV 334.9 INV 338.5INV 338.0 INV 333.4INV 333.5 INV 333.4 EX INV 332.2 12"SD12"SDNH LINE NH14 NH15 NH14 NH LINE 96"SD (HM) 96"SD (HM)CCC45° 45° 90° 45° 45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45° 45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° SS LATERAL (TYP) FIRE LATERAL (TYP) SS LATERAL w/ CLEANOUT POTABLE WATER LATERAL & METER (TYP) POTABLE WATER LATERAL FOR 3 WATER METERS (TYP) PER DSRSD DETAIL W-24B 8 " W 8"W 8 " S S 8"SS 8"SS SS LATERAL w/ CLEANOUTFIRE SERVICEDDC/BF DDC/BF FS PRIVATE SS CLEANOUT PRIVATE POTABLE WATER LATERAL (TYP)2" W2" W6" SSPRIVATE SS CLEANOUT PRIVATE POTABLE WATER LATERAL (TYP)2" W2" W6" SSPOTABLE WATER LATERAL FOR 3 WATER METERS (TYP) PER DSRSD DETAIL W-24B GAS SERVICE FOR 2 BUILDINGS (TYP) PRIVATE SS LATERAL w/ CLEANOUT (TYP) PRIVATE SS LATERAL w/ CLEANOUT (TYP) ELECTRIC SERVICE TO 2 BUILDINGS (TYP) JOINT TRENCH (MAIN LINE) INV 341.0 TYPICAL UTILITY CONNECTION DETAIL COURT Y IRON HORSE PARKWAYCENTRAL PARKWAY STREET AASTREET DDSTREET BB STREET CCCOURT VCOURT WCOURT XCOURT Y NH 7 & 8 DMA #5DMA #6DMA #20 DMA #22 DMA #32 DMA #31 DMA #24 DMA #25 DMA #30 DMA #29 DMA #28 DMA #26 DMA #14 ARNOLD ROADNH7 NH10 DMA #13 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45°45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45° 45° 90° 45° 45°90° 45°90° 90° 45° 45° 45° 45°45°45°45° 45° 45° 90° 45° 45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 90° 45° 45°45°90°45° 45° 90° 45° 90° 90°45° 45° 45° 45°45° 45°45° 45° 45° 90° 45°45°45°45°45° 45° 45° 90° 45° 45° 45°45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 90° 45° 45° 45°45° 45°45° 90° 90° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°45° 45° 45°45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° 45° 45° 90° 45°45° 45° 45° 90° 45° 90° 45°45° 45° 90° 45° 45° 45° 45° DMA #16 DMA #15DMA #3DMA #1DMA #2DMA #4DMA #7DMA #8DMA #9DMA #10DMA #11DMA #12DMA #19 DMA #18 DMA #21 DMA #23 DMA #17 DMA #34 DMA #39 DMA #27 DMA #33 DMA #35 DMA #36 DMA #38DMA #37 DMA #40DMA #41 #1 #2 #3 #20 #21 #19 #18 #23 #24#22 #17 #4 #5 #6 #7 #8 #9 #10 #11 #12 #13 #14 #16 #15 #27 #26#25 #29#30#31#32 #28 #41 #33 #34 #39 #38#37#36#35 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 3,949 2,141 6,090 4,164 167 200 2 7,511 2,964 10,475 7,807 312 420 3 7,821 2,964 10,785 8,117 325 326 4 2,829 1,994 4,823 3,028 121 122 5 1,767 0 1,767 1,767 71 72 6 5,365 1,376 6,741 5,503 220 220 7 8,317 3,123 11,440 8,630 345 444 8 8,501 3,176 11,677 8,818 353 378 9 5,931 3,649 9,580 6,296 252 260 10 7,906 4,026 11,932 8,308 332 357 11 5,658 3,908 9,566 6,049 242 244 12 5,658 3,059 8,717 5,964 239 240 13 8,723 3,934 12,656 9,116 365 564 14 12,661 6,961 19,622 13,357 534 535 15 5,403 2,784 8,187 9,687 