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HomeMy WebLinkAbout5.1 Boulevard Residential SDR & VTMPage 1 of 6 STAFF REPORT PLANNING COMMISSION DATE: May 8, 2018 TO: Planning Commission SUBJECT: Boulevard Residential Project – Site Development Review and Vesting Tentative Tract Map applications for Neighborhoods 19-24 (Phases 4 and 5) of the Boulevard Residential Project and revisions to Neighborhoods 14 and 15 from Phase 3 (PLPA-2016-00064). Prepared by:Amy Million, Principal Planner and Kristi Bascom, Consulting Planner EXECUTIVE SUMMARY: The Applicant, Dublin Crossing, LLC, is requesting a Site Development Review Permit and Vesting Tentative Tract Map approval for the final six residential neighborhoods located in Phases 4 and 5 of the Boulevard Residential Project (Neighborhoods 19-24), which is located in the Dublin Crossing Specific Plan are a. The proposed project includes 510 residential units comprised of duets, townhomes, and detached small -lot single-family homes, related infrastructure, and landscape improvements. The Applicant has also requested consideration of revisions to Neighborho ods 14 and 15 in Phase 3, which were originally approved in May 2017. The Planning Commission held a study session on April 10 to review the site and architectural details of the application and to provide feedback to the Applicant , and will now consider approval of the requested entitlements. RECOMMENDATION: Disclose ex-parte contacts, conduct the public hearing, deliberate and a) Adopt the Resolution approving a Site Development Review Permit for Neighborhoods 19-24 within Phases 4 and 5 of the Boulevard Project; b) Adopt a Resolution approving Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 to create individual neighborhoods and development parcels on 42.16 acres within Phases 4 and 5 of the Boulevard Project; c) Adopt a Resolution approving an Amendment to the Site Development Review Permit approval for Neighborhoods 14 and 15 within Phase 3 of the Boulevard Project; AND d) Adopt a Resolution approving an Amendment to Vesting Tentative Tract Map 8367 for Neighborhood 14 and 15 with Phase 3 of the Boulevard Project. PROJECT DESCRIPTION: The Applicant, Dublin Crossing, LLC has submitted development applications for Neighborhoods 19-24, located in Phases 4 and 5 of the Boulevard Project. This encompasses the last area of development of the Boulevard Project. The proposal 5.1 Packet Pg. 9 Page 2 of 6 includes neighborhood layout and architectural designs for 510 units on approximately 42.16 acres as detailed in Table 1 below. Table 1: Development Summary Neigh- borhood Land Use District Product Type No. of Units Parking requirement Parking required Parking provided Surplus provided 19 DC Medium High Density (14.1-20 units/acre) Duets 91 2 spaces per unit plus 1 guest parking space 273 273 - 20 DC Medium Density (6-14 units/acre) Small-lot single family 75 2 spaces per unit plus 1 guest parking space 225 260 35 21, 22, 23 DC Medium High Density (14.1-20 units/acre) Townhouse and small- lot single family 244 2 spaces per unit plus 1 guest parking space 732 798 66 24 DC Medium Density (6-14 units/acre) Small-lot single family 100 2 spaces per unit plus 1 guest parking space 300 461 161 Total - - 510 - 1,530 1,792 262 The location of Neighborhoods 19-24 are shown in Figure 1 below. Figure 1: Site Plan for Neighborhoods 19-24 The applicant is also proposing amendments to the Site Development Review (SDR) approval for Neighborhoods 14 and 15 located in Phase 3, and the Vesting Tentative Map (VTM) 8367, which approved the layout and infrastructure design for Neighborhoods 14 and 15. The proposed architectural changes are for Neighborhood 15 only; no architectural changes to Neighborhood 14 are proposed. However, because 5.1 Packet Pg. 10 Page 3 of 6 both neighborhoods share an interconnected street network, the neighborhood layout for both is changing slightly. Therefore, the approval for the subdivi sion layout for both Neighborhood 14 and 15 are included in the request. The Planning Commission is considering the architecture and site design for six new neighborhoods and revisions to two previously-approved neighborhoods, as follows: 1. SDR permit approval to construct six new neighborhoods (Neighborhoods 19-24) located in Phases 4 and 5, that include duets, townhomes, and detached small- lot single-family homes, landscape improvements, and street improvements; 2. VMTs 8370, 8371, 8372, and 8373 to c reate individual neighborhoods and parcels for Neighborhoods 19-24; 3. Revisions to the SDR permit approval to Neighborhoods 14 and 15; and 4. Revisions to VTM 8367 to create a slightly different layout for Neighborhoods 14 and 15 than originally approved. ANALYSIS: The Planning Commission held a study session to review the proposed project on April 10, 2018. Please refer to the study session staff report for a complete description of the project (Attachment 1). At the study session, the Planning Commission provided feedback on several design components, including specific comments on several neighborhoods. In response to these comments, the Applicant has made modifications to the architecture. This staff report focuses on the changes made in response to feedback from the Planning Commission. Site Development Review – Neighborhoods 19-24 (Phases 4 and 5) Neighborhood 19: • Added materials and enhancements to side elevations that are visible from any streets. Noted location of side and rear yard fences so it was more evident which portions of the elevation would be visible and which would not. Updates shown on Sheets A 19.1, A19.6-A19.14, A19.17 and A19.18, A19.22 and A19.23, A19.27 and A19.28, A19.33 and A19.34, A19.38 and A19.39, A19.43 and A19.44, a nd A 19.55 through A19.58 were updated to illustrate where the private yard fences are and to illustrate additional materials added to the buildings at the first floor. (Attachment 3B) Neighborhood 20: • Provided an exhibit illustrating those homes which will be restricted to two stories and which could be three. The two-story homes will be concentrated along Street E. Sheet C.2.1 was updated to include references to the two- and three-story plans. (Attachment 3C) Neighborhood 21: • Revised color schemes for Neighborhood 21 to add more variety and variation, shown on Sheets A21.1, A.21.28-A21.32.1, A21.37, A21.40, A21.44-A21.48.1, and A21.58. Sheet C.3.1 notes which buildings will have enhanced elevations and enhanced garage doors. (Attachment 3E) Neighborhood 22: • Revised available schemes to add additional color blocking and avoid 5.1 Packet Pg. 11 Page 4 of 6 monochromatic gray tones in Neighborhood 22, as shown on Sheets A22.1, A22.4, A22.7, A22.10, and A22.20 (Attachment 3F) Neighborhood 23: • Revised color schemes to add more variation to three color schemes in Neighborhood 23, as shown on Sheets A23.5, A23.6, A23.7, and A23.16 (Attachment 3G) Neighborhood 24: • Identified material enhancements to those side and rear elevations that face Horizon Parkway, as shown on Sheets A15.1, A15.4 , A15.7, and A15.17, as shown on Sheets A4.0, A4.24-A4.32, and A4.35-A4.43. (Attachment 3H) Site Development Review Amendment - Neighborhoods 14 and 15 (Phase 3) Neighborhood 15: • Revised available schemes to add additional color blocking and avoid monochromatic gray tones. (Attachment 5) The Resolution approving the SDR for the Neighborhoods 19-24 is included as Attachment 2, with the project plans included as Attachment 3. The Resolution approving the Amendment to the SDR for Neighborhoods 14 and 15 is included as Attachment 4, with the project plans included as Attachment 5. The plans for Neighborhoods 14 and 15 include only those sheets from the original approval that are changing as a result of the proposed modifications. The Table of Contents in Attachment 5 notes all the pages that were in the original, approved plan set. Only those sheets highlighted with red text are subject to the Neighborhood 14/15 SDR Amendment. All other pages originally found in the Phase 2/3 SDR/VTM plan set remain as is and contain no modifications. Vesting Tentative Tract Maps 8370-8373 and Amendment to VTM 8367 The Applicant has submitted an application for approval of Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 to create individual neighborhoods and parce ls on approximately 42.16 acres within the Boulevard Project Area Phases 4 and 5 (Neighborhoods 19-24). The maps create the individual development parcels within each neighborhood, identify those areas that will be reserved as open and/or common space, and identifies roadway rights of way to provide access to, through, and around any the neighborhood subdivisions. All of the Vesting Tentative Tract Maps have been reviewed by the City’s Engineering Staff for compliance with engineering principles and with Master Vesting Tentative Map 8150, which created the five original phasing parcels for the larger Boulevard development. The Resolution approving VTMs 8370-8373 for Neighborhoods 19-24 is included as Attachment 6, and the maps are included with the Project Plans in Attachment 3I (Sheets 0.1- 4.4). 5.1 Packet Pg. 12 Page 5 of 6 The Resolution approving the Amendment to VTM 8367 for Neighborhoods 14 and 15 is included as Attachment 7, and the maps are included with the Project Plans in Attachment 5 (Sheets 6.0-6.5). Public Art Compliance The Applicant is satisfying the requirements of the City’s Public Art Ordinance on -site. A Public Art Master Plan has been approved by the City Council that identifies the location of future public art installations and details how the public art requ irement will be satisfied in a comprehensive fashion. The individual installations of public art will be reviewed and approved by the Heritage and Cultural Arts Commission and City Council as appropriate. Affordable Housing The Development Agreement for the Boulevard Project addressed the satisfaction of the affordable housing obligation for the first 1,600 residential units in the project. The Development Agreement requires the applicant to address the affordable obligation for those units in excess of 1,600 units. With the approval of Neighborhoods 19-24 and the modifications to Neighborhood 15, there will be 1,758 units within the Boulevard Project. Therefore, the developer is required to address the affordable obligation for these 158 units in accordance with the Inclusionary Housing Regulations (DMC 8.68). A condition of approval has been placed on the SDR for Neighborhoods 19 -24 to ensure compliance with the Inclusionary Regulations (Attachment 2, Condition #19). PUBLIC NOTICING: A public notice was mailed to all property owners and occupants within 300 feet of the Dublin Crossing Specific Plan area to advertise the previous study session and this public hearing. A public notice also was published in the East Bay Times and posted at several locations throughout the City. A copy of this Staff Report has been provided to the Applicant. ATTACHMENTS: 1. Planning Commission Staff Report dated April 10, 2018 without Attachments 2. Resolution Approving a Site Development Review Permit for Neighborhoods 19-24 within Phases 4 and 5 of the Boulevard Project 3A. Exhibit A to Attachment 2 Project Plans - Intro Sheets 3B. Exhibit A to Attachment 2 Project Plans - Neighborhood 19 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index 3E. Exhibit A to Attachment 2 Project Plans - Neighborhood 21 3F. Exhibit A to Attachment 2 Project Plans - Neighborhood 22 3G. Exhibit A to Attachment 2 Project Plans - Neighborhood 23 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 3I. Exhibit A to Attachment 2 Project Plans - VTM 4. Resolution Approving an Amendment to the Site Development Review Permit approval for Neighborhoods 14 and 15 within Phase 3 of the Boulevard Project 5.1 Packet Pg. 13 Page 6 of 6 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project 6. Resolution Approving Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 to create individual neighborhoods and development parcels on 42.16 acres of th e Boulevard Project 7. Planning Commission Resolution Approving VTM for Phase 3 Neighborhood 14 -15 5.1 Packet Pg. 14 Page 1 of 15 STAFF REPORT PLANNING COMMISSION DATE: April 10, 2018 TO: Planning Commission SUBJECT: Boulevard Residential Project – Study Session to review Site Development Review and Vesting Tentative Tract Map applications for 510 units in the final six neighborhoods (Phases 4/5) of the Boulevard Residential Project (PLPA-2016-00064) and revisions to Neighborhoods 14/15 from Phases 2/3 (PLPA-2016-00057) Prepared by:Amy Million, Principal Planner and Kristi Bascom, Consulting Project Planner EXECUTIVE SUMMARY: The Applicant, Dublin Crossing, LLC, is requesting Site Development Review and Vesting Tentative Tract Map approval for the final six residential neighborhoods (Phases 4/5) of the Boulevard Residential Project, which is located in the Dublin Crossing Specific Plan area. The proposed project includes 510 residential units comprised of duets, townhomes, and detached small-lot single-family homes, related infrastructure, and landscape improvements. The Applicant has also requested consideration of revisions to Neighborhoods 14 and 15 (from Phases 2/3), which were approved in May 2017. The Planning Commission will hold a Study Session to review these applications before taking action on the project. RECOMMENDATION: Staff recommends that the Planning Commission receive presentations from Staff and the Applicant on the proposed project. PROJECT DESCRIPTION: Background The Dublin Crossing Specific Plan (DCSP) area is generally bounded by Scarlett Drive to the west, Dublin Boulevard to the south, Arnold Road to the east, and 5th Street to the north (on the Camp Parks base). The DCSP includes 189 acres originally owned by the U.S. Army to be turned over to private development in phases. The entire Boulevard project area is shown below. 7.1 Packet Pg. 85 5.1.a Packet Pg. 15 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 2 of 15 Figure 1: Vicinity Map When the DCSP was approved in 2013 (City Council Resolution 187 -13), and as later amended, the conceptual phasing plan illustrated the fact that the development of the whole area was expected to take place in five phases over the course of several years. The Specific Plan allows for the development of up to 1,995 residential units, up to 200,000 square feet of commercial uses, a 30 acre community park, and a 12 acre joint use park/school site. Master Vesting Tentative Map 8150, approved in 2014 (Planning Commission Resolution 14-14), divided the 189-acre Dublin Crossing Project Area into large lot “master” parcels to coincide with the five anticipated phases of development. Along with the Master Vesting Tentative Map, the Planning Commission also approved the Master Landscape Plan for the overall project area. Shortly thereafter, Dublin Crossing, LLC, a group made up of Brookfield Residential, CalAtlantic, and Cal-STRS (a California-based pension fund), acquired the project, branded it “Boulevard”, and began work on designing the individual neighborhoods that together will create the residential development envisioned in the Specific Plan. The Site Development Review Permit (SDR) and neighborhood-level Vesting Tentative Map (VTM) approvals for Phase 1 of the Boulevard project were reviewed and approved by the Planning Commission in June 2016 (Resolutions 16 -10 and 16-11). Phase 1 included six neighborhoods and a total of 453 residential units to be developed on approximately 28.34 acres. The location of Phase 1 in the overall Boulevard project area is shown in Figure 2 below. 7.1 Packet Pg. 86 5.1.a Packet Pg. 16 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 3 of 15 Figure 2: Site plan for Phases 1A and 1B The SDR and neighborhood-level VTM approvals for Phases 2 and 3 of the Boulevard project were reviewed and approved by the Planning Commission in May 2017 (Resolutions 17-05 and 17-06). Phases 2 and 3 included twelve neighborhoods and a total of 791 units on approximately 54.5 acres. The location of Phases 2 and 3 in the overall Boulevard project area is shown in Figure 3 below. Figure 3: Site Plan for Phases 2 and 3 For the last area of development of Boulevard, the Applicant has submitted development applications for the fourth and fifth phases. This area includes 7.1 Packet Pg. 87 5.1.a Packet Pg. 17 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 4 of 15 neighborhood layout and architectural designs for 510 units on approximately 42.16 acres. The location of Phases 4 and 5 are shown in Figure 4 below. Figure 4: Site Plan for Phases 4 and 5 The applicant is also proposing amendments to the SDR approval for Neighborhood 15 from Phases 2/3 and the VTM 8367, which approved the layout and infrastructure design for Neighborhoods 14 and 15 together. The proposed architectural changes are for Neighborhood 15 only, no architectural changes to Neighborhood 14 are proposed. However, because both neighborhoods share an interconnected street network, the neighborhood layout for both is changing slightly. Therefore, the approval for the subdivision layout for both Neighborhood 14 and 15 are included in the project. Current Project The Planning Commission will be reviewing the architecture and site design for six new neighborhoods and revisions to two previously-approved neighborhoods at this study session. The project will then be brought back to the Planning Commission for a public hearing and a decision. The applications to be considered at a future Public Hearing include: 1. SDR approval to construct six new neighborhoods that include the construction of 510 duets, townhomes, and detached small-lot single-family homes, landscape improvements, and street improvements for Phases 4 and 5; 2. Vesting Tentative Maps 8370, 8371, 8372, and 8373 to create individual neighborhoods and parcels in Phases 4 and 5; 3. Revisions to the SDR approval to Neighborhood 15; and 4. Revisions to VTM 8367 to modify the layout of Neighborhoods 14 and 15. ANALYSIS: 7.1 Packet Pg. 88 5.1.a Packet Pg. 18 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 5 of 15 Site Development Review – Phases 4/5 The overall design approach for the Boulevard residential architecture, color and material selections, landscape and planting palette, and streetscape elements focus on the use of modern materials and forms that are clean and simple. Boulevard intends to bring yet another layer to this development with buildings that have strong, linear massing with rich articulation, utilization of a variety of materials and surfaces, and a site design that emphasizes interaction and access to common spaces. This design aesthetic has effectively been employed in Phase 1, which is under construction, and was carried forward into the Phases 2 and 3, which are currently going through the building permitting process. The neighborhoods in Phases 4 and 5 continue to build off the design theme established in Phases 1, 2, and 3. While carrying forth architectural and design similarities, the overall density of the neighborhoods in these phases are lower than th e previous ones. An overview of the development summary for the six neighborhoods is provided in Table 1 below. Table 1: Development Summary Neigh- borhood Land Use District Product Type No. of Units Parking requirement Parking required Parking provided Surplus provided 19 DC Medium High Density (14.1-20 units/acre) Duets 91 2 spaces per unit plus 1 guest parking space 273 273 - 20 DC Medium Density (6-14 units/acre) Small-lot single family 75 2 spaces per unit plus 1 guest parking space 225 260 35 21, 22, 23 DC Medium High Density (14.1-20 units/acre) Townhouse and small- lot single family 244 2 spaces per unit plus 1 guest parking space 732 798 66 24 DC Medium Density (6-14 units/acre) Small-lot single family 100 2 spaces per unit plus 1 guest parking space 300 461 161 Total - - 510 - 1,530 1,792 262 The streetscape palette established with previous phases is continued into Phases 4 and 5 and several of the neighborhoods continue to have private “pocket” park spaces that integrate with the rest of the development. The Project Plans for the six neighborhoods in Phases 4 and 5 are included as Attachment 1. The various sheets within the plan set will be referenced in the sections below. Access, Circulation, and Parking 7.1 Packet Pg. 89 5.1.a Packet Pg. 19 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 6 of 15 One of the challenges of the development of the 189-acre Boulevard project site is the way in which the development is being phased and constructed over time. Most projects of this scale are built in phases, but they are typically phased based on practical development constraints and the logical installation of infrastructure. The phasing of the Boulevard project is based on the timing of delivery of different parcels of land from the US Army to Dublin Crossing LLC, and therefore the project phasing is disjointed and creates situations where the areas being developed are not contiguous with one another and/or require both an interim and final design solution. The DCSP anticipated these interim conditions based on the proposed phasing plan. For example, the project plan set includes the interim design for the intersection of Sterling Street and Horizon Parkway, which will have an interim condition until all of the streets are built out in Phases 4 and 5. When Horizon Parkway is finished off in this final phase of development, all of the public infrastructure to serve the project area and integrate the neighborhood with the larger city circulation network will be complete. One of the overarching design characteristics for the Boulevard Project is to provide a walkable community with easy access to the BART station, the Iron Horse Trail (along the western border), nearby shopping and services at Persimmon Place, Hacienda Crossings, and other facilities and amenities along Dublin Boulevard. All neighborhoods include sidewalks and bike lanes that connect the individual neighborhoods and provide elements that serve to link each development area to the greater Boulevard development. The public streets within the project are designed as Complete Streets to encourage all modes of transportation. Additionally, the private street network from Neighborhoods 5 and 6 (in Phase 1) will connect to Neighborhood 19 (Phase 4) and Neighborhoods 20, 21, 22, and 23 will share an internal street network. All neighborhoods in Phases 4 and 5 have a direct conne ction to Horizon Parkway as well. Phases 4 and 5 are furthest away from Dublin Boulevard and BART and are located on the north side of Horizon Parkway, which runs east -west through the project area. Horizon Parkway has a generous 10-foot wide multi-use path on the north side of the street that is intended to provide a route for both pedestrians and bicycles. On the south side of the street, Horizon Parkway has an 8 -foot wide sidewalk adjacent to the community park. Private streets provide access and circulation to each of the individual neighborhoods and parcels and allow locations for guest parking. As allowed by the Dublin Zoning Ordinance, parking on the private streets within the neighborhoods are counted to fulfill the parking requirements for the project, although the spaces are not reserved for use by specific residents or guests and are open for general use. The parking provided for each neighborhood complies with the DCSP and the Dublin Zoning Ordinance as shown in Table 1, and 262 parking spaces beyond the minimum requirement are provided for the community’s use. All parking within Phases 4 and 5 is provided within the neighborhoods and no parking is allowed on Horizon Parkway. The layout of the parking in each neighborhood is provided in Attachment 1, the Project Plan set. In each of the six neighborhoods noted above, residents will be required to maintain two parking spaces in their garages at all times (per neighborhood association regulations). 7.1 Packet Pg. 90 5.1.a Packet Pg. 20 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 7 of 15 Additional space in the garage and/or privat e yard space for garbage bins is also required and provided. Building Architecture, Colors, and Materials While each neighborhood has a different product type that utilizes certain forms, materials, and colors, the six neighborhoods share a similar design aesthetic that trends towards the use of modern materials and building forms. More detailed descriptions of the housing types and design features within each neighborhood are described below. Neighborhood 19: Neighborhood 19 is comprised of 91 duet units that are primarily built in a six-unit motorcourt configuration. The buildings are three stories tall with the individual garages in most cases facing the interior of the motorcourt. In a few locations, there are detached single-family homes adjacent to the duets, and they maintain the same architectural design and lotting pattern as the remainder of the neighborhood. There is one private pocket park within the neighborhood. The buildings are finished with stucco, stone veneer, and wood fiberboard horizontal siding in key locations. The units are designed so that those elevations that are visible have a variety of elements including many with second-story balconies. Some of the duet units have private yard space. A street scene of the duet buildings in Neighborhood 19 is depicted on Sheet A19.1 and the six color and material palettes to be used in the neighborhood are shown on Sheets A19.57 and A19.58. Access to the neighborhood is provided by one main street off Horizon Parkway, and the internal street network will also connect with Neighborhoods 5 and 6 to the east. This will provide two points of access in and out of Neighborhood 19. The edge of the neighborhood along Horizon Parkway will be framed by a combination of 42” tall neighborhood theme wall along the common open space areas and a portion will be framed by a 6’ tall neighborhood theme wall where individual homes have side yard spaces and front doors that face Horizon Parkway. Neighborhood 20: Neighborhood 20 is comprised of 75 single-family units that are primarily built in a four- or eight-unit motorcourt configuration. The motorcourt configuration allows for the garages to be somewhat clustered and screened from primary view while entries to the homes are on the outside of the cluster and more prominent features of the neighborhoods. There are five plan types with three different elevation styles and nine 7.1 Packet Pg. 91 5.1.a Packet Pg. 21 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 8 of 15 color and material palette options. Three of the plan types offered in Neighborhood 20 are two-story homes and two of the plan types are three-stories. The buildings are finished with stucco, stone veneer, and wood fiberboard horizontal siding in key locations. Each of the five plan types have either a Bay Area Modern, California Contemporary, or Urban Farmhouse elevation style. An example of the Plan 3 Urban Farmhouse style is shown in Figure 6. Access to the neighborhood is provided by one main street off Horizon Parkway, and the internal street network will also connect with Neighborhoods 21/22/23 to the west. This will provide two points of access in and out of the neighborhood. Neighborhoods 21/22/23: Neighborhoods 21/22/23 is one 17+ acre master block that is being developed with three different residential product types integrated into one neighborhood. Neighborhood 21 is comprised of 62 small-lot motorcourt-oriented single-family homes that are located around the eastern and northern perimeter of the master block. Neighborhood 22 is comprised of 92 townhomes that make up the center core of the master block. Neighborhood 23 is comprised of 90 carriage-style townhome units that are arranged at the western and southern end of the master block. All three of these neighborhoods share an internal street circulation network that links with Neighborhood 20 to the east and also connects directly to Horizon Parkway Neighborhood 21 has two single-family plan types with four elevation styles and nine color and material schemes. The buildings are finished with stucco, cementitious siding, and stone veneer on several of th e designs. Some of the unique design aspects of this neighborhood include front door entries facing the main streets, two -car driveway aprons, small private yard spaces, and the fact that all of the homes are two stories. There exists the option to add a third story penthouse with a roof terrace, but the third story is only about 40% the size of the second story, which provides massing relief. A sample of two of the plan types, color schemes and exterior cladding for Neighborhood 21 is shown in Figure 7. 7.1 Packet Pg. 92 5.1.a Packet Pg. 22 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 9 of 15 Neighborhood 22 is comprised of three story 4-, 6-, and 7-plex townhome buildings with three floor plan options in the building and five color schemes. The buildings are finished with stucco, cementitious siding, metal balcony railings, and low walls encompassing the ground-floor porch/patio spaces for each unit. These 17 townhouse buildings are located in the center of the master block and share a network of paseos and common space areas. Each building has unit entries that face the front of the building as well as entries that face the sides. A sample of the four-plex building in one of the five potential color schemes is shown in Figure 8. Neighborhood 23 is comprised of 18 townhouse buildings that each contain five units. This neighborhood wraps around the western and southern edge of the master block and is adjacent to the Iron Horse Trail and Horizon Parkway. Each townhome building includes three plan types and there are three color and material scheme options. The buildings are finished with stucco, cementitious siding, brick veneer, and exterior wall tile. The units facing the internal paseos between each pair of buildings have front porches/patios and every unit has a balcony on the second floor. Each pair of townhouse buildings shares a court to access the garages. The design of the five-unit townhouse building in one of the three color and material schemes is shown below in Figure 9. 7.1 Packet Pg. 93 5.1.a Packet Pg. 23 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 10 of 15 This master block comprising the three neighborhoods has four internal pocket parks. These neighborhoods are also the only ones in the Boulevard project that are adjacent to the Iron Horse Regional Trail. The townhouse buildings in Neighborhood 23 along the trail are open to the trail in that they are not separated by a fence; however, there is a physical separation with landscaping and bioswale areas. There is direct access from the neighborhoods to the Iron Horse Trail by a pathway provided between the buildings near to the corner of Scarlett Drive and Horizon Parkway. Neighborhood 24: Neighborhood 24 is comprised of 100 small-lot single-family homes oriented around a motorcourt. Access to this neighborhood is provided by two private streets off Horizon Parkway. Each group of four or six homes is clustered around a small court that provides access to the garages as well as front entries to the homes. Units on the corner of the court/street have garages oriented to the courts and front entries oriented to the private street. Each of these homes in Neighborhood 24 have a small private yard space and all of the homes have a two-car driveway apron as well as a two-car garage. There are four three-story plan types in this neighborhood with three elevations styles. Similar to other homes in Phases 4/5, the third story bonus room comprises about 40% of the floor area of the second story. This minimizes the overall massing of the buildings and provides some good articulation to the facades. The architectural designs for the three elevations styles includes the use of stucco, horizontal lap siding, and stone veneer, and there are nine color and material options for consideration. 7.1 Packet Pg. 94 5.1.a Packet Pg. 24 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 11 of 15 A sample of one of the plan types, color schemes and exterior cladding for Neighborhood 24 is shown in Figure 10. To the east of this neighborhood is an extension of Chabot Creek and a small, landscaped open space area, which is to be maintained by Zone 7 Water Agency. This area is visually accessible to the neighborhood and the public, and a small overlook seating area is provided adjacent to Horizon Parkway. There is a short trail adjacent to the neighborhood and on the opposite side of the creek, there is small staging area that can be used by Zone 7 on the intermittent occasions when flood control maintenance is needed in Chabot Creek. This area will be owned and mai ntained by the Boulevard Homeowner’s Association and reserved for use by Zone 7 when needed. Landscaping/Streetscape Plan The landscape concepts for the individual neighborhoods are shown in each section of the Project Plan set specific to that neighborhood. In addition to the typical landscape and hardscape elements such as paseos between residential units, sufficient landscaping to screen parking areas and utilities, and features at key intersection entries into the community, the six neighborhoods in Phases 4/5 include pocket parks as noted in Table 2 below. These pocket park spaces will be privately owned and maintained by the area-wide Homeowners Association. Table 2: Pocket Parks in Phase 4/5 Neighborhood Pocket Park/Open Space Size (square feet) Plan Set Sheet Number (Attachment 1) 19 The Gym 4,847 L1.6 21/22/23 The Native Garden The Rose Garden The Contemporary Garden The Japanese Sensory Garden 3,068 3,735 2,186 2,249 L3.10 L3.11 L3.12 L3.13 Total Pocket Park space in Phase 4/5 16,085 SF Compliance with the Dublin Crossing Specific Plan The Dublin Crossing Specific Plan (adopted in 2013) includes development standards for each of the residential product types in the project area (pages 2 -21 to 2-38 of the Specific Plan). These standards were created before the current development team was involved in the project and before any of the architectural designs for the neighborhoods had been developed. Once the design theme for the residences emerged, the Applicant identified several standards for the different product types that varied from the standard in the Specific Plan. In each neighborhood section of the Phases 4/5 Project Plan Set (Attachment 1), there is a table identifying the applicable development standards for each type of residen tial unit and the proposed development standards. These tables are shown on Sheet C.1.2 (Neighborhood 19), Sheet C.2.2 (Neighborhood 20), Sheet C.3.2 (Neighborhoods 21/22/23), and Sheet C.4.2 (Neighborhood 24). The proposed adjustments are supported as well because Staff finds that the proposed building architecture and site design/layout are in keeping with the overall goals and design guidelines for the Specific Plan by offering a variety of 7.1 Packet Pg. 95 5.1.a Packet Pg. 25 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 12 of 15 product types and styles in varying configurations. The Specif ic Plan allows for consideration of these adjustments. Site Development Review – Amendment to Neighborhood 14/15 The Phase 2/3 SDR/VTM approval was granted by the Planning Commission in May 2017. This approval included the designs for 12 neighborhoods in the Boulevard (Neighborhoods 7 through 18) as well as the Greenbelt and the Recreation Center. After further consideration of the product type that was proposed (and approved) for Neighborhood 15, the Developer decided to modify the type of residential p roduct that was planned for the space. Attachment 2 to the staff report includes only those sheets from the original Phase 2/3 SDR/VTM approval that are changing as a result of the proposed modifications to Neighborhood 15. The Table of Contents in Attachment 2 notes all the sheets that were in the original, approved plan set. Only those sheets highlighted with red text have been revised. All other pages in the plan set remain as is and contain no modifications. Neighborhoods 7, 8, 14, and 15 comprise the master block of the Boulevard project area at the southeast corner of the site. See Figure 11 below with the master block outlined with a dashed line. The master block is bounded by Dublin Boulevard to the south, Iron Horse Parkway to the west, Central Parkway to the north, and Arnold Road to the east. This corner has some of the highest residential concentration in the Boulevard project area, with 382 units approved on 14.65 acres. There are four more units in the revised neighborhood layout. 7.1 Packet Pg. 96 5.1.a Packet Pg. 26 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 13 of 15 On the south side of the creek corridor running across this portion of site, Neighborhood 7/8 shares an internal pedestrian and street circulation system, and on the north side of the creek corridor, Neighborhood 14/15 shares an internal circulation system. The changes proposed to the SDR approval granted last year apply only to the design of the townhouse units in Neighborhood 15. The architecture of the units in Neighborhood 14 is not proposed to change. However, because there are she ets in the Phase 2/3 project plan set that affect both neighborhoods (civil and landscape exhibits) as well as the street circulation system that impacts both, those exhibits are included with the proposed revisions. Building Architecture, Colors, and Materials The original Neighborhood 15 design is comprised of 56 units in 12 buildings. There are two building sizes: two buildings with three units each and ten buildings with five units each. The buildings are three stories with individual garages facing an interior alley, which is a traditional townhome format. However, these townhomes were slightly different from a typical site design in that the front doors also face the alley as well as some units which face the side elevation. This design allows the townhome to have a small, private rear yard area. Each of the townhome units has direct access to a two - car private garage. An example of the original Neighborhood 15 unit is shown in Figure 12. The proposed site and architectural revisions to Ne ighborhood 15 changes the product type to include three four-plex townhome buildings and eight six-plex townhome buildings with three floor plan options in the building and five color schemes. The buildings are finished with stucco, cementitious siding, metal balcony railings, and low walls encompassing the ground-floor porch/patio spaces for each unit. Like the previous Neighborhood 14/15 site plan, these 14 townhouse buildings are located in the center of the master block and share a network of paseos a nd common space areas with each other and with Neighborhood 15. Each building has unit entries that face the front of the building as well as entries that face the sides. A sample of the six-plex building in one of the five potential color schemes is sho wn in Figure 13. 