387 390 16 15,223 5,991 21,214 15,822 633 668 17 7,906 8,206 16,112 8,727 349 496 18 5,544 5,305 10,849 6,075 243 400 19 4,268 3,891 8,159 4,657 186 280 20 994 635 1,629 1,058 42 48 21 10,425 3,123 13,547 1,629 65 355 22 1,750 566 2,317 1,629 65 86 23 6,368 2,259 8,628 6,594 264 303 24 12,623 3,397 16,020 12,963 519 547 25 10,146 4,047 14,193 10,551 422 422 26 11,291 4,369 15,660 11,728 469 504 27 5,285 1,176 6,461 5,403 216 220 28 4,450 0 4,450 4,450 178 178 29 3,110 0 3,110 3,110 124 124 30 1,481 0 1,481 1,481 59 80 31 3,106 0 3,106 3,106 124 124 32 4,062 0 4,062 4,062 162 162 33 2,829 1,211 4,040 2,950 118 118 34 5,658 2,762 8,420 5,934 237 238 35 5,658 2,745 8,403 5,932 237 238 36 5,658 2,722 8,380 5,930 237 238 37 5,658 4,173 9,831 6,075 243 245 38 5,658 4,093 9,751 6,067 243 244 39 7,365 6,564 13,929 8,021 321 353 40 6,320 6,139 12,459 6,934 277 280 41 4448 2,064 6,512 4,654 186 190 NOTES: 1.THE CALCULATIONS SHOWN IN TABLE HEREON ARE BASED ON ALAMEDA COUNTY CLEAN WATER PROGRAM, C.3 STORMWATER TECHNICAL GUIDANCE JANUARY 1, 2015. 2.EFFECTIVE IMPERVIOUS AREA = IMPERVIOUS AREA + 10% OF PERVIOUS AREA 3.RAINFALL INTENSITY = 0.2 IN/HR 4.BIORETENTION SOIL MIX TO HAVE A MINIMUM 5 IN/HR INFILTRATION RATE 5.THE TREATMENT AREA REQUIRED IS BASED ON A SIZING CRITERIA OF (0.2 IN/HR)/(5 IN/HR)=0.04 6.INTERCEPTOR TREES WILL BE IDENTIFIED IN DESIGN TO REDUCE THE EFFECTIVE IMPERVIOUS AREA. DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY SILVA CELL C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 C/L 52' PUE, PAE, DSRSD, EVAE 42' 5'8'13' TRAVEL WAY AC AB CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 P/L F/C 0.5' B/C 13' TRAVEL WAY 6' PUE C/L 44' PUE, PAE, DSRSD, EVAE 34' 8' PARKING 13' TRAVEL WAY AC AB CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 P/L F/C 0.5' B/C 5'13' TRAVEL WAY P/L F/C 0.5' B/C 6' MIN B/C C/L 13'5' S/W P/L 36' PUE, PAE, DSRSD, EVAE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C 0.5' 13'5' S/W P/L F/C 0.5'B/C PUE (3' MIN) PUE (3' MIN) B/C C/L 13'5' S/W P/L 36' PUE, PAE, DSRSD, EVAE AC AB F/C 0.5' 13'5' S/W P/L AC F/C 0.5'B/C 3' PUE 3' PUE ROLLED CURB, SEE DETAIL ON SHEET 0.3 ROLLED CURB, SEE DETAIL ON SHEET 0.3 BUILDINGBUILDING SECTION A-A NTS STREET AA SECTION B-B NTS STREET BB BUILDING BUILDING SECTION C-C NTS STREET AA GARAGE FLR. 5'± DWY APRON GARAGE FLR. 5'± DWY APRON SECTION D-D NTS STREET CC BUILDING PUE 5'8' P/L F/C 0.5' B/C 3' PUE BUILDING S/W S/WPARKINGPARKING NOTE: CITY STANDARD DETAIL CD-111 "DEPRESSED DRIVEWAY APPROACH" TO BE USED FOR PRIVATE ALLEYS AND INDIVIDUAL DRIVEWAYS NOTE: CITY STANDARD DETAIL CD-111 "DEPRESSED DRIVEWAY APPROACH" TO BE USED FOR PRIVATE ALLEYS AND INDIVIDUAL DRIVEWAYS 6' MIN 3' S/W 5' PUE 3' S/W 55' PUE, PAE, DSRSD, EVAE 44' 6' S/W 18' PERPENDICULAR PARKING 13' TRAVEL WAY P/L C/L 13' TRAVEL WAY CURB & GUTTER, SEE DETAIL ON SHEET 0.3 ROLLED CURB WITH SPILL GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/CF/C P/L 0.5'B/C0.5'B/C 5' S/W 25' PUE, PAE, DSRSD, EVAE 24' 0.5' GARAGE FLR. AC AB C/L0.5' 3.5'± DWY APRON ROLLED CURB, SEE DETAIL ON SHEET 0.3 12'12' P/LP/L F/CF/C 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 BUILDING DISTANCE VARIES C/L 44' PUE, PAE, DSRSD, EVAE 34' 5'13' TRAVEL WAY AC AB CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 P/L F/C 0.5' B/C 5'13' TRAVEL WAY P/L F/C 0.5' B/C 6' PUE 3' PUE 21' PUE, PAE, DSRSD, EVAE 0.5'0.5' 20' FLUSH CURB, SEE DETAIL ON SHEET 0.3 GARAGE FLR.GARAGE FLR. DWY APRON (3.5'±) AC AB ROLLED CURB, SEE DETAIL ON SHEET 0.3 F/C P/L F/C P/L SECTION E-E NTS STREET CC BUILDINGBUILDING SECTION F-F NTS COURT Y SECTION G-G NTS STREET DD GARAGE FLR. 18' DWY SECTION H-H NTS COURT V, COURT W AND COURT X DWY APRON (3.5'±) 8' S/W PARKING S/W C/L 43' PUE, PAE, DSRSD, EVAE 33' 5'7'13' TRAVEL WAY AC AB CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 P/L F/C 0.5' B/C 5'13' TRAVEL WAY P/L F/C 0.5' B/C 6' PUE BUILDINGBUILDING SECTION I-I NTS STREET BB 6' PUE S/W S/WPARKING C/L R/W R/W 6' PSE 6' PSE 77' RIGHT OF WAY 10'8'6'11'12'11'6'5'8' SW 6'6' SW WITH TREE WELLS PARALLEL PARKING BIKE LANE TRAVEL WAY DUAL TURN LANE TRAVEL WAY BIKE LANE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB BUILDING IN NBHD 14 SCHOOL PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 F/C F/C 54' PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 B/C 0.5'B/C0.5' C/L RW 6' PSE 14'6'5'8' SW TRAVEL WAY BIKE LANE PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB PWAY 3'5'-21'12'12'6'5'8' 6' PSE MEDIAN ISLAND (8'-24') SPILL CURB, SEE DETAIL SHEET 0.3 LEFT TURN LANERIGHT TURN TRAVEL LANE BIKE LANE PWAYS/W RW 84'-100' RIGHT OF WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 B/C0.5' B/C 0.5' N16 N14 BUILDING IN NBHD 14 SECTION J-J NTS CENTRAL PARKWAY SECTION K-K NTS CENTRAL PARKWAY 10'8'5'10'10'8'5'5' 6' PSE 61' RIGHT OF WAY BUILDINGS IN NBHD 10 6' PSE BUILDING IN NBHD'S 14 AND 15 C/L R/W R/W SW PWAY PARKING TRAVEL LANE TRAVEL LANE PARKING PWAY TRAIL PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB 36' FC FC 0.5' B/C 0.5' B/C PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 SECTION L-L NTS IRON HORSE PARKWAY NTS ARNOLD ROAD 12'6' TRAVEL LANEBIKE LANE EX RW PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 AC AB 30' ESMT 13' BUFFER 12' TRAIL PAE, ZONE 7 MAINT ESMT7' MIN BUILDINGS IN NBHD 14 14' DRAINAGE AT LOW POINT 7'±5.5' S/W FC 0.5' B/C EX GROUND EX HEADWALL EX AC PVMT EX CANAL 2 ZONE 7 PARCEL PLPL