7.1 Packet Pg. 97 5.1.a Packet Pg. 27 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 14 of 15 Circulation and Parking The private streets that connect Neighborhood 14/15 to the public street network (Iron Horse Parkway and Central Parkway) have not changed location. The circulation changes that are internal to the neighborhood are restricted to the courts that serve the townhouse units. In the previous design, all of the courts were accessed off Street CC. In this revised design, two courts open to Street CC and two open to Street BB. A summary of the difference between th e parking provided in Neighborhood 15 (as approved) and revised Neighborhood 15 (as proposed) is shown in Table 3 below. Table 3: Neighborhood 15 Parking Summary Neighborhood No. of Units Parking requirement Parking required Parking provided Surplus provided 15 (approved) 56 2 spaces per unit plus 1 guest parking space 168 169 1 15 (proposed) 60 2 spaces per unit plus 1 guest parking space 180 181 1 Landscaping/Streetscape Plan The overall landscape/streetscape design for revised Neighborhood 15 follo ws the same design palette established in the original approval. Public Art Compliance The Applicant is satisfying the requirements of the City’s Public Art Ordinance on -site. A Public Art Master Plan has been approved by the City Council that identifies the location of future public art installations and details how the public art requirement will be satisfied in a comprehensive fashion. The individual installations of public art will be reviewed and approved by the Heritage and Cultural Arts Commission and the City Council as appropriate. PUBLIC NOTICING: Although not required for study sessions, a public notice was mailed to all property owners and occupants within 300 feet of the Dublin Crossing Specific Plan area to advertise the project and the study session. A public notice also was published in the 7.1 Packet Pg. 98 5.1.a Packet Pg. 28 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) Page 15 of 15 East Bay Times and posted at several locations throughout the City. A copy of this Staff Report has been provided to the Applicant. ATTACHMENTS: 1. Phase 4-5 Project Plans - Intro Sheets 1A. Phase 4-5 Project Plans - Neighborhood 19 1B. Phase 4-5 Project Plans - Neighborhood 20 1C. Phase 4-5 Project Plans - Neighborhoods 21, 22 and 23 Index 1D. Phase 4-5 Project Plans - Neighborhood 21 1E. Phase 4-5 Project Plans - Neighborhood 22 1F. Phase 4-5 Project Plans - Neighborhood 23 1G. Phase 4-5 Project Plans - Neighborhood 24 1H. Phase 4-5 Project Plans - VTM 2. Neighborhoods 14 and 15 Project Plans 7.1 Packet Pg. 99 5.1.a Packet Pg. 29 At t a c h m e n t : 1 . P l a n n i n g C o m m i s s i o n S t a f f R e p o r t d a t e d A p r i l 1 0 , 2 0 1 8 w i t h o u t A t t a c h m e n t s ( B o u l e v a r d ) RESOLUTION NO. 18-xx A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING A SITE DEVELOPMENT REVIEW PERMIT FOR NEIGHBORHOODS 19-24 WITHIN PHASES 4 AND 5 OF THE BOULEVARD PROJECT (PORTION OF ASSESSOR PARCEL NUMBER 986-0001-001-15) PLPA-2016-00064 WHEREAS, Dublin Crossing LLC is requesting approval to construct six new neighborhoods in the Boulevard (Dublin Crossing Specific Plan) development area (“Project Site”), which includes the construction of 510 townhomes, duets, and detached small-lot single family homes, landscape improvements, and street improvements for Phase 4/5 (the final phases of development); and WHEREAS, the Applicant is also requesting approval of Vesting Tentative Maps 8370, 8371, 8372, and 8373 to create individual neighborhoods and parcels on approximately 42.16 acres within Phase 4/5 of the 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 subseque nt or supplemental environmental review under CEQA are met. Pursuant to CEQ A, 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 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 Comm ission approve Site Development Review for Phase 4/5 of the Boulevard project; and WHEREAS, the Planning Commission did hold a noticed study session on April 10, 2018 and also did hold a public hearing on said application on May 8, 2018 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 5.1.b Packet Pg. 30 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d WHEREAS, a Staff Report was submitted recommending that the Planning Commission approve Site Development Review for Phase 4/5 of the Boulevard 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 Phase 4/5 of the Boulevard 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 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 th ese 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 Phase 4/5 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. 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 thos e departments/agencies responsible for monitoring compliance of the conditions of approval. [PL.] Planning, [B] Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR] 5.1.b Packet Pg. 31 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7. # CONDITION TEXT RESPON. AGENCY WHEN REQ’D Prior to: PLANNING CONDITIONS 1. Approval. This Site Development Review approval is for Neighborhoods 19-24 (Phases 4-5) of Boulevard (Dublin Crossing) This approval shall be as generally depicted and indicated on the: 1. Project Plans prepared by William Hezmalhalch Architects, Bassenian Lagoni Architects, Woodley Architecture Group, Dahlin Group, RJA Engineers, MacKay & Somps, Gates + Associates Landscape Architects, Brookfield Residential, and Lennar/CalAtlantic Homes (attached to this Resolution as Exhibit A) – dated received April 27, 2018; and 2. Color and material boards prepared for each of the six neighborhoods. 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. PL Ongoing 2. Effective Date. This SDR approval becomes effective 10 days after action by the Planning Commission unless otherwise appealed to the City Council. PL Ongoing 3. Permit Expiration. Construction or use shall commence within one (1) year of Permit approval or the Site Development Review shall lapse and become 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. PL One Year After Effective Date 4. Time Extension. The original approving decision-maker may, upon the Applicant’s written request for an extension of approval prior to expiration, 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. PL Prior to Expiration Date 5. Compliance. The Applicant/Property Owner shall operate this use in 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. PL On-going 6. Revocation of Permit. The Site Development Review approval shall be revocable for cause in accordance with Section 8.96.020.I of the Dublin Zoning Ordinance. Any violation of the terms or conditions of this permit shall be subject to citation. PL On-going 7. Requirements and Standard Conditions. The Applicant/ Developer shall 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 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. Various Building Permit Issuance 8. Required Permits. 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. PW Building Permit Issuance 9. Fees. Applicant/Developer shall pay all applicable fees in effect at the time of building permit issuance, including, but not limited to, Planning fees, 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) Various Building Permit Issuance 5.1.b Packet Pg. 32 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d 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 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 s aid claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceedings. ADM On-going 11. Clarification of Conditions. In the event that there needs to be clarification 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 mitigations result ing from impacts to this project. PW On-going 12. Mitigation Monitoring Program. The Applicant/Developer shall comply with the Dublin Crossing Final Environmental Impact Report (EIR) certified by City Council Resolution 186-13, including all mitigation measures, action programs, and implementation measures contained therein. The EIR is on file with the Community Development Department. PL Ongoing 13. Modifications. Modifications or changes to this Site Development Review 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. PL On-going 14. Mailboxes. Location subject to USPS review and approval. PL Approval of Improvement Plans 15. On-street parking spaces (private streets): Counted for guest parking. Parking spaces on private streets in each neighborhood throughout the project area have been counted to satisfy the guest parking requirement for each neighborhood. 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 resident or guest to the project area. PL, PW Ongoing 16. Public Art. The Applicant/Developer is intending to acquire and install public art on the project site in accordance with Chapter 8.58 of the Dublin Municipal Code and in accordance with the Boulevard Project Area Public Art Master Plan, which has been approved by the City Council. The value of the pu blic art component is required to equal or exceed 0.5% of the building valuation (exclusive of land) for the project. For Phase 4/5, the total Public Art valuation is $898,858. This value, combined with the public art valuation for the other phases of th e Boulevard project, shall be installed throughout the Boulevard project area in accordance with the approved Public Art Master Plan. All public art installations are subject to approval of the City Council upon recommendation by the Heritage and Cultural Arts Commission. PL Public Art should be installed in each neighborhood per the Public Art Master Plan prior to occupancy of the last unit in each neighborhood. 17. Satellite Dishes: The Applicant/Developer’s Architect shall prepare a plan for review and approval by the Director of Community Development and the 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. PL Issuance of building permit 18. Neighborhood 20: Sheet C.2.1 notes which lots will be restricted to two-story homes, which lots have the option to be three-story, and which lots will be three- P Issuance of Building 5.1.b Packet Pg. 33 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d story. Each plot plan reviewed in this neighborh ood will need to ensure conformance with this exhibit. Permit and approval of plot plans for individual lots. 19. Affordable Housing. In accordance with the approved Development Agreement (Ordinance 8-13), for all units above 1,600, the project shall conform to the Inclusionary Zoning Regulations in Chapter 8.68. The Developer is required to provide 20 affordable units for the 158 units above the previously allotted 1,600 units and enter in an affordable housing agreement imposing app ropriate resale controls and/or rental restrictions on the affordable units. The developer may propose that the affordable housing agreement include an alternate method of compliance to be approved by the City Council. P Building Permit Issuance for any unit over 1,600 PLANNING - LANDSCAPE 20. Chabot Creek adjacent parcel. The open space/equipment staging area shown on Sheet L.02 of the Project Plan Set (Exhibit A) shall be maintained by the Boulevard Homeowners Association for the benefit of and use by public agencies (City of Dublin, Zone 7 Water Agency) to stage equipment during on-site creek maintenance activities. No long-term equipment or material storage beyond that which is needed for the immediate repairs shall take place nor shall the area be utilized for public or private parking. P Ongoing 21. Private Pocket Parks. Several neighborhoods include a private pocket park that provides additional open space and recreational amenities for the neighborhood. Design details for each pocket park shall be reviewed and approved through the neighborhood landscape plans and site improvement plans. P Issuance of building permits for each neighborhood 22. Final landscape and irrigation system plans. All landscape submittals shall insure: 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 ground cover shall be a minimum of 1 gallon, shrubs shall be a mix of 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 applicable. P Issuance of building permit 23. Water Efficient Landscaping Regulations. The Applicant shall meet all requirements of the City of Dublin's Water-Efficient Landscaping Regulations, Section 8.88 of the Dublin Municipal Code. P Issuance of the building permit 24. Open Space Areas. Private open space areas shall be planted and irrigated to create landscape that is attractive, conserves water, and requires minimal P Issuance of the building 5.1.b Packet Pg. 34 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d maintenance. permit 25. Stub street landscaping. For any private streets/courts in this SDR approval that are stub streets that provide access to a few units and whose terminus abuts a public right of way, the depth of the landscape areas at the terminus shall be no narrower than 3 feet of planting area. Design landscaping at the 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. P Issuance of building permits for each neighborhood 26. Plant Clearances. All trees planted shall meet the following clearances: a. 6' from the face of building walls or roof eaves b. 7’ from fire hydrants, storm drains, sanitary sewers and/or gas lines c. 5' from top of wing of driveways, mailboxes, water, telephone and/or 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. P Approval of Final Landscape Plans for public streets and individual neighborhood s. 27. Irrigation System Warranty. The applicant shall warranty the irrigation system and planting for a period of one year from the date of installation. The applicant shall submit for the Dublin Community Development Department approval a landscape maintenance plan for the Common Area landscape including a reasonable estimate of expenses for the first five years P Final sign-off on Sitework Permit 28. Walls, Fences and Mailboxes. Walls and fences installed within the neighborhoods shall be in accordance with this SDR approval and the fence/walls designs shown on Sheet L.04 of the Project Plan Set (Exhibit A). Final details of the walls and fences shall be reviewed and approved by Planning through neighborhood-specific Improvement Plans and/or Master Building Plan checks. Mailbox locations shall be integrated within the landscape and shall comply with USPS requirements. P Issuance of Sitework Permits or approval of Final Landscape Plans, whichever comes first 29. Sustainable Landscape Practices. The landscape design shall demonstrate compliance with sustainable landscape practices as detailed in the Bay-Friendly Landscape Guidelines by earning a minimum of 60 points or more on the Bay- Friendly scorecard, meeting 9 of the 9 required practices 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 s ized trees shall be a minimum of six feet wide. Small trees or shrubs shall be selected for planting areas less than six feet wide. P Approval of Final Landscape Plans 30. Copies of Approved Plans. The Applicant shall provide the City with one full size copy, one reduced (1/2 sized) copy and one electronic copy of the approved landscape plans prior to construction. P Issuance of any building permit 31. Plan Coordination. Civil Improvement Plans, Joint Trench Plans, Street Lighting Plans and Landscape Improvement Plans shall be submitted on the same size sheet and plotted at the same drawing scale for consistency, improved legibility and interdisciplinary coordination. P Approval of Final Landscape Plans 32. Utility Placement and Coordination: Utilities shall be coordinated with proposed tree locations to eliminate conflicts between trees and utilities. Submit typical utility plans for each house type to serve as a guide during the preparation of final grading, planting and utility plans. Utilities may have to 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. P Approval of Final Landscape Plans BUILDING CONDITIONS 33. Building Codes and Ordinances. All project construction shall conform to all building codes and ordinances in effect at the time of building permit. B Through Completion 34. Phased Occupancy Plan. If any building occupancy is requested to occur in phases, then all physical improvements serving that building shall be required to be completed prior to occupancy except for items specifically excluded in an B Occupancy of any affected building 5.1.b Packet Pg. 35 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d 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 Development and Public Works for review and approval a minimum of 45 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 approva l. 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 activi ty. 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. 35. Building Permits. To apply for building permits, Applicant/Developer shall submit five (5) sets of construction plans to the Building & Safety Division for plan check. Each set of plans shall have attached an annotated copy of 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 participation non-City agencies prior to the issuance of building permits. B Issuance of Building Permits 36. Construction Drawings. Construction plans shall be fully dimensioned (including building elevations) accurately drawn (depicting all existing and 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, landscape plan and details shall be consistent with each other. B Issuance of building permits 37. Separate Permits. Site accessory structures (entry portals, trellises, sound walls, etc.) will require a separate building permit. Please indicate this on the cover sheet of plans. B Issuance of building permits 38. Air Conditioning Units & HVAC Systems. Units shall be permanently installed on concrete pads or other non-movable materials approved by the Chief Building Official 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. B Occupancy of Unit 39. Temporary Fencing. Temporary Construction fencing shall be installed along the perimeter of all work under construction. B Through Completion 40. Addressing. Site address signage shall be reviewed by the Chief Building Official for each neighborhood. a) Provide a site plan with the City of Dublin’s address grid overlaid on the plans (1 to 30 scale). Highlight all exterior door openings on plans (fron t, rear, garage, etc.). The site plan shall include a single large format page showing the entire project and individual sheets for each neighborhood. Three copies on full size sheets and five copies reduced sheets. b) Provide plan for display of addresses. The Chief Building Official shall approve plan prior to issuance of the first building permit. (Prior to permitting) c) Addresses will be required on the front of the dwellings. Addresses are also required above the garage door opening if the opening is n ot on the same side of the dwelling as the front door. d) Townhomes / Condos are required to have address ranges posted on street side of the buildings. e) Address signage shall be provided as per the Dublin Residential Security Code. f) Exterior address numbers shall be backlight and be posted in such a way that they may be seen from the street. g) Driveways servicing more than one (1) individual dwelling unit shall have a minimum of 4 inch high identification numbers, noting the range of unit 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. B a. Prior to release of addresses b. Prior to permitting c. Prior to permitting d. Occupancy of any Unit e. Occupancy of any Unit f. Prior to permit issuance, and through completion g. Prior to permit issuance, and through completion 5.1.b Packet Pg. 36 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d h) Driveways servicing more than one (1) individual dwelling unit shall have a minimum of 4 inch high identification numbers, noting the range of unit 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. h. Prior to permit issuance and through copmpletio n 41. Engineer Observation. The Engineer of record shall be retained to provide observation services for all components of the lateral and vertical design of the building, including nailing, hold-downs, straps, shear, roof diaphragm and structural frame of building. A written report shall be submitted to the City Inspector prior to scheduling the final frame inspection. B Scheduling the final frame inspection 42. Foundation. Geotechnical Engineer for the soils report shall review and approve the foundation design. A letter shall be submitted to the Building Division on the approval. B Permit issuance 43. CAL Green Building Standards Code a. Green Building measures as detailed in the SDR package may be adjusted prior to master plan check application submittal with prior approval from the City’s Green Building Official provided the design of the project complies with the City of Dublin’s Green Building Ordinance and State Law as applicable. In addition, all changes shall be reflected in the Master Plans. (Through Completion) b. The Green Building checklist shall be included in the master plans. The checklist shall detail what Green Points are being obtained and where the information is found within the master plans. (Prior to first permit). c. Prior to each unit final, the project shall submit a completed checklist with appropriate verification that all Green Points required by 7.94 of the Dublin Municipal Code have been incorporated. (Through Completion) d. Homeowner Manual – if Applicant takes advantage of this point the Manual shall be submitted to the Green Building Official for review or a third party reviewer with the results submitted to the City. (Project) e. Landscape plans shall be submitted to the Green Building Official for review. (Prior to approval of the landscape plans by the City of Dublin) f. Developer may choose self-certification or certification by a third party as permitted by the Dublin Municipal Code. Applicant shall inform the Green Building Official of method of certification prior to release of the first permit in each subdivision / neighborhood. B a. Through Completion b. Prior to first permit c. Through Completion d. Project e. Prior to approval of the landscape plans by the City of Dublin f. Prior to approval of the landscape plans by the City of Dublin 44. Cool Roofs. Flat roof areas shall have their roofing material coated with light colored gravel or painted with light colored or reflective material designed for Cool Roofs. B Through Completion 45. Electric Vehicle Charging Stations. Provide Electric Vehicle Charging Stations mandated for new residential construction (multifamily dwellings). Include the number and location of EV charging stations on plans. Design and review will be coordinated under the site work permit. B Through Completion 46. Solar Zone – CA Energy Code. Show the location of the Solar Zone on the site plan. Detail the orientation of the Solar Zone. This information shall be 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 plan(s). This condition of approval will be waived if the project meets the exceptions provided in the CA Energy Code. B Through Completion 47. Accessibility for On Site Parking and Accessible Units a. The required number of public parking stalls, the design and location of the accessible parking stalls shall be as required by Chapter 11A of the California Building Code. (Prior to Issuance of Building Permits) b. Multifamily projects shall require a minimum of 10% of the units meet the accessibility regulations of Chapter 11A of 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. (Through Completion) B a. Issuance of Building Permits b. Through Completion 48. Options. Selected options that affect the square footage of the dwellings shall be B Through 5.1.b Packet Pg. 37 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d listed on the building permit application. Selected options that affect the footprint of the dwelling shall be shown on the plot plan. Completion 49. Mailbox Lighting. Mailboxes shall be provided with lighting meeting the requirements of the City’s Residential building security requirements. B Through Completion 50. Copies of Approved Plans. Applicant shall provide City with one (1) reduced (1/2 size) copies of the City of Dublin Building Plans stamped “approved” and one (1) electronic copy of the same. B 30 days after permit and each revision issuance 51. Electronic File: The applicant/developer shall submit all building drawings and specifications for this project in an electronic format to the satisfaction of 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. B Issuance of the final occupancy FIRE PREVENTION 52. No fire service lines shall pass beneath buildings. F Approval of Improvement Plans 53. Fire apparatus roadways shall have a minimum unobstructed width of 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. Roadways under 36 feet wide shall be posted with signs or shall have red 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 thi s 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. F Approval of Improvement Plans 54. Fire Sprinkler system for R2 units will be in accord ance with 2016 CBC 903.3.1.1 = N.F.P.A.13 F Permit issuance 55. Fire hydrant laterals shall be shown from water main. F Permit issuance 56. Project shall comply with 2016 CBC / CFC / CRC / CEC / Dublin Ordinances F Permit issuance 57. New Fire Sprinkler System & Monitoring Requirements. In accordance with The Dublin Fire Code, fire sprinklers shall be installed in the building. 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 F Permit issuance 58. Fire Sprinkler Monitoring System (Not Fire Alarm System). Alarm, supervisory and trouble signals shall be distinctly different and shall 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 equivalent to the flow of a single sprinkler of the smallest orifice size installed i n the system. Visible alarm notification appliances shall not be required except when required by California Fire Code section 907. F Permit issuance 59. Allowable Area-Building Setbacks. Buildings on the same property must be included in the allowable area calculations or setback from assumed 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 F Permit issuance 5.1.b Packet Pg. 38 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d 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. 60. Site Plan. The site plan needs to show sufficient detail to reflect an accurate and detailed layout of the site for review and record purposes. The site plan 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. F Permit issuance 61. Fire Access During Construction. a. Fire and Emergency Access Roads approved for construction sites shall be all weather-surface (first lift of asphalt) and the access shall be approved by the Department of Public Works prior to commencement of combustible storage or any construction on the site. b. Access roads, turnarounds, pullouts, and fire operation areas are Fire Lanes and shall be maintained clear and free of obstructions, including the parking of vehicles. c. Entrances to job sites shall not be blocked, including after hours, other than by approved gates/barriers that provide for emergency access. d. Site utilities that would require the access road to be dug up or made impassible shall be installed prior to combustible construction commencing. e. Entrance flare, angle of departure, width, turning radii, grades, turnaround, vertical clearances, road surface, bridges/crossings, gates/key-switch, & required 150-ft. distance to Fire Lane must be maintained during construction. f. Approved route to furthermost portion of exterior wall. Route width, slope, surface, obstructions must be considered for ensuring personnel access in case of emergency. F a. Storage of combustible materials on the site or construction commencing b. Ongoing c. Ongoing d. Storage of combustible materials on the site or construction commencing e. Ongoing f. Ongoing 62. Fire apparatus roadways shall have a minimum unobstructed width of 20 feet and an unobstructed vertical clearance of not less than 13 feet 6 inches. Roadways under 36 feet wide shall be posted with signs or shall have red 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”. 1. Fire apparatus roadways must extend to within 150 ft. of the most remo te first floor exterior wall of any building. 2. The maximum grade for a fire apparatus roadway is 12%. 3. Fire apparatus roadways in excess of 150 feet in length must make provisions for approved apparatus turnarounds. F Permit issuance 63. Hydrants & Fire Flows. Show the location of any on-site fire hydrants and any 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 this property. Provide a letter from DSRSD indicating what the available fire flow is to this property. F Occupancy of any building 64. FD Building Key Box. Building Access. A Fire Department Key Box shall be installed at the main entrance to the Building. Note these locations on the 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 F Occupancy of any building 5.1.b Packet Pg. 39 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d key and elevator control keys shall also be installed in the box. 65. Gate Approvals. Fencing and gates that cross pedestrian access and exit paths as well as vehicle entrance and exit roads need to be approved for fire department access and egress as well as exiting provisions where such is applicable. Plans need to be submitted that clearly show the fencing and gates and details of such. This should be clearly incorporated as part of the site plan with details provided as necessary. F Details to be shown on building and/or sitework permit; installation to be complete prior to occupancy of any building 66. Addressing. Addressing shall be illuminated or in an illuminated area. The address characters shall be contrasting to their background. If address is 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 ad dress 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 ½-inch stroke. F Occupancy of any building 67. Fire Safety During Construction and Demolition A. Clearance to combustibles from temporary heating devices shall be maintained. Devices shall be fixed in place and protected from damage, 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. F Ongoing during construction and demolition DUBLIN SAN RAMON SERVICES DISTRICT (DSRSD) 68. Complete improvement plans shall be submitted to DSRSD that conform to the requirements of the Dublin San Ramon Services District Code, the DSRSD “Standard Procedures, Specifications and Drawings for Design and Installation of Water and Wastewater Facilities”, all applicable DSRSD Master Plans and all DSRSD policies. DSRSD Issuance of any building permit 69. All mains shall be sized to provide sufficient capacity to accommodate future flow demands in addition to each development project's demand. Layout and sizing of mains shall be in conformance with DSRSD utility master planning. DSRSD Issuance of any building permit 70. Sewers shall be designed to operate by gravity flow to DSRSD’s existing sanitary sewer system. Pumping of sewage is discouraged and may only be 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. DSRSD Issuance of any building permit 71. Domestic and fire protection waterline systems for Tracts or Commercial Developments shall be designed to be looped or interconnected to avoid dead end sections in accordance with requirements of the DSRSD Standard Specifications and sound engineering practice. DSRSD Issuance of any building permit 72. DSRSD policy requires public water and sewer lines to be located in public streets rather than in off-street locations to the fullest extent possible. If 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 replacement. DSRSD Issuance of any building permit 5.1.b Packet Pg. 40 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d 73. Prior to approval by the City of a grading permit or a building permit, the locations and widths of all proposed easement dedications for water and sewer lines shall be submitted to and approved by DSRSD. DSRSD Issuance of any grading permit or a site development permit 74. Prior to issuance by the City of any Building Permit or Construction Permit by the Dublin San Ramon Services District, whichever comes first, all utility 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. DSRSD Issuance of any building permit 75. Prior to issuance by the City of any Building Permit or Construction Permit by the Dublin San Ramon Services District, whichever comes first, all 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 fo r 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. DSRSD Issuance of any building permit 76. No sewer line or waterline construction shall be permitted unless the proper utility construction permit has been issued by DSRSD. A constru ction permit will only be issued after all of the items in Condition No. 66 have been satisfied. DSRSD Issuance of any building permit 77. The applicant shall hold DSRSD, its Board of Directors, commissions, 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. DSRSD Ongoing 78. Improvement plans shall include recycled water improvements as required by DSRSD. Services for landscape irrigation shall connect to recycled water mains. Applicant must obtain a copy of the DSRSD Recycled Water Use Guidelines and conform to the requirements therein. DSRSD Issuance of any building permit 79. Above-ground backflow prevention devices/double detector check valves shall be installed on fire protection systems connected to the DSRSD water main. The Applicant shall collaborate with the Fire Department and DSRSD to size and configure the fire system. The Applicant shall minimize the number of backflow prevention devices/double-detector check valve through strategic placement and landscaping. DSRSD Issuance of any building permit and ongoing 80. Development plans will not be approved until landscape plans are submitted for DSRSD review and approval. DSRSD Approval of Final Landscape Plans 81. Grading for construction shall be done with recycled water. DSRSD Ongoing 82. Temporary potable irrigation meters in areas with recycled water service shall only be allowed for cross-connection and coverage testing for a maximum of 14 days. DSRSD Ongoing 83. Several sections of this project are shown to be high density development with narrow streets, motorcourts, short stub-streets, and cul-de-sacs. These features can cause special problems with access to DSRSD easements and 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 motorcourts. DSRSD recommends that the Developer use “master” water meters for motorcourt and condom inium style products. DSRSD Issuance of any building permit and ongoing 84. The project is located within DSRSD’s recycled water use service area. Section 3.20.110 of the District Code describes the Developer’s duty to connect for recycled water service and the applicable procedures. Developer shall submit landscape irrigation plans to DSRSD for review and approval. All irrigation facilities shall be in compliance with the District’s “Recycled Water Use Guidelines” and Department of Health Services requirements for recycled water irrigation DSRSD Approval of Final Landscape Plans 5.1.b Packet Pg. 41 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d design. 85. Neighborhoods multi-unit, multi story buildings in Phase 4/5 will require the use of data transponders for the supervisory control and data acquisition (SCADA) from DSRSD’s Advanced Metering Infrastructure (AMI) water meters. DSRSD will require and produce a propagation study using submitted plans to locate 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 for appearance/location and should be included in the landscape plans. DSRSD Approval of Final Landscape Plans PASSED, APPROVED AND ADOPTED this 8th day of May 2018 by the following vote: AYES: NOES: ABSENT: ABSTAIN: ______________________________ Planning Commission Chair ATTEST: ____________________________ Assistant Community Development Director 5.1.b Packet Pg. 42 At t a c h m e n t : 2 . R e s o l u t i o n A p p r o v i n g a S i t e D e v e l o p m e n t R e v i e w P e r m i t f o r N e i g h b o r h o o d s 1 9 - 2 4 w i t h i n P h a s e s 4 a n d 5 o f t h e B o u l e v a r d Site Design Review phases 4-5 Dublin, California MAY 8, 2018 woodleyarchitecturalgroup,inc. 5.1.c Packet Pg. 43 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) 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 5.1.c Packet Pg. 44 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) 5.1.c Packet Pg. 45 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) OVERALL RENDERINGS A0.1 KEY MAP A0.2 NEIGHBORHOOD 19 VENICE A0.3 NEIGHBORHOOD 20 PARC A0.4 NEIGHBORHOOD 21,22,23 IVY, VINE & AVALON A0.5 NEIGHBORHOOD 24 LOMBARD CIVIL C0.1 OVERALL SITE DEVELOPMENT PLAN C0.2 OVERALL NEIGHBORHOOD PLAN LANDSCAPE L0.1 ENTRY AT HORIZON PARKWAY L0.2 CULVERT CROSSING AT NH19 & 24 L0.3 OVERALL WALL AND FENCING PLAN L0.4 WALL AND FENCING DETAILS L0.5 STREET SECTIONS L0.6 SITE ACCESSORIES NEIGHBORHOOD 19 L1.1 NEIGHBORHOOD 19 SITE PLAN CIVIL C.1.1 NEIGHBORHOOD 19 SITE PLAN C.1.2 NEIGHBORHOOD 19 LAND USE SUMMARY C.1.3 NEIGHBORHOOD 19 STREET SECTIONS C.1.4 NEIGHBORHOOD 19 ADDRESS PLAN C.1.5 NEIGHBORHOOD 19 PARKING PLAN C.1.6 NEIGHBORHOOD 19 TRASH PICKUP PLAN C.1.7 NEIGHBORHOOD 19 MAILBOX LOCATION PLAN C.1.8 NEIGHBORHOOD 19 FIRE ACCESS PLAN C.1.9 NEIGHBORHOOD 19 SIGHT DISTANCE PLAN C.1.10 NEIGHBORHOOD 19 UNIVERSAL DESIGN ORDINANCE C.1.11 NEIGHBORHOOD 19 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L1.2 NEIGHBORHOOD 19 STREET TREE PLAN L1.3 NEIGHBORHOOD 19 WALLS AND FENCING L1.4 NEIGHBORHOOD 19 WALLS AND FENCING L1.5 NEIGHBORHOOD 19 TYPICALS L1.6 NEIGHBORHOOD 19 POCKET PARK - THE GYM ARCHITECTURE A19.1 RENDERING A19.2 PRODUCT TYPE A19.3 ELEVATION TYPE A19.4 OPEN SPACE TYPE A19.5 CONCEPTUAL STREETSCENE A19.6 CLUSTER A: PERSPECTIVE VIEWS A19.7 CLUSTER A: FIRST FLOOR BUILDING PLAN & ELEVATIONS A19.8 CLUSTER A: BUILDING PLANS - SECOND & THIRD LEVEL A19.9 CLUSTER B: FIRST LEVEL BUILDING PLAN & ELEVATIONS A19.10 CLUSTER B: BUILDING PLANS - SECOND & THIRD LEVEL A19.11 CLUSTER C: FIRST LEVEL BUILDING PLAN & ELEVATIONS A19.12 CLUSTER B: BUILDING PLANS - SECOND & THIRD LEVEL A19.13 BUILDING 100 A: FIRST LEVEL FLOOR PLAN A19.14 BUILDING 100 A: FIRST LEVEL UDO FLOOR PLAN A19.15 BUILDING 100 A: SECOND LEVEL FLOOR PLAN A19.16 BUILDING 100 A: THIRD LEVEL FLOOR PLAN A19.17 BUILDING 100 A: ROOF PLAN & FRONT ELEVATION A19.18 BUILDING 100 A: BUILDING ELEVATIONS A19.19 BUILDING 100 B: FIRST LEVEL FLOOR PLAN A19.20 BUILDING 100 B: SECOND LEVEL FLOOR PLAN A19.21 BUILDING 100 B: THIRD LEVEL FLOOR PLAN A19.22 BUILDING 100 B: ROOF PLAN & FRONT ELEVATION A19.23 BUILDING 100 B: BUILDING ELEVATIONS A19.24 BUILDING 100 C: FIRST LEVEL FLOOR PLAN A19.25 BUILDING 100 C: SECOND LEVEL FLOOR PLAN A19.26 BUILDING 100 C: THIRD LEVEL FLOOR PLAN A19.27 BUILDING 100 C: ROOF PLAN & FRONT ELEVATION A19.28 BUILDING 100 C: BUILDING ELEVATIONS A19.29 BUILDING 200 A: FIRST LEVEL FLOOR PLAN A19.30 BUILDING 200 A: FIRST LEVEL UDO FLOOR PLAN A19.31 BUILDING 200 A: SECOND LEVEL FLOOR PLAN A19.32 BUILDING 200 A: THIRD LEVEL FLOOR PLAN A19.33 BUILDING 200 A: ROOF PLAN & FRONT ELEVATION A19.34 BUILDING 200 A: BUILDING ELEVATIONS A19.35 BUILDING 200 B: FIRST LEVEL FLOOR PLAN A19.36 BUILDING 200 B: SECOND LEVEL FLOOR PLAN A19.37 BUILDING 200 B: THIRD LEVEL FLOOR PLAN A19.38 BUILDING 200 B: ROOF PLAN & FRONT ELEVATION A19.39 BUILDING 200 B: BUILDING ELEVATIONS A19.40 BUILDING 200 C: FIRST LEVEL FLOOR PLAN A19.41 BUILDING 200 C: SECOND LEVEL FLOOR PLAN A19.42 BUILDING 200 C: THIRD LEVEL FLOOR PLAN A19.43 BUILDING 200 C: ROOF PLAN & FRONT ELEVATION A19.44 BUILDING 200 C: BUILDING ELEVATIONS A19.45 BUILDING 100 CX: LOTS 6 & 7 ONLY: FLOOR PLANS A19.46 BUILDING 100 CX: LOTS 6 & 7 ONLY: SECOND LEVEL A19.47 BUILDING 100 CX: LOTS 6 & 7 ONLY: THIRD LEVEL A19.48 BUILDING 100 CX: ROOF PLAN & FRONT ELEVATION A19.49 BUILDING 100 CX: BUILDING ELEVATIONS A19.50 BUILDING 200 X: FIRST LEVEL FLOOR PLAN A19.51 BUILDING 200 X: SECOND LEVEL FLOOR PLAN A19.52 BUILDING 200 X: THIRD LEVEL FLOOR PLAN A19.53 BUILDING 200 X: ROOF PLAN & FRONT ELEVATION A19.54 BUILDING 200 X: BUILDING ELEVATIONS A19.55 BUILDING 100 A TYPICAL ISOMETRIC VIEWS A19.56 BUILDING 100 A TYPICAL ISOMETRIC VIEWS A19.57 BUILDING 200A TYPICAL ISOMETRIC VIEWS A19.58 BUILDING 200A TYPICAL ISOMETRIC VIEWS A19.59 COLOR AND MATERIAL SCHEMES A19.60 COLOR AND MATERIAL SCHEMES NEIGHBORHOOD 20 L2.1 NEIGHBORHOOD 20 SITE PLAN CIVIL C.2.1 NEIGHBORHOOD 20 SITE PLAN C.2.2 NEIGHBORHOOD 20 LAND USE SUMMARY C.2.3 NEIGHBORHOOD 20 STREET SECTIONS C.2.4 NEIGHBORHOOD 20 ADDRESS PLAN C.2.5 NEIGHBORHOOD 20 PARKING PLAN C.2.6 NEIGHBORHOOD 20 TRASH PICKUP PLAN C.2.7 NEIGHBORHOOD 20 MAILBOX LOCATION PLAN C.2.8 NEIGHBORHOOD 20 FIRE ACCESS PLAN C.2.9 NEIGHBORHOOD 20 SIGHT DISTANCE PLAN C.2.10 NEIGHBORHOOD 20 UNIVERSAL DESIGN ORDINANCE C.2.11 NEIGHBORHOOD 20 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L2.1 NEIGHBORHOOD 20 SITE PLAN L2.2 NEIGHBORHOOD 20 STREET TREE PLAN L2.3 NEIGHBORHOOD 20 WALLS AND FENCING L2.4 NEIGHBORHOOD 20 WALLS AND FENCING L2.5 NEIGHBORHOOD 20 TYPICALS - HORIZON PARKWAY L2.6 NEIGHBORHOOD 20 TYPICALS L2.7 NEIGHBORHOOD 20 TYPICALS ARCHITECTURE A2.1 PLAN 1A – FLOOR PLANS A2.2 PLAN 1A – ELEVATIONS & ROOF PLAN A2.3 PLAN 1B – FLOOR PLANS A2.4 PLAN 1B – ELEVATIONS & ROOF PLAN A2.5 PLAN 1C – FLOOR PLANS A2.6 PLAN 1C – ELEVATIONS & ROOF PLAN A2.7 PLAN 1XA – FLOOR PLANS A2.8 PLAN 1XA – ELEVATIONS & ROOF PLAN A2.9 PLAN 1XB – FLOOR PLANS A2.10 PLAN 1XB – ELEVATIONS & ROOF PLAN A2.11 PLAN 1XC – FLOOR PLANS A2.12 PLAN 1XC – ELEVATIONS & ROOF PLAN A2.13 PLAN 1XC – ENHANCED ELEVATIONS A2.14 PLAN & PLAN 1X – UDO PLANS A2.15 PLAN 2A – FLOOR PLANS A2.16 PLAN 2A – ELEVATIONS & ROOF PLAN A2.17 PLAN 2B – FLOOR PLANS A2.18 PLAN 2B – ELEVATIONS & ROOF PLAN A2.19 PLAN 2C – FLOOR PLANS A2.20 PLAN 2C – ELEVATIONS & ROOF PLAN A2.21 PLAN 2 – UDO PLAN A2.22 PLAN 3A – FLOOR PLANS A2.23 PLAN 3A – ELEVATIONS & ROOF PLAN A2.24 PLAN 3B – FLOOR PLANS A2.25 PLAN 3B – ELEVATIONS & ROOF PLAN A2.26 PLAN 3C – FLOOR PLANS A2.27 PLAN 3C – ELEVATIONS & ROOF PLAN A2.28 PLAN 3 – UDO PLAN A2.29 PLAN 4A – FLOOR PLANS A2.30 PLAN 4A – ROOF PLAN A2.31 PLAN 4A – ELEVATIONS A2.32 PLAN 4B – FLOOR PLANS A2.33 PLAN 4B – ROOF PLAN A2.34 PLAN 4B – ELEVATIONS & ENHANCED ELEVATIONS A2.35 PLAN 4C – FLOOR PLANS A2.36 PLAN 4C – ROOF PLAN A2.37 PLAN 4C – ELEVATIONS A2.38 PLAN 4 – UDO PLAN A2.39 PLAN 5A – FLOOR PLANS A2.40 PLAN 5A – FLOOR PLAN & ROOF PLAN A2.41 PLAN 5A – ELEVATIONS A2.42 PLAN 5B – FLOOR PLANS A2.43 PLAN 5B – FLOOR PLANS & ROOF PLAN A2.44 PLAN 5B – ELEVATIONS A2.45 PLAN 5C – FLOOR PLANS A2.46 PLAN 5C – FLOOR PLANS & ROOF PLAN A2.47 PLAN 5C – ELEVATIONS A2.48 PLAN 5 – UDO PLAN A2.49 ELEVATION DETAILS A2.50 COLOR & MATERIAL SCHEMES – ELEVATION A A2.51 COLOR & MATERIAL SCHEMES – ELEVATION B A2.52 COLOR & MATERIAL SCHEMES – ELEVATION C NEIGHBORHOOD 21 & 22 & 23 L3.1 NEIGHBORHOOD 21,22,23 SITE PLAN CIVIL C.3.1 NEIGHBORHOOD 21,22,23 SITE PLAN C.3.2 NEIGHBORHOOD 21,22,23 LAND USE SUMMARY C.3.3 NEIGHBORHOOD 21,22,23 STREET SECTIONS C.3.4 NEIGHBORHOOD 21,22,23 ADDRESS PLAN C.3.5 NEIGHBORHOOD 21,22,23 PARKING PLAN C.3.6 NEIGHBORHOOD 21,22,23 TRASH PICKUP PLAN Site Development Review Table of Contents 5.1.c Packet Pg. 46 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) C.3.7 NEIGHBORHOOD 21,22,23 MAILBOX LOCATION PLAN C.3.8 NEIGHBORHOOD 21,22,23 FIRE ACCESS PLAN C.3.9 NEIGHBORHOOD 21,22,23 SIGHT DISTANCE PLAN C.3.10 NEIGHBORHOOD 21,22,23 ACCESSIBILITY PLAN C.3.11 NEIGHBORHOOD 21,22,23 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L3.2 NEIGHBORHOOD 21,22,23 STREET TREE PLAN L3.3 NEIGHBORHOOD 21,22,23 WALLS AND FENCING L3.4 NEIGHBORHOOD 21,22,23 WALLS AND FENCING L3.5 NEIGHBORHOOD 21 TYPICALS L3.6 NEIGHBORHOOD 22 TYPICALS L3.7 NEIGHBORHOOD 22 PASEO L3.8 NEIGHBORHOOD 23 TYPICAL L3.9 NEIGHBORHOOD 23 PASEO L3.10 NEIGHBORHOOD 21,22,23 POCKET PARK - THE NATIVE GARDEN L3.11 NEIGHBORHOOD 21,22,23 POCKET PARK - THE ROSE GARDEN L3.12 NEIGHBORHOOD 21,22,23 POCKET PARK - THE CONTEMPORARY GARDEN L3.13 NEIGHBORHOOD 21,22,23 POCKET PARK - THE JAPANESE SENSORY GARDEN L3.14 SCARLETT DRIVE - IRON HORSE TRAIL CONNECTION ARCHITECTURE NEIGHBORHOOD 21 A21.1 SINGLE FAMILY CLUSTER STREET VIEW & BUILDING ANALYSIS A21.2 SINGLE FAMILY CLUSTER LAYOUT FIRST FLOOR A21.3 SINGLE FAMILY CLUSTER LAYOUT SECOND FLOOR A21.4 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ FLOOR PLAN A21.5 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ FLOOR PLAN OPTION A21.6 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ UDO A21.7 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATIONS A21.8 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATIONS A21.9 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ENHANCED ELEVATIONS AT SPECIFIED LOTS A21.10 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATIONS W/ PENTHOUSE OPTION A21.11 SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATIONS W/ PENTHOUSE OPTION A21.11.1SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ENHANCED ELEVATIONS W/ PENTHOUSE OPTION A21.12 SINGLE FAMILY CLUSTER PLAN ONE ‘B’ FLOOR PLAN A21.13 SINGLE FAMILY CLUSTER PLAN ONE ‘B’ FLOOR PLAN OPTION A21.14 SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ELEVATIONS A21.15 SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ELEVATIONS A21.16 SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ENHANCED ELEVATIONS AT SPECIFIED LOTS A21.17 SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ELEVATIONS W/ PENTHOUSE OPTION A21.18 SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ELEVATIONS W/ PENTHOUSE OPTION A21.18.1SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ENHANCED ELEVATIONS W/ PENTHOUSE OPTION A21.19 SINGLE FAMILY CLUSTER PLAN ONE ‘C’ FLOOR PLAN A21.20 SINGLE FAMILY CLUSTER PLAN ONE ‘C’ FLOOR PLAN OPTION A21.21 SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS A21.22 SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS A21.23 SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ENHANCED ELEVATIONS AT SPECIFIED LOTS A21.24 SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS W/ PENTHOUSE OPTION A21.25 SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS W/ PENTHOUSE OPTION A21.25.1SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ENHANCED ELEVATIONS W/ PENTHOUSE OPTION A21.26 SINGLE FAMILY CLUSTER PLAN ONE ‘D’ FLOOR PLAN A21.27 SINGLE FAMILY CLUSTER PLAN ONE ‘D’ FLOOR PLAN OPTION A21.28 SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS A21.29 SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS A21.30 SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ENHANCED ELEVATIONS AT SPECIFIED LOTS A21.31 SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS W/ PENTHOUSE OPTION A21.32 SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS W/ PENTHOUSE OPTION A21.32.1SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ENHANCED ELEVATIONS W/PENTHOUSE OPTION A21.33 SINGLE FAMILY CLUSTER PLAN ONE ROOF PLANS A21.34 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ FLOOR PLAN A21.35 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ FLOOR PLAN OPTIONS A21.36 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ UDO A21.37 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ELEVATIONS A21.38 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ELEVATIONS A21.39 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ENHANCED ELEVATIONS AT SPECIFIED LOTS A21.40 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ELEVATIONS W/ PENTHOUSE OPTION A21.41 SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ELEVATIONS W/ PENTHOUSE OPTION A21.41.1SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ENHANCED ELEVATIONS W/PENTHOUSE OPTION A21.42 SINGLE FAMILY CLUSTER PLAN TWO ‘B’ FLOOR PLAN A21.43 SINGLE FAMILY CLUSTER PLAN TWO ‘B’ FLOOR PLAN OPTION A21.44 SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS A21.45 SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS A21.46 SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ENHANCED ELEVATIONS AT SPECIFIED LOTS A21.47 SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS W/ PENTHOUSE OPTION A21.48 SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS W/ PENTHOUSE OPTION A21.48.1SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ENHANCED ELEVATIONS W/ PENTHOUSE OPTION A21.49 SINGLE FAMILY CLUSTER PLAN TWO ‘C’ FLOOR PLAN A21.50 SINGLE FAMILY CLUSTER PLAN TWO ‘C’ FLOOR PLAN OPTION A21.51 SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ELEVATIONS A21.52 SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ELEVATIONS A21.53 SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ENHANCED ELEVATIONS AT SPECIFIED LOTS A21.54 SINGLE FAMILY CLUSTER PLAN TW0 ‘C’ ELEVATIONS W/ PENTHOUSE OPTION A21.55 SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ELEVATIONS W/ PENTHOUSE OPTION A21.55.1SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ENHANCED ELEVATIONS W/ PENTHOUSE OPTION A21.56 SINGLE FAMILY CLUSTER PLAN TWO ROOF PLANS A21.57 SINGLE FAMILY CLUSTER GARAGE STORAGE EXHIBIT A21.58 SINGLE FAMILY CLUSTER COLORS & MATERIALS NEIGHBORHOOD 22 A22.1 ZIPPER TOWNS RENDERING A22.2 ZIPPER TOWNS 4-PLEX FLOOR PLANS A22.3 ZIPPER TOWNS 4-PLEX FLOOR PLANS & ROOF PLAN W/ SOLAR ZONES A22.4 ZIPPER TOWNS 4-PLEX ELEVATIONS A22.5 ZIPPER TOWNS 6-PLEX FLOOR PLANS A22.6 ZIPPER TOWNS 6-PLEX FLOOR PLANS & ROOF PLAN W/ SOLAR ZONES A22.7 ZIPPER TOWNS 6-PLEX ELEVATIONS A22.8 ZIPPER TOWNS 7-PLEX FLOOR PLANS A22.9 ZIPPER TOWNS 7-PLEX FLOOR PLANS & ROOF PLAN W/ SOLAR ZONES A22.10 ZIPPER TOWNS 7-PLEX ELEVATIONS A22.11 ZIPPER TOWNS PLAN 1 FLOOR PLANS A22.12 ZIPPER TOWNS PLAN 2 FLOOR PLANS A22.13 ZIPPER TOWNS PLAN 3 FLOOR PLANS A22.14 ZIPPER TOWNS SECTION & BUILDING ANALYSIS A22.15 ZIPPER TOWNS SECTION A22.16 ZIPPER TOWNS LEVEL ONE EMERGENCY ESCAPE PATH A22.17 ZIPPER TOWNS LEVEL TWO EMERGENCY ESCAPE PATH A22.18 ZIPPER TOWNS LEVEL THREE EMERGENCY ESCAPE PATH A22.19 ZIPPER STORAGE EXHIBIT A22.20 ZIPPER TOWNS COLORS & MATERIALS NEIGHBORHOOD 23 A23.1 CARRIAGE TOWNS FIRST FLOOR PLAN A23.2 CARRIAGE TOWNS SECOND FLOOR PLAN A23.3 CARRIAGE TOWNS THIRD FLOOR PLAN A23.4 CARRIAGE TOWNS ROOF PLAN & ROOF PLAN W/ SOLAR ZONES, BUILDING ANALYSIS A23.5 CARRIAGE TOWNS ELEVATIONS COLOR SCHEME 1 A23.6 CARRIAGE TOWNS ELEVATIONS COLOR SCHEME 2 A23.7 CARRIAGE TOWNS ELEVATIONS COLOR SCHEME 3 A23.8 CARRIAGE TOWNS PLAN 1 FLOOR PLAN A23.9 CARRIAGE TOWNS PLAN 2 FLOOR PLAN A23.10 CARRIAGE TOWNS PLAN 3 FLOOR PLAN A23.11 CARRIAGE TOWNS SECTION A23.12 CARRIAGE TOWNS EMERGENCY ESCAPE PLAN A23.13 CARRIAGE TOWNS EMERGENCY ESCAPE PLAN A23.14 CARRIAGE TOWNS EMERGENCY ESCAPE PLAN A23.15 CARRIAGE TOWNS STORAGE EXHIBIT A23.16 CARRIAGE TOWNS COLORS AND MATERIALS NEIGHBORHOOD 24 L4.1 NEIGHBORHOOD 24 SITE PLAN CIVIL C.4.1 NEIGHBORHOOD 24 SITE PLAN C.4.2 NEIGHBORHOOD 24 LAND USE SUMMARY C.4.3 NEIGHBORHOOD 24 STREET SECTIONS C.4.4 NEIGHBORHOOD 24 ADDRESS PLAN C.4.5 NEIGHBORHOOD 24 PARKING PLAN C.4.6 NEIGHBORHOOD 24 TRASH PICKUP PLAN C.4.7 NEIGHBORHOOD 24 MAILBOX LOCATION PLAN C.4.8 NEIGHBORHOOD 24 FIRE ACCESS PLAN C.4.9 NEIGHBORHOOD 24 SIGHT DISTANCE PLAN Site Development Review Table of Contents 5.1.c Packet Pg. 47 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) C.4.10 NEIGHBORHOOD 24 UNIVERSAL DESIGN ORDINANCE C.4.11 NEIGHBORHOOD 24 MAINTENANCE RESPONSIBILITY PLAN LANDSCAPE L4.2 NEIGHBORHOOD 24 STREET TREE PLAN L4.3 NEIGHBORHOOD 24 WALLS AND FENCING L4.4 NEIGHBORHOOD 24 WALLS AND FENCING L4.5 NEIGHBORHOOD 24 TYPICALS ARCHITECTURE A4.0 CONCEPTUAL STREET SCENE A4.01 PERSPECTIVE VIEW FROM HORIZON PARKWAY A4.1 PLAN 1 FRONT ELEVATION A4.2 PLAN 1 VARIATION A FLOOR PLAN A4.3 PLAN 1 VARIATION A FLOOR PLAN A4.4 PLAN 1 VARIATION A ELEVATION A4.5 PLAN 1 VARIATION B FLOOR PLAN A4.6 PLAN 1 VARIATION B FLOOR PLAN A4.7 PLAN 1 VARIATION B ELEVATION A4.8 PLAN 1 VARIATION C FLOOR PLAN A4.9 PLAN 1 VARIATION C FLOOR PLAN A4.10 PLAN 1 VARIATION C ELEVATION A4.11 PLAN 1 UDO PLANS A4.12 PLAN 2 FRONT ELEVATION A4.13 PLAN 2 VARIATION A FLOOR PLAN A4.14 PLAN 2 VARIATION A FLOOR PLAN A4.15 PLAN 2 VARIATION A ELEVATION A4.16 PLAN 2 VARIATION B FLOOR PLAN A4.17 PLAN 2 VARIATION B FLOOR PLAN A4.18 PLAN 2 VARIATION B ELEVATION A4.19 PLAN 2 VARIATION C FLOOR PLAN A4.20 PLAN 2 VARIATION C FLOOR PLAN A4.21 PLAN 2 VARIATION C ELEVATIONS A4.22 PLAN 2 UDO PLANS A4.23 PLAN 3 FRONT ELEVATIONS A4.24 PLAN 3 VARIATION A FLOOR PLAN A4.25 PLAN 3 VARIATION A FLOOR PLAN A4.26 PLAN 3 VARIATION A ELEVATION A4.27 PLAN 3 VARIATION B FLOOR PLAN A4.28 PLAN 3 VARIATION B FLOOR PLAN A4.29 PLAN 3 VARIATION B ELEVATION A4.30 PLAN 3 VARIATION C FLOOR PLAN A4.31 PLAN 3 VARIATION C FLOOR PLAN A4.32 PLAN 3 VARIATION C ELEVATION A4.33 PLAN 3 UDO PLANS A4.34 PLAN 4 FRONT ELEVATIONS A4.35 PLAN 4 VARIATION A FLOOR PLAN A4.36 PLAN 4 VARIATION A FLOOR PLAN A4.37 PLAN 4 VARIATION A ELEVATION A4.38 PLAN 4 VARIATION B FLOOR PLAN A4.39 PLAN 4 VARIATION B FLOOR PLAN A4.40 PLAN 4 VARIATION B ELEVATION A4.41 PLAN 4 VARIATION C FLOOR PLAN A4.42 PLAN 4 VARIATION C FLOOR PLAN A4.43 PLAN 4 VARIATION C ELEVATION A4.44 PLAN 4 UDO PLANS A4.45 ELEVATION DETAIL SHEET 1 A4.46 ELEVATION DETAIL SHEET 2 A4.47 COLOR & MATERIAL SCHEMES A4.48 COLOR & MATERIAL SCHEMES VESTING TENTATIVE MAP Civil 0.1 COVER SHEET 0.2 INDEX SHEET 0.3 DETAIL SHEET 0.4 DETAIL SHEET TRACT 8370 (NH19) 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 8371 (NH20) 2.0 EXISTING CONDITIONS 2.1 TENTATIVE MAP 2.2 GRADING AND DRAINAGE PLAN 2.3 UTILITY PLAN 2.4 STORM WATER MANAGEMENT PLAN 2.5 SECTIONS AND DETAILS TRACT 8372 (NH21, NH22, NH23) 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 8373 (NH24) 4.0 EXISTING CONDITIONS 4.1 TENTATIVE MAP 4.2 GRADING AND DRAINAGE PLAN 4.3 UTILITY PLAN 4.4 STORM WATER MANAGEMENT PLAN 4.5 SECTIONS AND DETAILS 5.1.c Packet Pg. 48 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) 5.1.c Packet Pg. 49 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) 5.1.c Packet Pg. 50 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) 5.1.c Packet Pg. 51 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) 5.1.c Packet Pg. 52 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) 5.1.c Packet Pg. 53 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) UP UP UP 44 9 44 44 9 4 9 444 9 4444 4 4 9 44 44 9 4 9 444 9 44 44 4 4 9 44 44 9 4 9 444 9 44 44 4 4 9 44 44 9 4 9 444 9 44 44 44 9 44 44 9 4 9 444 9 4444 4 4 9 44 44 9 4 9 444 9 44 44 44 9 44 44 9 4 9 444 9 4444 4 4 9 44 4 4 9 4 9 444 9 44 44 4 4 9 44 44 9 4 9 444 9 44 44 44 9 44 44 9 4 9 444 9 4444 4 4 9 44 44 9 4 9 444 9 44 44 4 4 9 44 44 9 4 9 444 9 44 44 44 9 44 44 9 4 9 444 9 4444 44 9 44 44 9 4 9 444 9 4444 4 4 9 44 44 9 4 9 444 9 44 44 44 9 44 44 9 4 9 444 9 4444 44 9 44 44 9 4 9 444 9 4444 9 9 9 9 441 4 444 9 99 9 9 441 4 444 9 9 9 9 9 44 1 4 444 9 99 9 9 441 4 444 9 99 9 9 441 4 444 9 9 9 9 9 44 1 4 444 9 9 4 9 4 9 9 99 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 99 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 99 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 9 4 9 4 9 9 99 E 441 4 44 4 9 9 4 9 4 9 9 9 9 E 441 4 44 4 9 ACACACACACACACACAC AC AC AC AC AC AC AC ACAC AC AC AC AC AC AC AC AC AC AC AC AC ACAC AC AC AC AC AC EV PLAN 2B EV PLAN 1B EV EV PLAN 1 C EV PLAN 1C EV PLAN 1B EV EV PLA N 1 C EV PLA N 2 B EV PLAN 1 A EV PLAN 2B EV PLAN 1C EV PLA N 2 B EV PLAN 1 A EV PLAN 1B EV EV PLAN 2B EV PLAN 1A EV PLAN 1C EV PLAN 1B EV EV PLAN 2B EV PLAN 1A EV PLAN 1B EV PLAN 3C EV PLAN 3A EV PLAN 2C EV PLAN 3 B EV PLA N 2 A EV PLAN 3 A EV PLAN 3C EV PLAN 2A EV PLAN 2C EV PLAN 3B EV PLAN 2A EV PLAN 3 A EV PLAN 2 A EVPLAN 3 C EV PLAN 2 C EV PLAN 3 A EV PLAN 3A EV PLAN 3C EV PLAN 3B EV PLAN 2A EV PLAN 3A EV PLAN 2C EV PLAN 3C EV PLAN 2CEV PLAN 3A EV PLAN 2A EV PLAN 3B EV EV PLAN 1 A PLA N 3 B EV C C C C C C C C C C DU B L I N B O U L E V A R D SCARLETT DRIVE ARNOLD DRIVE C A N A L 2 EV EV EV EV EV EV EV EV EV EV EVEV EVEV EV EV EV EV EVEV EV EV EVEVEVBLDG 100-B BLDG 100-C EVEVEVBLDG 100-B BLD G 2 0 0 - A BLDG 100-C BLDG 100-C EV EVEVBLDG 100-B BLDG 1 0 0 - C BLDG 1 0 0 - C BLDG 1 0 0 - C BLDG 2 0 0 - C BLDG 2 0 0 - A EV EVEV BLDG 1 0 0 - B EV EVEV BLDG 1 0 0 - B BLDG 1 0 0 - C BLDG 1 0 0 - C BLD G 2 0 0 - C BLDG 100-C BLDG 100-C BLD G 2 0 0 - C BLD G 2 0 0 - A EVEVEVBLDG 100-B EVEVEVBLDG 100-B CX BLDG 100 CXBLDG 100 EVEV EVEVEVBLDG 100-B BLDG 100-C 9 99499994944444949944 4 444 444494 99949999494 44449499444444444494999499994944444949944444444449499949999494444494994444444444949999441444499999441444499999441444499999441444499999441444499999441444499994999949444449499444444444494999499994944444949944444444449499949999494444494994444444444949994999949444449499444444444494999499994944444949944444444449499949999494444494994444444444949994999949444449499444444444494999499994944444949944444444449499949999494444494994444444444949994999949444449499444444444494999499994944444949944444444449499949999494444494994444444444949494999944144449949499994414444994949494999944144449949499994414444994949494999944144449949499994414444994949999441444499999441444499999441444499999441444499999441444499999441444499999441444499999441444499994999949444449499444444444494999499994944444949944444444449494949999441444499494999944144449949494949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E4414444994949999E44144449 50 0 ' R A D I U S VI S U A L I N T R U S I O N B U F F E R AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A LEGENDNEIGHBORHOOD 19NEIGHBORHOOD 20NEIGHBORHOOD 21, 22, 23NEIGHBORHOOD 24 C0 . 1 OV E R A L L AE R I A L P H O T O P L A N 0 20 0 40 0 FE E T 60 0 PH A S E S 4 - 5 5. 1 . c Pa c k e t P g . 5 4 Attachment: 3A. Exhibit A to Attachment 2 Project Plans - Intro Sheets (Boulevard) EV PLAN 2B EV PLAN 1B EV EV PLA N 1 C EV PLAN 1C EV PLAN 1B EV EV PLA N 1 C EV PLA N 2 B EV PLA N 1 A EV PLAN 2B EV PLAN 1C EV PL A N 2 B EV PL A N 1 A EV PLAN 1B EV EV PLAN 2B EV PLAN 1A EV PLAN 1C EV PLAN 1B EV EV PLAN 2B EV PLAN 1A EV PLAN 1B EV PLAN 3C EV PLAN 3A EV PLAN 2C EV PL A N 3 B EV PLA N 2 A EV PLA N 3 A EV PLAN 3C EV PLAN 2A EV PLAN 2C EV PLAN 3B EV PLAN 2A EV PLA N 3 A EV PLA N 2 A EV PLA N 3 C EV PL A N 2 C EV PLA N 3 A EV PLAN 3A EV PLAN 3C EV PLAN 3B EV PLAN 2A EV PLAN 3A EV PLAN 2C EV PLAN 3C EV PLAN 2C EV PLAN 3A EV PLAN 2A EV PLAN 3B EV EV PLA N 1 A PLA N 3 B EV C C C CC C C C C C C C C C C C C SCARLETT DRIVE HO R I Z O N P A R K W A Y STERLING STREET IRON HORSE PARKWAY CE N T R A L P A R K W A Y EV EV EV EV EV EV EV EV EV EV EVEV EV EV EV EV EV EV EVEV EV EV EVEVEV EV EVEV EV EVEV EV EVEV EV EVEV EVEVEV EV EVEV EVEV EVEVEV C C C C C C C C C C C C C C C C C C C C C C C C C C C CCCCCCCCCCCCCC C C CCCCCCCCCCCCCCCCCCCCC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°45°45°15°45°45°45°45°90°90°45°90°45°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90° 50 0 ' R A D I U S VI S U A L I N T R U S I O N B U F F E R Z O N E 7 P A R C E L ( S T A G I N G A R E A ) STERLI N G IRON HORSE PARKWAY STREET HORIZON PARKWAY C0 . 2 OV E R A L L NE I G H B O R H O O D P L A N 0 10 0 20 0 FE E T 30 0 PH A S E S 4 - 5 PHASES 4-5 UNIT SUMMARY192021-22-2324 NEIGHBORHOOD ## OF UNITS PHASE 4TOTAL91 units75 units 91 units75 units244 units100 units # OF UNITS PHASE 5N21: 62 units, N22: 92 units,N23: 90 unitsN24: 100 unitsTOTAL PHASE 4 & 5: 510 UNITS AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L 5. 1 . c Pa c k e t P g . 5 5 Attachment: 3A. Exhibit A to Attachment 2 Project Plans - Intro Sheets (Boulevard) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California OVERALL L0.1 0’10’20’40’ ENTRY AT HORIZON PARKWAY Street Tree Platanus acerifolia London Plane Tree Entry Wall with Veneer HORIZO N P A R K W A Y Granite Seat Turtles in Ornamental Grasses Linear Concrete Pavers Mfr: Basalite Color: Pacifica Stamped As- phalt Pedestrian Crossing 8’ Sidewalk Accent Tree Quercus virginiana Southern Live Oak S C A R L E T T R O A D Ornamental Grasses in Rows ELEVATION Tall Metal Panel Accent Tree Carpinus betulus ‘Fastigiata’ European Hornbeam 30 ACRE CITY PARK BY OTHERS Linear Concrete Pavers Mfr: Basalite Color: Pacifica 5.1.c Packet Pg. 56 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California OVERALL L0.2 0’20’40’80’ CULVERT CROSSING AT NH19 & 24 HORIZON P A R K W A Y Street Trees Spaced at 30’ O.C. (Standard) Ulmus parvifolia Evergreen Elm 10’ Sidewalk NH 19 NH 24 Railing on Headwall CHA B O T C R E E K Overlook Plaza with Seating 12’ Paved Access Zone 7 Access Paved Turnaround Shade Tree 7’ Masonry Wall 6’ Theme Wall 40’ O . C . T r e e S p a c i n g at th i s l o c a t i o n o n l y 40’ O . C . T r e e S p a c i n g at th i s l o c a t i o n o n l y Screen Shrubs within 6’ PSE at Zone 7 Area Railing on Headwall 2’ Retaining Wall (HOA Maintained) Landscape Buffer and Bio-Retention Zone 7 Staging area compacted 9” aggregate base rock, to be HOA Maintained Std. Driveway cut with 2 bollards 5.1.c Packet Pg. 57 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California OVERALL 3’ Low Veneer Wall 6’ Theme Wall 7’ Masonry Wall NOTE: 1. Wall locations are shown diagramatically. All wall loca- tions shall be out of the site visibility triangle. 2. All Walls and Fences to be located outside of the PSE L0.3 0’10’20’40’ OVERALL WALL AND FENCING PLAN 5.1.c Packet Pg. 58 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California OVERALL NOTE: All wall locations shall be out of the site visibility triangle. L0.4 0’10’20’40’ WALL AND FENCING DETAILS 6’ 14’-10” 6’HT THEME WALL Location: Horizon Parkway Frontage 22” Wide Columns Reveals Spaced at 8” Vertically 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 Stucco Color: ZINC DUST KM4903 KELLY MOORE 7’-0” 7’ PRECAST MASONRY WALL Location: At Property Line between NH 19, 20, 21, 22, 23, and 24 and Army Base ` 8” 6” Column and Panel Top Edges to be Chamfered 1” Reveals Column Color: Standard Grey Column Finish: Unfinished Wall Color: Davis Color Silversmoke or Kelley Moore Equal Wall Finish: Applied Texture Paint 5.1.c Packet Pg. 59 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California OVERALL L0.5 STREET SECTIONS SECTION A HORIZON PARKWAY NTS A SECTION B HORIZON PARKWAY NTS SECTION C HORIZON PARKWAY NTS B C 5.1.c Packet Pg. 60 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California OVERALL NOTE: Private Street signs shall only be used at private street to private street intersections. All other locations, City standard signs shall be used. L0.6 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 5.1.c Packet Pg. 61 At t a c h m e n t : 3 A . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - I n t r o S h e e t s ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California VENICE NH19 OVERALL L1.1 0’250’400’1000’ SITE PLAN NEIGHBORHOOD 19 5.1.d Packet Pg. 62 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) EVEV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EVEV EV EVEV EV EVEV EV EVEV EV EVEV EV EVEV EV EVEV EV EV EVEVEV C C C C C CCCC C C C C C C C C C C C C C C C C C C H O R I Z O N P A R K W A Y ST R E E T B STREET A ST R E E T C S T R E E T C STREET D COURT D COURT A COURT B COURT C COURT E COURT F COU R T G COURT H COURT I COU R T J COU R T K COU R T L COURT M COURT N COURT O 87 63 88 17 22 23 34 35 38 43 28 2916 15 67 73 60 58 91 90 19 82 68 44 54 75 18 69 66 12 31 37 45 47 41 62 49 53 78 79 83 76 70 86 65 81 3 4 10 9 1 5 11 21 24 30 27 33 36 42 39 48 46 56 52 57 55 50 40 32 2620 13 5961 84 85 80 77 7172 89 51 25 74 A B C G E F D G E HOA PARCELW/ EASEMENTTO ZONE 7 1 2 4 9 5 0 6 8 2 7 14 64 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L VE N I C E NE I G H B O R H O O D 1 9 0 40 80 FE E T 12 0 C. 1 . 1 SI T E P L A N NEIGHBORHOOD 19 (PHASE 4)SITE SUMMARYACRES:NH 19 (PHASE 4):6.59± ACNH 5 & 6 (PHASE 1B): 9.6± ACTOTAL ACRES: 16.19± ACUNIT SUMMARY:NH 19 UNIT COUNT (PHASE 4):91 DUET UNITSNH 5 & 6 UNIT COUNT (PHASE 1B):140 TOWNHOME AND SFD UN I T S TOTAL UNITS:231 UNITSBLENDED DENSITY FOR N5, N6, AND N19: 14.3 DU/AC NOTE: REFER TO APPROVED PHASE 1B SDR AND TMAP (TRACT 8309)FOR NH 5 & 6 SITE PLAN INFORMATION 5. 1 . d Pa c k e t P g . 6 3 Attachment: 3B. Exhibit A to Attachment 2 Project Plans - Neighborhood 19 (Boulevard) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California VENICE HORIZON PARKWAY ST E R L I N G S T R E E T OVERALL L1.2 0’50’100’200’ STREET TREE PLAN NEIGHBORHOOD 19 Ulmus parvifolia Chinese Elm LEGEND 5.1.d Packet Pg. 64 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California VENICE OVERALL L1.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 19 6’ Height Good Neighbor Fence 6’ Height Theme Wall 3’ Low Veneer Wall 7’ Masonry 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 HORIZON PARKWAY ST E R L I N G S T R E E T 5.1.d Packet Pg. 65 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California VENICE Location: Neighborhood 19 at Army Property 7’-0” 7’ HT PRECAST WALL 6’HT HORIZONTAL WOOD FENCE Location: Neighborhood 19 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.Location: Neighborhoods 19 Interior Yards where Fencing is not Visible from the Street 6’ 14’-10” 6’HT THEME WALL Location: Horizon Parkway Frontage 22” Wide Columns Reveals Spaced at 8” Vertically 8” 6” Column and Panel Top Edges to be Chamfered 1” Reveals Column Color: Standard Grey Column Finish: Unfinished Wall Color: Davis Color Silversmoke or Kelley Moore Equal Wall Finish: Applied Texture Paint 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 Stucco Color: ZINC DUST KM4903 KELLY MOORE 6’HT GOOD NEIGHBOR FENCE NOTE: All wall locations shall be out of the site visibility triangle. OVERALL L1.4 WALLS AND FENCING NEIGHBORHOOD 19 5.1.d Packet Pg. 66 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California VENICE OVERALL L1.5 0’8’16’32’ TYPICALS NEIGHBORHOOD 19Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 6’ Horizontal Wood Fence 3’ Low Accent Wall 7’ Precast Masonry Wall Accent Shrubs at Unit Entry Street Trees Accent Shrubs and Small Tree at Garage Sidewalk Evergreen Shrub at Building Columnar Tree 3’ Low Accent Wall 6’ Horizontal Wood Fence Accent Paving at Unit Entry Water SewerCOWater Sewer CO Accent Trees Water SewerCOWater Sewer CO Water Sewer CO Water SewerCO AC Unit, typ. BUILDING 100-B BUILDING 100-B BUILDING 200-B 5.1.d Packet Pg. 67 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California VENICE OVERALL L1.6 0’15’30’60’ PARK-THE GYM NEIGHBORHOOD 19 Fitness Program on Artificial Turf 6’ Good Neighbor Fence Park Monumentation Accent Paving at Park Entry Accent Trees Street Trees Accent Seating Bollard Lighting Accent Post Lighting 5.1.d Packet Pg. 68 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 VENICE N19 - VENICE A19.1 MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. 5.1.d Packet Pg. 69 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 VENICE N19 - VENICE A19.2 April 10, 2018 PRODUCT TYPE Product Type Single Family Detached Duet 5.1.d Packet Pg. 70 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 VENICE N19 - VENICE A19.3 April 10, 2018 ELEVATION TYPE Plan Type Elevation A Elevation B Elevation C 5.1.d Packet Pg. 71 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 VENICE N19 - VENICE A19.4 April 10, 2018 OPEN SPACE TYPE Open Space Type Common Area, Paseos and Private Yard Areas = 15.2% Private Balcony’s at Second Level (Plan 1 & 2) = 2.1% Total Usable Open Space = 17.3% 5.1.d Packet Pg. 72 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 VENICE N19 - VENICE April 10, 2018 Note: Artist’s conception; colors, materials and application may vary. CLUSTER 'A' FRONT: Scheme 1 CLUSTER 'C' FRONT: Scheme 5 STREETSCENE A19.5 5.1.d Packet Pg. 73 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BUILDING 100A RIGHT/REAR & BUILDING 200A - RIGHT VIEW BUILDING 100A & BUILDING 200 PLAN LEFT VIEWBUILDING 100A - FRONT VIEW (BUILDING 200 BEYOND) COLOR SCHEME #1 BUILDING 100A - FRONT/RIGHT VIEW N19 VENICE N19 - VENICE MAY 8, 2018 CLUSTER 'A' TYPICAL ISOMETRIC VIEWS A19.6 5.1.d Packet Pg. 74 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE N19 VENICE MAY 8, 2018 A19.7 ENHANCED GARAGE DOOR SPECIFICATION ENHANCED GARAGE DOORS SPECIFICATION ENHANCED GARAGE DOORS SPECIFICATION ENHANCED GARAGE DOOR SPECIFICATION COLOR SCHEME 1 SHOWN ABOVE Note: Artist’s conception; colors, materials and application may vary. 5.1.d Packet Pg. 75 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 3.8 LF 3.8 L F 3.8 LF 3.8 L F 2868 24 68 24 68 26 68 24 68 26 68 24 68 4. 3 3 L F 4.5 LF 3.55 LF 4.6 7 L F 4.8 8 L F 2 LF 4050SL Bldg 200 Bldg 100 Bldg 100 (R) FEET481624 P2-R P1-R P3-RP3 P1 P2 Bldg 200 Bldg 100 Bldg 100 (R) P2-R P1-R P3-RP3 P1 P2 N19 - VENICE A19.8 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 76 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.9 N19 VENICE MAY 8, 2018 STANDARD PANEL GARAGE DOOR ENHANCED GARAGE DOORS SPECIFICATION ENHANCED GARAGE DOORS SPECIFICATION STANDARD PANEL GARAGE DOOR STANDARD PANEL GARAGE DOOR STANDARD PANEL GARAGE DOOR COLOR SCHEME 3 SHOWN ABOVE Note: Artist’s conception; colors, materials and application may vary. 5.1.d Packet Pg. 77 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 3.8 LF 3. 8 L F 3.8 LF 3.8 L F 4. 3 3 L F 4.5 LF 3.55 LF 4.6 7 L F 4.8 8 L F 2 LF Bldg 200 Bldg 100 Bldg 100 (R) FEET481624 P2-R P1-R P3-RP3 P1 P2 Bldg 200 Bldg 100 Bldg 100 (R) P2-R P1-R P3-RP3 P1 P2 N19 - VENICE A19.10 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 78 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.11 N19 VENICE MAY 8, 2018 STANDARD PANEL GARAGE DOOR ENHANCED GARAGE DOORS SPECIFICATION ENHANCED GARAGE DOORS SPECIFICATION STANDARD PANEL GARAGE DOOR STANDARD PANEL GARAGE DOOR ENHANCED GARAGE DOOR SPECIFICATION COLOR SCHEME 5 SHOWN ABOVE Note: Artist’s conception; colors, materials and application may vary. 5.1.d Packet Pg. 79 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 3.8 LF 3. 8 L F 3.8 LF 3.8 L F 2868 24 68 24 68 26 68 24 68 26 68 24 68 4.3 3 L F 4.5 LF 2668 2868 24 68 2468 3.55 LF 4. 6 7 L F 2468 2468 4.8 8 L F 2 LF 4050SL Bldg 200 Bldg 100 Bldg 100 (R) FEET481624 P2-R P1-R P3-RP3 P1 P2 Bldg 200 Bldg 100 Bldg 100 (R) P2-R P1-R P3-RP3 P1 P2 N19 - VENICE A19.12 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 80 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BATH 2 FOYER Bed. 4 / UP 17R BATH 2 WIC. Bed 3 / PORCH PORCH GAS ELEC. A/C W/H TRASH TRASH TRASH GAS ELEC. UP 17R 8'-0"17'-0"x Patio W/H A/C COATS/ STOR. STORAGE 202.5 CU. FT. OPTIONAL E/V CHARGE OPTIONAL E/V CHARGE TRASH TRASH TRASH STOR. 216 CU. FT. COATS /STOR. FLOOR ABV. FOYER 20 5 0 S H TE M P . G L . 20 5 0 S H TE M P . G L . 30 8 0 S C 20 5 0 S H 3080SC 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 3050SH 3050SH 2070FXTEMP. GL. 30 8 0 S C 30 5 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . 50 6 8 B I - P A S S 266 8 24 6 8 24 6 8 2868SC 2868SC 246 8 2668 2468 2468 3020FX 3020FX TEMP. GL.2040SH 20 5 0 S H TE M P . G L . 21'-5"22'-4"x 2-Car Garage 11'-6"11'-4"x Opt. Study 21'-5"22'-4"x 2-Car Garage 13'-4"11'-2"x Opt. Den WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T FEET24812 Plan 1 - A 439 SQ. FT. Plan 2 - A 459 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. FIRST FLOOR TOTAL FIRST FLOOR TOTAL N19 - VENICE A19.13 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 81 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BATH 2 FOYER Bed. 4 / UP 17R BATH 2 WIC. Bed 3 / PORCH PORCH GAS ELEC. A/C W/H TRASH TRASH TRASH GAS ELEC. UP 17R 8'-0"17'-0"x Patio W/H COATS/STOR. STORAGE 202.5 CU. FT. OPTIONAL E/V CHARGE OPTIONAL E/V CHARGE TRASH TRASH TRASH STOR. 216 CU. FT. COATS / STOR. FLOOR ABV. FOYER 20 5 0 S H TE M P . G L . 20 5 0 S H TE M P . G L . 30 8 0 S C 20 5 0 S H 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 3050SH 3050SH 2070FXTEMP. GL. 30 8 0 S C 30 5 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . 50 6 8 B I - P A S S 21 0 6 8 21068 24 6 8 21068SC 21068SC 2468 210 6 8 21068 3020FX 3020FX TEMP. GL.2040SH 20 5 0 S H TE M P . G L . 21'-5"22'-4"x 2-Car Garage 10'-6"11'-4"x Opt. Study 21'-5"22'-4"x 2-Car Garage 13'-2"11'-0"x Opt. Den 210 6 8 A/C 3080SC WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T 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 Plan 1 - A 439 SQ. FT. Plan 2 - A 459 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. FIRST FLOOR TOTAL FIRST FLOOR TOTAL U1 U2 U3 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 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 U1 U2 U3 U17 N19 - VENICE A19.14 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 82 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) DN 17R SERVICE KITCHEN 26 LF CAB. 12'-0"16'-0"x Dining Rm. PAN. 13'-0"6'-6"x Balcony PDR. 15'-4"21'-0"x Family Room DN 17R KITCHEN 25 LF CAB. 21'-0"13'-4"x Family Room18'-10"6'-6"x Balcony PDR. UP 17R UP 17R RE F . D/WD/S OVEN REF. D/W D/S OVEN STORAGE 135 CU. FT. FL O O R A B V . FLOOR ABV. FL O O R A B V . OPEN TO ABOVE 17'-2"10'-0"x Dining Rm. PANTRY 30 5 0 S H 20 5 0 F X TE M P . G L . 20 5 0 F X TE M P . G L . 20 5 0 S H TE M P . G L . 20 5 0 S H TE M P . G L . 20 2 0 S H TE M P . G L . 20 2 0 F X 3050SH3050SH3050SH 30 5 0 S H 30 5 0 S H TE M P . G L . 30 5 0 S H FR. DOOR3076T.G. 26 6 8 26 3 6 S H 30 5 0 S H TE M P . G L . 30 5 0 S H 3050SH 6050FX 3050SH 3050SH 3050SH 3050SH 3076T.G.FR. DOOR 2868 2468 246 8 24 6 8 3050SH 2040 SH CE N T E R O N WI N D O W S A B O V E FLOOR ABV. FEET24812 Plan 1 - A 854 SQ. FT. Plan 2 - A 927 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. SECOND FLOOR TOTAL SECOND FLOOR TOTAL N19 - VENICE A19.15 N19 VENICE April 10, 2018 5.1.d Packet Pg. 83 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) DN 17R HERS 14 LF OWNER'SBATH DN 17R OWNER'SCLOSET 22 LF OWNER'SBATH SERVICE BATH 3 WIC Bed. 3 / 4. 3 3 L F 4.5 LF OPEN TO BELOW LI N E N OP T . U P P E R BATH 3 SE A T 60"x34" LOW LINEN HIS 9 LF 3050SH3050SH3050SH3050SH 3050SHTEMP. GL. TE M P . GL . 20 5 0 S H TE M P . GL . 20 5 0 S H 30 5 0 S H 3050SH 3050SH 3050SH 20 2 0 F X 20 5 0 F X 20 5 0 F X 20 5 0 F X 20 5 0 F X 30 5 0 S H 5068 BI-PASS 5068 BI-PASS 26 6 8 26 6 8 2868 24 6 8 24 6 8 24 6 8 24 6 8 24 6 8 26 6 8 26 6 8 24 6 8 2868 2468 2468 CE N T E R O N WI N D O W S B E L O W TEMP.GL.3050SH 3050SH3050SH 20 2 0 F X 20 2 0 F X 20 2 0 F X 20 2 0 F X 20 2 0 F X TE M P . G L . 12'-10"10'-6"x Bed 215'-6"15'-0"x Owner's Bed 10'-7"10'-10"x Opt. Loft 14'-0"15'-10"x Owner's Bed 11'-10"12'-0"x Bed 2 FL O O R B E L O W 20 5 0 F X FEET24812 Plan 1 - A 833 SQ. FT. Plan 2 - A 926 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. THIRD FLOOR TOTAL THIRD FLOOR TOTAL N19 - VENICE A19.16 N19 VENICE MAY 8, 2018 April 10, 2018 April 10, 2018 5.1.d Packet Pg. 84 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) A - ELEVATIONS: BUILDING MATERIALS: SCHEME 1 ROOF: CONCRETE TILE ROOF METAL ROOF FASCIA-GUTTER TYPICAL BODY 1 STUCCO#1 BODY 2 STUCCO#2 SIDING #1 HORIZONTAL LAP SIDING / FASCIA-GUTTER SIDING #2 VERTICAL LAP SIDING / GARAGE DOOR #2 WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 1A. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. N19 - VENICE A19.17 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. April 10, 2018 1 2 4 6 10 3 8 12 9 1A 5.1.d Packet Pg. 85 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) A - ELEVATIONS: BUILDING MATERIALS: SCHEME 1 ROOF: CONCRETE TILE ROOF / FASCIA-GUTTER TYPICAL METAL ROOF BODY 1 STUCCO#1 BODY 2 STUCCO#2 SIDING #1 HORIZONTAL LAP SIDING / FASCIA-GUTTER SIDING #2 VERTICAL LAP SIDING / GARAGE DOOR #2 WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 1A. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. N19 - VENICE A19.18 N19 VENICE MAY 8, 2018 ENHANCED GARAGE DOOR SPECIFICATION ENHANCED GARAGE DOOR SPECIFICATION 6’ WOOD FENCE 1 4 12 3 6 10 2 12 11 11 4 8 12 12 102 2 1A 1A 5.1.d Packet Pg. 86 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BATH 2 FOYER Bed. 4 / UP 17R BATH 2 WIC. Bed 3 / PORCH PORCH GAS ELEC. A/C W/H TRASH TRASH TRASH GAS ELEC. UP 17R W/H 30 SC 80 COATS/STOR. STORAGE 202.5 CU. FT. OPTIONAL E/V CHARGE OPTIONAL E/V CHARGE TRASH TRASH TRASH STOR. 216 CU. FT. COATS /STOR. FLOOR ABV. FOYER 20 5 0 S H TE M P . G L . 20 5 0 S H TE M P . G L . 30 8 0 S C 20 5 0 S H 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 3050SH 3050SH 2070FXTEMP. GL. 30 8 0 S C 30 5 0 F X TE M P . G L . 20 2 0 F X AB O V E 20 2 0 F X TE M P . G L . 50 6 8 B I - P A S S 266 8 24 6 8 24 6 8 2868SC 2868SC 246 8 266 8 2468 2468 3020 FX3020 FX3020 FX TEMP. GL.2040 SH 21'-5"22'-4"x 2-Car Garage 11'-6"11'-4"x Opt. Study 21'-5"22'-4"x 2-Car Garage 13'-4"11'-2"x Opt. Den A/C 8'-0"16'-0"x Patio 3080SC WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T FEET24812 Plan 1 - B 439 SQ. FT. Plan 2 - B 459 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. FIRST FLOOR TOTAL FIRST FLOOR TOTAL N19 - VENICE A19.19 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 87 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) DN 17R SERVICE KITCHEN 26 LF CAB. 12'-0"16'-0"x Dining Rm. PAN.PDR. 15'-4"21'-0"x Family Room DN 17R KITCHEN 25 LF CAB. PDR. UP 17R UP 17R RE F . D/WD/S OVEN REF. D/W D/S OV E N STORAGE 135 CU. FT. FL O O R A B V . FLOOR ABV. FL O O R A B V . OPEN TO ABOVE 17'-2"10'-0"x Dining Rm. PANTRY CE N T E R O N WI N D O W S A B O V E 30 5 0 S H 20 5 0 F X TE M P . G L . 20 5 0 S H TE M P . G L . 20 5 0 S H TE M P . G L . 20 2 0 F X TE M P . G L . 20 2 0 F X 3050SH 30 5 0 S H 30 5 0 S H TE M P . G L . 30 5 0 S H FR. DOOR3076T.G. 26 6 8 26 3 6 S H TE M P . G L . 30 5 0 S H 30 5 0 S H 3050SH 3050SH 3050SH 3050SH 3050SH 3050SH 3076T.G.FR. DOOR 2868 2468 246 8 24 6 8 3050SH 20 5 0 F X TE M P . G L . 2040SH 3050SH3050SH FLOOR ABV. 13'-0"6'-6"x Balcony 21'-0"13'-4"x Family Room18'-10"6'-6"x Balcony FEET24812 Plan 1 - B 854 SQ. FT. Plan 2 - B 927 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. SECOND FLOOR TOTAL SECOND FLOOR TOTAL N19 - VENICE A19.20 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 88 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) DN 17R HERS 14 LF OWNER'S BATH DN 17R OWNER'SCLOSET 22 LF OWNER'SBATH SERVICE BATH 3 WIC Bed. 3 / 4. 3 3 L F 4.5 LF OPEN TO BELOW LI N E N OP T . U P P E R BATH 3 CE N T E R O N WI N D O W S B E L O W SE A T 60"x34" LOW LINEN HIS 9 LF 3050SH3050SH3050SH3050SH 3050SH 3050SHTEMP. GL. TE M P . GL . 20 5 0 S H 20 2 0 F X TE M P . GL . 20 5 0 S H TEMP.GL.3050SH 3050SH 3050SH 3050SH 20 2 0 F X TE M P . G L . 20 5 0 F X 20 5 0 F X 20 5 0 F X 20 5 0 F X 30 5 0 S H 5068 BI-PASS 5068 BI-PASS 26 6 8 26 6 8 2868 24 6 8 24 6 8 24 6 8 24 6 8 24 6 8 26 6 8 28 6 8 24 6 8 2868 2468 2468 3050SH 20 2 0 F X 20 2 0 F X 30 5 0 S H 20 2 0 F X 20 2 0 F X FL O O R B E L O W 12'-10"10'-6"x Bed 215'-6"15'-0"x Owner's Bed 10'-7"10'-10"x Opt. Loft 14'-0"15'-10"x Owner's Bed 11'-10"12'-0"x Bed 2 FEET24812 Plan 1 - B 833 SQ. FT. Plan 2 - B 926 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. THIRD FLOOR TOTAL THIRD FLOOR TOTAL N19 - VENICE A19.21 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 89 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) B - ELEVATIONS: BUILDING MATERIALS: SCHEME 3 ROOF: CONCRETE TILE ROOF METAL ROOF FASCIA-GUTTER TYPICAL BODY STUCCO SIDING #1 HORIZONTAL LAP SIDING SIDING #2 VERTICAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 1A. 2. 3. 4. 5. 6. 7. 8. 9. 10. N19 - VENICE A19.22 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. April 10, 2018 1 1A 4 4 6 8 4 7 10 3 5 5.1.d Packet Pg. 90 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.23 N19 VENICE MAY 8, 2018 ENHANCED GARAGE DOOR SPECIFICATION STANDARD PANEL GARAGE DOOR SPECIFICATION A - ELEVATIONS: BUILDING MATERIALS: SCHEME 3 ROOF: CONCRETE TILE ROOF METAL ROOF FASCIA-GUTTER TYPICAL BODY STUCCO SIDING #1 HORIZONTAL LAP SIDING SIDING #2 VERTICAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 1A. 2. 3. 4. 5. 6. 7. 8. 9. 10.6’ WOOD FENCE 1 3 10 4 5 8 2 10 9 9 2 7 10 1A 6 8 9 9 1A 5.1.d Packet Pg. 91 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 21'-5"22'-4"x 2-Car Garage BATH 2 FOYER 11'-6"11'-4"x Opt. Study Bed. 4 / UP 17R 21'-5"22'-4"x 2-Car Garage 13'-4"11'-2"x Opt. Den BATH 2 WIC. Bed 3 / PORCH PORCH GAS ELEC. A/C W/H TRASH TRASH TRASH GAS ELEC. UP 17R W/H COATS/STOR. STORAGE 202.5 CU. FT. OPTIONAL E/V CHARGE OPTIONAL E/V CHARGE TRASH TRASH TRASH STOR. 216 CU. FT. COATS /STOR. FLOOR ABV. FOYER 40 5 0 F X TE M P . G L . 30 8 0 S C 20 5 0 S H 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 3050SH 3050SH 2070FXTEMP. GL. 30 8 0 S C 30 5 0 F X TE M P . G L . 20 2 0 F X 20 2 0 F X 50 6 8 B I - P A S S 266 8 24 6 8 24 6 8 2868SC 2868SC 246 8 266 8 30 6 8 2468 2468 3050FX 3050FX TEMP. GL.2040SH A/C 8'-0"16'-9"x Patio 3080SC WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T FEET24812 Plan 1 - C 439 SQ. FT. Plan 2 - C 459 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. FIRST FLOOR TOTAL FIRST FLOOR TOTAL N19 - VENICE A19.24 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 92 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 17R 17R 17R 17R RE F . D/WD/S OVEN REF. D/W D/S OVEN OPEN TO ABOVE PANTRY CE N T E R O N WI N D O W A B O V E 30 5 0 S H 20 5 0 F X TE M P . G L . 20 5 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . 20 2 0 F X 3050SH3050SH3050SH 30 5 0 S H 30 5 0 S H TE M P . G L . 30 5 0 S H FR. DOOR3076T.G. 26 6 8 26 4 6 S H 30 5 0 S H 3050SH 3050SH 3050SH 3050SH 3050SH 3076T.G.FR. DOOR 2868 2468 246 8 24 6 8 3050SH FL O O R A B O V E 3050SH 40 5 0 F X TE M P . G L . 30 5 0 S H FLOOR ABV. 17'-2"10'-0"x Dining Rm. SERVICE KITCHEN 26 LF CAB. PAN.PDR. KITCHEN 25 LF CAB. PDR. STORAGE 135 CU. FT. FLOOR ABV. 2040 SH 18'-10"6'-6"x Balcony 12'-0"16'-0"x Dining Rm. 13'-0"6'-6"x Balcony 15'-4"21'-0"x Family Room 21'-0"13'-4"x Family Room DN DN UP UP FL O O R A B O V E FEET24812 Plan 1 - C 854 SQ. FT. Plan 2 - C 927 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. SECOND FLOOR TOTAL SECOND FLOOR TOTAL N19 - VENICE A19.25 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 93 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 4. 3 3 L F 4.5 LF 17R HERS 14 LF 17R OWNER'SCLOSET 22 LF OPEN TO BELOW LI N E N OP T . U P P E R SE A T 60"x34" LOW LINEN HIS 9 LF 3050SH3050SH3050SH3050SH 3050SHTEMP. GL. TE M P . GL . 20 5 0 S H 20 2 0 F X TE M P . GL . 20 5 0 S H TEMP.GL.3050 SH 30 5 0 S H 3050SH 3050SH 3050SH 20 2 0 F X TE M P . G L . 40 5 0 F X 20 5 0 F X 20 5 0 F X 30 5 0 S H 5068 BI-PASS 5068 BI-PASS 26 6 8 26 6 8 2868 24 6 8 24 6 8 24 6 8 24 6 8 24 6 8 26 6 8 26 6 8 24 6 8 2868 2468 2468 CE N T E R O N W I N D O W S BE L O W 3050SH3050SH 20 2 0 F X 20 2 0 F X 20 2 0 F X 20 2 0 F X 12'-10"10'-6"x Bed 215'-6"15'-0"x Owner's Bed 10'-7"10'-10"x Opt. LoftBed. 3 / BATH 3 OWNER'SBATH 14'-0"15'-10"x Owner's Bed 11'-10"12'-0"x Bed 2 OWNER'SBATH SERVICE BATH 3 WIC FL O O R B E L O W 4. 3 3 L F 4.5 LF FEET24812 Plan 1 - C 833 SQ. FT. Plan 2 - C 926 SQ. FT. 2,126 SQ. FT. 2,312 SQ. FT. THIRD FLOOR TOTAL THIRD FLOOR TOTAL N19 - VENICE A19.26 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 94 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) C - ELEVATIONS: BUILDING MATERIALS: SCHEME 5 ROOF CONCRETE TILE ROOF FASCIA-GUTTER TYPICAL ROOF METAL ROOF BODY STUCCO # 1 STUCCO #2 (STUCCO ACCENT COLOR) SIDING #1 FIBER CEMENT VERTICAL SIDING SIDING #2 FIBER CEMENT HORIZONTAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. N19 - VENICE A19.27 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. April 10, 2018 1 2 3 5 6 8 5 9 13 10 7 8 11 10 8 5.1.d Packet Pg. 95 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.28 N19 VENICE MAY 8, 2018 STANDARD GARAGE DOOR SPECIFICATION ENHANCED GARAGE DOOR SPECIFICATION C - ELEVATIONS: BUILDING MATERIALS: SCHEME 5 ROOF CONCRETE TILE ROOF FASCIA-GUTTER TYPICAL ROOF METAL ROOF BODY STUCCO # 1 STUCCO #2 (STUCCO ACCENT COLOR) SIDING #1 FIBER CEMENT VERTICAL SIDING SIDING #2 FIBER CEMENT HORIZONTAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 6’ WOOD FENCE 1 3 10 4 5 11 12 12 2 10 2 11 6 9 5 8 12 7 13 2 2 10 10 5.1.d Packet Pg. 96 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) UP 17R PDR. PORCH PAN UP 17R PORCH PAN PDR. KITCHEN 24.5 LF CAB. REF. D/WD/S OVEN REF. D/W D/S OVEN GAS ELEC. W/H TRASH ELEC. GAS W/H COATS /STOR. COATS /STOR. FOYERFOYER 5'-6"12'-4"x Patio 5'-6"12'-4"x Patio STOR. 216 CU. FT. A/C A/C FL O O R A B V . FLOOR ABV. FLOOR ABV. FL O O R A B V . FLOOR ABV.FLOOR ABV. OPTIONAL E/V CHARGE OPTIONAL E/V CHARGE TRASHTRASH STOR. 216 CU. FT. TRASHTRASH TRASH OPEN TO ABOVE OPEN TO ABOVEKITCHEN 24.5 LF CAB. 2468 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 20 4 0 S H 8080 TEMP. GL. SLIDER 30 8 0 S C 3050SH 8080 TEMP. GL. SLIDER 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 20 4 0 S H 30 8 0 S C 24 6 8 2468 2868SC 2468 246 8 2468 2868SC 3050SH 3050SH 3050SH 3050SH 3050SH2040FX 2040FX 16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm.21'-8"22'-4"x 2-Car Garage 21'-8"22'-4"x 2-Car Garage16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm. 30 5 0 S H 30 5 0 S H WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T FEET24812 Plan 3 - A 816 SQ. FT. 2,767 SQ. FT. FIRST FLOOR TOTAL Plan 3 - A (R) N19 - VENICE A19.29 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 97 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) UP 17R PDR. PORCH PAN UP 17R PORCH PAN PDR. KITCHEN 24.5 LF CAB. REF. D/WD/S OVEN REF. D/W D/S OVEN GAS ELEC. W/H TRASH ELEC. GAS W/H COATS /STOR. COATS /STOR. FOYERFOYER 5'-6"12'-4"x Patio 5'-6"12'-4"x Patio STOR. 216 CU. FT. A/C A/C FL O O R A B V . FLOOR ABV. FLOOR ABV. FL O O R A B V . FLOOR ABV.FLOOR ABV. OPTIONAL E/V CHARGE OPTIONAL E/V CHARGE TRASHTRASH STOR. 216 CU. FT. TRASHTRASH TRASH OPEN TO ABOVE OPEN TO ABOVEKITCHEN 24.5 LF CAB. 2468 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 20 4 0 S H 30 8 0 S C 3050SH 8080 TEMP. GL. SLIDER 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 20 4 0 S H 30 8 0 S C 24 6 8 210 6 8 21068SC 2468 246 8 21 0 6 8 21068SC 3050SH 3050SH 3050SH 3050SH 3050SH2040FX 2040FX 16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm.21'-8"22'-4"x 2-Car Garage 21'-8"22'-4"x 2-Car Garage16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm. 30 5 0 S H 8080 TEMP. GL. SLIDER 30 5 0 S H WO O D F E N C E WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T 6' HEIGHT WO O D F E N C E @ 6 ' H E I G H T 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 Plan 3 - A 816 SQ. FT. 2,767 SQ. FT. FIRST FLOOR TOTAL Plan 3 - A (R) 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 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 U1 U2 U3 U5 U11 U9 U12U6 U4 U8 U10 U5 U11 U9 U12 U6 U4 U8 U10 U3 U1 U2 N19 - VENICE A19.30 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 98 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) SERVICE 11'-10"16'-0"x Opt. Bed. 5 BATH 3 UP 17R 12'-2"12'-0"x Bed 2 16'-0"11'-4"x Bed 3 Loft / SERVICE DN 17R BATH 3 CENTER ON DOOR BELOW CENTER ON DOOR BELOW CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW 3.8 LF 3. 8 L F 3.8 LF 3. 8 L F WIC WIC WIC WIC FLOOR BELOW FLOOR BELOW FL O O R B E L O W FLOOR BELOW FLOOR BELOW FL O O R B E L O W 11'-10"16'-0"x Opt. Bed. 5 Loft / 12'-2"12'-0"x Bed 2 16'-0"11'-4"x Bed 3 OPEN TO ABOVE OPEN TO ABOVE LINEN LI N E N LI N E N LINEN CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE 2620 FX2620FX2040SH2040SHTEMP. GL. 30 5 0 S H 30 5 0 S H 2050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2668 2468 2468 26 6 8 2468 24 6 8 28 6 8 28 6 8 24 6 8 2468 2668 26 6 8 2468 2468 2620 FX 2620FX 2040SH 2040SHTEMP. GL. 30 5 0 S H 30 5 0 S H 2050SH3050SH3050SH 3050SH 3050SH 3050SH CENTER ON WINDOW ABOVE 2620FX CENTER ON WINDOW ABOVE 2620FX 20 2 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . UP 17R DN 17R FL O O R A B O V E FL O O R A B O V E FEET24812 Plan 3 - A (R)Plan 3 - A 1013 SQ. FT. 2,767 SQ. FT. SECOND FLOOR TOTAL N19 - VENICE A19.31 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 99 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) OWNER'SBATH OWNER'SBATH DN 17R DN 17R BATH 4 3.55 LF 4. 6 7 L F 4. 8 8 L F 2 LF OWNER'SCLOSET 28 LF WIC WIC BATH 4 CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW OPEN TO ABOVE OPEN TO ABOVE CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW LINENLINEN 2640 FX2640 FX2020 FX 3050SH 30 5 0 S H 30 5 0 S H 2040SH 2040SH TEMP. GL.4050SL 4050SL TEMP. GL.4050SL 2040SH 2040SH 3050SH 2640 FX 2640 FX 2868 24 6 8 266 8 2468 2468 2468 2868 26 6 8 2468 24 6 8 2468 2468 OWNER'SCLOSET 28 LF COFFEECOFFEE 2020 FX CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW 2640 FX CENTER ON WINDOW BELOW 2640 FX 2020 FX CENTER ON WINDOW BELOW 2020 FX CENTER ON WINDOW BELOW 4050SL 20 2 0 F X CE N T E R O N WI N D O W B E L O W 20 2 0 F X CE N T E R O N WI N D O W B E L O W 30 5 0 S H 30 5 0 S H LO W L I N E N LO W L I N E N 30 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 16'-0"16'-6"x Owner's Bed 11'-0"11'-0"x Bed 4 12'-0"11'-0"x Bed 4 16'-0"16'-6"x Owner's Bed FLOOR BELOW FLOOR BELOW FLOOR BELOW FLOOR BELOW FEET24812 Plan 3 - A (R)Plan 3 - A 938 SQ. FT. 2,767 SQ. FT. THIRD FLOOR TOTAL N19 - VENICE A19.32 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 100 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.33 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. A - ELEVATIONS: BUILDING MATERIALS: SCHEME 1 ROOF CONCRETE TILE ROOF FASCIA-GUTTER TYPICAL BODY #1 STUCCO#1 BODY #2 STUCCO#2 SIDING #1 HORIZONTAL LAP SIDING / FASCIA-GUTTER SIDING #2 VERTICAL LAP SIDING / GARAGE DOOR #2 WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL & LIGHT FIXTURE CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL & COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 1 6 12 5 4 8 12 2 9 7 3 6’ WOOD FENCE 6’ WOOD FENCE 5.1.d Packet Pg. 101 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.34 N19 VENICE MAY 8, 2018 ENHANCED GARAGE DOOR SPECIFICATION ENHANCED GARAGE DOOR SPECIFICATION 4 3 6 11 11 4 12 6 2 7 12 9 2 1 11 11 12 5 1 6 3 6’ WOOD FENCE 6’ WOOD FENCE 5.1.d Packet Pg. 102 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) UP 17R PDR. PORCH PAN UP 17R PORCH PAN PDR. KITCHEN 24.5 LF CAB. GAS REF. D/WD/S OVEN REF. D/W D/S OVEN GAS ELEC. W/H TRASH ELEC. GAS W/H COATS /STOR. COATS / STOR. FOYERFOYER 5'-6"12'-8"x Patio 5'-6"12'-8"x Patio STOR. 216 CU. FT. A/C A/C FL O O R A B V . FLOOR ABV. FLOOR ABV. FL O O R A B V . FLOOR ABV.FLOOR ABV. OPTIONAL E/V CHARGE OPTIONAL E/V CHARGE TRASHTRASH STOR. 216 CU. FT. TRASHTRASH TRASH OPEN TO ABOVE OPEN TO ABOVEKITCHEN 24.5 LF CAB. 2468 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 20 4 0 S H 8080 TEMP. GL. SLIDER 30 8 0 S C 3050SH 3050SH 3050SH 8080 TEMP. GL. SLIDER 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 20 4 0 S H 30 8 0 S C 24 6 8 2468 2868SC 2468 246 8 2468 2868SC 2040 FX2040 FX 3050SH 3050SH 3050SH 16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm.21'-8"22'-4"x 2-Car Garage 21'-8"22'-4"x 2-Car Garage16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm. 30 5 0 S H 30 5 0 S H WO O D F E N C E WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T FEET24812 Plan 3 - B 816 SQ. FT. 2,767 SQ. FT. FIRST FLOOR TOTAL Plan 3 - B (R) N19 - VENICE A19.35 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 103 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) SERVICE BATH 3 UP 17R Loft / SERVICE DN 17R BATH 3 CENTER ON DOOR BELOW CENTER ON DOOR BELOW CENTER ON WINDOWS BELOW CENTER ON WINDOWS BELOW 3.8 LF 3. 8 L F 3.8 LF 3. 8 L F WIC WIC WIC WIC FLOOR BELOW FLOOR BELOW FLOOR BELOW FL O O R B E L O W FLOOR BELOW FLOOR BELOW FL O O R B E L O W 11'-10"16'-2"x Opt. Bed. 5 Loft / 12'-2"12'-0"x Bed 2 OPEN TO ABOVE OPEN TO ABOVE LINEN LI N E N LI N E N LINEN 2040 SH2040 SH2040 SHTEMP. GL. 30 5 0 S H 30 5 0 S H 2050SH 3050SH 3050SH 3050SH 2668 2468 2468 26 6 8 2468 24 6 8 28 6 8 28 6 8 24 6 8 2468 2668 26 6 8 2468 2468 2020 FX 30 5 0 S H 30 5 0 S H 2050SH4050SL 3050SH 3050SH 3050SH 20 2 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . UP 17R DN 17R CENTER ON WINDOWS ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE 2040 SH 2040 SH CENTER ON WINDOW ABOVE 2040 SHTEMP. GL. CENTER ON WINDOW ABOVE 2040 SH CENTER ON WINDOW ABOVE 2040 SH 2040 SH 2040 SH FLOOR BELOW CENTER ON WINDOWS ABOVE 11'-10"16'-2"x Opt. Bed. 5 12'-2"12'-0"x Bed 2 16'-0"11'-4"x Bed 3 16'-0"11'-4"x Bed 3 4050SL FEET24812 Plan 3 - B (R)Plan 3 - B 1013 SQ. FT. 2,767 SQ. FT. SECOND FLOOR TOTAL N19 - VENICE A19.36 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 104 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) OWNER'SBATH OWNER'SBATH DN 17R DN 17R BATH 4 3.55 LF 4. 6 7 L F 4. 8 8 L F 2 LF OWNER'SCLOSET 28 LF WIC WIC BATH 4 CENTER ON WINDOW BELOW OPEN TO ABOVE OPEN TO ABOVE CENTER ON WINDOWS BELOW LINENLINEN 2040 SH 2020 FX 3050SH 30 5 0 S H 30 5 0 S H 2050SH 2050SH TEMP. GL.4050SL 4050SL TEMP. GL.4050SL 2050SH 2050SH 3050SH 2020 FX 2046 SH 2868 24 6 8 266 8 2468 2468 2468 2868 26 6 8 2468 24 6 8 2468 2468 OWNER'SCLOSET 28 LF COFFEECOFFEE 2020 FX CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW 2020 FX CENTER ON WINDOW BELOW 2020 FX CENTER ON WINDOW BELOW 4050SL 20 2 0 F X CE N T E R O N WI N D O W B E L O W LO W L I N E N LO W L I N E N 30 5 0 S H 30 5 0 S H 66 5 0 F X 2040 SH2040 SH 2046 SH 2046 SH CENTER ON WINDOWS BELOW FLOOR BELOW FLOOR BELOW FLOOR BELOW 16'-0"16'-6"x Owner's Bed 11'-0"11'-0"x Bed 4 12'-0"11'-0"x Bed 4 16'-0"16'-6"x Owner's Bed 66 5 0 F X FEET24812 Plan 3 - B (R)Plan 3 - B 938 SQ. FT. 2,767 SQ. FT. THIRD FLOOR TOTAL N19 - VENICE A19.37 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 105 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.38 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. B - ELEVATIONS: BUILDING MATERIALS: SCHEME 4 ROOF: CONCRETE TILE ROOF FASCIA-GUTTER TYPICAL BODY STUCCO SIDING #1 HORIZONTAL LAP SIDING SIDING #2 VERTICAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL WITH LIGHT FIXTURE RAILING METAL CANOPY METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1 5 11 3 4 7 11 5 2 6 6 7 4 6’ WOOD FENCE 6’ WOOD FENCE 5.1.d Packet Pg. 106 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.39 N19 VENICE MAY 8, 2018 STANDARD PANEL GARAGE DOOR SPECIFICATION STANDARD PANEL GARAGE DOOR SPECIFICATION 9 3 6 5 10 10 2 11 3 4 6 1 11 4 2 1 10 10 6 6’ WOOD FENCE 6’ WOOD FENCE 5.1.d Packet Pg. 107 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) UP 17R PDR. PAN UP 17R PAN KITCHEN 24.5 LF CAB. REF. D/WD/S OVEN REF. D/W D/S OVEN COATS /STOR. COATS /STOR. FOYERFOYER A/C FL O O R A B V . TRASHTRASH OPEN TO ABOVE OPEN TO ABOVEKITCHEN 24.5 LF CAB. 2468 20 4 0 S H 30 8 0 S C 30 8 0 S C 24 6 8 2468 2868SC 2468 246 8 2868SC 8080 TEMP. GL. SLIDER8080 TEMP. GL. SLIDER 3050SH3050SH 3050SH3050SH3050SH3050SH 20 4 0 S H 2040FX 2040FX 16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm.21'-8"22'-4"x 2-Car Garage 21'-8"22'-4"x 2-Car Garage16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm. 5'-6"12'-4"x Patio 5'-6"12'-4"x Patio TRASH STOR. 216 CU. FT. STOR. 216 CU. FT. TRASHTRASH TRASH W/H OPTIONAL E/V CHARGE GAS ELEC. GAS ELEC. OPTIONAL E/V CHARGE W/H A/C 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R FLOOR ABV. FLOOR ABV. FLOOR ABV.FLOOR ABV. FL O O R A B V . PDR. PORCHPORCH 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 30 5 0 S H 30 5 0 S H WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T WO O D F E N C E @ 6 ' H E I G H T FEET24812 Plan 3 - C (R)Plan 3 - C 816 SQ. FT. 2,767 SQ. FT. FIRST FLOOR TOTAL N19 - VENICE A19.40 N19 VENICE MAY 8, 2018 5.1.d Packet Pg. 108 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 3.8 LF 3. 8 L F 3.8 LF 3. 8 L F 17R 17R CENTER ON DOOR BELOW CENTER ON DOOR BELOW CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW FLOOR BELOW FLOOR BELOW FL O O R B E L O W FLOOR BELOW FLOOR BELOW FL O O R B E L O W OPEN TO ABOVE OPEN TO ABOVE LINEN LI N E N LI N E N LINEN CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE 2620 FX2620 SH2040 SH2040 SHTEMP. GL. 30 5 0 S H 16 1 6 F X 2050SH 3050SH 3050SH 3050SH 3050SH 3050SH 2668 2468 2468 26 6 8 2468 24 6 8 28 6 8 28 6 8 24 6 8 2468 2668 26 6 8 2468 2468 2620 FX 2620 FX 2040 SH 2040 SHTEMP. GL. 30 5 0 S H 2050SH3050SH3050SH 3050SH 3050SH 3050SH CENTER ON WINDOW ABOVE 2620 FX CENTER ON WINDOW ABOVE 2620 SH 20 2 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . 17R 17R 3050SH 3050SH CENTER ON WINDOW ABOVE 16 1 6 F X 16 1 6 F X 16 1 6 F X 16 1 6 F X 16 1 6 F X FL O O R A B O V E FL O O R A B O V E 12'-2"12'-0"x Bed 2 15'-11"11'-4"x Bed 3 12'-2"12'-0"x Bed 2 15'-11"11'-4"x Bed 3 SERVICE BATH 3 SERVICE BATH 3 WIC WIC WIC WIC Loft /Loft / 11'-10"16'-0"x Opt. Bed. 5 11'-10"16'-0"x Opt. Bed. 5 UP DN UP DN FEET24812 Plan 3 - C (R)Plan 3 - C 1013 SQ. FT. 2,767 SQ. FT. SECOND FLOOR TOTAL N19 - VENICE A19.41 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 109 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 3.55 LF 4. 6 7 L F 4. 8 8 L F 2 LF 17R17R OWNER'SCLOSET 28 LF CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW OPEN TO ABOVE OPEN TO ABOVE CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW LINENLINEN 2640 FX2640 FX2020 FX 2020 FX 30 5 0 S H 30 5 0 S H 2040SH 2040SH TEMP. GL.4050SL 4050SL TEMP. GL.4050SL 2040SH 2040SH 2020 FX 2640 FX 2640 FX 2868 24 6 8 266 8 2468 2468 2468 2868 26 6 8 2468 24 6 8 2468 2468 OWNER'SCLOSET 28 LF COFFEECOFFEE 2020 FX CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW CENTER ON WINDOW BELOW 2640 FX CENTER ON WINDOW BELOW 2640 FX 2020 FX CENTER ON WINDOW BELOW 2020 FX CENTER ON WINDOW BELOW 4050SL 20 2 0 F X CE N T E R O N WI N D O W B E L O W 20 2 0 F X CE N T E R O N WI N D O W B E L O W 60 5 0 F X LO W L I N E N LO W L I N E N 30 5 0 S H 30 5 0 S H 60 5 0 F X 16'-0"16'-6"x Owner's Bed OWNER'SBATH11'-0"11'-0"x Bed 4 OWNER'SBATH BATH 4 WIC WIC BATH 4 12'-0"11'-0"x Bed 4 16'-0"16'-6"x Owner's Bed FLOOR BELOW FLOOR BELOW FLOOR BELOW FLOOR BELOW FEET24812 Plan 3 - C (R)Plan 3 - C 939 SQ. FT. 2,767 SQ. FT. THIRD FLOOR TOTAL N19 - VENICE A19.42 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 110 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.43 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. C - ELEVATIONS: BUILDING MATERIALS: SCHEME 6 ROOF CONCRETE TILE ROOF/ FASCIA-GUTTER TYPICAL ROOF METAL ROOF BODY #1 STUCCO BODY #2 STUCCO ACCENT COLOR BODY #3 STUCCO ACCENT COLOR SIDING VERTICAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM #1 SECONDARY DOORS, TRIM #1 TRIM #2 SECONDARY DOORS & GARAGE DOOR #2, TRIM #2 FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL & COACH LIGHT VENEER MANUFACTURED STONE VENEER/ CONCRETE MASONRY UNIT, OR EQUAL April 10, 2018 1 14 7 3 9 5 11 4 3 10 6 9 11 2 5 6’ WOOD FENCE 6’ WOOD FENCE 5.1.d Packet Pg. 111 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.44 N19 VENICE MAY 8, 2018 STANDARD GARAGE DOOR SPECIFICATION ENHANCED GARAGE DOOR SPECIFICATION Note: Artist’s conception; colors, materials and application may vary. 11 3 7 7 9 13 3 5 3 6 11 1 11 2 4 1 13 13 8 2 6 14 6 5 4 3 2 5 6’ WOOD FENCE 6’ WOOD FENCE 5.1.d Packet Pg. 112 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 3050SH3050SH 30 SC 80 FX3050FX3050 TEMP. GL.2070 FX FXTEMP. GL.2020 BATH 2 FOYER Bed. 4 / PORCH COATS/STOR. STORAGE 202.5 CU. FT. 21'-5"22'-4"x 2-Car Garage 11'-6"11'-4"x Opt. Study W/H TRASH TRASH TRASH ELEC. OPTIONAL E/V CHARGE A/C GAS 50 6 8 B I - P A S S 30 5 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . 20 2 0 F X TE M P . G L . UP 17R FLOOR ABV. 266 8 2468 2468 2868SC 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R FEET24812 Plan 2 - C 459 SQ. FT. 2,312 SQ. FT. FIRST FLOOR TOTAL N19 - VENICE A19.45 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 113 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 2468 3076FR. DOOR 30 50 SH 2868 2468 3 0SH 3050SH3050SH 3050SH3050SH 3050SH3050SH 30 50 SH 3050SH FX TE M P . G L . 20 50 FX TE M P . G L . 20 50 26 46 SH 2030SH 2030SH FXTEMP. GL.2050 17R 17R SERVICE KITCHEN 26 LF CAB. PAN.PDR. 12'-0"16'-0"x Dining Rm. 13'-0"6'-6"x Balcony 15'-4"21'-0"x Family Room DN UP FLOOR ABV. RE F . D/WD/S OVEN FEET24812 Plan 2 - C 927 SQ. FT. 2,312 SQ. FT. SECOND FLOOR TOTAL N19 - VENICE A19.46 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 114 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) 2868 24 68 24 68 26 68 BI-PASS5068 FX 20 50 FX 20 20 24 68 26 68 BI-PASS5068 TE M P . G L . 20 50 SH TEMP. GL.3050SH FX 20 50 24 68 4. 3 3 L F 4.5 LF FX 20 20 3050SH3050SH3050SH3050SH 30 50 SH 3050SH3050SH 2030SH TEMP. GL.2030SH FXTEMP. GL.2050 FX2050 FX2050 17R HERS 14 LF LOW LINEN HIS 9 LF 12'-10"10'-6"x Bed 215'-6"15'-0"x Owner's Bed 10'-7"10'-10"x Opt. LoftBed. 3 / BATH 3 OWNER'S BATH FEET24812 Plan 2 - C 926 SQ. FT. 2,312 SQ. FT. THIRD FLOOR TOTAL N19 - VENICE A19.47 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 115 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) C - ELEVATIONS: BUILDING MATERIALS: SCHEME 5 ROOF CONCRETE TILE ROOF / FASCIA-GUTTER TYPICAL ROOF METAL ROOF BODY STUCCO # 1 STUCCO #2 (STUCCO ACCENT COLOR) SIDING #1 FIBER CEMENT VERTICAL SIDING SIDING #2 FIBER CEMENT HORIZONTAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL Note: Artist’s conception; colors, materials and application may vary. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. N19 - VENICE A19.48 N19 VENICE MAY 8, 2018 April 10, 2018 1 3 6 11 5 9 13 7 8 10 10 2 5.1.d Packet Pg. 116 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) C - ELEVATIONS: BUILDING MATERIALS: SCHEME 5 ROOF CONCRETE TILE ROOF/ FASCIA-GUTTER TYPICAL ROOF METAL ROOF BODY STUCCO # 1 STUCCO #2 (STUCCO ACCENT COLOR) SIDING #1 FIBER CEMENT VERTICAL SIDING SIDING #2 FIBER CEMENT HORIZONTAL SIDING WINDOWS VINYL WINDOWS, FACTORY FINISH TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER: MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. N19 - VENICE A19.49 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. April 10, 2018 1 10 10 5 8 12 2 8 5 8 12 7 13 2 11 6 3 2 5.1.d Packet Pg. 117 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) UP 17R PORCH PAN PDR. KITCHEN 24.5 LF CAB. REF. D/WD/S OVEN GAS ELEC. W/H TRASH COATS /STOR. FOYER 5'-6"12'-4"x Patio STOR. 216 CU. FT. A/C FL O O R A B V . FLOOR ABV. FLOOR ABV. OPTIONAL E/V CHARGE TRASHTRASH OPEN TO ABOVE 8080 TEMP. GL. SLIDER 16 ' - 0 " x 7 ' - 0 " S E C T . G A R . D O O R 20 4 0 S H 30 8 0 S C 2468 246 8 2468 2868SC 3050SH 3050SH 3050SH 2040FX 21'-8"22'-4"x 2-Car Garage16'-4"16'-0"x Family Room 12'-6"13'-0"x Dining Rm. 30 5 0 S H 30 5 0 S H 30 5 0 S H 26 2 6 F X 26 2 6 F X WO O D F E N C E @ 6 ' H E I G H T FEET24812 816 SQ. FT. 2,767 SQ. FT. FIRST FLOOR TOTAL Plan 3 - A (R) N19 - VENICE A19.50 N19 VENICE MAY 8, 2018 April 10, 2018 April 10, 2018 5.1.d Packet Pg. 118 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) SERVICE BATH 3 UP 17R DN 17R CENTER ON DOOR BELOW CENTER ON WINDOW BELOW WIC WIC FLOOR BELOW FLOOR BELOW FL O O R B E L O W 11'-10"16'-0"x Opt. Bed. 5 Loft / 12'-2"12'-0"x Bed 2 16'-0"11'-4"x Bed 3 OPEN TO ABOVE LI N E N LINEN CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE CENTER ON WINDOW ABOVE 28 6 8 24 6 8 2468 2668 26 6 8 2468 2468 2620 FX 2620FX 2040SH 2040SHTEMP. GL. 30 5 0 S H 30 5 0 S H 2050SH3050SH3050SH 3050SH 3050SH 3050SH CENTER ON WINDOW ABOVE 2620FX 20 2 0 F X TE M P . G L . FL O O R A B O V E 60 2 0 F X 26 2 6 F X 26 2 6 F X FEET24812 Plan 3 - A (R) 1013 SQ. FT. 2,767 SQ. FT. SECOND FLOOR TOTAL N19 - VENICE A19.51 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 119 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) OWNER'SBATH DN 17R WIC BATH 4 CENTER ON WINDOW BELOW OPEN TO ABOVE CENTER ON WINDOW BELOW LINEN TEMP. GL.4050SL 2040SH 2040SH 3050SH 2640 FX 2640 FX 2868 26 6 8 2468 24 6 8 2468 2468 OWNER'SCLOSET 28 LF COFFEE CENTER ON WINDOW BELOW 2640 FX 2020 FX CENTER ON WINDOW BELOW 2020 FX CENTER ON WINDOW BELOW 4050SL 20 2 0 F X CE N T E R O N WI N D O W B E L O W LO W L I N E N 30 5 0 S H 30 5 0 S H 30 5 0 S H 30 5 0 S H 12'-0"11'-0"x Bed 4 16'-0"16'-6"x Owner's Bed FLOOR BELOW FLOOR BELOW 60 2 0 F X 26 4 0 F X 26 4 0 F X FEET24812 Plan 3 - A (R) 938 SQ. FT. 2,767 SQ. FT. THIRD FLOOR TOTAL N19 - VENICE A19.52 N19 VENICE MAY 8, 2018 April 10, 2018 5.1.d Packet Pg. 120 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.53 N19 VENICE MAY 8, 2018 Note: Artist’s conception; colors, materials and application may vary. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. X - ELEVATIONS: BUILDING MATERIALS: SCHEME 2 ROOF CONCRETE TILE ROOF / FASCIA-GUTTER TYPICAL BODY #1 STUCCO BODY #2 STUCCO ACCENT COLOR SIDING #1 HORIZONTAL LAP SIDING / FASCIA-GUTTER SIDING #2 VERTICAL SIDING / SECONDARY DOORS/ UNIT DOOR WINDOWS VINYL WINDOWS, FACTORY FINISH (TYPICAL WHITE VINYL) TRIM STUCCO TRIM & 2X6 STUCCO FOAM TRIM FRONT DOOR PAINT GRADE WITH ADDRESS PANEL CANOPY METAL RAILING METAL GARAGE DOOR PER ELEVATION STYLE WITH ADDRESS PANEL AND COACH LIGHTS VENEER MANUFACTURED STONE VENEER OR CONCRETE MASONRY UNIT, OR EQUAL April 10, 2018 1 4 8 3 6 7 9 2 12 4 7 5.1.d Packet Pg. 121 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 - VENICE A19.54 N19 VENICE MAY 8, 2018 ENHANCED GARAGE DOOR SPECIFICATION Note: Artist’s conception; colors, materials and application may vary. April 10, 2018 3 4 12 6 2 4 12 9 2 1 11 11 12 9 1 6 4 4 2 3 7 7 5.1.d Packet Pg. 122 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) LEFT - FRONT VIEW REAR - LEFT VIEW N19 VENICE N19 - VENICE A19.55 MAY 8, 2018 BUILDING 100A TYPICAL ISOMETRIC VIEWS VINYL WINDOWS FIBER CEMENT HORIZONTAL LAP SIDING STUCCO WITH SCREED LINES RAILING (METAL OR WOOD) CANOPY METAL AWNING ADDRESS PANEL AND COACH LIGHTS LIGHT FIXTURE GARAGE DOOR MANUFACTURED STONE VENEER CLIFFSTONE OR CONCRETE MASONRY UNIT, OR EQUAL 6’ WOOD FENCE 5.1.d Packet Pg. 123 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BUILDING 100A - FRONT RIGHT VIEW COLOR SCHEME #1 RIGHT - REAR VIEW N19 VENICE N19 - VENICE A19.56 MAY 8, 2018 BUILDING 100A TYPICAL ISOMETRIC VIEWS ENHANCED STUCCO EYE BROW DETAIL ADDED 6’ WOOD FENCE VINYL WINDOWS FIBER CEMENT HORIZONTAL LAP SIDING STUCCO WITH SCREED LINES RAILING (METAL OR WOOD) CANOPY METAL AWNING ADDRESS PANEL AND COACH LIGHTS MANUFACTURED STONE VENEER CLIFFSTONE OR CONCRETE MASONRY UNIT, OR EQUAL COVERED ENTRY PORCH FIBERGLASS ENTRY DOOR - ACCENT COLOR; CEILING LIGHT FIXTURE PROVIDED WITH ADDRESS PANEL 5.1.d Packet Pg. 124 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 VENICE N19 - VENICE A19.57 MAY 8, 2018 BUILDING 200 A - FRONT LEFT VIEW COLOR SCHEME #1 BUILDING 200A TYPICAL ISOMETRIC VIEWS VINYL WINDOWS FIBER CEMENT HORIZONTAL LAP SIDING STUCCO WITH SCREED LINES CANOPY METAL AWNING FRONT DOOR MANUFACTURED STONE VENEER CLIFFSTONE OR CONCRETE MASONRY UNIT, OR EQUAL ADDRESS PANEL AND COACH LIGHTS LIGHT FIXTURE GARAGE DOOR FIBER CEMENT VERTICAL LAP SIDING Private Yard Private Yard Private Yard Private Yard ENHANCED STUCCO BROW DETAIL ADDED RELOCATED LIGHT AND ADDRESS PANELPRIVATE YARD FOR BUILDING 100B ENHANCED STUCCO BAND DETAIL ADDED ENHANCED STUCCO BROW DETAIL ADDED ENHANCED STUCCO BAND DETAIL ADDED PRIVACY 6’ WOOD FENCE 5.1.d Packet Pg. 125 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) N19 VENICE N19 - VENICE A19.58 MAY 8, 2018 BUILDING 200A TYPICAL ISOMETRIC VIEWS VINYL WINDOWS FIBER CEMENT HORIZONTAL LAP SIDING STUCCO WITH SCREED LINES MANUFACTURED STONE VENEER CLIFFSTONE OR CONCRETE MASONRY UNIT, OR EQUAL LIGHT FIXTURE BUILDING 200 A - REAR SIDE VIEW 5.1.d Packet Pg. 126 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) REVISIONS: REVISION NO.DATE DESCRIPTION 1 3/20/17 Siding color revisions to schemes 4 and 5. 2 7/6/17 Stucco color #3 added to ‘C’ elevation schemes per city comment. 3 10/20/17 Miscellaneous callouts and additions per city comment and client request. Stone crossovers. November 8, 2016 Project #2015459 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 CALATLANTIC HOMES N-19 VENICE Dublin, California SCHEME 2 of 6 ‘A’ Elevations Only MATERIAL COLOR MANUFACTURER ROOFING: Concrete 3Flat Tile 4511 FLINTRIDGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)3WHITE (or equal)PLY GEM (or equal) MANUFACTURED STONE (Dry Stack Joints)3GREENTEA - Craft Split Modular 2 1/2 pieces (or equal) 3CREATIVE MINES (or equal) CONCRETE BLOCK VENEER (Standard Raked Joints)225 SHOTBLAST 3(or equal)BASALITE 3(or equal) MORTAR @ BLOCK MATCH MORTAR TO BLOCK TBD BODY COLOR #1 (applied to): Stucco #1 Stucco Trim SW 7546 PRAIRIE GRASS SHERWIN WILLIAMS BODY COLOR #2 (applied to): Stucco #2 Garage Door #1 SW 9164 ILLUSIVE GREEN SHERWIN WILLIAMS SIDING COLOR #1 (applied to): Corner Boards Fascia Horizontal Lap Siding SW 7046 ANONYMOUS SHERWIN WILLIAMS SIDING COLOR #2 (applied to): Corner Boards Secondary Doors Vertical Siding Unit Doors SW 7698 STRAW HARVEST SHERWIN WILLIAMS 3SIDING COLOR #3 (applied to): Horizontal Lap Siding SW 7546 PRAIRIE GRASS SHERWIN WILLIAMS TRIM COLOR (applied to): Garage Door #2 Trim SW 7047 PORPOISE SHERWIN WILLIAMS METAL CANOPY & METAL RAILING SW 7020 BLACK FOX SHERWIN WILLIAMS 3ENHANCED GARAGE DOOR (Factory Finish)BRONZE CLOPAY NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer William Hezmalhalch Architects, Inc. © 2016 SCHEME 2 of 6 ‘A’ Elevations Only Project #2015459 CALATLANTIC HOMES N-19 VENICE Dublin, California EXTERIOR COLOR & MATERIALS 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 October 20, 2017 ROOFING MANUFACTURED STONE CONCRETE BLOCK VENEER BODY COLOR #1 Stucco #1 Stucco Trim BODY COLOR #2 Stucco #2 Garage Door #1 SIDING COLOR #1 Fascia Horizontal Lap Siding SIDING COLOR #2 Vertical Siding Unit Doors SIDING COLOR #3 Horizontal Lap Siding TRIM COLOR Garage Door #2 Trim METAL CANOPY & RAILING William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 3/20/17 Siding color revisions to schemes 4 and 5. 2 7/6/17 Stucco color #3 added to ‘C’ elevation schemes per city comment. 3 10/20/17 Miscellaneous callouts and additions per city comment and client request. Stone crossovers. November 8, 2016 Project #2015459 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 CALATLANTIC HOMES N-19 VENICE Dublin, California SCHEME 1 of 6 ‘A’ Elevations Only MATERIAL COLOR MANUFACTURER ROOFING: Concrete 3Flat Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)3WHITE (or equal)PLY GEM (or equal) MANUFACTURED STONE (Dry Stack Joints)3TWINE - Craft Split Modular 2 1/2 pieces (or equal) 3CREATIVE MINES (or equal) CONCRETE BLOCK VENEER (Standard Raked Joints)320 SHOTBLAST 3(or equal)BASALITE 3(or equal) MORTAR @ BLOCK MATCH MORTAR TO BLOCK TBD BODY COLOR #1 (applied to): Stucco #1 Stucco Trim SW 7101 FUTON SHERWIN WILLIAMS BODY COLOR #2 (applied to): Stucco #2 Garage Door #1 SW 7051 ANALYTICAL GRAY SHERWIN WILLIAMS SIDING COLOR #1 (applied to): Corner Boards Fascia Horizontal Lap Siding SW 7680 LANYARD SHERWIN WILLIAMS SIDING COLOR #2 (applied to): Corner Boards Garage Door #2 Vertical Siding Secondary Doors SW 0038 LIBRARY PEWTER SHERWIN WILLIAMS 3SIDING COLOR #3 (applied to): Horizontal Lap Siding SW 7101 FUTON SHERWIN WILLIAMS ACCENT COLOR (applied to): Unit Doors SW 2837 AURORA BROWN SHERWIN WILLIAMS METAL CANOPY & METAL RAILING SW 7020 BLACK FOX SHERWIN WILLIAMS 3ENHANCED GARAGE DOOR (Factory Finish)SANDTONE CLOPAY NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer William Hezmalhalch Architects, Inc. © 2016 SCHEME 1 of 6 ‘A’ Elevations Only Project #2015459 CALATLANTIC HOMES N-19 VENICE Dublin, California EXTERIOR COLOR & MATERIALS 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 October 20, 2017 ROOFING MANUFACTURED STONE CONCRETE BLOCK VENEER BODY COLOR #1 Stucco #1 Stucco Trim BODY COLOR #2 Stucco #2 Garage Door #1 SIDING COLOR #1 Fascia Horizontal Siding SIDING COLOR #2 Vertical Siding Garage Door #2 SIDING COLOR #3 Horizontal Lap Siding ACCENT COLOR Unit Doors METAL CANOPY & RAILING William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 3/20/17 Siding color revisions to schemes 4 and 5. 2 7/6/17 Stucco color #3 added to ‘C’ elevation schemes per city comment. 3 10/20/17 Miscellaneous callouts and additions per city comment and client request. Stone crossovers. CALATLANTIC HOMES N-19 VENICE Dublin, California November 8, 2016 Project #2015459 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 3 of 6 ‘B’ Elevations Only EXTERIOR COLOR & MATERIALS MATERIAL COLOR MANUFACTURER ROOFING: Concrete 3Flat Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)3WHITE (or equal)PLY GEM (or equal) MANUFACTURED STONE (Dry Stack Joints)3BLACK TRUFFLE - Craft Split Modular 2 1/2 pieces (or equal)CREATIVE MINES (or equal) CONCRETE BLOCK VENEER (Standard Raked Joints)390 SHOTBLAST 3(or equal)BASALITE 3(or equal) MORTAR @ BLOCK MATCH MORTAR TO BLOCK TBD STUCCO COLOR SW 7647 CRUSHED ICE SHERWIN WILLIAMS SIDING COLOR #1(applied to): Corner Boards Horizontal Lap Siding Trim #1 SW 6062 RUGGED BROWN SHERWIN WILLIAMS SIDING COLOR #2(applied to): Corner Boards Trim #2 Fascia Vertical Siding Metal Canopy SW 7663 MONORAIL SILVER SHERWIN WILLIAMS TRIM COLOR #1 (applied to): Garage Door #1 Trim #3 SW 9149 INKY BLUE SHERWIN WILLIAMS TRIM COLOR #2 (applied to): Garage Door #2 Secondary Doors SW 7026 GRIFFIN SHERWIN WILLIAMS ACCENT COLOR (applied to): Unit Doors Railing SW 7020 BLACK FOX SHERWIN WILLIAMS 3ENHANCED GARAGE DOOR (Factory Finish)BRONZE CLOPAY NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer William Hezmalhalch Architects, Inc. © 2016 Project #2015459 CALATLANTIC HOMES N-19 VENICE Dublin, California EXTERIOR COLOR & MATERIALS 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 October 20, 2017 SCHEME 3 of 6 ‘B’ Elevations Only ROOFING MANUFACTURED STONE CONCRETE BLOCK VENEER STUCCO COLOR SIDING COLOR #1 Horizontal Lap Siding Trim #1 SIDING COLOR #2 Fascia Metal Canopy Trim #2 Vertical Siding TRIM COLOR #1 Garage Door #1 Trim #3 TRIM COLOR #2 Garage Door #2 ACCENT COLOR Unit Doors Railing William Hezmalhalch Architects, Inc. © 2017 N19 VENICE N19 - VENICE A19.59 MAY 8, 2018 COLOR & MATERIALS SCHEMES 1-3 April 10, 2018 5.1.d Packet Pg. 127 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) REVISIONS: REVISION NO.DATE DESCRIPTION 1 3/20/17 Siding color revisions to schemes 4 and 5. 2 7/6/17 Stucco color #3 added to ‘C’ elevation schemes per city comment. 3 10/20/17 Miscellaneous callouts and additions per city comment and client request. Stone crossovers. EXTERIOR COLOR & MATERIALS CALATLANTIC HOMES N-19 VENICE Dublin, California November 8, 2016 Project #2015459 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 5 of 6 ‘C’ Elevations Only MATERIAL COLOR MANUFACTURER ROOFING: Concrete 3Flat Tile 4697 SLATE RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)3WHITE (or equal)PLY GEM (or equal) MANUFACTURED STONE (Dry Stack Joints)3GREY PEARL- Craft Split Modular 2 1/2 pieces (or equal)3CREATIVE MINES (or equal) STUCCO COLOR #1 SW 7626 ZURICH WHITE SHERWIN WILLIAMS STUCCO COLOR #2 (applied to): Horizontal Siding Stucco #2 SW 7644 GATEWAY GRAY SHERWIN WILLIAMS 2 STUCCO COLOR #3 SW 9172 STUDIO CLAY SHERWIN WILLIAMS SIDING COLOR (applied to): Corner Boards Fascia Vertical Siding 1SW 9163 TIN LIZZIE SHERWIN WILLIAMS TRIM COLOR (applied to): Garage Doors Metal Canopy Secondary Doors Trim SW 6118 LEATHER BOUND SHERWIN WILLIAMS ACCENT COLOR (applied to): Unit Doors SW 7699 RUSTIC CITY SHERWIN WILLIAMS METAL ROOF & METAL RAILING SW 7673 PEWTER CAST SHERWIN WILLIAMS 3ENHANCED GARAGE DOOR (Factory Finish)BRONZE CLOPAY NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer William Hezmalhalch Architects, Inc. © 2016 Project #2015459 CALATLANTIC HOMES N-19 VENICE Dublin, California EXTERIOR COLOR & MATERIALS 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 October 20, 2017 SCHEME 5 of 6 ‘C’ Elevations Only ROOFING METAL ROOF Metal Railing MANUFACTURED STONE STUCCO COLOR #1 STUCCO COLOR #2 Horizontal Siding Stucco #2 STUCCO COLOR #3 SIDING COLOR Vertical Siding Fascia TRIM COLOR Garage Doors Metal Canopy Trim ACCENT COLOR Unit Doors William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 3/20/17 Siding color revisions to schemes 4 and 5. 2 7/6/17 Stucco color #3 added to ‘C’ elevation schemes per city comment. 3 10/20/17 Miscellaneous callouts and additions per city comment and client request. Stone crossovers. CALATLANTIC HOMES N-19 VENICE Dublin, California November 8, 2016 Project #2015459 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 ‘B’ Elevations Only MATERIAL COLOR MANUFACTURER ROOFING: Concrete 3Flat Tile 4697 SLATE RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)3WHITE (or equal)PLY GEM (or equal) MANUFACTURED STONE (Dry Stack Joints)3BLACK TRUFFLE - Craft Split Modular 2 1/2 pieces (or equal)3CREATIVE MINES (or equal) CONCRETE BLOCK VENEER (Standard Raked Joints)390 SHOTBLAST 3(or equal)BASALITE 3(or equal) MORTAR @ BLOCK MATCH MORTAR TO BLOCK TBD BODY COLOR (applied to): Stucco Trim #1 SW 7555 PATIENCE SHERWIN WILLIAMS SIDING COLOR #1(applied to): Corner Boards Garage Door #2 Horizontal Lap Siding 1SW 6200 LINK GRAY SHERWIN WILLIAMS SIDING COLOR #2(applied to): Corner Boards Trim #2 Fascia Vertical Siding Metal Canopy SW 7017 DORIAN GRAY SHERWIN WILLIAMS TRIM COLOR (applied to): Garage Door #1 Trim #3 SW 0024 CURIO GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Unit Doors Secondary Doors SW 7703 EARTHEN JUG SHERWIN WILLIAMS METAL RAILINGS SW 7020 BLACK FOX SHERWIN WILLIAMS 3ENHANCED GARAGE DOOR (Factory Finish)BRONZE CLOPAY NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer William Hezmalhalch Architects, Inc. © 2016 Project #2015459 CALATLANTIC HOMES N-19 VENICE Dublin, California EXTERIOR COLOR & MATERIALS 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 October 20, 2017 SCHEME 4 of 6 ‘B’ Elevations Only ROOFING MANUFACTURED STONE CONCRETE BLOCK VENEER BODY COLOR Stucco Trim #1 SIDING COLOR #1 Horizontal Lap Siding Garage Door #2 SIDING COLOR #2 Fascia Metal Canopy Trim #2 Vertical Siding TRIM COLOR Garage Door #1 Trim #3 ACCENT COLOR Unit Doors METAL RAILINGS William Hezmalhalch Architects, Inc. © 2017 REVISIONS: REVISION NO.DATE DESCRIPTION 1 3/20/17 Siding color revisions to schemes 4 and 5. 2 7/6/17 Stucco color #3 added to ‘C’ elevation schemes per city comment. 3 10/20/17 Miscellaneous callouts and additions per city comment and client request. Stone crossovers. EXTERIOR COLOR & MATERIALS CALATLANTIC HOMES N-19 VENICE Dublin, California November 8, 2016 Project #2015459 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 6 of 6 ‘C’ Elevations Only MATERIAL COLOR MANUFACTURER ROOFING: Concrete 3Flat Tile 4689 BROWN RANGE (CRRC Cool Roof Rated Product)EAGLE VINYL WINDOWS (Factory Finish)3WHITE (or equal)PLY GEM (or equal) MANUFACTURED STONE (Dry Stack Joints)3TORTOISESHELL- Craft Split Modular 2 1/2 pieces (or equal)3CREATIVE MINES (or equal) STUCCO COLOR #1 SW 7050 USEFUL GRAY SHERWIN WILLIAMS STUCCO COLOR #2 (applied to): Horizontal Siding Stucco #2 SW 9171 FELTED WOOL SHERWIN WILLIAMS 2 STUCCO COLOR #3 3SW 7019 GAUNTLET GRAY SHERWIN WILLIAMS SIDING COLOR (applied to): Corner Boards Garage Door #1 Vertical Siding Window Trim SW 7710 BRANDYWINE SHERWIN WILLIAMS TRIM COLOR #1 (applied to): Fascia Secondary Doors Trim #1 SW 7034 STATUS BRONZE SHERWIN WILLIAMS TRIM COLOR #2 (applied to): Garage Door #2 Metal Canopy Metal Railing Metal Roof Trim #2 SW 7068 GRIZZLE GRAY SHERWIN WILLIAMS ACCENT COLOR (applied to): Unit Doors SW 6489 REALLY TEAL SHERWIN WILLIAMS 3ENHANCED GARAGE DOOR (Factory Finish)CHOCOLATE CLOPAY NOTE: Notify WHA if any variation occurs between these schemes and the construction documents prior to purchase. Contact Karen Moyer William Hezmalhalch Architects, Inc. © 2016 Project #2015459 CALATLANTIC HOMES N-19 VENICE Dublin, California EXTERIOR COLOR & MATERIALS 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 October 20, 2017 SCHEME 6 of 6 ‘C’ Elevations Only ROOFING MANUFACTURED STONE STUCCO COLOR #1 STUCCO COLOR #2 Horizontal Siding Stucco #2 STUCCO COLOR #3 SIDING COLOR Garage Door #1 Vertical Siding Window Trim TRIM COLOR #1 Fascia Trim #1 TRIM COLOR #2 Garage Door #2 Metal Canopy Metal Railing Metal Roof Trim #2 ACCENT COLOR Unit Doors William Hezmalhalch Architects, Inc. © 2017 N19 VENICE N19 - VENICE A19.60 MAY 8, 2018 COLOR & MATERIALS SCHEMES 4-6 April 10, 2018 5.1.d Packet Pg. 128 At t a c h m e n t : 3 B . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 1 9 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California PARC NH20 OVERALL L2.1 0’250’400’1000’ SITE PLAN NEIGHBORHOOD 20 5.1.e Packet Pg. 129 At t a c h m e n t : 3 C . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 0 ( B o u l e v a r d ) HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 5665 70 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 55 62 64 71 24 2215 1364 58 75 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 2819 10 73 68 59 50 C D E B A H I J STRE E T C O N T I N U E S THROUGH TO N 2 1 - 2 2 - 2 3 F O R ULTIMA T E C O N D I T I O N . 500' RADIUS V I S U A L INTRUSION B U F F E R 22 2 2 22 2 2 22 2 2 2 2 2 2 2 2 2 2 222222 2 2 2 2 2 2 222222 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2X 2X 2X 2X 2X 2X 2X 2X 2X 2X 2X 2X 2X 2X C. 2 . 1 SI T E P L A N NEIGHBORHOOD 20 (PHASE 4)SITE SUMMARYTOTAL ACRES:7.03± ACNH 20 UNIT COUNT:75 MOTORCOURT UNITSDENSITY:10.67 du/AC MA Y 8 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 LEGENDRESTRICTED WINDOWS ON BUILDINGELEVATIONS OVER 25'ENHANCED ELEVATION LOCATIONSTWO-STORY PLANTHREE-STORY PLANTWO-STORY PLAN WITH THREE-STORY OPTION 22X3 5. 1 . e Pa c k e t P g . 1 3 0 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) C. 2 . 2 LA N D U S E S U M M A R Y AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 5. 1 . e Pa c k e t P g . 1 3 1 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) SECTION A-A CURB &GUTTER,SEE DETAILON SHEET 0.3 C/L F/C0.5'B/CNTSSTREET E 13' TRAVEL LANE R/W5'PWAY 5'S/WCURB &GUTTER,SEE DETAILON SHEET 0.3 F/C0.5'B/C13' TRAVEL LANE R/W5'PWAY 5'S/W 26'46' PUE, PAE, DSRSD, EVAE SE C T I O N B - B CURB &GUTTER,SEE DETAILON SHEET 0.3 C / L F / C 0. 5 ' B / C NT S ST R E E T E 8' PA R K I N G R/ W5' S / W 5' PUE 38 ' 48 ' P U E , P A E , D S R S D , E V A E 11 ' TR A V E L L A N E F / C 0. 5 ' B / C 8' PA R K I N G R / W 5' S / W 5' P U E 11 ' TR A V E L L A N E CU R B & GU T T E R , SE E D E T A I L ON S H E E T 0 . 3 SE C T I O N C - C CU R B & GU T T E R , SE E D E T A I L ON S H E E T 0 . 3 C / L F / C 0. 5 ' B / C NT S ST R E E T F 8' PA R K I N G R / W 5' S / W 5' P U E 30 ' 40 ' P U E , P A E , D S R S D , E V A E 11 ' TR A V E L L A N E 11 ' TR A V E L L A N E F / C 0. 5 ' B / C R / W 5' S / W 5' P U E CU R B & GU T T E R , SE E D E T A I L ON S H E E T 0 . 3 5' PUE5' PUEC/LROLLED CURB,SEE DETAILON SHEET 0.3 FLUSH CURB,SEE DETAILON SHEET0.3 4'S/W 11'TRAVEL WAY 11'TRAVEL WAY F/CF/C22'0.5'26.5' PUE, PAE, DSRSD, EVAE0.5'B/WB/CSECTION D-DNTSCOURTS P, Q, R, S, T, U, V, W, AND X DWYAPRON(5'±)DWYAPRON(MIN)GARAGE FLR.GARAGE FLR. RO L L E D C U R B , SE E D E T A I L ON S H E E T 0 . 3 FLUSH CURB,SEE DETAILON SHEET0.3 4' S/ W 11 ' TR A V E L W A Y 11 ' TR A V E L W A Y F / C F/C 30 ' 0.5' 34 . 5 ' P U E , P A E , D S R S D , E V A E 0.5' B / W B/C DW Y AP R O N (5 ' ± ) DWYAPRON(5'±)GARAGE FLR. GA R A G E F L R . C / L 8' PAR K I N G SE C T I O N E - E NT S COUR T S P , Q , R , S , T , A N D U NT S HO R I Z O N P A R K W A Y 11 ' 5' 10 ' 6' P S E T R A V E L L A N E PW A Y S/ W 70 ' R I G H T O F W A Y PA R K W A Y W I T H T R E E S AN D S T O R M W A T E R TR E A T M E N T DE E P E N E D C U R B A N D GU T T E R A D J A C E N T T O BI O - R E T E N T I O N A R E A 12 ' 5' 8' 6' P S E PW A Y S/ W 0. 5 ' B / C 0. 5 ' B / C R / W R / W DU A L T U R N LA N E 11 ' T R A V E L L A N E C / L 6' 6' 8' P A R K I N G SI L V A C E L L S F O R ST O R M W A T E R TR E A T M E N T ST A N D A R D C U R B & GU T T E R 6'TH E M E WA L L C. 2 . 3 ST R E E T S E C T I O N S AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 5. 1 . e Pa c k e t P g . 1 3 2 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 6 2 0 0 6000 6 1 0 0 6100 6300 HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 4 58 75 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 28 19 10 73 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 56 65 70 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 55 62 6471 24 22 15 136 68 59 50 C. 2 . 4 AD D R E S S P L A N AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 5. 1 . e Pa c k e t P g . 1 3 3 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 56 6570 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 5562 6471 24 2215 1364 5875 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 2819 10 73 68 59 50 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 C. 2 . 5 LEGEND ON-STREET GUEST PARKING SPACE FIRE HYDRANT NO PARKING ZONE (AT FIRE HYDRANTS)NP IN-DRIVE GUEST PARKING SPACE PARKING SUMMARYREQUIRED PARKING:2 COVERED SPACES + 1 GUEST SPACE/UNIT:225 SPACESPROPOSED:GARAGE RESIDENTIAL SPACES:150RESIDENTIAL ON-SITE PARKING SPACES:109TOTAL PARKING SPACES:259 SPACES (3.45 SPACES/UNIT) PA R K I N G P L A N 5. 1 . e Pa c k e t P g . 1 3 4 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 4 58 75 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 28 19 10 73 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 56 6570 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 5562 6471 24 22 15 136 68 59 50 C. 2 . 6 PL A N TR A S H P I C K U P AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 NOTE: ALL STREETS ARE PRIVATE.TRASH WILL BE PICKED UP IN BINS ATTHE END OF INDIVIDUAL DRIVES.LEGENDTRASH SERVICES ROUTETRASH BIN PICKUP LOCATION FOR NEIGHBORHOOD 20 5. 1 . e Pa c k e t P g . 1 3 5 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) M PR O V I D E G A N G M A I L B O X E S F O R NE I G H B O R H O O D 2 0 HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 566570 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 55 62 6471 24 22 1513 64 58 75 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 2819 10 73 68 59 50 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 C. 2 . 7 PL A N MA I L B O X L O C A T I O N LEGENDMPRELIMINARY MAILBOX LOCATION1.) FINAL LOCATION SUBJECT TO USPS APPROVAL2.) MAILBOXES TO FACE THE SIDEWALK WITHCONCRETE PAD ALL AROUND IT 5. 1 . e Pa c k e t P g . 1 3 6 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) FH FH FH HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 4 58 75 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 28 19 10 73 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 56 65 70 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 5562 64 71 24 22 15 136 FH FH FH FH FH FH FH FH FH ST A N D A R D H A M M E R H E A D TU R N A R O U N D 68 59 50 STANDA R D H A M M E R H E A D TURNARO U N D F O R IN T E R I M CO N D I T I O N . S T R E E T CONTINU E S T H R O U G H F O R ULT I M A T E C O N D I T I O N . C. 2 . 8 FI R E A C C E S S P L A N AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 NOTE:1.PROPOSED BUILDINGS CONTAIN A 3RD STORY WITH AN EAVE HEIGHT OF LESSTHAN 30'.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 20'-22'HOSE PULL DISTANCE (200' MAX)PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTEFHFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS 5. 1 . e Pa c k e t P g . 1 3 7 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 4 5875 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 28 19 10 73 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 56 6570 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 55 62 64 71 24 22 15 136 68 59 50 25 0 ' AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 C. 2 . 9 PL A N SI G H T D I S T A N C E 6' T H E M E WA L L 5. 1 . e Pa c k e t P g . 1 3 8 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) PL A N 1X A - E N H EN H EN H EN H EN H ENH ENH ENH ** ** ** ** ** ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * X X X X X X X X X X X X X X X X X X X X X X X X * * 73 25 26 21 5 7 8 11 16 17 20 14 23 53 55 62 64 71 24 22 15 1364 58 75 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 28 19 10 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 56 6570 69 66 12 X HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 59 50 CR O S S W A L K S ( T Y P . ) A R E CO N C E P T U A L A N D W I L L B E FI N A L I Z E D I N D E S I G N 68 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 C. 2 . 1 0 OR D I N A N C E UN I V E R S A L D E S I G N UDO 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 * 5. 1 . e Pa c k e t P g . 1 3 9 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) HO R I Z O N P A R K W A Y STREET E ST R E E T F CO U R T U CO U R T T CO U R T S CO U R T R CO U R T Q CO U R T P COURT V COURT W COURT X 4 58 75 67 41 44 36 37 40 31 30 29 32 46 47 48 45 33 1 9 18 27 49 28 19 10 73 34 74 72 2 3 38 35 42 39 43 52 51 63 54 60 57 61 56 65 70 69 66 12 25 26 21 5 7 8 11 16 17 20 14 23 53 55 62 6471 24 22 15 136 68 59 50 C. 2 . 1 1 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L PA R C NE I G H B O R H O O D 2 0 0 40 80 FE E T 12 0 RE S P O N S I B I L I T Y P L A N MA I N T E N A N C E LEGENDCOURTS & DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDCANAL 2 - ZONE 7 MAINTAINED OPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL & TRASH CAPTURE FAC I L I T I E S ) PUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL & TRASH CAPTURE FAC I L I T I E S ) NOTES:1.) FRONT YARDS TO BE HOA MAINTAINED2.) PUBLIC STREET LIGHTS TO BE CITY MAINTAINED 5. 1 . e Pa c k e t P g . 1 4 0 Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California PARC HORIZON PARKWAY OVERALL L2.2 0’50’100’200’ STREET TREE PLAN NEIGHBORHOOD 20 Ulmus parvifolia Chinese Elm LEGEND 5.1.e Packet Pg. 141 At t a c h m e n t : 3 C . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 0 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California PARC OVERALL L2.3 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 20 6’ Height Good Neighbor Fence 6’ Height Theme Wall 3’ Low Veneer Wall 7’ Masonry 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 HORIZON PARKWAY 5.1.e Packet Pg. 142 At t a c h m e n t : 3 C . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 0 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California PARC NOTE: All wall locations shall be out of the site visibility triangle. Location: Neighborhood 20 at Army Property 7’-0” 7’ HT PRECAST WALL6’HT HORIZONTAL WOOD FENCE Location: Neighborhood 20 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 20 Interior Yards where Fencing is not Visible from the Street 6’ 14’-10” 6’HT THEME WALL Location: Horizon Parkway Frontage 22” Wide Columns 8” 6” 1” Reveals Column Color: Standard Grey Column Finish: Unfinished Wall Color: Davis Color Silversmoke or Kelley Moore Equal Wall Finish: Applied Texture Paint 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 Stucco Color: ZINC DUST KM4903 KELLY MOORE OVERALL L2.4 WALLS AND FENCING NEIGHBORHOOD 20 5.1.e Packet Pg. 143 At t a c h m e n t : 3 C . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 0 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California PARC OVERALL L2.5 0’20’40’80’ TYPICALS - HORIZON PARKWAYNEIGHBORHOOD 20 6’ Theme Wall 6’ Horizontal Wood Fence 6’ Good Neighbor Fence 3’ Low Veneer Wall Accent Shrubs at Unit Entry Street Trees 6’ Horizontal Wood Fence Sidewalk 6’ Good Neighbor Fence 6’ Theme Wall AC Unit, typ. Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 CO Wa t e r Se w e r CO Wa t e r Se w e r CO Wa t e r Se w e r CO Wa t e r Se w e r CO Wa t e r Se w e r CO Wa t e r Se w e r CO Wa t e r Se w e r PLAN 5B PLAN 1BPLAN 1APLAN 3CPLAN 3BPLAN 1CPLAN 1APLAN 4B PLAN 5C 3’ Low Veneer Wall 5.1.e Packet Pg. 144 At t a c h m e n t : 3 C . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 0 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California PARC OVERALL L2.6 0’8’16’32’ TYPICALS NEIGHBORHOOD 20 Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 Accent Shrubs at Unit Entry Accent Tree Evergreen Shrub at Building Water SewerCO Wa t e r Se w e r CO CO Wa t e r Se w e r CO CO Wa t e r Se w e r Wa t e r Se w e r CO CO CO CO Wa t e r Se w e r Wa t e r Se w e r Street Tree Sidewalk 6’ Good Neighbor Fence 6’ Horizontal Wood Fence AC Unit, typ. PLAN 3APLAN 2A PLAN 2A PLAN 1APLAN 1A PLAN 4A PLAN 4A PLAN 5A 5.1.e Packet Pg. 145 At t a c h m e n t : 3 C . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 0 ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 4 - 5 Dublin, California PARC OVERALL L2.7 0’8’16’32’ TYPICALS NEIGHBORHOOD 20Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 7’ Masonry Wall 6’ Horizontal Wood Fence 6’ Good Neighbor Fence Accent Shrubs at Unit Entry Street Trees Screen Trees and Shrubs at End of Alley SidewalkAccent Paving at Unit Entry Water SewerCO CO Water SewerCO CO 6’ Good Neighbor Fence 7’ Masonry Wall Accent Tree Columnar Trees AC Unit, typ. PLAN 3APLAN 3A PLAN 2APLAN 2A 5.1.e Packet Pg. 146 At t a c h m e n t : 3 C . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 0 ( B o u l e v a r d ) 5.1.e Packet Pg. 147Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 148Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 149Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 150Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 151Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 152Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 153Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 154Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 155Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 156Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 157Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 158Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 159Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 160Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 161Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 162Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 163Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 164Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 165Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 166Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 167Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 168Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 169Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 170Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 171Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 172Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 173Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 174Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 175Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 176Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 177Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 178Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 179Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 180Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 181Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 182Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 183Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 184Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 185Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 186Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 187Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 188Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 189Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 190Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 191Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 192Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 193Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 194Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 195Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 196Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 197Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) 5.1.e Packet Pg. 198Attachment: 3C. Exhibit A to Attachment 2 Project Plans - Neighborhood 20 (Boulevard) BO U L E V A R D ph a s e s 4 - 5 Dublin, California NH22 NH21 NH23 OVERALL L3.1 IVY, VINE, AVALON APRIL 10, 2018 0’250’400’1000’ SITE PLAN NEIGHBORHOOD 21, 22, 23 5.1.f Packet Pg. 199 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) PL A N 3 A PLAN 5A PLAN 5A EN H C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 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4812 17 20 24 29 32 37 33 28 21 16 1395 25 36 40 49 48 41 23 1011 30 31 3 22 38 21 NEIGHBORHOOD 23NEIGHBORHOOD 21NEIGHBORHOOD 22 NE I G H B O R H O O D 2 2 NEIGHBORHOOD 23 NEIGHBORHOOD 21 50 0 ' R A D I U S V I S U A L IN T R U S I O N B U F F E R 6714 15 18 19 26 27 34 35 44 45 ******** * * * * * * * * * * * * * *** ***** *** ********* * * * * * * * * * **** ************* C. 3 . 1 SI T E P L A N AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 NEIGHBORHOOD 21, 22, 23 (PHASE 5)SITE SUMMARYTOTAL ACRES:17.16 ± ACNH 21 UNIT COUNT:62 CLUSTER UNITSNH 22 UNIT COUNT:92 "ZIPPER" TOWNHOME UNITSNH 23 UNIT COUNT:90 "CARRIAGE" TOWHOME UNITSTOTAL UNITS:244 UNITSDENSITY:14.2 du/AC LEGENDRESTRICTED WINDOWS ON BUILDINGELEVATIONS OVER 25'ENHANCED ELEVATION LOCATIONSENHANCED GARAGE DOORS* 5. 1 . f Pa c k e t P g . 2 0 0 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) C. 3 . 2 LA N D U S E S U M M A R Y AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 5. 1 . f Pa c k e t P g . 2 0 1 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) SECTION A-A CURB &GUTTER,SEE DETAILON SHEET 0.3 C/L F/C0.5'B/CNTSSTREET G R/W4'S/W 24'32' PUE, PAE, DSRSD, EVAER/W12'TRAVEL LANE 12'TRAVEL LANE 0.5'B/C F/C4'S/W6" VERT. CURB,SEE DETAILON SHEET 0.3SECTION B-B CURB &GUTTER,SEE DETAILON SHEET 0.3 C/L F/C0.5'B/CNTSSTREETS L, M, AND H R/W4'S/W 22'30' PUE, PAE, DSRSD, EVAER/W11'TRAVEL LANE 11'TRAVEL LANE 0.5'B/C F/C4'S/W 6" V E R T . C U R B , SE E D E T A I L ON S H E E T 0 . 3 SE C T I O N C - C CU R B & GU T T E R , SE E D E T A I L ON S H E E T 0 . 3 C / L F / C 0. 5 ' B / C NT S CO U R T Z R / W 4' S/ W 20 ' 28 ' P U E , P A E , D S R S D , E V A E R / W 10 ' TR A V E L L A N E 0. 5 ' B / C F / C 4' S/ W 6" V E R T . C U R B , SE E D E T A I L ON S H E E T 0 . 3 10 ' TR A V E L L A N E SE C T I O N D - D NT S ST R E E T J CU R B & GU T T E R , SE E D E T A I L ON S H E E T 0 . 3 C / L F / C 0. 5 ' B / C R / W 4' S/ W 42 ' 52 ' P U E , P A E , D S R S D , E V A E R / W 12 ' TR A V E L L A N E 12 ' TR A V E L L A N E 0. 5 ' B / C F / C 6' S / W 6" V E R T . C U R B , SE E D E T A I L ON S H E E T 0 . 3 18 ' PA R K I N G 3' PU E 3'PUE 3'PUESECTION F - F NT S STREE T K CURB &GUTTER,SEE DETAILON SHEET 0.3 C/L F/C0.5'B/C R/W4'S/W 36'44' PUE, PAE, DS R S D , E V A E R / W 8'PARKING 10'TRAVEL LANE F / C 6" V E R T . C U R B , SE E D E T A I L ON S H E E T 0 . 3 10 ' TRAV E L L A N E 8' PA R K I N G 0. 5 ' B / C 4' S/ W SECTION E-ENTSSTREET K CURB &GUTTER,SEE DETAILON SHEET 0.3 C/L F/C0.5'B/C R/W4'31'44' PUE, PAE, DSRSD, EVAER/W13'TRAVEL LANE F/C6" VERT. CURB,SEE DETAILON SHEET 0.3 10'TRAVEL LANE 8'PARKING 0.5'B/C 5'L/SS/W 4'S/W SE C T I O N G - G NT S ST R E E T K CU R B & GU T T E R , SE E D E T A I L ON S H E E T 0 . 3 C / L F / C 0. 5 ' B / C R / W 6' S/ W 50 ' 60 ' P U E , P A E , D S R S D , E V A E R / W 18 ' PA R K I N G 12 ' TR A V E L L A N E F / C 6" V E R T . C U R B , SE E D E T A I L ON S H E E T 0 . 3 12 ' TR A V E L L A N E 8' PA R K I N G 0. 5 ' B / C 4' S/ W C / L RO L L E D C U R B , SE E D E T A I L ON S H E E T 0 . 3 FL U S H C U R B , SE E D E T A I L ON S H E E T 0. 3 11 ' TR A V E L L A N E 11 ' TR A V E L L A N E F / C F / C 22 ' 0. 5 ' 23 ' P U E , P A E , D S R S D , E V A E 0. 5 ' B / C SE C T I O N H - H NT S CO U R T S A 2 T H R U P 2 B / C 3'PUE 3' PU E 3'PUE 3' PU E C/LROLLED CURB,SEE DETAILON SHEET 0.3 FLUSH CURB,SEE DETAILON SHEET0.3 10'TRAVEL LANE 10'TRAVEL LANE F/CF/C20'0.5'21' PUE, PAE, DSRSD, EVAE0.5'B/CSECTION I-INTSCOURTS A3 THRU E3, X2, Y2, Z2, AND Y DWYAPRON(5'±)DWYAPRON(5'±)GARAGE FLR.GARAGE FLR.B/CSECTION J - J NTS COURT Q 2 CURB &GUTTER,SEE DETAILON SHEET 0.3 C/L F/C0.5'B/C R/W4'S/W 36'40.5' PUE, PAE, DSRS D , E V A E R / W 8'PARKING 10'TRAVEL LANE F / C 6" V E R T . C U R B , SE E D E T A I L ON S H E E T 0 . 3 10 ' TRAVE L L A N E 8' PA R K I N G 0. 5 ' C / L RO L L E D C U R B , SE E D E T A I L ON S H E E T 0 . 3 FL U S H C U R B , SE E D E T A I L ON S H E E T 0. 3 10 ' TR A V E L L A N E 10 ' TR A V E L L A N E F / C F / C 20 ' 0. 5 ' 21 ' P U E , P A E , D S R S D , E V A E 0. 5 ' B / C SE C T I O N K - K NT S CO U R T S R 2 , T 2 , U 2 , A N D W 2 DW Y AP R O N (3 ' ± ) DW Y AP R O N (3 ' ± ) GA R A G E F L R . GA R A G E F L R . B / C C / L FL U S H C U R B , SE E D E T A I L ON S H E E T 0. 3 4' S/ W 10 ' TR A V E L L A N E F / C F / C 20 ' 0. 5 ' 24 . 5 ' P U E , P A E , D S R S D , E V A E 0. 5 ' B / W B / C SE C T I O N L - L NT S CO U R T S 2 DW Y AP R O N (3 ' M I N ) GA R A G E F L R . 10 ' TR A V E L L A N E CU R B & GU T T E R , SE E D E T A I L ON S H E E T 0 . 3 B / C C/LFLUSH CURB,SEE DETAILON SHEET0.3 6'S/W10'TRAVEL LANE F/CF/C39' PUE, PAE, DSRSD, EVAE0.5'45.5'0.5'B/WB/CSECTION M-MNTSCOURT S2 DWYAPRON(3'MIN)GARAGE FLR.14'TRAVEL LANE 15'PARKINGB/CCURB &GUTTER,SEE DETAILON SHEET 0.3 NT S HO R I Z O N P A R K W A Y 11 ' 5' 10 ' 6' P S E T R A V E L L A N E PW A Y S/ W 70 ' R I G H T O F W A Y PA R K W A Y W I T H T R E E S AN D S T O R M W A T E R TR E A T M E N T CU R B A N D G U T T E R AD J A C E N T T O BI O - R E T E N T I O N A R E A 12 ' 5' 8' 6' P S E PW A Y S/ W 0. 5 ' B / C 0. 5 ' B / C R / W R / W DU A L T U R N LA N E 11 ' T R A V E L L A N E C / L 6' 6' 8' P A R K I N G BUILDING 5' MINREAR YARD6' THEMEWALL WITHRETAININGPER PLAN FU T U R E PA R K SI L V A C E L L S F O R ST O R M W A T E R TR E A T M E N T ST A N D A R D C U R B & GU T T E R C. 3 . 3 ST R E E T S E C T I O N S AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 5. 1 . f Pa c k e t P g . 2 0 2 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) PL A N 3 A EN H C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45° 45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45° 45° 45° 45° 45° 90° 45° 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90°45°45°15°45°45°45°45°90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90°45°45°45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 6300 6400 6100 6200 6 3 0 0 6 2 0 0 HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COURT A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 1395 25 36 40 49 48 41 23 1011 30 31 3 22 38 216714 15 18 19 26 27 34 35 44 45 C. 3 . 4 AD D R E S S P L A N AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 5. 1 . f Pa c k e t P g . 2 0 3 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) PLAN 5A PL A N 1 X A PLAN 5A PL A N 4 B PLAN 5C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90°90°90°45°90°90°90°90°45°90° 45° 45°45°45°45° 90° 45°90°90°45°45°45°45°45° 45° 45° 45° 45° 45° 90° 45° 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15° 45° 45°45°45° 90° 90°90° 90° 90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45°45°15°45°45°45°45°90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COUR T A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 NPNP NP NP NP NP NP NP NP NP NP NP NP NP NP 49 48 41 23 1011 30 31 3 22 38 21 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 13 95 25 36 40 * *67 14 15 18 19 26 27 35 44 45 34 C. 3 . 5 PA R K I N G P L A N AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 PARKING SUMMARYREQUIRED PARKING (244 units):2 COVERED SPACES + 1 GUEST SPACE/UNIT:732 SPACESPROPOSED:N21- SINGLE FAMILY MOTORCOURT (62 UNITS)GARAGE RESIDENTIAL SPACES:124RESIDENTIAL ON-SITE PARKING SPACES:124N22 & 23- MULTI-FAMILY TOWNHOMES (181 UNITS)GARAGE RESIDENTIAL SPACES:362RESIDENTIAL ON-SITE PARKING SPACES:188TOTAL PARKING SPACES:798 SPACES (3.27 SPACES/UNIT)ACCESSIBLE SPACES(5% OF ON-SITE MULTI-FAMILY GUEST SPACES): 10 (2 VAN ACCESSIBLE)EV GUEST PARKING SPACES(3% OF ON-SITE MULTI-FAMILY GUEST SPACES): 6 (1 ACCESSIBLE)COMPACT PARKING SPACES(35% OF ONSITE GUEST PARKING ALLOWED):37 (12%)NOTE:ELECTRIC VEHICLE CHARGING STATION SERVICES 2 PARKING SPACES, WITH ON E O F THOSE STALLS BEING ACCESSIBLE. LE G E N D O N - S T R E E T G U E S T P A R K I N G S P A C E F I R E H Y D R A N T N O P A R K I N G Z O N E ( A T F I R E H Y D R A N T S ) NP I N - D R I V E G U E S T P A R K I N G S P A C E P R O P O S E D E V C H A R G I N G S T A T I O N * V A N A C C E S S I B L E S T A L L L O C A T I O N 5. 1 . f Pa c k e t P g . 2 0 4 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45° 45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45° 45° 45° 45° 45° 90° 45° 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90°45°45°15°45°45°45°45°90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90°45°45°45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COURT A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 1395 25 36 40 49 48 41 23 1011 30 31 3 22 38 216714 15 18 19 27 34 35 44 45 C. 3 . 6 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 PL A N TR A S H P I C K U P LEGENDTRASH SERVICES ROUTETRASH BIN PICKUP LOCATION FOR NEIGHBORHOODS 21,22,2 3 5. 1 . f Pa c k e t P g . 2 0 5 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45° 45° 45° 45° 45° 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45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90° 90° 90°45°45°15°45°45°45°45°90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90°45°45°45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° PLAN 5A PL A N 1 X A PLAN 5A PL A N 4 B PLAN 5C HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COURT A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 M PR O V I D E G A N G M A I L B O X E S F O R NE I G H B O R H O O D 2 1 M PR O V I D E G A N G M A I L B O X E S F O R NE I G H B O R H O O D 2 2 & 2 3 49 48 41 23 1011 30 31 3 22 38 21 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 1395 25 36 40 6714 15 18 19 26 27 34 44 45 35 C. 3 . 7 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 PL A N MA I L B O X L O C A T I O N LEGENDMPRELIMINARY MAILBOX LOCATION1.) FINAL LOCATION SUBJECT TO USPS APPROVAL2.) MAILBOXES TO FACE THE SIDEWALK WITHCONCRETE PAD ALL AROUND IT 5. 1 . f Pa c k e t P g . 2 0 6 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) PL A N 4 A PL A N 4 A PL A N 4 A PLAN 5A PL A N 4 A PLAN 5A PL A N 4 B PLAN 5C EN H C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 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45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COURT A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 EVAFH FH FH FH FH FH FH FHFH FH FH FH FHFH 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 1395 25 36 40 49 48 41 23 1011 30 31 3 22 38 21 4445 6714 15 18 19 26 27 34 35 FH EVA TO DOUGHERTY ROAD TH R O U G H S T R E E T T O N H 2 0 C. 3 . 8 FI R E A C C E S S P L A N AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 NOTE:1.PROPOSED BUILDINGS CONTAIN A 3rd STORY WITH AN EAVEHEIGHT OF 30' OR LESS.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF20'-24'.PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTEFHFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUS 5. 1 . f Pa c k e t P g . 2 0 7 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) PL A N 4 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 4 A PLAN 5A PLAN 1XA PL A N 4 A PL A N 1 X A PL A N 1 X A PLAN 5A PL A N 4 B PLAN 5C EN H C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 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45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 25 0 ' HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COURT A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 1395 25 36 40 49 48 41 23 1011 30 31 3 22 38 2114 15 18 19 27 35 34 67 45 44 C. 3 . 9 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 PL A N SI G H T D I S T A N C E 3' L O W VE N E E R W A L L 5. 1 . f Pa c k e t P g . 2 0 8 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 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45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COURT A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 XXXXXXX X X X X X X X X X X X XX XXXXXX X X X X X X X 1 49 48 41 23 1011 30 31 3 22 38 2 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 1395 25 36 40 ******* * * * * * * * * * * * ***** ****** ************ * * * * * ** CR O S S W A L K S ( T Y P . ) A R E CO N C E P T U A L A N D W I L L B E FI N A L I Z E D I N D E S I G N SEE LANDSCAPE PLANSFOR SIDEWALK LAYOUT 6714 15 18 19 26 27 34 35 44 45 C. 3 . 1 0 PL A N AC C E S S I B I L I T Y AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 UDO Compliant/Exception - Primary Residence.For units with walkway slope gradient greater than 8.33%,Units are compliant through options 1 & 2 below:1.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.Schematic Accessible Path of TravelMulit-Family Accesible Unit(N22- 10 units required; N23- 9 units required)Accessible Parking Stalls LEGENDUDO Compliant - Primary ResidenceSome units require walkway slope gradient to 8.33% max.This designation assumes pedestrian walks to front doorentry from public way via the walkway.X *Notes:1.For all Primary R e s i d e n c e s , t h e h o m e b u i l d e r shall offer to the h o m e b u y e r a p o r t a b l e r a m p that can be place d a t t h e e x t e r i o r d o o r t o t h e Primary Unit.2.House plans, mo d e l , a n d s e t b a c k s i l l u s t r a t e d here are concept u a l a n d s u b j e c t t o c h a n g e . * 5. 1 . f Pa c k e t P g . 2 0 9 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) PLAN 5A PL A N 1 X A PLAN 5A PL A N 4 B PLAN 5C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C CC EVEVEVEVVANC 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45° 45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90°90°90°45°90°90°90°90°45°90° 45° 45°45°45°45° 90° 45°90°90°45°45°45°45°45° 45° 45° 45° 45° 45° 90° 45° 90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45°90°90°90°45°90°90°90°90°45°90°45°45°45°45°45°90°45°90°90°45°45°45°45°45°45°45°45°45°45°90°45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45°45°15°45°45°45°45°90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90°45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° HO R I Z O N P A R K W A Y STREET G STREET H STREET I STREET J ST R E E T K STREET L COURT Z ST R E E T K COURT A2COURT YCOURT B2COURT C2 COURT D2 COURT E2 COURT F2 COURT G2 COURT H2 COURT I2 CO U R T K 2 CO U R T L 2 CO U R T M 2 CO U R T F 3 CO U R T N 2 CO U R T O 2 CO U R T P 2 ST R E E T M CO U R T S 2 CO U R T R 2 COURT W2 COURT Q2 COURT B3 COURT C3 COURT D3 COURT E3 COURT U2 COU R T A 3 COURT Z2 COURT Y2 COURT X2SCARLETT DRIVE COURT J2 COURT T2 COURT V2 54 59 62 50 46 43 3942 47 60 56 55 53 51 52 58 57 61 4812 17 20 24 29 32 37 33 28 21 16 13 95 25 36 40 49 48 41 23 1011 30 31 3 22 38 2167 14 15 18 19 26 27 34 35 44 45 C. 3 . 1 1 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L IV Y , V I N E , A N D A V A L O N NE I G H B O R H O O D S 2 1 , 2 2 , 2 3 0 50 10 0 FE E T 15 0 RE S P O N S I B I L I T Y P L A N MA I N T E N A N C E LEGENDCOURTS & DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINEDCANAL 2 - ZONE 7 MAINTAINED OPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL & TRASHCAPTURE FACILITIES)PUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL & TRASHCAPTURE FACILITIES)NOTES:1.) FRONT YARDS TO BE HOA MAINTAINED2.) PUBLIC STREET LIGHTS TO BE CITY MAINTAINED 5. 1 . f Pa c k e t P g . 2 1 0 Attachment: 3D. Exhibit A to Attachment 2 Project Plans - Neighborhood 21-22-23 Index (Boulevard) BO U L E V A R D ph a s e s 4 - 5 Dublin, California HORIZON PARKWAY S C A R L E T T R O A D OVERALL L3.2 IVY, VINE, AVALON APRIL 10, 2018 0’50’100’200’ STREET TREE PLAN NEIGHBORHOOD 21, 22, 23 Ulmus parvifolia Chinese Elm Platanus acerifolia ‘Columbia’ London Plane Tree LEGEND Neighborhood Delineation 5.1.f Packet Pg. 211 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California S C A R L E T T R O A D OVERALL L3.3 IVY, VINE, AVALON APRIL 10, 2018 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 21, 22, 23 6’ Height Good Neighbor Fence 3’ Low Veneer Wall 7’ Masonry Wall LEGEND 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 HORIZON PARKWAY 5.1.f Packet Pg. 212 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California NOTE: All wall locations shall be out of the site visibility triangle. 6’HT GOOD NEIGHBOR FENCE Location: Neighborhood 21, 22, 23 where Fencing is Visible from the Street Location: Neighborhood 21, 22, 23 at Army Property 7’-0” 7’ HT PRECAST WALL 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 21, 22, 23 Interior Yards where Fencing is not Visible from the Street OVERALL L3.4 IVY, VINE, AVALON APRIL 10, 2018 WALLS AND FENCING NEIGHBORHOOD 21, 22, 23 Cap 3’ HT LOW VENEER WALL Location: Scarlett Road Frontage 3’-0”3’-4” Stone Veneer: Creative Mines, Split Modular, Blacktruffle Craft to match Phase 1A Stucco Color: ZINC DUST KM4903 KELLY MOORE 6’ 14’-10” 6’HT THEME WALL Location: Horizon Parkway Frontage 22” Wide Columns Reveals Spaced at 8” Vertically 8” 6” Column and Panel Top Edges to be Chamfered 1” Reveals Column Color: Standard Grey Column Finish: Unfinished Wall Color: Davis Color Silversmoke or Kelley Moore Equal Wall Finish: Applied Texture Paint 5.1.f Packet Pg. 213 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.5 IVY, VINE, AVALON APRIL 10, 2018 0’10’20’40’ TYPICALS NEIGHBORHOOD 21Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 6’ Horizontal Wood Fence 6’ Good Neighbor Fence Accent Tree Street Trees Sidewalk Evergreen Screen Shrubs at Building Water SewerCO Wa t e r Se w e r CO CO 6’ Horizontal Wood Fence 6’ Good Neighbor Fence Water SewerCO Columnar Tree AC Unit, typ. PLAN 2 PLAN 1 PLAN 1 PLAN 2 5.1.f Packet Pg. 214 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.6 IVY, VINE, AVALON APRIL 10, 2018 0’10’20’40’ TYPICALS NEIGHBORHOOD 22 Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 Street Trees Sidewalk Evergreen Screen Shrubs at Building Water Sewer CO Columnar Tree Accent Shrubs at Entry Accent TreeWater Sewer CO Water Sewer CO Water Sewer CO Water Sewer CO Water Sewer CO Accent Planting at Garage AC Unit, typ. 5.1.f Packet Pg. 215 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.7 IVY, VINE, AVALON APRIL 10, 2018 0’10’20’40’ PASEO NEIGHBORHOOD 22Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 Accent Paving Columnar Trees Sidewalk Accent Shrubs at Garage Water SewerCO Water Sewer CO Specimen Tree in Center Ring Columnar Tree Seatwall Water SewerCO Water SewerCO Water SewerCO Evergreen Shrubs at the Building Water Sewer CO Water Sewer CO Water Sewer CO AC Unit, typ. PLAN 3 PLAN 2 PLAN 2 PLAN 3 PLAN 3 PLAN 3 PLAN 2 PLAN 2 5.1.f Packet Pg. 216 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.8 IVY, VINE, AVALON APRIL 10, 2018 0’10’20’40’ TYPICALS NEIGHBORHOOD 23Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 Street Tree Street Trees Sidewalk Evergreen Screen Shrubs at Building Water SewerCO Water SewerCO Evergreen Shrubs at Building Columnar Tree Water SewerCO Water SewerCO AC Unit, typ. UNIT 1 UNIT 2 UNIT 2 UNIT 3 AC Unit, typ. 5.1.f Packet Pg. 217 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.9 IVY, VINE, AVALON APRIL 10, 2018 0’10’20’40’ PASEO NEIGHBORHOOD 23Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 Accent Shrubs at Garage Sidewalk Evergreen Screen Shrubs at Building Water Sewer CO Water SewerCO Columnar Tree Accent Paving Street Tree Water Sewer CO Water Sewer CO Water Sewer CO Water SewerCO Water SewerCO Water SewerCO Columnar Tree AC Unit, typ. UNIT 2 UNIT 2 UNIT 1 UNIT 3 UNIT 2 UNIT 2 UNIT 3 UNIT 1 5.1.f Packet Pg. 218 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.10 IVY, VINE, AVALON APRIL 10, 2018 POCKET PARK THE NATIVE GARDEN 0’8’16’32’ Large Native Shade Tree Dry Creek Wood Benches Native Boulders Accent Paving in Stone Pattern Native Shrubs and Groundcovers Wood Bench Accent Paving in Stone Pattern Native Boulders Large Native Shade Tree 5.1.f Packet Pg. 219 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.11 IVY, VINE, AVALON APRIL 10, 2018 POCKET PARK THE ROSE GARDEN 0’8’16’32’ Wood Benches Bands of Standard Roses Vine Arbor at Unit Entry Deck Over Planting Area Mulit-Trunk Tree Plaza Area Flowering Tree 5.1.f Packet Pg. 220 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.12 IVY, VINE, AVALON APRIL 10, 2018 POCKET PARK THE CONTEMPORARY GARDEN 0’8’16’32’ Shrubs in Pots Concrete Walls of Varying Heights and Lengths Accent Wall with Vertical Fountain Accent Paving in Plaza Shade Tree Columnar Trees 5.1.f Packet Pg. 221 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L3.13 IVY, VINE, AVALON APRIL 10, 2018 POCKET PARK THE JAPANESE SENSORY GARDEN 0’8’16’32’ Gravel Sitting Area Soma Stones Boulders Sitting Area with Tables and Chairs Concrete Paving with Linear Pattern Multi-Trunk Tree Ornamental Grasses 5.1.f Packet Pg. 222 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California SCARLETT DRIVE IRON HORSE TRAIL CONNECTION 0’10’20’40’ OVERALL L3.14 IVY, VINE, AVALON APRIL 10, 2018 Pedestrian Concrete Paving Soma Stones Bio-Retention Large Shade Trees 5% Sloped Walk to Iron Horse Trail 2% Sloped Walk to Iron Horse Trail Seat Wall 5.1.f Packet Pg. 223 At t a c h m e n t : 3 D . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 - 2 2 - 2 3 I n d e x ( B o u l e v a r d ) A21.1 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER STREET VIEW & BUILDING ANALYSIS BUILDING ANALYSIS THIS PROJECT IS DESIGNED BASED ON THE CALIFORNIA BUILDING CODE-CRC-2016 PROPOSED USE: SINGLE FAMILY DETACHED OCCUPANCY: R3 CONSTRUCTION TYPE: VB SPRINKLER SYSTEM: NFPA 13D 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 224 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.2 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER LAYOUT FIRST FLOOR PLAN 1 PLAN 1 PLAN 2 PLAN 2 2-BAY GARAGE 20'-1" x 20'-1" DINING 11'-6" x 14'-1"GREAT ROOM 16'-1" x 14'-1" BEDROOM 5STUDY/ 12'-9" x 10'-6" ROOMOUTDOOR 11'-9" x 6'-0" KITCHEN 2-BAY GARAGE 20'-1" x 20'-1" DINING 11'-6" x 14'-1"GREAT ROOM 16'-1" x 14'-1" BEDROOM 5STUDY/ 12'-9" x 10'-6" ROOMOUTDOOR 11'-9" x 6'-0" KITCHEN 2-BAY GARAGE 20'-1" x 20'-1" ROOMOUTDOOR 14'-11" x 8'-6"DINING 11'-5" x 16'-4" KITCHEN BEDROOM 5 11'-3" x 12'-0" GREAT ROOM 14'-6" x 13'-6" 2-BAY GARAGE 20'-1" x 20'-1" ROOMOUTDOOR 14'-11" x 8'-6"DINING 11'-5" x 16'-4" KITCHEN BEDROOM 5 11'-3" x 12'-0" GREAT ROOM 14'-6" x 13'-6" 18 ' - 0 " 35 ' - 0 " 4' - 0 " 4'-0"40'-0"4'-0" 8' - 0 " REF D/W PANTRY UP ENTRY PORCH SHOWER AT BEDROOM 5 DOOR/CLOSET AT OPTIONAL BEDROOM 5 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E FENCE USE EASEMENT 45 ' - 0 " GATE GATE TR A S H A/C TANKLESS W/HTR A S H 18 ' - 0 " 35 ' - 0 " 4' - 0 " 4'-0"40'-0"4'-0" 8' - 0 " REF D/W PANTRY UP ENTRY PORCH SHOWER AT BEDROOM 5 DOOR/CLOSET AT OPTIONAL BEDROOM 5 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E FENCE USE EASEMENT 45 ' - 0 " G A T E GATE TR A S H A/C TANKLESS W/H TR A S H 5'-0"50'-0"4'-0" 43 ' - 0 " 4' - 0 " 18'-0" 59 ' - 0 " X 5 1 ' - 0 " L O T S I Z E GATE 11'-0" D/W REF UP ENTRY PORCH PANTRY VALET TRASH TANKLESS W/H REC AC 8' - 0 " 5'-0"50'-0"4'-0" 43 ' - 0 " 4' - 0 " 18'-0" 59 ' - 0 " X 5 1 ' - 0 " L O T S I Z E GATE 11'-0" D/W REF UP ENTRY PORCH PANTRY VALET TRASH TANKLESS W/H REC AC 8' - 0 " A21.2 AVALON IVY VINE 5.1.g Packet Pg. 225 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.3 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER LAYOUT SECOND FLOOR PLAN 1 PLAN 1 PLAN 2 PLAN 2 MASTER 20'-1" x 14'-1" BEDROOM 3 11'-0" x 11'-10" BEDROOM 4 11'-0" x 12'-0" BEDROOM 2 10'-4" x 10'-8" MASTER 20'-1" x 14'-1" BEDROOM 3 11'-0" x 11'-10" BEDROOM 4 11'-0" x 12'-0" BEDROOM 2 10'-4" x 10'-8" LOFT 10'-6" x 13'-2" BEDROOM 4 10'-9" x 11'-0"BEDROOM 2 11'-0" x 13'-4" MASTER 12'-0" x 20'-1" BEDROOM 3 11'-0" x 15'-0" LOFT 10'-6" x 13'-2" BEDROOM 4 10'-9" x 11'-0"BEDROOM 2 11'-0" x 13'-4" MASTER 12'-0" x 20'-1" BEDROOM 3 11'-0" x 15'-0" DN WD OPEN TO BELOW LAUNDRY LINEN SE A T OPTSINK DN W D OPEN TOBELOW LAUNDRY LINEN SE A T OPTSINK D WSE A T LINEN LAUNDRY DN OPT SINKOPEN TO BELOW D W SE A T LINEN LAUNDRY DN OPT SINK OPEN TO BELOW A21.3 AVALON IVY VINE 5.1.g Packet Pg. 226 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.4 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ FLOOR PLAN 2-BAY GARAGE 20'-1" x 20'-1" DINING 11'-6" x 14'-1"GREAT ROOM 16'-1" x 14'-1" BEDROOM 5STUDY/ 12'-9" x 10'-6" ROOMOUTDOOR 11'-9" x 6'-0" KITCHEN 18 ' - 0 " 35 ' - 0 " 4' - 0 " 4'-0"40'-0"4'-0" 8' - 0 " REF D/W PANTRY UP ENTRY PORCH SHOWER AT BEDROOM 5 DOOR/CLOSET AT OPTIONAL BEDROOM 5 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E FENCE USE EASEMENT 45 ' - 0 " GA T E GATE TR A S H A/C TANKLESSW/HTR A S H MASTER 20'-1" x 14'-1" BEDROOM 3 11'-0" x 11'-10" BEDROOM 4 11'-0" x 12'-0" BEDROOM 2 10'-4" x 10'-8" DN WD OPEN TO BELOW LAUNDRY LINEN SE A T OPT SINK PLAN ONE 'A' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.4 SECOND FLOOR PLAN FIRST FLOOR PLAN AVALON IVY VINE 5.1.g Packet Pg. 227 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.5 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ FLOOR PLAN OPTION ROOF TERRACE 16'-0" x 12'-1" BEDROOM 6 11'-5" x 11'-9" PENTHOUSE 14'-9" x 11'-7" DN PLAN ONE 'A' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.5 OPTIONAL PENTHOUSE AVALON IVY VINE 5.1.g Packet Pg. 228 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.6 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ UDO 2-BAY GARAGE 20'-1" x 20'-1" DINING 11'-6" x 14'-1"GREAT ROOM 16'-1" x 14'-1" BEDROOM 5STUDY/ 12'-9" x 10'-6" ROOMOUTDOOR 11'-9" x 6'-0" KITCHEN 18 ' - 0 " 35 ' - 0 " 4' - 0 " 4'-0"40'-0"4'-0" 8' - 0 " REF D/W PANTRY UP ENTRY PORCH DOOR/CLOSET AT OPTIONAL BEDROOM 5 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E FENCE USE EASEMENT 45 ' - 0 " GA T E GATE TR A S H A/C TANKLESS W/HTR A S H U1 U2 U3 U7 U8 U6U9 U11 U12 4'-0" 4' - 0 " U16U14 U10 U4 U17 U15 U13 FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. PENTHOUSE 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. A21.6 PLAN ONE | 3094 SQ. FT. UNIVERSAL DESIGN KEYNOTES MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. U1 MANDATORY TO OFFER: KEYHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. MANDATORY TO OFFER: OPTION REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 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 11A. U4 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. U5 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" DIA. RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/OWNER. U6 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1. U7 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH 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. U8 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U9 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/SINK. U11 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U12 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. U13 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. U14 MANDATORY TO OFFER: ADJUSTABLE SINK AND/OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U15 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U16 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 U17 NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THE UNIVERSAL DESIGN OPTION. MANDATORY TO INSTALL: HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 1. AVALON IVY VINE 5.1.g Packet Pg. 229 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.7 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 230 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.8 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 231 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.9 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ENHANCED ELEVATION AT SPECIFIED LOTS AVALON IVY VINE 5.1.g Packet Pg. 232 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.10 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 233 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.11 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘A’ ELEVATONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 234 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A21.11.1 SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN ONE ‘A’ ENHANCED ELEVATON W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 235 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.12 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘B’ FLOOR PLAN 2-BAY GARAGE 20'-1" x 20'-1" DINING 11'-6" x 14'-1"GREAT ROOM 16'-1" x 14'-1" BEDROOM 5STUDY/ 12'-9" x 10'-6" ROOMOUTDOOR 11'-9" x 6'-0" KITCHEN 18 ' - 0 " 35 ' - 0 " 4' - 0 " 4'-0"40'-0"4'-0" 8' - 0 " REF D/W PANTRY UP ENTRY PORCH SHOWER AT BEDROOM 5 DOOR/CLOSET AT OPTIONAL BEDROOM 5 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E FENCE USE EASEMENT 45 ' - 0 " GA T E GATE TR A S H A/C TANKLESS W/HTR A S H MASTER 20'-1" x 14'-1" BEDROOM 3 11'-0" x 11'-10" BEDROOM 4 11'-0" x 12'-0" BEDROOM 2 10'-4" x 10'-8" DN WD OPEN TO BELOW LAUNDRY LINEN SE A T OPT SINK PLAN ONE 'B' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.12 SECOND FLOOR PLAN FIRST FLOOR PLAN AVALON IVY VINE 5.1.g Packet Pg. 236 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.13 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘B’ FLOOR PLAN OPTION PLAN ONE 'B' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.13 OPTIONAL PENTHOUSE ROOF TERRACE 16'-0" x 12'-1" BEDROOM 6 11'-5" x 11'-9" PENTHOUSE 14'-9" x 11'-7" DN PLAN ONE 'A' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.5 OPTIONAL PENTHOUSE AVALON IVY VINE 5.1.g Packet Pg. 237 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.14 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 238 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.15 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 239 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.16 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ENHANCED ELEVATION AT SPECIFIED LOTS AVALON IVY VINE 5.1.g Packet Pg. 240 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.17 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘B’ ELEVATIONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 241 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.18 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ’B’ ELEVATIONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 242 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A21.18.1 SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN ONE ‘B’ ENHANCED ELEVATON W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 243 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.19 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ FLOOR PLAN 2-BAY GARAGE 20'-1" x 20'-1" DINING 11'-6" x 14'-1"GREAT ROOM 16'-1" x 14'-1" BEDROOM 5STUDY/ 12'-9" x 10'-6" ROOMOUTDOOR 11'-9" x 6'-0" KITCHEN 18 ' - 0 " 35 ' - 0 " 4' - 0 " 4'-0"40'-0"4'-0" 8' - 0 " REF D/W PANTRY UP ENTRY PORCH SHOWER AT BEDROOM 5 DOOR/CLOSET AT OPTIONAL BEDROOM 5 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E FENCE USE EASEMENT 45 ' - 0 " GA T E GATE TR A S H A/C TANKLESS W/HTR A S H MASTER 20'-1" x 14'-1" BEDROOM 3 11'-0" x 11'-10" BEDROOM 4 11'-0" x 12'-0" BEDROOM 2 10'-4" x 10'-8" DN WD OPEN TO BELOW LAUNDRY LINEN SE A T OPT SINK PLAN ONE 'C' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.19 SECOND FLOOR PLAN FIRST FLOOR PLAN AVALON IVY VINE 5.1.g Packet Pg. 244 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.20 21 IVY 23 AVALON 22 VINE PLAN ONE 'C' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.20 OPTIONAL PENTHOUSE ROOF TERRACE 16'-0" x 12'-1" BEDROOM 6 11'-5" x 11'-9" PENTHOUSE 14'-9" x 11'-7" DN PLAN ONE 'A' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.5 OPTIONAL PENTHOUSE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ FLOOR PLAN OPTION AVALON IVY VINE 5.1.g Packet Pg. 245 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.21 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 246 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.22 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 247 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.23 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ENHANCED ELEVATION AT SPECIFIED LOTS AVALON IVY VINE 5.1.g Packet Pg. 248 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.24 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 249 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.25 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ ELEVATIONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 250 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.25.1 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN ONE ‘C’ ENHANCED ELEVATON W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 251 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.26 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘D’ FLOOR PLAN 2-BAY GARAGE 20'-1" x 20'-1" DINING 11'-6" x 14'-1"GREAT ROOM 16'-1" x 14'-1" BEDROOM 5STUDY/ 12'-9" x 10'-6" ROOMOUTDOOR 11'-9" x 6'-0" KITCHEN 18 ' - 0 " 35 ' - 0 " 4' - 0 " 4'-0"40'-0"4'-0" 8' - 0 " REF D/W PANTRY UP ENTRY PORCH SHOWER AT BEDROOM 5 DOOR/CLOSET AT OPTIONAL BEDROOM 5 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E FENCE USE EASEMENT 45 ' - 0 " GA T E G A T E TR A S H A/C TANKLESS W/HTR A S H MASTER 20'-1" x 14'-1" BEDROOM 3 11'-0" x 11'-10" BEDROOM 4 11'-0" x 12'-0" BEDROOM 2 10'-4" x 10'-8" DN WD OPEN TO BELOW LAUNDRY LINEN SE A T OPT SINK PLAN ONE 'D' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21.26 SECOND FLOOR PLAN FIRST FLOOR PLAN AVALON IVY VINE 5.1.g Packet Pg. 252 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.27 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘D’ FLOOR PLAN OPTION PLAN ONE 'D' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A21 OPTIONAL PENTHOUSE ROOF TERRACE 16'-0" x 12'-1" BEDROOM 6 11'-5" x 11'-9" PENTHOUSE 14'-9" x 11'-7" DN PLAN ONE 'A' FIRST FLOOR 1073 SQ. FT. SECOND FLOOR 1486 SQ. FT. TOTAL LIVING 2559 SQ. FT. PENTHOUSE OPTION 535 SQ. FT. TOTAL LIVING 3094 SQ. FT. A2 OPTIONAL PENTHOUSE AVALON IVY VINE 5.1.g Packet Pg. 253 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.28 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 254 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.29 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 255 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.30 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ENHANCED ELEVATION AT SPECIFIED LOTS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 256 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.31 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS W/ PENTHOUSE OPTION 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 257 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.32 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘D’ ELEVATIONS W/ PENTHOUSE OPTION 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 258 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.32.1 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN ONE ‘D’ ENHANCED ELEVATON W/ PENTHOUSE OPTION 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 259 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.33 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ROOF PLANS AVALON IVY VINE 5.1.g Packet Pg. 260 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.34 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ FLOOR PLAN 2-BAY GARAGE 20'-1" x 20'-1" ROOMOUTDOOR 14'-11" x 8'-6"DINING 11'-5" x 16'-4" KITCHEN BEDROOM 5 11'-3" x 12'-0" GREAT ROOM 14'-6" x 13'-6" 5'-0"50'-0"4'-0" 43 ' - 0 " 4' - 0 " 18'-0" 59 ' - 0 " X 5 1 ' - 0 " L O T S I Z E GA T E 11'-0" D/W REF UP ENTRY PORCH PANTRY VALET TRASH TANKLESS W/H REC AC LOFT 10'-6" x 13'-2" BEDROOM 4 10'-9" x 11'-0"BEDROOM 2 11'-0" x 13'-4" MASTER 12'-0" x 20'-1" BEDROOM 3 11'-0" x 15'-0" D WSE A T LINEN LAUNDRY DN OPT SINKOPEN TO BELOW PLAN TWO 'A' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. A21.35 SECOND FLOOR PLAN FIRST FLOOR PLAN AVALON IVY VINE 5.1.g Packet Pg. 261 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.35 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ FLOOR PLAN OPTION TERRACEROOF 16'-0" x 11'-10" BEDROOM 6 11'-3" x 12'-6"PENTHOUSE 15'-11" x 16'-4" PLAN TWO 'A' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. A21.36 OPTIONAL PENTHOUSE TERRACEROOF 16'-0" x 11'-10" BEDROOM 6 11'-3" x 12'-6"PENTHOUSE 15'-11" x 16'-4" DN PLAN TWO 'A' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. A21.36 OPTIONAL PENTHOUSE AVALON IVY VINE 5.1.g Packet Pg. 262 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.36 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ UDO 2-BAY GARAGE 20'-1" x 20'-1" ROOMOUTDOOR 14'-11" x 8'-6"DINING 11'-5" x 16'-4" KITCHENBEDROOM 5 11'-3" x 12'-0" GREAT ROOM 14'-6" x 13'-6" U1 U2 U3U7 U8 U6 U9 U11U12 U16 U14 U10 U4 U17 U15 U13 4' - 0 " 4'-0" FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. PENTHOUSE 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. A21.37 PLAN TWO | 3314 SQ. FT. UNIVERSAL DESIGN KEYNOTES MANDATORY TO INSTALL: PROVIDE DOORBELL MOUNTED BETWEEN 42" AND 48" FROM FINISHED FLOOR AT ENTRY DOOR. U1 MANDATORY TO OFFER: KEYHOLE AT ENTRY DOOR MOUNTED BETWEEN 42" AND 44" FROM FINISHED FLOOR. MANDATORY TO OFFER: OPTION REMOVABLE RAMP TO FRONT DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U2 MANDATORY TO OFFER: OPTIONAL REMOVABLE RAMP AT GARAGE-TO-HOUSE ENTRY DOOR CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U3 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 11A. U4 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. U5 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" DIA. RECTANGLE OR 60" DIA. CIRCLE AT THE OPTION OF THE PURCHASER/OWNER. U6 MANDATORY TO OFFER: A BATHTUB OR SHOWER MEETING THE REQUIREMENTS OF ANSI A117.1. U7 MANDATORY TO OFFER: GRAB BARS INSTALLED CONSISTENT WITH 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. U8 MANDATORY TO OFFER: LAVATORY OR SINK INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U9 MANDATORY TO OFFER: WATER CLOSET (TOILET) INSTALLED CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U10 MANDATORY TO OFFER: REMOVABLE CABINETS UNDER THE LAVATORY/SINK. U11 MANDATORY TO OFFER: WHERE INSTALLED, MIRROR AND TOWEL BARS AT ACCESSIBLE POWDERS OR BATHS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U12 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. U13 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. U14 MANDATORY TO OFFER: ADJUSTABLE SINK AND/OR REMOVABLE UNDER-SINK CABINETS CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. U15 MANDATORY TO OFFER: HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR LOWER LEVEL. U16 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 U17 NOTES REFER TO SHEET GN-1 AND CITY OF DUBLIN ORDINANCE 21-07 FOR A COMPREHENSIVE LIST OF ALL REQUIREMENTS AND REGULATIONS RELATED TO THE UNIVERSAL DESIGN OPTION. MANDATORY TO INSTALL: HAND-ACTIVATED DOOR HARDWARE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A. 1. AVALON IVY VINE 5.1.g Packet Pg. 263 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.37 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ELEVATIONS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 264 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.38 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ENHANCED ELEVATION AT SPECIFIED LOTS AVALON IVY VINE 5.1.g Packet Pg. 265 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.39 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ENHANCED ELEVATION AT SPECIFIED LOTS AVALON IVY VINE 5.1.g Packet Pg. 266 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.40 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ELEVATIONS W/ PENTHOUSE OPTION 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 267 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.41 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘A’ ELEVATIONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 268 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.41.1 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN TWO ‘A’ ENHANCED ELEVATON W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 269 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.42 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘B’ FLOOR PLAN PLAN TWO 'B' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. 2-BAY GARAGE 20'-1" x 20'-1" ROOMOUTDOOR 14'-11" x 8'-6"DINING 11'-5" x 16'-4" KITCHEN BEDROOM 5 11'-3" x 12'-0" GREAT ROOM 14'-6" x 13'-6" 5'-0"50'-0"4'-0" 43 ' - 0 " 4' - 0 " 18'-0" 59 ' - 0 " X 5 1 ' - 0 " L O T S I Z E GA T E 11'-0" D/W REF UP ENTRY PORCH PANTRY VALET TRASH TANKLESS W/H REC AC LOFT 10'-6" x 13'-2" BEDROOM 4 10'-9" x 11'-0"BEDROOM 2 11'-0" x 13'-4" MASTER 12'-0" x 20'-1" BEDROOM 3 11'-0" x 15'-0" D WSE A T LINEN LAUNDRY DN OPT SINKOPEN TO BELOW A21.43 SECOND FLOOR PLAN FIRST FLOOR PLAN AVALON IVY VINE 5.1.g Packet Pg. 270 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.43 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘B’ FLOOR PLAN OPTION TERRACEROOF 16'-0" x 11'-10" BEDROOM 6 11'-3" x 12'-6"PENTHOUSE 15'-11" x 16'-4" PLAN TWO 'B' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. A21.44 OPTIONAL PENTHOUSE TERRACEROOF 16'-0" x 11'-10" BEDROOM 6 11'-3" x 12'-6"PENTHOUSE 15'-11" x 16'-4" DN PLAN TWO 'A' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. A21.36 OPTIONAL PENTHOUSE AVALON IVY VINE 5.1.g Packet Pg. 271 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.44 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 272 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.45 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 273 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.46 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ENHANCED ELEVATIONS AT SPECIFIED LOTS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 274 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.47 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS W/ PENTHOUSE OPTION 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 275 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.48 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘B’ ELEVATIONS W/ PENTHOUSE OPTION 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 276 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.48.1 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN TWO ‘B’ ENHANCED ELEVATON W/ PENTHOUSE OPTION 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 277 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.49 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘C’ FLOOR PLAN PLAN TWO 'C' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. 2-BAY GARAGE 20'-1" x 20'-1" ROOMOUTDOOR 14'-11" x 8'-6"DINING 11'-5" x 16'-4" KITCHEN BEDROOM 5 11'-3" x 12'-0" GREAT ROOM 14'-6" x 13'-6" 5'-0"50'-0"4'-0" 43 ' - 0 " 4' - 0 " 18'-0" 59 ' - 0 " X 5 1 ' - 0 " L O T S I Z E GA T E 11'-0" D/W REF UP ENTRY PORCH PANTRY VALET TRASH TANKLESS W/H REC AC LOFT 10'-6" x 13'-2" BEDROOM 4 10'-9" x 11'-0"BEDROOM 2 11'-0" x 13'-4" MASTER 12'-0" x 20'-1" BEDROOM 3 11'-0" x 15'-0" D WSE A T LINEN LAUNDRY DN OPT SINKOPEN TO BELOW A21.50 SECOND FLOOR PLAN FIRST FLOOR PLAN AVALON IVY VINE 5.1.g Packet Pg. 278 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.50 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN ONE ‘C’ FLOOR PLAN OPTION TERRACEROOF 16'-0" x 11'-10" BEDROOM 6 11'-3" x 12'-6"PENTHOUSE 15'-11" x 16'-4" PLAN TWO 'C' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. A21.51 OPTIONAL PENTHOUSE TERRACEROOF 16'-0" x 11'-10" BEDROOM 6 11'-3" x 12'-6"PENTHOUSE 15'-11" x 16'-4" DN PLAN TWO 'A' FIRST FLOOR 1010 SQ. FT. SECOND FLOOR 1670 SQ. FT. TOTAL LIVING 2680 SQ. FT. PENTHOUSE OPTION 634 SQ. FT. TOTAL LIVING 3314 SQ. FT. A21.36 OPTIONAL PENTHOUSE AVALON IVY VINE 5.1.g Packet Pg. 279 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.51 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 280 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.52 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ELEVATIONS AVALON IVY VINE 5.1.g Packet Pg. 281 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.53 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ENHANCED ELEVATION AT SPECIFIED LOTS AVALON IVY VINE 5.1.g Packet Pg. 282 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.54 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ELEVATIONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 283 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.55 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ‘C’ ELEVATIONS W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 284 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.55.1 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTERSINGLE FAMILY CLUSTER PLAN TWO ‘C’ ENHANCED ELEVATON W/ PENTHOUSE OPTION AVALON IVY VINE 5.1.g Packet Pg. 285 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.56 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER PLAN TWO ROOF PLANS AVALON IVY VINE 5.1.g Packet Pg. 286 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.57 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER GARAGE STORAGE EXHIBIT 2-BAY GARAGE 20'-1" x 20'-1" DINING 13'-4" x 14'-1"GREAT ROOM 13'-0" x 14'-1" UP ENTRY PORCH DOOR/CLOSET AT OPTIONAL BEDROOM 5 TANKLESS W/H 10 ' - 0 " TY P . 5'-0" TYP. STORAGE ABOVE STORAGE ABOVE 2-BAY GARAGE 20'-1" x 20'-1" STUDYBEDROOM 5/ 11'-1" x 12'-9" GREAT ROOM 17'-0" x 14'-1" DINING 19'-0" x ROOM 8'-0" x 14'-4" BENCH OP T I O N A L 1 0 ' - 0 " FO L D I N G G L A S S DO O R GATE TR A S H 59 ' - 0 " X 5 7 ' - 0 " L O T S I Z E TANKLESS W/H 10 ' - 0 " TY P . 5'-0" TYP. STORAGE ABOVE STORAGE ABOVE 2- B A Y G A R A G E 20 ' - 1 " x 20 ' - 1 " TR A S H PA N T R Y RE F BENCH VA L E T KI T C H E N DI N I N G 15 ' - 2 " x 10 ' - 0 " PO R C H EN T R Y TA N K L E S S W/ H A/ C TR A S H FE N C E US E E A S E M E N T GATE 10 ' - 0 " TY P . 5'-0" TYP. ST O R A G E A B O V E ST O R A G E A B O V E FE N C E US E E A S E M E N T GA T E 2- B A Y G A R A G E 20 ' - 1 " x 20 ' - 1 " 4'-0"43'-0" 18 ' - 0 " PO R C H EN T R Y EA T I N G B A R KI T C H E N VA L E T PA N T R Y TR A S H BE N C H D/ W RE F UP PA N T R Y OP E N R I S E R S A/ C TA N K L E S S W/ H TR A S H 10 ' - 0 " TY P . 5'-0" TYP. ST O R A G E A B O V E ST O R A G E A B O V E PLAN 3PLAN 4 PLAN 1PLAN 2 AVALON IVY VINE 5.1.g Packet Pg. 287 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) A21.58 21 IVY 23 AVALON 22 VINE SINGLE FAMILY CLUSTER COLORS & MATERIALS 23 AVALON 22 VINE 21 IVY 5.1.g Packet Pg. 288 At t a c h m e n t : 3 E . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 1 ( B o u l e v a r d ) 22 VINE 23 AVALON 21 IVY ZIPPER TOWNS A22.1 ZIPPER TOWNS ILLUSTRATIVE RENDERING 5.1.h Packet Pg. 289 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.2 ZIPPER TOWNS 4-PLEX FLOOR PLANS OVERALL BUILDING "4-PLEX" FIRST FLOOR PLAN 1/4" = 1/-0" UNIT 2 UNIT 3 89'-10" UNIT 2 UNIT 3 UNIT 3GARAGEUNIT 2GARAGEUNIT 2GARAGEUNIT 3GARAGE T20 5 0 SH 30 5 0 S H 30 2 6 F X BE L O W 20 5 0 SH 40 5 0 SL 30 5 0 S H 30 2 6 F X BE L O W 288 0 FR. D R . 30 8 0 S C 80 8 0 SG D T 80 8 0 SG D T T 20 5 0 SH 30 5 0 S H 30 2 6 F X BE L O W 20 5 0 SH 40 5 0 SL 30 5 0 S H 30 2 6 F X BE L O W 28 8 0 FR . D R . 30 8 0 S C 2050 SH 2050SH 2030SH 3080 SC 26 6 8 L O U V E R 266 8 LO U V E R 2668 LOU V E R 2050 SH 2050SH 2030SH 3080 SC 266 8 LO U V E R 2668 L O U V E R 26 6 8 LOUVER 16080 SECTIONAL GARAGE DOOR SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . 16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR 1'-6"1'-6" 1'-312" 22'-1"2"21'-1"2"21'-1"2"22'-1" 86'-10" 54 ' - 0 " 2' - 0 " 14 ' - 3 12" 10 ' - 1 0 " 4' - 4 12" 14 ' - 6 " 6' - 0 " 2' - 0 " 13'-0"14'-1012"14'-2"15'-212"14'-7"13'-0" 84'-10" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 6" 1' - 7 12" 6" 1' - 7 12" 2'-6"2'-6" E E SQUARE FOOTAGE BUILDING 4 - OVERALL FIRST FLOOR - CONDITIONED =2252 SQ. FT. SECOND FLOOR - CONDITIONED =4202 SQ. FT. THIRD FLOOR - CONDITIONED =2642 SQ. FT. TOTAL - CONDITIONED =9096 SQ. FT. TOTAL GARAGE =1811 SQ. FT. A4-A2-1 BLDG. 4 wo o d l e y ar c h i t e c t u r a l gr o u p , i n c . 2943 S. Pullman Street, Suite A Santa Ana, California 92705V. 949.553.8919 F. 949.553.8909 731 SouthPark Dr., Suite BLittleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: VI N E DU B L I N , C A L I F O R N I A BR O O K F I E L D H O M E S BF 1610B MS 04/19/2017 30% PROGRESS CD SET 1.GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH CRC SECTION R308.3 2.GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THEWORD 'TEMPERED' OR 'TEMP' OR GLAZING & FALL PROTECTION SAFETY GLAZING 1.ALL GLAZING SHALL COMPLY WITH CRC SECTION R3082.ALL GLAZING SHALL BE DUAL PANE INSULATING GLASS U.N.O. IN THE TITLE 24REPORT3.WINDOW CALLOUTS ARE AS FOLLOWS: SL = SLIDER SH = SINGLE HUNGFG = FIXED GLASS CA = CASEMENT 1.WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITHSECTION R312.2.1 AND R312.2.22.IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AMINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICHTHE WINDOW IS LOCATED WINDOW FALL PROTECTION T 1.EXTERIOR WINDOW AND EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS (CRC R337.8.2.1):A.BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINMUM OF ONETEMPERED PANE MEETING THE REQUIREMENTS OF CBC SECTION 2406 FORSAFETY GLAZING. 2.GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS,METAL REINFORCEMENT IN THE INTERLOCK AREA, AND BE CERTIFIED TO THE MOSTCURRENT EDITION OF ANSI/AAMA/NWWDA 101/I.S.2 STRUCTURAL REQUIREMENTS. CRC R337.8.2.1.1 HFSZ 1.BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOTLESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY EGRESS EMERGENCY ESCAPE AND RESCUE OPENINGS 1.NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL SHALL BE DESIGNATEDFOR EMERGENCY EGRESS & RESCUE.2.ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHESHIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOTGREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS 3.ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONALFROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS. E EMERGENCY ESCAPE AND RESCUE WINDOWS 1.NOTE: EXTERIOR DOORS LABELED W/ AN SYMBOL SHALL BE DESIGNATED FOREMERGENCY EGRESS & RESCUE.2.ESCAPE & RESCUE DOORS SHALL ARE PERMITTED TO BE SIDE HINGED OR A SLIDER.3.THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE IN ACCORDANCE WITHSECTION R310.2.1 E EMERGENCY ESCAPE AND RESCUE DOORS BATH AND SHOWER SPACES 1.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITHNONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHTOF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (SEC R307.2) 2.ALL GLASS SHOWER AND TUB/SHOWER DOORS SHALL BE TEMPERED.3.SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITHINDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, ORCOMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. VALVES SHALL BEADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUMMIXED WATER SETTING OF 120 DEGREES FAHRENHEIT. (C.P.C. SECTION 408.3) 4.PROVIDE 15" MINIMUM BETWEEN THE CENTER OF THE WATER CLOSET TO ANYSIDE WALL (C.P.C. 402.5)5.PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET (C.P.C. 402.5)6.BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATIONCAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (C.R.C. R303.3) LAUNDRY ROOM NOTES 1.UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S INSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION,DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTALCOMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO2.PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS3.WASHER SPACE, PROVIDE RECESSED WATER AND WASTE4.AT 2ND FLOOR, PROVIDE "SMITTY" PAN UNDER WASHER WITH DRAIN TO OUTSIDE SOFFIT SYMBOLS FLAT SOFFIT W/ TOP @ 9'-0" A.F.F. @ 10'-0" PL., @ 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESS OTHERWISE NOTED FLATTENED ARCH SOFFIT W/ TOP @ 9'-0" A.F.F. & SPRING POINT@ 8'-0" A.F.F. @ 10'-0" PL., TOP @ 8'-0" A.F.F & SPRING POINT @ 7'-0" A.F.F. @ 9'-0" PLATE OR TOP @ 7'-6" A.F.F & SPRING POINT@ 6'-6" A.F.F. @ 8'-0" PLATE UNLESS OTHERWISE NOTED WALL LEGEND 2X4 WALL 2X6 WALL 2X LOW WALL - HEIGHTPER FLOOR PLAN FULL ARCH SOFFIT W/ TOP OF ARCH @ 9'-0" A.F.F. @ 10'-0" PL., 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESSOTHERWISE NOTED ELLIPTICAL ARCH SOFFIT AS NOTED IN PLAN OR ELEVATION 1 HR. RATED UNITSEPARATION WALL E 4'-112" UNIT2 UNIT3 E 4'-112" 89'-10" UNIT2UNIT3 UNIT 3GARAGEUNIT 2GARAGEUNIT 2GARAGEUNIT 3GARAGE 1'-6"1'-6" 22'-1"2"21'-1"2"21'-1"2"22'-1" 86'-10" 54 ' - 0 " 2' - 0 " 14 ' - 3 12" 10 ' - 1 0 " 4' - 4 12" 14 ' - 6 " 6' - 0 " 2' - 0 " 13'-0"14'-1012"14'-2"15'-212"14'-7"13'-0" 84'-10" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " LEVEL ONE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 4-UNIT FLOORPLAN E E E AA UNIT2 UNIT3 3'- 0 " E E E AA 89'-10" UNIT2UNIT3 3'- 0 " LEVEL TWO 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 4-UNIT FLOORPLAN 5.1.h Packet Pg. 290 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.3 ZIPPER TOWNS 4-PLEX FLOOR PLAN & ROOF PLAN W/ SOLAR ZONES NORTH SOUTH EAST WEST NORTH SOUTH EAST WEST AREA OF POTENTIAL SOLAR ZONE E E E AA E AA UNIT2 UNIT3 E AA 89'-10" UNIT2 UNIT3 21'-1"6'-4"15'-1"14'-11"6'-4"21'-1" E EE AA LEVEL THREE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 4-UNIT FLOORPLAN 5.1.h Packet Pg. 291 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 22 VINE 23 AVALON 21 IVY ZIPPER TOWNS A22.4 ZIPPER TOWNS 4-PLEXELEVATIONS MATERIAL NOTES 1. COMPOSITION SHINGLE ROOF2. STUCCO3. CEMENTITIOUS SIDING 4. CEMENTITIOUS TRIM5. FIBERGLASS ENTRY DOOR 6. METAL RAILING7. EXTERIOR LIGHTING8. ADDRESS PLAQUE 5 6 4 7 8 3 1 2 5.1.h Packet Pg. 292 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.5 ZIPPER TOWNS 6-PLEX FLOOR PLANS OVERALL BUILDING "6-PLEX" FIRST FLOOR PLAN 1/4" = 1/-0" UNIT 1 UNIT 1 UNIT 2 UNIT 3 MA T C H L I N E MA T C H L I N E MA T C H L I N E MA T C H L I N E UNIT 1 GARAGE UNIT 1 GARAGE UNIT 2 GARAGE UNIT 3 GARAGE T20 5 0 SH 30 5 0 S H 30 2 6 F X BE L O W 20 5 0 SH 40 5 0 SL 30 5 0 S H 30 2 6 F X BE L O W 2880 FR. D R . 30 8 0 S C 80 8 0 SG D 30 5 0 S H 30 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 30 8 0 S C T 30 5 0 S H 30 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 30 8 0 S C 2050 SH 2050 SH 2030 SH 3080 SC 2668 LOU V E R 2668LOUVER 26 6 8 L O U V E R SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . 16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR 132'-4" 1'-6"129'-4" 13'-0"14'-7"14'-9" 127'-4" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 12'-11"8'-6" 1' - 7 12" 6" 2'-6" 8'-4"12'-11" E SQUARE FOOTAGE BUILDING 6 - OVERALL FIRST FLOOR - CONDITIONED =3490 SQ. FT. SECOND FLOOR - CONDITIONED =6382 SQ. FT. THIRD FLOOR - CONDITIONED =3570 SQ. FT. TOTAL - CONDITIONED =13442 SQ. FT. TOTAL GARAGE =2710 SQ. FT. A6-A2-1L BLDG. 6 wo o d l e y ar c h i t e c t u r a l gr o u p , i n c . 2943 S. Pullman Street, Suite A Santa Ana, California 92705 V. 949.553.8919 F. 949.553.8909 731 SouthPark Dr., Suite B Littleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: VI N E DU B L I N , C A L I F O R N I A BR O O K F I E L D H O M E S BF 1610B MS 04/19/2017 30% PROGRESS CD SET 1.GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH CRC SECTION R308.3 2.GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THE WORD 'TEMPERED' OR 'TEMP' OR GLAZING & FALL PROTECTION SAFETY GLAZING 1.ALL GLAZING SHALL COMPLY WITH CRC SECTION R308 2.ALL GLAZING SHALL BE DUAL PANE INSULATING GLASS U.N.O. IN THE TITLE 24 REPORT 3.WINDOW CALLOUTS ARE AS FOLLOWS: SL = SLIDER SH = SINGLE HUNG FG = FIXED GLASS CA = CASEMENT 1.WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R312.2.1 AND R312.2.2 2.IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED WINDOW FALL PROTECTION T 1.EXTERIOR WINDOW AND EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS (CRC R337.8.2.1): A.BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF CBC SECTION 2406 FOR SAFETY GLAZING. 2.GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS, METAL REINFORCEMENT IN THE INTERLOCK AREA, AND BE CERTIFIED TO THE MOST CURRENT EDITION OF ANSI/AAMA/NWWDA 101/I.S.2 STRUCTURAL REQUIREMENTS. CRC R337.8.2.1.1 HFSZ 1.BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY EGRESS EMERGENCY ESCAPE AND RESCUE OPENINGS 1.NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL SHALL BE DESIGNATED FOR EMERGENCY EGRESS & RESCUE. 2.ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHES HIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS 3.ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONAL FROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS. E EMERGENCY ESCAPE AND RESCUE WINDOWS 1.NOTE: EXTERIOR DOORS LABELED W/ AN SYMBOL SHALL BE DESIGNATED FOR EMERGENCY EGRESS & RESCUE. 2.ESCAPE & RESCUE DOORS SHALL ARE PERMITTED TO BE SIDE HINGED OR A SLIDER. 3.THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE IN ACCORDANCE WITH SECTION R310.2.1 E EMERGENCY ESCAPE AND RESCUE DOORS BATH AND SHOWER SPACES 1.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (SEC R307.2) 2.ALL GLASS SHOWER AND TUB/SHOWER DOORS SHALL BE TEMPERED. 3.SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. VALVES SHALL BE ADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 DEGREES FAHRENHEIT. (C.P.C. SECTION 408.3) 4.PROVIDE 15" MINIMUM BETWEEN THE CENTER OF THE WATER CLOSET TO ANY SIDE WALL (C.P.C. 402.5) 5.PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET (C.P.C. 402.5) 6.BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (C.R.C. R303.3) LAUNDRY ROOM NOTES 1.UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S INSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION, DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90 DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO 2.PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS 3.WASHER SPACE, PROVIDE RECESSED WATER AND WASTE 4.AT 2ND FLOOR, PROVIDE "SMITTY" PAN UNDER WASHER WITH DRAIN TO OUTSIDE SOFFIT SYMBOLS FLAT SOFFIT W/ TOP @ 9'-0" A.F.F. @ 10'-0" PL., @ 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESS OTHERWISE NOTED FLATTENED ARCH SOFFIT W/ TOP @ 9'-0" A.F.F. & SPRING POINT @ 8'-0" A.F.F. @ 10'-0" PL., TOP @ 8'-0" A.F.F & SPRING POINT @ 7'-0" A.F.F. @ 9'-0" PLATE OR TOP @ 7'-6" A.F.F & SPRING POINT @ 6'-6" A.F.F. @ 8'-0" PLATE UNLESS OTHERWISE NOTED WALL LEGEND 2X4 WALL 2X6 WALL 2X LOW WALL - HEIGHT PER FLOOR PLAN FULL ARCH SOFFIT W/ TOP OF ARCH @ 9'-0" A.F.F. @ 10'-0" PL., 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESS OTHERWISE NOTED ELLIPTICAL ARCH SOFFIT AS NOTED IN PLAN OR ELEVATION 1 HR. RATED UNIT SEPARATION WALL E 4'-112" UNIT1 UNIT2 UNIT3 E 4'-112" UNIT1UNIT2UNIT3 UNIT 3 GARAGE UNIT 2 GARAGEUNIT 1GARAGEUNIT 1GARAGE UNIT 2 GARAGE UNIT 3 GARAGE 132'-4" 1'-6"1'-6"129'-4" 54 ' - 0 " 2' - 0 " 14 ' - 3 12" 10 ' - 1 0 " 4' - 4 12" 14 ' - 6 " 6' - 0 " 2' - 0 " 13'-0"14'-7"14'-9"14'-9"14'-7"13'-0" 127'-4" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 12'-11"8'-6"8'-4"12'-11" LEVEL ONE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 6-UNIT FLOORPLAN E E E 3' - 0 " E E E AA UNIT1 UNIT 2 UNIT 3 3' - 0 " E E E AA 132'-4" UNIT1UNIT 2 UNIT 3 E E E 5' - 9 " LEVEL TWO 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 6-UNIT FLOORPLAN 5.1.h Packet Pg. 293 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.6 ZIPPER TOWNS 6-PLEX FLOOR PLAN & ROOF PLAN W/ SOLAR ZONES NORTH SOUTH EAST WEST NORTH SOUTH EAST WEST AREA OF POTENTIAL SOLAR ZONE E AA E E E AA E AA UNIT1 UNIT 2 UNIT3 E AA 132'-4" UNIT1UNIT 2 UNIT3 E EE AA E AA 21'-1"6'-6"14'-11"12'-9"8'-6"12'-9"8'-4"14'-11"6'-6"21'-1" LEVEL THREE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 6-UNIT FLOORPLAN 5.1.h Packet Pg. 294 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 22 VINE 23 AVALON 21 IVY ZIPPER TOWNS A22.7 ZIPPER TOWNS 6-PLEX ELEVATIONS MATERIAL NOTES 1. COMPOSITION SHINGLE ROOF2. STUCCO3. CEMENTITIOUS SIDING 4. CEMENTITIOUS TRIM5. FIBERGLASS ENTRY DOOR 6. METAL RAILING7. EXTERIOR LIGHTING8. ADDRESS PLAQUE 5 6 4 7 8 3 1 2 5.1.h Packet Pg. 295 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.8 ZIPPER TOWNS 7-PLEX FLOOR PLANS OVERALL BUILDING "7-PLEX" FIRST FLOOR PLAN 1/4" = 1/-0" UNIT 1 UNIT 2 UNIT 3 MA T C H L I N E MA T C H L I N E MA T C H L I N E MA T C H L I N E UNIT 1 GARAGE UNIT 2 GARAGE UNIT 3 GARAGE T20 5 0 SH 30 5 0 S H 30 2 6 F X BE L O W 20 5 0 SH 40 5 0 SL 30 5 0 S H 30 2 6 F X BE L O W 2880 FR. D R . 30 8 0 S C 80 8 0 SG D 30 5 0 S H 30 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 30 8 0 S C T 26 5 0 S H 26 2 6 F X BE L O W 2050 SH 2050 SH 2030 SH 3080 SC 266 8 LO U V E R 2668LOUVER 26 6 8 L O U V E R SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . 16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR UNIT 1 UNIT 1 GARAGE 30 5 0 S H 30 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 30 8 0 S C SL O P E 2 " M I N . 16080 SECTIONAL GARAGE DOOR 153'-7" 1'-6"150'-7" 13'-0"14'-7"14'-9" 148'-7" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 12'-11" 1' - 7 12" 6" 2'-6" 8'-4"12'-11"8'-4"12'-11" E SQUARE FOOTAGE BUILDING 7 - OVERALL FIRST FLOOR - CONDITIONED =4109 SQ. FT. SECOND FLOOR - CONDITIONED =7472 SQ. FT. THIRD FLOOR - CONDITIONED =4043 SQ. FT. TOTAL - CONDITIONED =15624 SQ. FT. TOTAL GARAGE =3159 SQ. FT. A7-A2-1L BLDG. 7 wo o d l e y ar c h i t e c t u r a l gr o u p , i n c . 2943 S. Pullman Street, Suite A Santa Ana, California 92705 V. 949.553.8919 F. 949.553.8909 731 SouthPark Dr., Suite B Littleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: VI N E DU B L I N , C A L I F O R N I A BR O O K F I E L D H O M E S BF 1610B MS 04/19/2017 30% PROGRESS CD SET 1.GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH CRC SECTION R308.3 2.GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THE WORD 'TEMPERED' OR 'TEMP' OR GLAZING & FALL PROTECTION SAFETY GLAZING 1.ALL GLAZING SHALL COMPLY WITH CRC SECTION R308 2.ALL GLAZING SHALL BE DUAL PANE INSULATING GLASS U.N.O. IN THE TITLE 24 REPORT 3.WINDOW CALLOUTS ARE AS FOLLOWS: SL = SLIDER SH = SINGLE HUNG FG = FIXED GLASS CA = CASEMENT 1.WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R312.2.1 AND R312.2.2 2.IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED WINDOW FALL PROTECTION T 1.EXTERIOR WINDOW AND EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS (CRC R337.8.2.1): A.BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF CBC SECTION 2406 FOR SAFETY GLAZING. 2.GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS, METAL REINFORCEMENT IN THE INTERLOCK AREA, AND BE CERTIFIED TO THE MOST CURRENT EDITION OF ANSI/AAMA/NWWDA 101/I.S.2 STRUCTURAL REQUIREMENTS. CRC R337.8.2.1.1 HFSZ 1.BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY EGRESS EMERGENCY ESCAPE AND RESCUE OPENINGS 1.NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL SHALL BE DESIGNATED FOR EMERGENCY EGRESS & RESCUE. 2.ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHES HIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS 3.ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONAL FROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS. E EMERGENCY ESCAPE AND RESCUE WINDOWS 1.NOTE: EXTERIOR DOORS LABELED W/ AN SYMBOL SHALL BE DESIGNATED FOR EMERGENCY EGRESS & RESCUE. 2.ESCAPE & RESCUE DOORS SHALL ARE PERMITTED TO BE SIDE HINGED OR A SLIDER. 3.THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE IN ACCORDANCE WITH SECTION R310.2.1 E EMERGENCY ESCAPE AND RESCUE DOORS BATH AND SHOWER SPACES 1.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (SEC R307.2) 2.ALL GLASS SHOWER AND TUB/SHOWER DOORS SHALL BE TEMPERED. 3.SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. VALVES SHALL BE ADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 DEGREES FAHRENHEIT. (C.P.C. SECTION 408.3) 4.PROVIDE 15" MINIMUM BETWEEN THE CENTER OF THE WATER CLOSET TO ANY SIDE WALL (C.P.C. 402.5) 5.PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET (C.P.C. 402.5) 6.BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (C.R.C. R303.3) LAUNDRY ROOM NOTES 1.UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S INSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION, DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90 DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO 2.PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS 3.WASHER SPACE, PROVIDE RECESSED WATER AND WASTE 4.AT 2ND FLOOR, PROVIDE "SMITTY" PAN UNDER WASHER WITH DRAIN TO OUTSIDE SOFFIT SYMBOLS FLAT SOFFIT W/ TOP @ 9'-0" A.F.F. @ 10'-0" PL., @ 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESS OTHERWISE NOTED FLATTENED ARCH SOFFIT W/ TOP @ 9'-0" A.F.F. & SPRING POINT @ 8'-0" A.F.F. @ 10'-0" PL., TOP @ 8'-0" A.F.F & SPRING POINT @ 7'-0" A.F.F. @ 9'-0" PLATE OR TOP @ 7'-6" A.F.F & SPRING POINT @ 6'-6" A.F.F. @ 8'-0" PLATE UNLESS OTHERWISE NOTED WALL LEGEND 2X4 WALL 2X6 WALL 2X LOW WALL - HEIGHT PER FLOOR PLAN FULL ARCH SOFFIT W/ TOP OF ARCH @ 9'-0" A.F.F. @ 10'-0" PL., 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESS OTHERWISE NOTED ELLIPTICAL ARCH SOFFIT AS NOTED IN PLAN OR ELEVATION 1 HR. RATED UNIT SEPARATION WALL E 4'-112" UNIT1 UNIT 2 UNIT 3 E 4'-112" UNIT1UNIT 2 UNIT 3 UNIT 3GARAGEUNIT 2GARAGEUNIT 1 GARAGE UNIT 1 GARAGE UNIT 2GARAGEUNIT 3GARAGE UNIT1 UNIT 1 GARAGE 153'-7" 1'-6"1'-6"150'-7" 54 ' - 0 " 2' - 0 " 14 ' - 3 12" 10 ' - 1 0 " 4' - 4 12" 14 ' - 6 " 6' - 0 " 2' - 0 " 13'-0"14'-7"14'-9"14'-9"14'-7"13'-0" 148'-7" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 12'-11"8'-6"8'-4"12'-11"8'-4"12'-11" LEVEL ONE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 7-UNIT FLOORPLAN E E E 3' - 0 " E E E AA UNIT1 UNIT2 UNIT3 3' - 0 " E E E AA 153'-7" UNIT1UNIT2UNIT3 E E E 5' - 9 " E E E UNIT1 LEVEL TWO 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 7-UNIT FLOORPLAN 5.1.h Packet Pg. 296 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.9 ZIPPER TOWNS 7-PLEX FLOOR PLAN & ROOF PLAN W/ SOLAR ZONES NORTH SOUTH EAST WEST NORTH SOUTH EAST WEST AREA OF POTENTIAL SOLAR ZONE E AA E E E AA E AA UNIT1 UNIT 2 UNIT3 E AA 153'-7" UNIT1UNIT 2 UNIT3 E EE AA E AA 21'-1" 2" 6'-6"14'-11"12'-312"8'-1112"12'-312"8'-912"14'-11"6'-6"21'-1" E E EEEE E AA UNIT1 12'-312"8'-1112" LEVEL THREE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 7-UNIT FLOORPLAN 5.1.h Packet Pg. 297 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 22 VINE 23 AVALON 21 IVY ZIPPER TOWNS A22.10 ZIPPER TOWNS 7-PLEX ELEVATIONS MATERIAL NOTES 1. COMPOSITION SHINGLE ROOF2. STUCCO3. CEMENTITIOUS SIDING 4. CEMENTITIOUS TRIM5. FIBERGLASS ENTRY DOOR 6. METAL RAILING7. EXTERIOR LIGHTING8. ADDRESS PLAQUE 5 4 7 1 2 6 3 8 5.1.h Packet Pg. 298 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.11 ZIPPER TOWNS PLAN 1 FLOOR PLANS 5.1.h Packet Pg. 299 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.12 ZIPPER TOWNS PLAN 2 FLOOR PLANS 5.1.h Packet Pg. 300 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.13 ZIPPER TOWNS PLAN 3 FLOOR PLANS 5.1.h Packet Pg. 301 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.14 ZIPPER TOWNS SECTIONS & BUILDING ANALYSIS BUILDING ANALYSIS VINE: 3 STORY R-2 – TYPE VB REFERENCE: 2016 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS, TITLE 24Part 1 of 2 THIS BUILDING CONSISTS OF MULTIPLE DWELLING UNITS SEPARATED BY FIRE PARTITIONS USE AND OCCUPANCY: R-2 BUILDING (CBC 310.4 & 312.1) U: PRIVATE GARAGE CONSTRUCTION TYPE: TYPE VB (NON–RATED)(CBC SECTION 602.5) SEPARATION OF DWELLING UNITS: MINIMUM ½ HOUR PARTITION BETWEEN DWELLING AND (CBC SECTION 708.3) SLEEPING UNITS ALLOWABLE HEIGHT: TYPE VB: 60 FEET WITHOUT AREA INCREASE ALLOWABLE STORIES: R2-TYPE VB 3 STORIES WITH NFPA 13 SPRINKLER SYSTEM(CBC TABLE 504.4) ALLOWABLE AREA: R2-7,000 SF WITH NFPA 13 SPRINKLER SYSTEM (WITH HEIGHT INCREASE)(CBC TABLE 506.2) FIRE SUPPRESSION SYSTEM: NFPA 13 FIRE SPRINKLER SYSTEM CBC TABLE 504.4 PERMITS 3 STORIES FOR R2 WITH THIS SPRINKLER SYSTEMRATED EXTERIOR WALLS: NO RATING REQUIRED PER TABLE 601 RATED WHEN LESS THAN 10’ FIRE SEPARATION PER TABLE 602 ALLOWABLE OPENINGS: UNLIMITED WHEN EXTERIOR WALL NOT RATED PER 705.8.1, EXCEPTION 2 LIMITED PER TABLE 705.8 WHEN EXTERIOR WALL IS RATED ROOF ACCESS: NOT REQUIRED VIA INTERIOR STAIR EXITING: 125 MAXIMUM TRAVEL DISTANCE EACH SLEEPING ROOM REQUIRES EMERGENCY ESCAPE AND RESCUE APPLICATION: THE BUILDING IS CONDO MAPPED WITH NO REAL PROPERTY LINES BETWEEN DWELLING UNITS. WITH THE BUILDING BEING ATTACHED, AND THE COMPOSITE BUILDING BEING MORE THAN 4 UNITS, CBC CHAPTER 11A APPLIES. ALL UNITS ARE MULTI-STORY DWELLING UNITS. 10% OF THE UNITS MINIMUM SHALL COMPLY WITH CBC SECTION 1102A.3 5.1.h Packet Pg. 302 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.15 ZIPPER TOWNS SECTIONS 5.1.h Packet Pg. 303 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.16 ZIPPER TOWNS LEVEL ONE EMERGENCY ESCAPE PATH 5.1.h Packet Pg. 304 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.17 ZIPPER TOWNS LEVEL TWO EMERGENCY ESCAPE PATH 5.1.h Packet Pg. 305 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.18 ZIPPER TOWNS LEVEL THREE EMERGENCY ESCAPE PATH 5.1.h Packet Pg. 306 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 21 IVY 23 AVALON 22 VINE A22.19 ZIPPER TOWNS STORAGE EXHIBIT 10 ' - 0 " TY P . 5'-0" TYP. STORAGE ABOVE STORAGE ABOVE KITCHEN 2-BAY GARAGE 20'-6" x 20'-1" TRASH 80' CUBIC FEET OF STORAGE IN GARAGE LINE OF 2ND FLOOR WH 2-BAY GARAGE 20'-6" x 20'-1" TRASH 75' CUBIC FEET OF STORAGE IN GARAGE WH 2-BAY GARAGE 20'-6" x 20'-1" ME T E R S FI R E RI S E R RO O M WH 30X48 36X48 NOTE: THIS UNIT IS ADAPTABLE 10 ' - 0 " TY P . STORAGE ABOVE STORAGE ABOVE 10 ' - 0 " TY P . STORAGE ABOVE STORAGE ABOVE PLAN 3 PLAN 2 PLAN 1 5.1.h Packet Pg. 307 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) 22 VINE 23 AVALON 21 IVY ZIPPER TOWNS A22.20 ZIPPER TOWNS COLORS & MATERIALS 5.1.h Packet Pg. 308 At t a c h m e n t : 3 F . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 2 ( B o u l e v a r d ) A23.1 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS FIRST FLOOR PLAN -ACCESSIBLE UNIT 5.1.i Packet Pg. 309 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.2 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS SECOND FLOOR PLAN 5.1.i Packet Pg. 310 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.3 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS THIRD FLOOR PLAN 5.1.i Packet Pg. 311 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.4 NORTH SOUTH EAST WEST NORTH SOUTH EAST WEST AREA OF POTENTIAL SOLAR ZONE 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS ROOF PLAN & ROOF PLAN W/ SOLAR ZONES BUILDING ANALYSIS Avalon 3 STORY R-2 – TYPE VB REFERENCE: 2016 CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS, TITLE 24 Part 1 of 2 THIS BUILDING CONSISTS OF MULTIPLE DWELLING UNITS SEPARATED BY FIRE PARTITIONS USE AND OCCUPANCY: R-2 BUILDING (CBC 310.4 & 312.1) U: PRIVATE GARAGE CONSTRUCTION TYPE: TYPE VB (NON–RATED) (CBC SECTION 602.5) SEPARATION OF DWELLING UNITS: MINIMUM ½ HOUR PARTITION BETWEEN DWELLING AND (CBC SECTION 708.3) SLEEPING UNITS ALLOWABLE HEIGHT: TYPE VB: 60 FEET MAXIMUM (40 FEET PER TABLE 504.3/20 FEET ADDITIONAL PER FOOTNOTE J) ALLOWABLE STORIES: R2-TYPE VB 3 STORIES WITHOUT USING AREA INCREASE (CBC TABLE 504.4) ALLOWABLE AREA: R2-7000 SF WITH 13 R SPRINKLER SYSTEM (CBC TABLE 506.2) FIRE SUPPRESSION SYSTEM: NFPA 13 R FIRE SPRINKLER SYSTEM CBC TABLE 504.4 PERMITS 3 STORIES FOR R2 WITH THIS SPRINKLER SYSTEM RATED EXTERIOR WALLS: NO RATING REQUIRED PER TABLE 601 RATED WHEN LESS THAN 10’ FIRE SEPARATION PER TABLE 602 ALLOWABLE OPENINGS: UNLIMITED WHEN EXTERIOR WALL NOT RATED PER 705.8.1, EXCEPTION 2 LIMITED PER TABLE 705.8 WHEN EXTERIOR WALL IS RATED ROOF ACCESS: NOT REQUIRED VIA INTERIOR STAIR EXITING: 125 MAXIMUM TRAVEL DISTANCE EACH SLEEPING ROOM REQUIRES EMERGENCY ESCAPE AND RESCUE APPLICATION: THE BUILDING IS CONDO MAPPED WITH NO REAL PROPERTY LINES BETWEEN DWELLING UNITS. WITH THE BUILDING BEING ATTACHED, AND THE COMPOSITE BUILDING BEING MORE THAN 4 UNITS, CBC CHAPTER 11A APPLIES. ALL UNITS ARE MULTI- STORY DWELLING UNITS. 10% OF THE UNITS MINIMUM SHALL COMPLY WITH CBC SECTION 1102A.3 5.1.i Packet Pg. 312 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.5 MATERIAL NOTES 1. FLAT CONCRETE ROOF TILE 2. STUCCO 3. EXTERIOR WOOD STYLE TILE OR EQUAL 4. METAL RAILING 5. FIBERGLASS ENTRY DOOR 6. STEEL GARAGE DOOR 7. BRICK VENEER OR EQUAL 8. ILLUMINATED ADDRESS PLAQUE 9. WOOD POST 22 VINE 23 AVALON 21 IVY CARRIAGE TOWNS ELEVATIONS COLOR SCHEME 1 5.1.i Packet Pg. 313 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.6 MATERIAL NOTES 1. FLAT CONCRETE ROOF TILE 2. STUCCO 3. EXTERIOR WOOD STYLE TILE OR EQUAL 4. METAL RAILING 5. FIBERGLASS ENTRY DOOR 6. STEEL GARAGE DOOR 7. BRICK VENEER OR EQUAL 8. ILLUMINATED ADDRESS PLAQUE 9. WOOD POST 22 VINE 23 AVALON 21 IVY CARRIAGE TOWNS ELEVATIONS COLOR SCHEME 2 5.1.i Packet Pg. 314 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.7 MATERIAL NOTES 1. FLAT CONCRETE ROOF TILE 2. STUCCO 3. EXTERIOR WOOD STYLE TILE OR EQUAL 4. METAL RAILING 5. FIBERGLASS ENTRY DOOR 6. STEEL GARAGE DOOR 7. BRICK VENEER OR EQUAL 8. ILLUMINATED ADDRESS PLAQUE 9. WOOD POST 22 VINE 23 AVALON 21 IVY CARRIAGE TOWNS ELEVATIONS COLOR SCHEME 3 5.1.i Packet Pg. 315 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.8 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS PLAN 1 FLOOR PLAN THIRD FLOOR SECOND FLOOR FIRST FLOOR 5.1.i Packet Pg. 316 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.9 THIRD FLOOR SECOND FLOOR FIRST FLOOR 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS PLAN 2 FLOOR PLAN 5.1.i Packet Pg. 317 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.10 THIRD FLOOR SECOND FLOOR FIRST FLOOR 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS PLAN 3 FLOOR PLAN 5.1.i Packet Pg. 318 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.11 FRONT SECTION 1/4" = 1/-0" 8' - 0 " T.O. GRADE 9' - 1 " 9' - 1 " 8' - 0 " T.O. WIN. T.O. PLATE T.O. PLATE T.O. WIN. FIN. FLR. 9' - 1 " 8' - 0 " T.O. PLATE T.O. WIN. FIN. FLR. 8' - 0 " T.O. GRADE 9' - 1 " 9' - 1 " 8' - 0 " T.O. WIN. T.O. PLATE T.O. PLATE T.O. WIN. FIN. FLR. 9' - 1 " 8' - 0 " T.O. PLATE T.O. WIN. FIN. FLR. UNIT 1 UNIT 1 UNIT 1 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 2 UNIT 3 UNIT 3 UNIT 3 FIN. FLR.FIN. FLR. wo o d l e y architecturalgroup,inc. 2943 S. Pullman Street, Suite A Santa Ana, California 92705 V. 949.553.8919 F. 949.553.8909 731 SouthPark Dr., Suite B Littleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: AV A L O N : B O U L E V A R D 2 4 CA R R I A G E T O W N S XX X , C A L I F O R N I A CA L A T L A N T I C H O M E S CANC-1604 MS 11/07/2016 A1-A3-14 SECTION 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS SECTION 5.1.i Packet Pg. 319 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.12 E E EMERGENCY ESCAPE PLAN FIRST FLOOR PLAN 1/8" = 1/-0" UNIT 1 UNIT 1 UNIT 2 UNIT 3 ACCESSIBLE UNIT 2 13' UNIT 1 TOTAL ESCAPE PATH DISTANCE = 111' FEET 17' UNIT 2 TOTAL ESCAPE PATH DISTANCE = 112' FEET 14' UNIT 3 TOTAL ESCAPE PATH DISTANCE = 122' FEET UNIT 1 UNIT 2 UNIT 3 ACCESSIBLE UNIT 2 UNIT 1 43' 37' 36' EMERGENCY ESCAPE PLAN SECOND FLOOR PLAN 1/8" = 1/-0" OPT. SINKOPT. SINKOPT.SINKOPT. SINKOPT.SINKOPT. SINKOPT. SINKUNIT 1UNIT 2UNIT 3ACCESSIBLEUNIT 2UNIT 155'58'72'EMERGENCY ESCAPE PLANTHIRD FLOOR PLAN1/8" = 1/-0"woodleyarchitecturalgroup,inc.2943 S. Pullman Street, Suite ASanta Ana, California 92705V. 949.553.8919 F. 949.553.8909731 SouthPark Dr., Suite BLittleton, Colorado 80120V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: AV A L O N : B O U L E V A R D 2 3 CARRIAGE TOWNS DUBLIN, CALIFORNIA CALATLANTIC HOMES CANC-1604 MS 10/20/2017 C:\~Woodley\_Updated Blocks\Stamps\Debs CA Stamp 2017 Black and White Signature.jpg THIS PROJECT IS DESIGNED BASED ON THE CALIFORNIABUILDING CODE - CBC 2016.PROPOSED USE: MULTI-FAMILY ATTACHEDOCCUPANCY: R2 & UCONSTRUCTION TYPE: VA - 1 HOUR BUILDINGNUMBER OF STORIES: 3SPRINKLER SYSTEM: NFPA-13NOTE: NO FIRE WALLS. FIRE PARTITIONS ARE USED BETWEENUNITSBUILDING ANALYSIS 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS EMERGENCY ESCAPE PLAN 5.1.i Packet Pg. 320 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.13 E E EMERGENCY ESCAPE PLAN FIRST FLOOR PLAN 1/8" = 1/-0" UNIT 1 UNIT 1 UNIT 2 UNIT 3 ACCESSIBLE UNIT 2 13' UNIT 1 TOTAL ESCAPE PATH DISTANCE = 111' FEET 17' UNIT 2 TOTAL ESCAPE PATH DISTANCE = 112' FEET 14' UNIT 3 TOTAL ESCAPE PATH DISTANCE = 122' FEET UNIT 1 UNIT 2 UNIT 3 ACCESSIBLE UNIT 2 UNIT 1 43' 37' 36' EMERGENCY ESCAPE PLAN SECOND FLOOR PLAN 1/8" = 1/-0" OPT. SINK OPT. SINKOPT.SINK OPT. SINKOPT.SINK OPT. SINKOPT. SINKUNIT 1 UNIT 2 UNIT 3ACCESSIBLEUNIT 2UNIT 1 55'58'72'EMERGENCY ESCAPE PLANTHIRD FLOOR PLAN1/8" = 1/-0"woodleyarchitecturalgroup,inc.2943 S. Pullman Street, Suite ASanta Ana, California 92705V. 949.553.8919 F. 949.553.8909731 SouthPark Dr., Suite BLittleton, Colorado 80120V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: AV A L O N : B O U L E V A R D 2 3 CARRIAGE TOWNS DUBLIN, CALIFORNIA CALATLANTIC HOMES CANC-1604 MS 10/20/2017 C:\~Woodley\_Updated Blocks\Stamps\Debs CA Stamp 2017 Black and White Signature.jpg THIS PROJECT IS DESIGNED BASED ON THE CALIFORNIABUILDING CODE - CBC 2016.PROPOSED USE: MULTI-FAMILY ATTACHEDOCCUPANCY: R2 & UCONSTRUCTION TYPE: VA - 1 HOUR BUILDINGNUMBER OF STORIES: 3SPRINKLER SYSTEM: NFPA-13NOTE: NO FIRE WALLS. FIRE PARTITIONS ARE USED BETWEENUNITSBUILDING ANALYSIS 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS EMERGENCY ESCAPE PLAN 5.1.i Packet Pg. 321 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.14 E E EMERGENCY ESCAPE PLAN FIRST FLOOR PLAN 1/8" = 1/-0" UNIT 1 UNIT 1 UNIT 2 UNIT 3 ACCESSIBLE UNIT 2 13' UNIT 1 TOTAL ESCAPE PATH DISTANCE = 111' FEET 17' UNIT 2 TOTAL ESCAPE PATH DISTANCE = 112' FEET 14' UNIT 3 TOTAL ESCAPE PATH DISTANCE = 122' FEET UNIT 1 UNIT 2 UNIT 3 ACCESSIBLE UNIT 2 UNIT 1 43' 37' 36' EMERGENCY ESCAPE PLAN SECOND FLOOR PLAN 1/8" = 1/-0" OPT. SINK OPT. SINK OPT.SINK OPT. SINK OPT.SINK OPT. SINK OPT. SINK UNIT 1 UNIT 2 UNIT 3 ACCESSIBLE UNIT 2 UNIT 1 55' 58' 72' EMERGENCY ESCAPE PLAN THIRD FLOOR PLAN 1/8" = 1/-0" wo o d l e y ar c h i t e c t u r a l gr o u p , i n c . 2943 S. Pullman Street, Suite A Santa Ana, California 92705 V. 949.553.8919 F. 949.553.8909 731 SouthPark Dr., Suite B Littleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: AV A L O N : B O U L E V A R D 2 3 CA R R I A G E T O W N S DU B L I N , C A L I F O R N I A CA L A T L A N T I C H O M E S CANC-1604 MS 10/20/2017 C:\~Woodley\_Updated Blocks\Stamps\Debs CA Stamp 2017 Black and White Signature.jpg 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: 3 SPRINKLER SYSTEM: NFPA-13 NOTE: NO FIRE WALLS. FIRE PARTITIONS ARE USED BETWEEN UNITS BUILDING ANALYSIS 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS EMERGENCY ESCAPE PLAN 5.1.i Packet Pg. 322 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.15 21 IVY 23 AVALON 22 VINE CARRIAGE TOWNS STORAGE EXHIBIT 5.1.i Packet Pg. 323 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) A23.16 22 VINE 23 AVALON 21 IVY CARRIAGE TOWNS COLORS & MATERIALS 5.1.i Packet Pg. 324 At t a c h m e n t : 3 G . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 3 ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California NH24 OVERALL L4.1 LOMBARD APRIL 10, 2018 0’250’400’1000’ SITE PLAN NEIGHBORHOOD 24 5.1.j Packet Pg. 325 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 34 5 34 0 3 4 5 3 4 0 HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 77 71 65 59 52 48 44 40 36 2132282480 75 2279959199 72 76 55 56 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 201888185849297969312134516178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990829887869483100 C H A B O T C R E E K ZO N E 7 A C C E S S R O A D D A C E A A F 500' RADIUS VISUALINTRUSION BUFFER F G AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 1 SI T E P L A N NE I G H B O R H O O D 2 4 ( P H A S E 5 ) SI T E S U M M A R Y TO T A L A C R E S : 10 . 2 ± A C NH 2 4 U N I T C O U N T : 10 0 M O T O R C O U R T U N I T S DE N S I T Y : 9. 8 d u / A C LE G E N D RE S T R I C T E D W I N D O W S O N B U I L D I N G EL E V A T I O N S O V E R 2 5 ' EN H A N C E D E L E V A T I O N L O C A T I O N S 5. 1 . j Pa c k e t P g . 3 2 6 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 2 LA N D U S E S U M M A R Y 5. 1 . j Pa c k e t P g . 3 2 7 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) SECTION A-A C/L F/C0.5'B/CNTSSTREETS N AND O 8'PARKING R/W5' S/W5' PUE36'46' PUE, PAE, DSRSD, EVAE10'TRAVEL LANE F/C0.5'B/C8'PARKING R/W5' S/W5' PUE10'TRAVEL LANEBUILDINGBUILDING SE C T I O N B - B NT S CO U R T S G 3 - T 3 & V 3 - B 4 SE C T I O N C - C F / C 0. 5 ' B / C NT S CO U R T U 3 R / W 5' S / W 5' P U E 42 ' VA R I E S - P U E , P A E , D S R S D , E V A E BU I L D I N G 12 ' TR A V E L W A Y 12 ' TR A V E L W A Y 18 ' P A R K I N G B N D Y VA R I E S CH A B O T CR E E K L/ S RO L L E D C U R B FLUS H C U R B 4' S/ W 11 ' TR A V E L W A Y 11 ' TR A V E L W A Y F / C F / C 22 ' B / W B / C DW Y A P R O N GARAGE F L R . C / L 4' - 8 ' DW Y A P R O N GA R A G E F L R . 4' - 8 ' 0. 5 ' 0. 5 ' 26 . 5 ' P U E , P A E , E V A E , D S R S D P / L 6' BU I L D I N G 10 ' 5T H S T R E E T (N H 2 4 ) TR A C T 8 3 7 3 AR M Y F E N C E SE C T I O N E - E NT S CA M P P A R K S SECTION D-DNTSSTREET P (EAST END)F/C0.5'B/C R/W5' S/W5' PUE46'51.5' PUE, PAE, EVAE, DSRSDBUILDING14'TRAVEL WAY 18'PARKING R/W14'TRAVEL WAYCHABOTCREEK BNDYVARIESBIORETENTION12'TRAIL VARIESF/C0.5'B/C 7' M A S O N R Y W A L L WI T H R E T A I N I N G SECTION F - F NTS CHABOT CR E E K 10 ' SI D E W A L K 1'MIN 12' TRAIL12'+LANDSCAPE 5' ± L/ S 105'ALAMEDA COUNTY ZONE 7 P A R C E L 3:1 SLOPE 3 : 1 S L O P E ZONE 7 ACCESS LOT 54 BUILDING FACE TOP OF BANK P / L 12' TRAIL ANDLANDSCAPE AREAHOA MAINTAINED RI P A R I A N L A N D S C A P E W I T H I N T H E Z O N E 7 C H A N N E L PA R C E L A N D W I T H I N T H E B U F F E R A R E A S S H A L L B E SU B J E C T T O R E V I E W / A P P R O V A L B Y Z O N E 7 . ( T O B E DE T A I L E D O N L A N D S C A P E P L A N S B Y G A T E S AS S O C I A T E S / C A R D N O ) 20' ZONE 7 ACCESS EASEMENT * 1' MI N HO R I Z O N P A R K W A Y SE C T I O N G - G NT S CH A B O T C R E E K 1' MI N 12 ' T R A I L 13 . 5 ' LA N D S C A P E ZO N E 7 A C C E S S LOT 55 BUILDING FACE TOP OF BANK NE I G H B O R H O O D 2 4 P / L 12 ' T R A I L A N D LA N D S C A P E A R E A HO A M A I N T A I N E D 20 ' Z O N E 7 A C C E S S E A S E M E N T HE A D W A L L AL A M E D A C O U N T Y Z O N E 7 P A R C E L HO R I Z O N P A R K W A Y TOP OF BANK (CHABOT CREEK ) FI N I S H G R A D E OV E R C U L V E R T HO A P A R C E L NEIGHBORHOOD 24 P/LHOA PARCEL AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 3 ST R E E T S E C T I O N S 5. 1 . j Pa c k e t P g . 3 2 8 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 3 4 5 3 4 0 82988786948318881858492979693121345 16 178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 20959199 72 76 55 56 2279 77 71 65 59 52 48 44 40 36 2132282480 75 1005900 6100 6200 5800 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 4 AD D R E S S P L A N 5. 1 . j Pa c k e t P g . 3 2 9 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 34 5 34 0 3 4 5 3 4 0 95 9199 72 76 55 56 77 71 65 59 52 48 44 40 36 2132282480 75 227926 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 201888185849297969312134516178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990829887869483NPNP NP NP NP NP NP NP100 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 5 PA R K I N G P L A N LE G E N D O N - S T R E E T G U E S T P A R K I N G S P A C E F I R E H Y D R A N T N O P A R K I N G Z O N E ( A T F I R E H Y D R A N T S ) NP I N - D R I V E G U E S T P A R K I N G S P A C E PA R K I N G S U M M A R Y RE Q U I R E D P A R K I N G : 2 C O V E R E D S P A C E S + 1 G U E S T S P A C E / U N I T : 30 0 S P A C E S PR O P O S E D : GA R A G E R E S I D E N T I A L S P A C E S : 20 0 RE S I D E N T I A L O N - S I T E P A R K I N G S P A C E S : 26 1 TO T A L P A R K I N G S P A C E S : 46 1 S P A C E S ( 4 . 6 2 S P A C E S / U N I T ) 5. 1 . j Pa c k e t P g . 3 3 0 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 3 4 5 3 4 0 77 71 65 59 52 48 44 40 36 2132282480 75 2279959199 72 76 55 56 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 201888185849297969312134516178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990829887869483100 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 6 PL A N TR A S H P I C K U P NO T E : A L L S T R E E T S A R E P R I V A T E . TR A S H W I L L B E P I C K E D U P I N B I N S A T TH E E N D O F I N D I V I D U A L D R I V E S . LE G E N D TR A S H S E R V I C E S R O U T E TR A S H B I N P I C K U P L O C A T I O N F O R N E I G H B O R H O O D 2 4 5. 1 . j Pa c k e t P g . 3 3 1 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 34 0 3 4 5 3 4 0 M PR O V I D E G A N G M A I L B O X E S F O R NE I G H B O R H O O D 2 4 77 71 65 59 52 48 44 40 36 2132282480 75 2279959199 72 76 55 56 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 201888185849297969312134516178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990829887869483100 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 7 PL A N MA I L B O X L O C A T I O N LE G E N D M PR E L I M I N A R Y M A I L B O X L O C A T I O N 1. ) F I N A L L O C A T I O N S U B J E C T T O U S P S A P P R O V A L 2. ) M A I L B O X E S T O F A C E T H E S I D E W A L K W I T H CO N C R E T E P A D A L L A R O U N D I T 5. 1 . j Pa c k e t P g . 3 3 2 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 3 4 5 3 4 0 PLAN 4APLAN 2A PLAN 3A PLAN 2APLAN 4APLAN 2A PLAN 3A PLAN 2APLAN 4APLAN 2A PLAN 3A PLAN 2APLAN 4APLAN 2A PLAN 3A PLAN 2APLAN 4APLAN 2A PLAN 3A PLAN 2A PLAN 2APLAN 2APLAN 2A PLAN 2APLAN 2APLAN 2A PLAN 2A PLAN 4APLAN 2A PLAN 4APLAN 2A PLAN 4A PLAN 2A PLAN 4A PLAN 2A PLAN 4A PLAN 2A PLAN 4A PLAN 2A PLAN 4A PLAN 2A PLAN 4A PLAN 2A PLAN 4A PLAN 3APLAN 2A PLAN 3APLAN 2A PLAN 3A PLAN 2A PLAN 3A PLAN 2A PLAN 3A PLAN 2A PLAN 3A PLAN 2A PLAN 3A PLAN 2A PLAN 3A PLAN 2A PLAN 4APLAN 2A PLAN 3A PLAN 2APLAN 4APLAN 2A PLAN 3A PLAN 2A PLAN 4APLAN 3APLAN 4APLAN 3APLAN 4APLAN 3A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 4A PLAN 3A FH 82988786948318881858492979693121345 16 178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 20959199 72 76 55 56 22 79 77 71 65 59 52 48 44 40 36 21 32 2824 80 75 FH FH FH FH FH FH FH FH100 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET O STREET NCOURT G3 COURT H3 COURT I3 COURT J3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 HA M M E R H E A D TU R N A R O U N D FH FHFHFH CO U R T T 3 COURT K3 C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 8 FI R E A C C E S S P L A N NOTE:1.PROPOSED BUILDINGS CONTAIN A 3rd STORY POP UP WITH AN EAVE HEIGHT OF30' OR LESS.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 20'-26'.PROPOSED FIRE HYDRANT(FH)LEGENDFIRE DEPARTMENT ACCESS ROUTEFHFRONT DOOR (SHOWN FOR MEDICALEMERGENCY PURPOSES)MINIMUM INSIDE TURN RADIUSHOSE PULL DISTANCE (200' MAX) 5. 1 . j Pa c k e t P g . 3 3 3 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 3 4 5 3 4 0 2 5 0 ' 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 20959199 72 76 55 56 2279 77 71 65 59 52 48 44 40 36 2132282480 75 82988786948318881858492979693121345 16 178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990100 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 250' C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 9 PL A N SI G H T D I S T A N C E 5. 1 . j Pa c k e t P g . 3 3 4 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 3 4 5 3 4 0 82988786948318881858492979693121345 16 178967101114152183 60 66 78 58 64 61 70 67 73 74 57 69 68 63 62 8990 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 20959199 72 76 55 56 2279 77 71 65 59 52 48 44 40 36 21322824XXXXXXXXXXXXXXXXXXXXXX XX XX XX XX XX XX XX XX X 80 75 **************** * * * * * * * * * * XXXX X X X X X X X X X X X* * * * * * * * * * 100 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 CROSSWALKS (TYP.) ARECONCEPTUAL AND WILL BEFINALIZED IN DESIGN********** C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 1 0 OR D I N A N C E UN I V E R S A L D E S I G N UD O C o m p l i a n t / E x c e p t i o n - P r i m a r y R e s i d e n c e . Fo r u n i t s w i t h w a l k w a y s l o p e g r a d i e n t g r e a t e r t h a n 8. 3 3 % , U n i t s a r e c o m p l i a n t t h r o u g h o p t i o n s 1 & 2 be l o w : Sc h e m a t i c A c c e s s i b l e P a t h o f T r a v e l 1. Ac c e s s t o h o m e b y p a r k i n g i n g a r a g e a n d en t e r i n g h o m e t h r o u g h g a r a g e d o o r w i t h op t i o n a l r a m p . 2. Ac c e s s f r o m s i d e w a l k t o f r o n t d o o r v i a wa l k w a y w i t h a s l o p e g r a d i e n t g r e a t e r t h a n 8. 3 3 % . H a n d r a i l s m a y b e r e q u i r e d . LE G E N D UD O C o m p l i a n t - P r i m a r y R e s i d e n c e So m e u n i t s r e q u i r e w a l k w a y s l o p e g r a d i e n t t o 8 . 3 3 % ma x . T h i s d e s i g n a t i o n a s s u m e s p e d e s t r i a n w a l k s t o fr o n t d o o r e n t r y f r o m p u b l i c w a y v i a t h e w a l k w a y . X * No t e s : 1. Fo r a l l P r i m a r y R e s i d e n c e s , t h e h o m e b u i l d e r sh a l l o f f e r t o t h e h o m e b u y e r a p o r t a b l e r a m p th a t c a n b e p l a c e d a t t h e e x t e r i o r d o o r t o t h e Pr i m a r y U n i t . 2. Ho u s e p l a n s , m o d e l , a n d s e t b a c k s i l l u s t r a t e d he r e a r e c o n c e p t u a l a n d s u b j e c t t o c h a n g e . 5. 1 . j Pa c k e t P g . 3 3 5 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 34 5 34 0 3 4 5 3 4 0 77 71 59 52 48 44 40 36 2132282480 75 2279959199 72 76 55 56 26 47 27 38 39 50 30 51 31 42 43 54 23 34 35 46 37 53 25 41 29 45 19 33 49 201888185849297969312134516178967101114152183 60 66 78 58 61 70 67 73 74 57 68 62 8990829887869483 64 65 64 69 63 100 ZO N E 7 A C C E S S R O A D HO R I Z O N P A R K W A Y ST R E E T P STREET OSTREET NCOURT G3 COURT H3 COURT I3 COURT J3 COURT K3COURT D4COURT C4COURT B4 COURT Z3COURT A4 COURT L3COURT M3COURT N3 COURT O3 COURT P3 COURT Q3 COURT R3 COURT S3 COURT Y3 COURT X3 COURT W3 COURT V3 COURT U3 COURT T3 C H A B O T C R E E K AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 4-5 DU B L I N , C A L I F O R N I A OV E R A L L LO M B A R D NE I G H B O R H O O D 2 4 0 50 10 0 FE E T 15 0 C. 4 . 1 1 RE S P O N S I B I L I T Y P L A N MA I N T E N A N C E LE G E N D CO U R T S & D R I V E S - H O A M A I N T A I N E D PR I V A T E S T R E E T S - H O A M A I N T A I N E D CA N A L 2 - Z O N E 7 M A I N T A I N E D OP E N S P A C E - H O A M A I N T A I N E D (I N C L U D I N G B I O - R E T E N T I O N / S I L V A C E L L & T R A S H C A P T U R E F A C I L I T I E S ) PU B L I C S T R E E T P A R K W A Y - H O A M A I N T A I N E D (I N C L U D I N G B I O - R E T E N T I O N / S I L V A C E L L & T R A S H C A P T U R E F A C I L I T I E S ) NO T E S : 1. ) F R O N T Y A R D S T O B E H O A M A I N T A I N E D 2. ) P U B L I C S T R E E T L I G H T S T O B E C I T Y M A I N T A I N E D 5. 1 . j Pa c k e t P g . 3 3 6 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) BO U L E V A R D ph a s e s 4 - 5 Dublin, California HORIZON PARKWAY OVERALL L4.2 LOMBARD APRIL 10, 2018 0’50’100’200’ STREET TREE PLAN NEIGHBORHOOD 24 Ulmus parvifolia Chinese Elm LEGEND 5.1.j Packet Pg. 337 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L4.3 LOMBARD APRIL 10, 2018 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 24 6’ Height Horizontal Wood Fence 6’ Height Good Neighbor Fence 6’ Height Theme Wall 7’ Masonry Wall LEGEND 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 HORIZON PARKWAY 5.1.j Packet Pg. 338 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California 6’HT GOOD NEIGHBOR FENCE Location: Neighborhood 24 where Fencing is Visible from the Street Location: Neighborhood 24 at Army Property 7’-0” 7’ HT PRECAST WALL 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 24 Interior Yards where Fencing is not Visible from the Street NOTE: All wall locations shall be out of the site visibility triangle. 6’ 14’-10” 6’HT THEME WALL Location: Horizon Parkway Frontage 22” Wide Columns Reveals Spaced at 8” Vertically 8” 6” Column and Panel Top Edges to be Chamfered 1” Reveals Column Color: Standard Grey Column Finish: Unfinished Wall Color: Davis Color Silversmoke or Kelley Moore Equal Wall Finish: Applied Texture Paint OVERALL L4.4 LOMBARD APRIL 10, 2018 WALLS AND FENCING NEIGHBORHOOD 24 5.1.j Packet Pg. 339 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BO U L E V A R D ph a s e s 4 - 5 Dublin, California OVERALL L4.5 LOMBARD APRIL 10, 2018 0’8’16’32’ TYPICALS NEIGHBORHOOD 24Intract Street Light PureForm LED Series MFR: Philips Gardco Color: RAL 7043 6’ Horizontal Wood Fence 6’ Good Neighbor Fence 7’ Masonry Wall Accent Tree Street Trees Sidewalk Evergreen Screen Shrubs at Building Water SewerCO CO Water SewerCO CO 7’ Precast Masonry Wall 6’ Horizontal Wood Fence 6’ Good Neighbor Fence AC Unit, Typ. PLAN 3A PLAN 4A PLAN 2A PLAN 2A 5.1.j Packet Pg. 340 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 5.1.j Packet Pg. 341 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 5.1.j Packet Pg. 342 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 5.1.j Packet Pg. 343 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BE D R O O M 4 11 0 10 0 X 30 " X 9 0 " TR A S H / RE C Y C L E ST O R A G E 4 7 . 3 3 ' M I N 4 6 . 0 0 ' M I N 4' - 0 " 4' - 0 " 38 ' - 0 " 6'-0"4'-0"37'-4" KI T C H E N GA R A G E 20 4 20 2 X RE F . 25 ' - 0 1 / 2 " 12 ' - 1 1 1 / 2 " UP 17 R BA . 3 PA N T R Y EN T R Y 1'-0" 5'-0" 9'-0" PO R C H ST O R A G E 7 2 C U . F T . GR E A T RO O M 14 6 16 8 X TANKLESS W/H A/ C OWNER'SSUITE137147XLINENLINENBA. 2 OWNER'SBATHOPT. SINK UP17 R DN17 RSTORAGE243 CU.FT.W.D.LAU.BEDROOM 2110113XBEDROOM 3110110X OPT. SINK 23 L.F.SEAT NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 22 5 C U . F T . 2 - C A R G A R A G E 46 7 S Q . F T . TO T A L 2, 3 2 3 S Q . F T . 3R D F L O O R 28 6 S Q . F T . 2N D F L O O R 1, 1 5 8 S Q . F T . 1S T F L O O R 87 9 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 3 2 3 S Q . F T . PL A N 1 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 2 5. 1 . j Pa c k e t P g . 3 4 4 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) BO N U S RO O M 16 4 14 5 X DN 17 R FA U PL A T F O R M OP T . OP E N RA I L AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 3 5. 1 . j Pa c k e t P g . 3 4 5 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 346 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BE D R O O M 4 11 0 10 0 X 30 " X 9 0 " TR A S H / RE C Y C L E ST O R A G E I N 4' - 0 " 4' - 0 " 38 ' - 0 " KI T C H E N GA R A G E 20 4 20 2 X RE F . 25 ' - 0 1 / 2 " 12 ' - 1 1 1 / 2 " UP 17 R BA . 3 PA N T R Y EN T R Y 9'-0" ST O R A G E 7 2 C U . F T . GR E A T RO O M 14 6 16 8 X TANKLESS W/H A/ C PO R C H 4' - 0 " 4' - 0 " 38 ' - 0 " 6'-0"4'-0"37'-4" 25 ' - 0 1 / 2 " 12 ' - 1 1 1 / 2 " 1'-0" 5'-0" 9'-0" 4 7 . 3 3 ' M I N 4 6 . 0 0 ' M I N OWNER'SSUITE137147XLINENLINENBA. 2 OWNER'SBATHOPT. SINK UP17 R DN17 RSTORAGE243 CU.FT.W.D.LAU.BEDROOM 2110113XBEDROOM 3110110X OPT. SINK 23 L.F.SEAT NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 22 5 C U . F T . 2 - C A R G A R A G E 46 7 S Q . F T . TO T A L 2, 3 2 3 S Q . F T . 3R D F L O O R 28 6 S Q . F T . 2N D F L O O R 1, 1 5 8 S Q . F T . 1S T F L O O R 87 9 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 3 2 3 S Q . F T . PL A N 1 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 5 5. 1 . j Pa c k e t P g . 3 4 7 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) BO N U S RO O M 16 4 14 5 X DN 17 R FA U PL A T F O R M OP T . OP E N RA I L BO N U S RO O M 16 4 14 5 X DN 17 R FA U PL A T F O R M OP T . OP E N RA I L AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 6 5. 1 . j Pa c k e t P g . 3 4 8 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 349 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 4 6 . 0 0 ' M I N BE D R O O M 4 11 0 10 0 X 30 " X 9 0 " TR A S H / RE C Y C L E ST O R A G E I N 4' - 0 " 4' - 0 " 38 ' - 0 " 4'-0"37'-4" KI T C H E N GA R A G E 20 4 20 2 X RE F . 25 ' - 0 1 / 2 " 12 ' - 1 1 1 / 2 " UP 17 R BA . 3 PA N T R Y EN T R Y ST O R A G E 7 2 C U . F T . GR E A T RO O M 14 6 16 8 X TANKLESS W/H A/ C 1'-0" 4 7 . 3 3 ' M I N 4' - 0 " 4' - 0 " 38 ' - 0 " 6'-0"4'-0"37'-4" 25 ' - 0 1 / 2 " 12 ' - 1 1 1 / 2 " 5'-0" 9'-0" PO R C H OWNER'SSUITE137147XLINENLINENBA. 2 OWNER'SBATHOPT. SINK UP17 R DN17 RSTORAGE243 CU.FT.W.D.LAU.BEDROOM 2110113XBEDROOM 3 OPT. SINK 23 L.F.SEATBEDROOM 2113110XBEDROOM 3110110X NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 22 5 C U . F T . 2 - C A R G A R A G E 46 7 S Q . F T . TO T A L 2, 3 2 3 S Q . F T . 3R D F L O O R 28 6 S Q . F T . 2N D F L O O R 1, 1 5 8 S Q . F T . 1S T F L O O R 87 9 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 3 2 3 S Q . F T . PL A N 1 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 8 5. 1 . j Pa c k e t P g . 3 5 0 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) BO N U S RO O M 16 4 14 5 X DN 17 R FA U PL A T F O R M OP T . OP E N RA I L AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 9 5. 1 . j Pa c k e t P g . 3 5 1 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 352 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 30 " X 9 0 " TR A S H / RE C Y C L E ST O R A G E KI T C H E N GA R A G E 20 4 20 2 X UP 17 R BA . 3 PA N T R Y EN T R Y OPT. DR. 1'-0" ST O R A G E 7 2 C U . F T . GR E A T RO O M 14 6 16 8 X TANKLESS W/H BE D R O O M 4 11 0 9 2 X 21 0 8 0 21080 PO R C H AP R I L 1 0 , 2 0 1 8 0 8 4 16 UNIVERSAL DESIGN REQUIREMENT - PLAN 1 PRIMARY ENTRANCE: ONE DOORBELL TO BE INSTALLED FOR THE ACCESSIBLE EN T R Y DOOR, ONE THAT IS BETWEEN FORTY-TWO (42) INCHES AND FORTY-EIGHT (48) INC H E S FROM FINISHED FLOOR. EN T R Y D O O R PRIMARY ENTRANCE: COMPLIES WITH CBC CHAPTER 11A AND THIRTY-FOUR (34 ) I N C H MIN. CLEAR. SECONDARY EXTERIOR DOOR WITH THIRTY-TWO (32) INCH MIN. CLEA R , TWENTY-FOUR (24) INCH MIN. AT STRIKE SIDE OF DOOR. SEE CIVIL DRAWINGS FOREXTERIOR PATH OF TRAVEL. EN T R Y D O O R PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM THA T I S EITHER: CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A; OR OUTSIDE O F T H E SWING OF THE DOOR AND EITHER A FORTY-EIGHT (48) INCH CIRCLE, FORTY-EIGHT ( 4 8 ) INCHES BY SIXTY (60) INCHES OR SIXTY (60) INCH DIAMETER CIRCLE. BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) BATHROOM WITH A BATHTU B O R SHOWER MEETING THE REQUIREMENTS OF ANSI A 117.1 BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM TO M E E T REQUIREMENTS OF THE CBC CHAPTER 11A FOR LAVATORY / SINK AND WATER CLO S E T (TOILET); AND COMPLIANT FIXTURES AND ACCESSORIES; REQUIREMENTS FOR GRAB B A R REINFORCEMENT AT WATER CLOSET (TOILET) AND SHOWER OR BATHTUB; GRAB BA R S F O R WATER CLOSET (TOILET), SHOWER OR BATHTUB, LAVATORY, OR ANY COMBINATIO N THEREOF. BA T H R O O M 3 KITCHEN: 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 A T H E BASE OF A U - SHAPED KITCHEN; OR AT LEAST A THIRTY (30) INCH BY FORTY-EIGHT ( 4 8 ) INCH CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEAT H ) ; O R AT LEAST ONE EIGHTEEN (18) INCH WIDE BREAD BOARD AND/OR AT LEAST EIGHTEE N ( 1 8 ) INCHES IN COUNTER SPACE AT A THIRTY-FOUR (34) INCH HEIGHT, OR ANY COMBIN A T I O N THEREOF. KI T C H E N KITCHEN: ADJUSTABLE SINK AND/OR REMOVABLE UNDER SINK CABINETS CONSIST E N T WITH CBC CHAPTER 11A AND HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR L O W E R LEVEL (ORD. 21-07 PART 1). KI T C H E N INTERIOR ROUTES: ONE (1) ACCESSIBLE ROUTE THROUGH THE HALLWAYS CONS I S T E N T WITH THE REQUIREMENTS OF CBC CHAPTER 11A FROM THE ACCESSIBLE ENTRANCE O F T H E DWELLING UNIT TO THE PRIMARY ENTRY LEVEL POWDER ROOM OR BATHROOM, ACOMMON USE ROOM, AND THE KITCHEN IF LOCATED ON THE PRIMARY ENTRY LEV E L . ( M I N . 42" WIDTH WITH 32" CLEAR DOORS, OR MIN. 39" WIDTH WITH 34" CLEAR DOORS, O R 3 6 " WIDTH WITH 36" CLEAR DOORS) EN T R Y L E V E L BEDROOM: IF BEDROOM EXISTS ON ENTRY LEVEL, ONE (1) BEDROOM ON ACCESSIB L E ROUTE OF TRAVEL MEETING SECTION 7.90.130. A CLOSET SHALL HAVE A THIRTY-TW O ( 3 2 ) INCH MIN. NET OPENING AND ADJUSTABLE CLOSET RODS AND SHELVING. BE D R O O M 4 UNIVERSAL DESIGN ORDINANCE COMPLIA N C E M A T R I X PROJECTS WILL COMPLY WITH UNIVERSAL DESIGN ORDINANCE BY OFFERING, FO R TH E UN I T S CO M P L Y I N G WI T H TH E VARIOUS SECTIONS OF THE UDO, THE APPROPRIATE OPTIONS TO ALL PROSPECT I V E BU Y E R S PR I O R TO TH E TI M E TH A T A REQUEST FOR A BUILDING PERMIT IS SUBMITTED TO THE CITY OR DUBLIN FOR TH A T PA R T I C U L A R LO T . DE V E L O P E R SH A L L SUBMIT A UDO CHECKLIST DURING THE MASTER PLAN CHECK INDICATION THE "C U T OF F " TI M E S WH E N IT IS NO LO N G E R PRACTICAL TO OFFER CERTAIN ITEMS IN THE UDO. A4 . 1 1 5. 1 . j Pa c k e t P g . 3 5 3 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 354 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BA . 3 17'-1 1/2" BE D R O O M 4 11 0 10 0 X GR E A T RO O M 16 6 15 8 X RE F . PANTRY F I R S T F L O O R 21 ' - 1 " 13 ' - 1 1 " 4'-0"5'-0"51'-0" 18'-4 1/2"27'-7 1/2"5'-0" PO R C H 5' - 0 " 4' - 0 " 35 ' - 0 " UP 17 R KI T C H E N GA R A G E 20 4 20 2 X 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E DI N I N G 10 0 10 2 X 10 ' - 9 1 / 2 " ST O R A G E 24 3 C U . F T . 4 4 . 0 0 ' M I N 6 0 . 0 0 ' M I N A/ C SEAT LOWLINENDN17 ROWNER'SBATH OWNER'SSUITE150182XLAU.W.D.UP17 RBEDROOM 2119120XBEDROOM 3116120XLINEN OPT.SINKBA. 2OPT.SINK 31 L.F.DECK NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 24 3 C U . F T . 2 - C A R G A R A G E 48 0 S Q . F T . TO T A L 2, 4 0 7 S Q . F T . 3R D F L O O R 34 7 S Q . F T . 2N D F L O O R 1, 2 6 0 S Q . F T . 1S T F L O O R 80 0 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 4 0 7 S Q . F T . PL A N 2 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 1 3 5. 1 . j Pa c k e t P g . 3 5 5 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) DN 17 R OP E N T O BE L O W BO N U S RO O M 18 2 14 8 X OP T . B A . 4 / BA R FA U P L A T F O R M OP T . OP E N RA I L AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 1 4 5. 1 . j Pa c k e t P g . 3 5 6 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 357 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BA . 3 " GR E A T RO O M 16 6 15 8 X RE F . PANTRY 21 ' - 1 " 13 ' - 1 1 " 4'-0"51'-0" 18'-4 1/2"27'-7 1/2" 5' - 0 " 4' - 0 " 35 ' - 0 " UP 17 R KI T C H E N GA R A G E 20 4 20 2 X 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E DI N I N G 10 0 10 2 X 10 ' - 9 1 / 2 " ST O R A G E 24 3 C U . F T . A/ C BE D R O O M 4 11 0 10 0 X PO R C H F I R S T F L O O R 21 ' - 1 " 13 ' - 1 1 " 4 4 . 0 0 ' M I N 6 0 . 0 0 ' M I N 4'-0"5'-0"51'-0" 18'-4 1/2"27'-7 1/2"5'-0" 5' - 0 " 4' - 0 " 35 ' - 0 " 16'-10" 10 ' - 9 1 / 2 " SEAT LOWLINENDN17 ROWNER'SBATH OWNER'SSUITE150182XLAU.W.D.UP17 RBEDROOM 2119120XBEDROOM 3116120XLINEN OPT.SINKBA. 2OPT.SINK 31 L.F. NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 24 3 C U . F T . 2 - C A R G A R A G E 48 0 S Q . F T . TO T A L 2, 4 0 7 S Q . F T . 3R D F L O O R 34 7 S Q . F T . 2N D F L O O R 1, 2 6 0 S Q . F T . 1S T F L O O R 80 0 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 4 0 7 S Q . F T . PL A N 2 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 1 6 5. 1 . j Pa c k e t P g . 3 5 8 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) DN 17 R OP E N T O BE L O W BO N U S RO O M 18 2 14 8 X OP T . B A . 4 / BA R OP T . OP E N RA I L FA U PL A T F O R M AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 1 7 5. 1 . j Pa c k e t P g . 3 5 9 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 360 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BA . 3 GR E A T RO O M 16 6 15 8 X RE F . PANTRY 21 ' - 1 " 13 ' - 1 1 " 4'-0"51'-0" 18'-4 1/2"27'-7 1/2" 5' - 0 " 4' - 0 " 35 ' - 0 " UP 17 R KI T C H E N GA R A G E 20 4 20 2 X 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E DI N I N G 10 0 10 2 X ST O R A G E 24 3 C U . F T . A/ C BE D R O O M 4 11 0 10 0 X PO R C H 16'-10" 21 ' - 1 " 13 ' - 1 1 " 4'-0"5'-0"51'-0" 18'-4 1/2"27'-7 1/2"5'-0" 5' - 0 " 4' - 0 " 35 ' - 0 " 10 ' - 9 1 / 2 " 16'-10" 10 ' - 9 1 / 2 " 4 4 . 0 0 ' M I N 6 0 . 0 0 ' M I N A/ C SEAT LOWLINENDN17 ROWNER'SBATH OWNER'SSUITE150182XLAU.W.D.UP17 RBEDROOM 2119120XBEDROOM 3116120XLINEN OPT.SINKBA. 2OPT.SINK 31 L.F. NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 24 3 C U . F T . 2 - C A R G A R A G E 48 0 S Q . F T . TO T A L 2, 4 0 7 S Q . F T . 3R D F L O O R 34 7 S Q . F T . 2N D F L O O R 1, 2 6 0 S Q . F T . 1S T F L O O R 80 0 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 4 0 7 S Q . F T . PL A N 2 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 1 9 5. 1 . j Pa c k e t P g . 3 6 1 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) DN 17 R OP E N T O BE L O W BO N U S RO O M 18 2 14 8 X OP T . B A . 4 / BA R OP T . OP E N RA I L FA U PL A T F O R M AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 2 0 5. 1 . j Pa c k e t P g . 3 6 2 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 363 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BE D R O O M 4 11 0 10 0 X GR E A T RO O M 16 6 15 8 X BA . 3 PO R C H UP 17 R KI T C H E N GA R A G E 20 4 20 2 X 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E DI N I N G 10 0 10 2 X 21080 21080 21080 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 2 2 UNIVERSAL DESIGN ORDINANCE COMPLIA N C E M A T R I X PROJECTS WILL COMPLY WITH UNIVERSAL DESIGN ORDINANCE BY OFFERING, FO R TH E UN I T S CO M P L Y I N G WI T H TH E VARIOUS SECTIONS OF THE UDO, THE APPROPRIATE OPTIONS TO ALL PROSPECT I V E BU Y E R S PR I O R TO TH E TI M E TH A T A REQUEST FOR A BUILDING PERMIT IS SUBMITTED TO THE CITY OR DUBLIN FOR TH A T PA R T I C U L A R LO T . DE V E L O P E R SH A L L SUBMIT A UDO CHECKLIST DURING THE MASTER PLAN CHECK INDICATION THE "C U T OF F " TI M E S WH E N IT IS NO LO N G E R PRACTICAL TO OFFER CERTAIN ITEMS IN THE UDO.UNIVERSAL DESIGN REQUIREMENT - PLAN 2 PRIMARY ENTRANCE: ONE DOORBELL TO BE INSTALLED FOR THE ACCESSIBLE EN T R Y DOOR, ONE THAT IS BETWEEN FORTY-TWO (42) INCHES AND FORTY-EIGHT (48) INC H E S FROM FINISHED FLOOR. EN T R Y D O O R PRIMARY ENTRANCE: COMPLIES WITH CBC CHAPTER 11A AND THIRTY-FOUR (34 ) I N C H MIN. CLEAR. SECONDARY EXTERIOR DOOR WITH THIRTY-TWO (32) INCH MIN. CLEA R , TWENTY-FOUR (24) INCH MIN. AT STRIKE SIDE OF DOOR. SEE CIVIL DRAWINGS FOREXTERIOR PATH OF TRAVEL. EN T R Y D O O R PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM THA T I S EITHER: CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A; OR OUTSIDE O F T H E SWING OF THE DOOR AND EITHER A FORTY-EIGHT (48) INCH CIRCLE, FORTY-EIGHT ( 4 8 ) INCHES BY SIXTY (60) INCHES OR SIXTY (60) INCH DIAMETER CIRCLE. BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) BATHROOM WITH A BATHTU B O R SHOWER MEETING THE REQUIREMENTS OF ANSI A 117.1 BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM TO M E E T REQUIREMENTS OF THE CBC CHAPTER 11A FOR LAVATORY / SINK AND WATER CLO S E T (TOILET); AND COMPLIANT FIXTURES AND ACCESSORIES; REQUIREMENTS FOR GRAB B A R REINFORCEMENT AT WATER CLOSET (TOILET) AND SHOWER OR BATHTUB; GRAB BA R S F O R WATER CLOSET (TOILET), SHOWER OR BATHTUB, LAVATORY, OR ANY COMBINATIO N THEREOF. BA T H R O O M 3 KITCHEN: 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 A T H E BASE OF A U - SHAPED KITCHEN; OR AT LEAST A THIRTY (30) INCH BY FORTY-EIGHT ( 4 8 ) INCH CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEAT H ) ; O R AT LEAST ONE EIGHTEEN (18) INCH WIDE BREAD BOARD AND/OR AT LEAST EIGHTEE N ( 1 8 ) INCHES IN COUNTER SPACE AT A THIRTY-FOUR (34) INCH HEIGHT, OR ANY COMBIN A T I O N THEREOF. KI T C H E N KITCHEN: ADJUSTABLE SINK AND/OR REMOVABLE UNDER SINK CABINETS CONSIST E N T WITH CBC CHAPTER 11A AND HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR L O W E R LEVEL (ORD. 21-07 PART 1). KI T C H E N INTERIOR ROUTES: ONE (1) ACCESSIBLE ROUTE THROUGH THE HALLWAYS CONS I S T E N T WITH THE REQUIREMENTS OF CBC CHAPTER 11A FROM THE ACCESSIBLE ENTRANCE O F T H E DWELLING UNIT TO THE PRIMARY ENTRY LEVEL POWDER ROOM OR BATHROOM, ACOMMON USE ROOM, AND THE KITCHEN IF LOCATED ON THE PRIMARY ENTRY LEV E L . ( M I N . 42" WIDTH WITH 32" CLEAR DOORS, OR MIN. 39" WIDTH WITH 34" CLEAR DOORS, O R 3 6 " WIDTH WITH 36" CLEAR DOORS) EN T R Y L E V E L BEDROOM: IF BEDROOM EXISTS ON ENTRY LEVEL, ONE (1) BEDROOM ON ACCESSIB L E ROUTE OF TRAVEL MEETING SECTION 7.90.130. A CLOSET SHALL HAVE A THIRTY-TW O ( 3 2 ) INCH MIN. NET OPENING AND ADJUSTABLE CLOSET RODS AND SHELVING. BE D R O O M 4 5. 1 . j Pa c k e t P g . 3 6 4 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 365 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BA . 3 48 ' - 0 " 20 ' - 0 " 5 3 . 0 0 ' M I N KI T C H E N 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E 5 7 . 0 0 ' M I N 4' - 0 " 5'-0"44'-0"4'-0" 5' - 0 " GA R A G E 20 4 20 2 X 6'-0"38'-0" 28 ' - 0 " UP 17 R EN T R Y DI N I N G 10 6 14 4 X RE F . PANTRY GR E A T RO O M 15 9 15 6 X BE D R O O M 4 11 0 10 3 X A/ C BEDROOM 2136116XBEDROOM 3110128XOWNER'SBATH UP17 RDN17 R BA. 2OPENTOBELOWLAU.OPENTOBELOW OPT.SINK/OPT.UPPERSLINEN OPT.SINKW.D.SEAT 34 L.F.OWNER'SSUITE140166X NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 26 1 C U . F T . 2 - C A R G A R A G E 45 4 S Q . F T . TO T A L 2, 6 2 1 S Q . F T . 3R D F L O O R 40 9 S Q . F T . 2N D F L O O R 1, 2 4 5 S Q . F T . 1S T F L O O R 96 7 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M TA R G E T : 2 , 5 0 0 S Q . F T . 2, 6 2 1 S Q . F T . PL A N 3 MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 2 4 5. 1 . j Pa c k e t P g . 3 6 6 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) DN 17 R OP E N TO BE L O W FA U PL A T F O R M ST O R A G E / OP T . P D R . / OP T . B A . 4 ST O R A G E 26 1 C U . F T . BO N U S R O O M / OP T . B E D R O O M 4 21 2 14 8 X MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 2 5 5. 1 . j Pa c k e t P g . 3 6 7 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 368 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 5 3 . 0 0 ' M I N 5 7 . 0 0 ' M I N 4' - 0 " 48 ' - 0 " 5'-0"44'-0"4'-0" 5' - 0 " 6'-0"38'-0" 20 ' - 0 " 28 ' - 0 " KI T C H E N BA . 3 RE F . PANTRY 5 3 . 0 0 ' M I N 5 7 . 0 0 ' M I N BA . 3 48 ' - 0 " 20 ' - 0 " 4' - 0 " 5'-0" 5' - 0 " 6'-0" 28 ' - 0 " UP 17 R EN T R Y DI N I N G 10 6 14 4 X GR E A T RO O M 15 9 15 6 X BE D R O O M 4 11 0 10 3 X A/ C GA R A G E 20 4 20 2 X BEDROOM 2136116XBEDROOM 3110128X UP17 RDN17 R BA. 2OPENTOBELOWLAU.OPENTOBELOW OPT.SINK/OPT.UPPERSLINEN OPT.SINKW.D.OWNER'SBATH LINENSEAT34 L.F.OWNERS SUITE140199X NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 26 1 C U . F T . 2 - C A R G A R A G E 45 4 S Q . F T . TO T A L 2, 6 2 1 S Q . F T . 3R D F L O O R 40 9 S Q . F T . 2N D F L O O R 1, 2 4 5 S Q . F T . 1S T F L O O R 96 7 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M TA R G E T : 2 , 5 0 0 S Q . F T . 2, 6 2 1 S Q . F T . PL A N 3 MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 2 7 5. 1 . j Pa c k e t P g . 3 6 9 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) BO N U S R O O M / OP T . B E D R O O M 4 21 2 14 8 X DN 17 R OP E N TO BE L O W ST O R A G E / OP T . P D R . / OP T . B A . 4 ST O R A G E 26 1 C U . F T . FA U PL A T F O R M MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 2 8 5. 1 . j Pa c k e t P g . 3 7 0 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 371 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BA . 3 48 ' - 0 " 20 ' - 0 " 4' - 0 " 5' - 0 " 6'-0" 28 ' - 0 " UP 17 R EN T R Y DI N I N G 10 6 14 4 X GR E A T RO O M 15 9 15 6 X BE D R O O M 4 11 0 10 3 X A/ C KI T C H E N 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E BA . 3 EN T R Y DI N I N G 10 6 14 4 X RE F . PANTRY 5 3 . 0 0 ' M I N 5 7 . 0 0 ' M I N 4' - 0 " 48 ' - 0 " 5'-0"44'-0"4'-0" 5' - 0 " 6'-0"38'-0" 20 ' - 0 " 28 ' - 0 " GA R A G E 20 4 20 2 X BEDROOM 2136116XBEDROOM 3110128X UP17 RDN17 R BA. 2OPENTOBELOWLAU.OPENTOBELOW OPT.SINK/OPT.UPPERSLINEN OPT.SINKW.D.OWNER'SBATH LINENSEAT34 L.F.OWNER'SSUITE140166X NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 26 1 C U . F T . 2 - C A R G A R A G E 45 4 S Q . F T . TO T A L 2, 6 2 1 S Q . F T . 3R D F L O O R 40 9 S Q . F T . 2N D F L O O R 1, 2 4 5 S Q . F T . 1S T F L O O R 96 7 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 4 B E D R O O M S / 3 B A T H S / B O N U S R O O M TA R G E T : 2 , 5 0 0 S Q . F T . 2, 6 2 1 S Q . F T . PL A N 3 MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 3 0 5. 1 . j Pa c k e t P g . 3 7 2 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) DN 17 R OP E N TO FA U PL A T F O R M ST O R A G E / OP T . P D R . / OP T . B A . 4 ST O R A G E 26 1 C U . F T . BO N U S R O O M / OP T . B E D R O O M 4 21 2 14 8 X T H I R D F L O O R MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 3 1 5. 1 . j Pa c k e t P g . 3 7 3 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 374 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) UP 17 R KI T C H E N 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E GA R A G E 20 4 20 2 X BA . 3 EN T R Y DI N I N G 10 6 14 4 X GR E A T RO O M 15 9 15 6 X BE D R O O M 4 11 0 10 3 X21 0 8 0 21080 21080 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 3 3 UNIVERSAL DESIGN ORDINANCE COMPLI A N C E M A T R I X PROJECTS WILL COMPLY WITH UNIVERSAL DESIGN ORDINANCE BY OFFERING, FO R TH E UN I T S CO M P L Y I N G WI T H TH E VARIOUS SECTIONS OF THE UDO, THE APPROPRIATE OPTIONS TO ALL PROSPEC T I V E BU Y E R S PR I O R TO TH E TI M E TH A T A REQUEST FOR A BUILDING PERMIT IS SUBMITTED TO THE CITY OR DUBLIN FOR TH A T PA R T I C U L A R LO T . DE V E L O P E R SH A L L SUBMIT A UDO CHECKLIST DURING THE MASTER PLAN CHECK INDICATION THE "C U T OF F " TI M E S WH E N IT IS NO LO N G E R PRACTICAL TO OFFER CERTAIN ITEMS IN THE UDO.UNIVERSAL DESIGN REQUIREMENT - PLAN 3 PRIMARY ENTRANCE: ONE DOORBELL TO BE INSTALLED FOR THE ACCESSIBLE EN T R Y DOOR, ONE THAT IS BETWEEN FORTY-TWO (42) INCHES AND FORTY-EIGHT (48) INC H E S FROM FINISHED FLOOR. EN T R Y D O O R PRIMARY ENTRANCE: COMPLIES WITH CBC CHAPTER 11A AND THIRTY-FOUR (34 ) I N C H MIN. CLEAR. SECONDARY EXTERIOR DOOR WITH THIRTY-TWO (32) INCH MIN. CLEA R , TWENTY-FOUR (24) INCH MIN. AT STRIKE SIDE OF DOOR. SEE CIVIL DRAWINGS FOREXTERIOR PATH OF TRAVEL. EN T R Y D O O R PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM THA T I S EITHER: CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A; OR OUTSIDE O F T H E SWING OF THE DOOR AND EITHER A FORTY-EIGHT (48) INCH CIRCLE, FORTY-EIGHT ( 4 8 ) INCHES BY SIXTY (60) INCHES OR SIXTY (60) INCH DIAMETER CIRCLE. BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) BATHROOM WITH A BATHTU B O R SHOWER MEETING THE REQUIREMENTS OF ANSI A 117.1 BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM TO M E E T REQUIREMENTS OF THE CBC CHAPTER 11A FOR LAVATORY / SINK AND WATER CLO S E T (TOILET); AND COMPLIANT FIXTURES AND ACCESSORIES; REQUIREMENTS FOR GRAB B A R REINFORCEMENT AT WATER CLOSET (TOILET) AND SHOWER OR BATHTUB; GRAB BA R S F O R WATER CLOSET (TOILET), SHOWER OR BATHTUB, LAVATORY, OR ANY COMBINATIO N THEREOF. BA T H R O O M 3 KITCHEN: 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 A T H E BASE OF A U - SHAPED KITCHEN; OR AT LEAST A THIRTY (30) INCH BY FORTY-EIGHT ( 4 8 ) INCH CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEAT H ) ; O R AT LEAST ONE EIGHTEEN (18) INCH WIDE BREAD BOARD AND/OR AT LEAST EIGHTEE N ( 1 8 ) INCHES IN COUNTER SPACE AT A THIRTY-FOUR (34) INCH HEIGHT, OR ANY COMBIN A T I O N THEREOF. KI T C H E N KITCHEN: ADJUSTABLE SINK AND/OR REMOVABLE UNDER SINK CABINETS CONSIST E N T WITH CBC CHAPTER 11A AND HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR L O W E R LEVEL (ORD. 21-07 PART 1). KI T C H E N INTERIOR ROUTES: ONE (1) ACCESSIBLE ROUTE THROUGH THE HALLWAYS CONS I S T E N T WITH THE REQUIREMENTS OF CBC CHAPTER 11A FROM THE ACCESSIBLE ENTRANCE O F T H E DWELLING UNIT TO THE PRIMARY ENTRY LEVEL POWDER ROOM OR BATHROOM, ACOMMON USE ROOM, AND THE KITCHEN IF LOCATED ON THE PRIMARY ENTRY LEV E L . ( M I N . 42" WIDTH WITH 32" CLEAR DOORS, OR MIN. 39" WIDTH WITH 34" CLEAR DOORS, O R 3 6 " WIDTH WITH 36" CLEAR DOORS) EN T R Y L E V E L BEDROOM: IF BEDROOM EXISTS ON ENTRY LEVEL, ONE (1) BEDROOM ON ACCESSIB L E ROUTE OF TRAVEL MEETING SECTION 7.90.130. A CLOSET SHALL HAVE A THIRTY-TW O ( 3 2 ) INCH MIN. NET OPENING AND ADJUSTABLE CLOSET RODS AND SHELVING. BE D R O O M 4 5. 1 . j Pa c k e t P g . 3 7 5 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 376 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) DI N I N G 10 0 15 0 X KI T C H E N 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E 5' - 0 " 48 ' - 0 " 5'-0"44'-0"4'-0" 4' - 0 " GA R A G E 20 4 20 2 X 9'-5 1/2"34'-6 1/2" 12 ' - 0 " 36 ' - 0 " BE D R O O M 4 11 9 11 0 X RE F . UP 17 R GR E A T RO O M 17 2 15 0 X EN T R Y PANTRY OP T . 5 O 8 0 S L . G L . D R . 5 3 . 0 0 ' M I N 5 7 . 0 0 ' M I N A/ C BA . 3 DROP 8' - 8 " C L G . OWNER'SBATHOWNER'SSUITE180150XOPENTOBELOWDN17 RUP17 RBEDROOM 2112115XBA. 2 LAU.W.D.BA. 2 BEDROOM 3115120X LINENOPT.SINK SEAT30 L.F. NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 40 5 C U . F T . 2 - C A R G A R A G E 45 1 S Q . F T . TO T A L 2, 6 9 0 S Q . F T . 3R D F L O O R 49 6 S Q . F T . 2N D F L O O R 1, 2 3 7 S Q . F T . 1S T F L O O R 95 7 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 3 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 6 9 0 S Q . F T . PL A N 4 MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 3 5 5. 1 . j Pa c k e t P g . 3 7 7 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) DN 17 R BO N U S R O O M / OP T . B E D R O O M 4 23 0 17 0 X OP E N TO BE L O W OP T . P D R . / OP T . B A . 4 FA U PL A T F O R M ST O R A G E 40 5 C U . F T . MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 3 6 5. 1 . j Pa c k e t P g . 3 7 8 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 379 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) DI N I N G 10 0 15 0 X 5' - 0 " 48 ' - 0 " 5'-0" 4' - 0 " 9'-5 1/2" 12 ' - 0 " 36 ' - 0 " BE D R O O M 4 11 9 11 0 X RE F . GR E A T RO O M 17 2 15 0 X PANTRY OP T . 5 O 8 0 S L . G L . D R . 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E GA R A G E 20 4 20 2 X BE D R O O M 4 11 9 11 0 X KI T C H E N UP 17 R EN T R Y BA . 3 DROP 8' - 8 " C L G . 5' - 0 " 48 ' - 0 " 5'-0"44'-0"4'-0" 4' - 0 " 9'-5 1/2"34'-6 1/2" 12 ' - 0 " 36 ' - 0 " 5 3 . 0 0 ' M I N 5 7 . 0 0 ' M I N OWNER'SBATHOWNER'SSUITE180150X SEAT30 L.F.OPENTOBELOW DN17 RUP17 RBEDROOM 2112115XBA. 2 LAU.W.D.BA. 2 BEDROOM 3114120X LINENOPT. SINK SEAT NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 40 5 C U . F T . 2 - C A R G A R A G E 45 1 S Q . F T . TO T A L 2, 6 9 0 S Q . F T . 3R D F L O O R 49 6 S Q . F T . 2N D F L O O R 1, 2 3 7 S Q . F T . 1S T F L O O R 95 7 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 3 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 6 9 0 S Q . F T . PL A N 4 MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 3 8 5. 1 . j Pa c k e t P g . 3 8 0 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) BO N U S R O O M / OP T . B E D R O O M 4 23 0 17 0 X OP E N TO BE L O W OP T . P D R . / OP T . B A . 4 FA U PL A T F O R M DN 17 R 40 5 C U . F T . MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 3 9 5. 1 . j Pa c k e t P g . 3 8 1 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 382 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) DI N I N G 10 0 15 0 X KI T C H E N 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E 5' - 0 " 48 ' - 0 " 5'-0"44'-0"4'-0" 4' - 0 " GA R A G E 20 4 20 2 X 9'-5 1/2"34'-6 1/2" 12 ' - 0 " 36 ' - 0 " BE D R O O M 4 11 9 11 0 X RE F . UP 17 R GR E A T RO O M 17 2 15 0 X EN T R Y PANTRY OP T . 5 O 8 0 S L . G L . D R . N BA . 3 DROP 8' - 8 " C L G . 5' - 0 " 48 ' - 0 " 5'-0"44'-0"4'-0" 4' - 0 " 9'-5 1/2"34'-6 1/2" 12 ' - 0 " 36 ' - 0 " 5 7 . 0 0 ' M I N 5 3 . 0 0 ' M I N OWNER'SBATHOWNER'SSUITE180150XDN17 RUP17 RBEDROOM 2112115XBA. 2 LAU.W.D.BA. 2 BEDROOM 3115120X LINENOPT.SINK SEAT30 L.F.OPENTOBELOW NO T E : S Q U A R E F O O T A G E M A Y V A R Y D U E T O M E T H O D O F C A L C U L A T I O N ST O R A G E 40 5 C U . F T . 2 - C A R G A R A G E 45 1 S Q . F T . TO T A L 2, 6 9 0 S Q . F T . 3R D F L O O R 49 6 S Q . F T . 2N D F L O O R 1, 2 3 7 S Q . F T . 1S T F L O O R 95 7 S Q . F T . FL O O R A R E A T A B L E 2 - C A R G A R A G E 3 B E D R O O M S / 3 B A T H S / B O N U S R O O M 2, 6 9 0 S Q . F T . PL A N 4 MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 4 1 5. 1 . j Pa c k e t P g . 3 8 3 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) DN 17 R OP E N TO BE L O W FA U PL A T F O R M ST O R A G E 40 5 C U . F T . BO N U S R O O M / OP T . B E D R O O M 4 23 0 17 0 X T H I R D F L O O R OP T . P D R . / OP T . B A . 4 MA Y 0 8 , 2 0 1 8 0 8 4 16 A4 . 4 2 5. 1 . j Pa c k e t P g . 3 8 4 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 385 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) BA . 3 DI N I N G 10 0 15 0 X KI T C H E N 30 " X 9 0 " T R A S H / RE C Y C L E S T O R A G E GA R A G E 20 4 20 2 X BE D R O O M 4 11 9 11 0 X UP 17 R GR E A T RO O M 17 2 15 0 X EN T R Y OP T . 5 O 8 0 S L . G L . D R . 21080 21080 21 0 8 0 AP R I L 1 0 , 2 0 1 8 0 8 4 16 A4 . 4 4 UNIVERSAL DESIGN ORDINANCE COMPLI A N C E M A T R I X PROJECTS WILL COMPLY WITH UNIVERSAL DESIGN ORDINANCE BY OFFERING, FO R TH E UN I T S CO M P L Y I N G WI T H TH E VARIOUS SECTIONS OF THE UDO, THE APPROPRIATE OPTIONS TO ALL PROSPEC T I V E BU Y E R S PR I O R TO TH E TI M E TH A T A REQUEST FOR A BUILDING PERMIT IS SUBMITTED TO THE CITY OR DUBLIN FOR TH A T PA R T I C U L A R LO T . DE V E L O P E R SH A L L SUBMIT A UDO CHECKLIST DURING THE MASTER PLAN CHECK INDICATION THE "C U T OF F " TI M E S WH E N IT IS NO LO N G E R PRACTICAL TO OFFER CERTAIN ITEMS IN THE UDO.UNIVERSAL DESIGN REQUIREMENT - PLAN 4 PRIMARY ENTRANCE: ONE DOORBELL TO BE INSTALLED FOR THE ACCESSIBLE EN T R Y DOOR, ONE THAT IS BETWEEN FORTY-TWO (42) INCHES AND FORTY-EIGHT (48) INC H E S FROM FINISHED FLOOR. EN T R Y D O O R PRIMARY ENTRANCE: COMPLIES WITH CBC CHAPTER 11A AND THIRTY-FOUR (34 ) I N C H MIN. CLEAR. SECONDARY EXTERIOR DOOR WITH THIRTY-TWO (32) INCH MIN. CLEA R , TWENTY-FOUR (24) INCH MIN. AT STRIKE SIDE OF DOOR. SEE CIVIL DRAWINGS FOREXTERIOR PATH OF TRAVEL. EN T R Y D O O R PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM THA T I S EITHER: CONSISTENT WITH THE REQUIREMENTS OF CBC CHAPTER 11A; OR OUTSIDE O F T H E SWING OF THE DOOR AND EITHER A FORTY-EIGHT (48) INCH CIRCLE, FORTY-EIGHT ( 4 8 ) INCHES BY SIXTY (60) INCHES OR SIXTY (60) INCH DIAMETER CIRCLE. BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) BATHROOM WITH A BATHTU B O R SHOWER MEETING THE REQUIREMENTS OF ANSI A 117.1 BA T H R O O M 3 PRIMARY FLOOR POWDER/BATHROOM: ONE (1) POWDER OR BATHROOM TO M E E T REQUIREMENTS OF THE CBC CHAPTER 11A FOR LAVATORY / SINK AND WATER CLO S E T (TOILET); AND COMPLIANT FIXTURES AND ACCESSORIES; REQUIREMENTS FOR GRAB B A R REINFORCEMENT AT WATER CLOSET (TOILET) AND SHOWER OR BATHTUB; GRAB BA R S F O R WATER CLOSET (TOILET), SHOWER OR BATHTUB, LAVATORY, OR ANY COMBINATIO N THEREOF. BA T H R O O M 3 KITCHEN: 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 A T H E BASE OF A U - SHAPED KITCHEN; OR AT LEAST A THIRTY (30) INCH BY FORTY-EIGHT ( 4 8 ) INCH CLEAR SPACE IN FRONT OF THE SINK (COUNTING OPEN ACCESS UNDERNEAT H ) ; O R AT LEAST ONE EIGHTEEN (18) INCH WIDE BREAD BOARD AND/OR AT LEAST EIGHTEE N ( 1 8 ) INCHES IN COUNTER SPACE AT A THIRTY-FOUR (34) INCH HEIGHT, OR ANY COMBIN A T I O N THEREOF. KI T C H E N KITCHEN: ADJUSTABLE SINK AND/OR REMOVABLE UNDER SINK CABINETS CONSIST E N T WITH CBC CHAPTER 11A AND HOOD FAN CONTROLS AT LIGHT SWITCH LEVEL OR L O W E R LEVEL (ORD. 21-07 PART 1). KI T C H E N INTERIOR ROUTES: ONE (1) ACCESSIBLE ROUTE THROUGH THE HALLWAYS CONS I S T E N T WITH THE REQUIREMENTS OF CBC CHAPTER 11A FROM THE ACCESSIBLE ENTRANCE O F T H E DWELLING UNIT TO THE PRIMARY ENTRY LEVEL POWDER ROOM OR BATHROOM, ACOMMON USE ROOM, AND THE KITCHEN IF LOCATED ON THE PRIMARY ENTRY LEV E L . ( M I N . 42" WIDTH WITH 32" CLEAR DOORS, OR MIN. 39" WIDTH WITH 34" CLEAR DOORS, O R 3 6 " WIDTH WITH 36" CLEAR DOORS) EN T R Y L E V E L BEDROOM: IF BEDROOM EXISTS ON ENTRY LEVEL, ONE (1) BEDROOM ON ACCESSIB L E ROUTE OF TRAVEL MEETING SECTION 7.90.130. A CLOSET SHALL HAVE A THIRTY-TW O ( 3 2 ) INCH MIN. NET OPENING AND ADJUSTABLE CLOSET RODS AND SHELVING. BE D R O O M 4 5. 1 . j Pa c k e t P g . 3 8 6 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 16 / 20 SAND FINISH STUCCOVARIES 16 / 2 0 S A N D F I N I S H S T U C C O VARIES 16 / 20 SAND FINISH STUCCO VARIES 16 / 20 SAND FINISH STUCCO 2X 6 F A S C I A GAF COMPO S I T I O N S H I N G L E R O O F GA F C O M P O S I T I O N S H I N G L E R O O F 2X 6 F A S C I A AP R I L 1 0 , 2 0 1 8 TY P I C A L M E T A L A W I N G TY P I C A L E X T E R I O R L I G H T & U N I T A D D R E S S A4 . 4 5 TYPICAL GARAGE DOOR - VARIATION ATYPICAL GARAGE DOOR - VARIATION BTYPICAL GARAGE DOOR - VARIATION C TY P I C A L E A V E D E T A I L TY P I C A L E A V E D E T A I L 5. 1 . j Pa c k e t P g . 3 8 7 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) CEMENETITI O U S S I D I N G 3.5" SPRUCE T R I M 6" SPRUCE T R I M 16 / 20 SAND FINISH STUCCO4x SPRUCE TRIM6" SPRUCE TRIMCEMENETITIOUS SIDING3.5" SPRUCE TRIMSTON E V E N E E R STUCOO O / F O A M 16 / 20 SAND FINISH S T U C C O CEMENETITIO U S S I D I N G 3.5" SPR U C E T R I M ST O N E V E N E E R RE C E S S E D W I N D O W WI T H T I G H T R E V E A L 16 / 2 0 S A N D F I N I S H S T U C C O ST U C O O O / F O A M CE M E N E T I T I O U S S I D I N G 3. 5 " S P R U C E T R I M 16 / 2 0 S A N D F I N I S H S T U C C O AP R I L 1 0 , 2 0 1 8 TYPICAL CORNER WINDOW w/CEMENTITIOUS TRIM & LAP SIDING A4 . 4 6 TY P I C A L S T O N E V E N E E R W A L L TY P I C A L S T O N E V E N E E R W A L L TY P I C A L C E M E N T I T I O U S W I N D O W T R I M @ C E M E N T I T I O U S S I D I N G TYPICAL CEMENTITIOUS CORNERWINDOW TRIM @ CEMENTITIOUS SIDING 5. 1 . j Pa c k e t P g . 3 8 8 Attachment: 3H. Exhibit A to Attachment 2 Project Plans-Neighborhood 24 (Boulevard) 5.1.j Packet Pg. 389 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) 5.1.j Packet Pg. 390 At t a c h m e n t : 3 H . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - N e i g h b o r h o o d 2 4 ( B o u l e v a r d ) PLAN 4A PLAN 3 A PLA N 3 A PLAN 4A PLA N 3 A PLA N 3 A PLAN 3A PLAN 3A PLAN 3APLAN 3A PLAN 3A PLAN 3A PLAN 2A PLAN 2A PLAN 4A PLA N 3 A PLAN 4A PLA N 5 A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 4A PLAN 3 A PLA N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1 X A PLAN 1 X A PLAN 1XA PLAN 1XA PLAN 1XAPLAN 1XA PLAN 1XA PLAN 1XA PLAN 1 X A PLAN 1 X A PLAN 1 X A PLAN 1 X A PLAN 4A PLAN 2A PLAN 4A PLAN 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XAPLAN 1XA PLA N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XA PLAN 1XAPLAN 1XA PLAN 5 A PLA N 5 A PLAN 5 A PLAN 1XC PLAN 1XBPLAN 3 C PLA N 3 C PLAN 3 B PLA N 3 B PLAN 3 B PLAN 2B PLAN 4B PLAN 5 C PLAN 5 B PLAN1XA-ENH ENH ENH ENH ENHENHENH ENH 90° 90°90°45°90° 90° 90°90°45°90° 45° 45°45°45°45° 90° 45° 90° 90°45°45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90°90°45°90° 90° 90°90°45°90° 45° 45°45°45°45° 90° 45° 90° 90°45°45° 45° 45°45° 45° 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90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90°90° E 45°45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90°90° E 45°45°15° 45° 45°45° 45° 90° 90° 45°90° 45° 90° 90° 90°90°E 45°45°15° 45° 45°45°45° 90° 90°45°90°45° 90°90° 90° 90° E 45°45°15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90°90°E 45°45°15° 45° 45°45°45° 90° 90°45°90°45° 90°90° 90° 90° E 45°45°15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90° 90° 45°90°45° 90° 90° 90° 90° E 45°45°15° 45° 45°45°45° 90° 90° 45°90°45° 90°90° 90° 90° E 45°45°15° 45° 45°45°45° 90° PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 2 A PLAN 4 A PLAN 3 A PLAN 2 A PLAN 3 A PLAN 2 A PLAN 3 A PLAN 2 A PLAN 3 A PLAN 2 A PLAN 3 A PLAN 2 A PLAN 3 A PLAN 2 A PLAN 3 A PLAN 2 A PLAN 3 A PLAN 2 A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 2 A PLAN 2 A PLAN 2 A PLAN 2 A PLAN 2 A PLAN 2 A PLAN 2 A PLAN 2 A PLAN 2 A PLAN 4 A PLAN 3 A PLAN 4 A PLAN 3 A PLAN 4 A PLAN 3 A PLAN 4 A PLAN 3 A PLAN 1 A PLAN 1 A PLAN 1 A PLAN 1 A PLAN 1 A PLAN 1 A PLAN 1 A PLAN 1 A PLAN 1 A EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EVEV EV EVEV BLDG 200-A EV EVEV BLDG 2 0 0 - C BLDG 2 0 0 - A EV EVEV EV EVEV BLDG 2 0 0 - C BLDG 200-C BLDG 200-A EV EVEV EV EVEV EV EV EV EVEV UP UP UP C C C C C C CCC 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° 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45°45°45° 90° 90° 45°90°45° 90°90° 90° 90° E 45°45°15° 45° 45°45°45° 90° 90° 45°90°45° 90° 90° 90° 90° E 45°45°15° 45° 45°45°45° 90° AC AC AC AC AC AC AC AC AC AC ACACAC ACACACAC AC AC ACAC AC ACAC AC AC AC ACACAC AC AC AC ACAC AC AC CC C C CCC C C C C C C C C C C C C C C C C C C C C CC CC CC CC CCCCC CC C C ABBREVIATION B/C BACK OF CURB BNDY BOUNDARY BW BOTTOM OF WALL B/W BACK OF SIDEWALK C/L CENTERLINE C&G CURB AND GUTTER 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 MAP HO P Y A R D RO A D DO U G H E R T Y RO A D S A N R A M O N V A L L E Y I - 6 8 0 B L V D . RO A D GLEASON DRIVE TA S S A J A R A R O A D PLEASANTON DR I V E HA C I E N D A SAN T A R I T A ROA D I-580 DUBLIN BOULEVARD CENTRAL PARKWAY EL C H A R R O RO A D FA L L O N DUBLIN 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 AR N O L D DR I V E S C A R L E T T D R I V E 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. EFFECTS NH19 AND NH24) 6.SUBDIVIDED AREA:42.2± 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 TRACT 8370- N19 7.73 ACRES 91 UNITS TRACT 8371- NH20 7.03 ACRES 75 UNITS TRACT 8372- NH21-23 17.20 ACRES 244 UNITS TRACT 8373- NH24 10.20 ACRES 100 UNITS 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 FEMA FLOOD ZONE AE PAD GRADE ELECTROLIER FIRE HYDRANT 2:1 SLOPE UNLESS OTHERWISE NOTED FREE-STANDING WALL RETAINING WALL EARTH SWALE NEIGHBORHOOD IN PHASE 4 / 5 NEIGHBORHOOD NOT A PART OF THIS TENTATIVE MAP DIRECTION OF STORM WATER OVERLAND RELEASE SIDEWALK SILVA CELL IN PRIVATE STREET SILVA CELL IN PUBLIC STREET BIO-RETENTION BASIN STORMWATER TREATMENT FACILITY#3 INDEX OF TENTATIVE MAP SHEETS SHEET DESCRIPTION 0.1 COVER SHEET 0.2 INDEX SHEET 0.3 DETAIL SHEET 0.4 DETAIL SHEET TRACT 8370 (NH19) 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 8371 (NH20) 2.0 EXISTING CONDITIONS 2.1 TENTATIVE MAP 2.2 GRADING AND DRAINAGE PLAN 2.3 UTILITY PLAN 2.4 STORM WATER MANAGEMENT PLAN 2.5 SECTIONS AND DETAILS TRACT 8372 (NH21, NH22, NH23) 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 8373 (NH24) 4.0 EXISTING CONDITIONS 4.1 TENTATIVE MAP 4.2 GRADING AND DRAINAGE PLAN 4.3 UTILITY PLAN 4.4 STORM WATER MANAGEMENT PLAN 4.5 SECTIONS AND DETAILS PHASE 5 PHASE 4 PHASE 5 PHASE 4 5.1.k Packet Pg. 391 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) IR O N H O R S E P A R K W A Y CENTRAL PARKWAY ST E R L I N G S T R E E T NUGGET WAY HORIZON PARKWAY FUTURE SCHOOL SITE HORIZON PARKWAY FUTURE PARK CO L U M B U S S T R E E T EL DORADO LANE EL D O R A D O L A N E TRACT 8372 NH22 SEE SHEET 3.0 TRACT 8372 NH23 SEE SHEET 3.0 TRACT 8372 NH21 SEE SHEET 3.0 TRACT 8370 NH19 SEE SHEET 1.0 TRACT 8373 NH24 SEE SHEET 4.0 TRACT 8371 NH20 SEE SHEET 2.0 CAMP PARKS S C A R L E T T D R I V E DO U G H E R T Y R O A D TRACT 8364 NH11 & NH12 TRACT 8365 NH18 TRACT 8360 NH7 & NH8 TRACT 8367 NH14 & NH15TRACT 8363 NH10 TRACT 8366 NH13 TRACT 8368 NH17 TRACT 8306 NH1 & NH2 TRACT 8307 NH3 TRACT 8309 NH5 & NH6 TRACT 8308 NH4 TRACT 875 NH4B INDEX SHEET NOT TO SCALE PHASE 5 PHASE 4 PHASE 5 PHASE 4 BUS STOP PULL OUT PER LAVTA & COA #78 DIMENSIONS BUS STOP PULL OUT PER LAVTA & COA #78 DIMENSIONS 5.1.k Packet Pg. 392 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) 3" ROLLED CURB AND GUTTER NTS FA C E O F C U R B GU T T E R F L O W L I N E TOP OF ROLLED CURB ELEVATION (TRC)AC PVMT CLASS 2 AGGREGATE BASE R=0.5"R=0.5" R=15" R=4" 2% NTS 4" ROLLED CURB WITH SPILL GUTTER NTS FA C E O F C U R B CLASS 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 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) RETENTIONRETENTIONRETENTION 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 RETENTIONRETENTIONRETENTION NTS 3" PERFORATED PVC PIPE CURB AND GUTTER PAVEMENT EDGE SUBDRAIN (IN PUBLIC STREETS) NTS VERTICAL CURB TO 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 = 2 % ( M I N ) VERTI C A L C U R B O R VERTI C A L C U R B & GUTTE R FLUSH CURB NTS VERTICAL CURB TO 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 = 2 % ( M I N ) VERTI C A L C U R B O R VERTI C A L C U R B & GUTTE R FLUSH CURB NTS VERTICAL CURB TO 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 = 2 % ( M I N ) VERTI C A L C U R B O R VERTI C A L C U R B & GUTTE R FLUSH CURB NTS PRIVATE ALLEY TRC VE R T I C A L C U R B FLUSH C U R B TVC 2% PRIVA T E A L L E Y ROLLE D C U R B & GUT T E R TFC 2' T R A N S . TY P NH10 NH11/12 NTS PRIVATE ALLEY TRC VE R T I C A L C U R B FLUSH C U R B TVC 2% PRIVA T E A L L E Y ROLLE D C U R B & GUT T E R TFC 2' T R A N S . TY P NH10 NH11/12 NTS PRIVATE ALLEY TRC VE R T I C A L C U R B FLUSH C U R B TVC 2% PRIVA T E A L L E Y ROLLE D C U R B & GUT T E R TFC 2' T R A N S . TY P NH10 NH11/12 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 TO ROLLED CURB TRANSITION TRC B E G / E N D T R A N S B E G / E N D T R A N S 3' TR A N S I T I O N (TYP. ) NH10 NH11/12 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 TO ROLLED CURB TRANSITION TRC B E G / E N D T R A N S B E G / E N D T R A N S 3' TR A N S I T I O N (TYP. ) NH10 NH11/12 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 TO ROLLED CURB TRANSITION TRC B E G / E N D T R A N S B E G / E N D T R A N S 3' TR A N S I T I O N (TYP. ) NH10 NH11/12 * 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, IRON HORSE PARKWAY COLUMBUS STREET, 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 5.1.k Packet Pg. 393 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) RETENTIONRETENTION 3:1 MAX. 6" CURB OPENING CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA SANDY LOAM WITH INFILTRATION RATE OF 5 IN/HR MIN 4" PVC PERFORATED SUBDRAIN CLASS 2 PERMEABLE MATERIAL PER CALTRANS SPECIFICATIONS, SECTION 68. OVERFLOW PIPE IMPERMEABLE ROOT BARRIER BIO-RETENTION AREA ADJACENT TO CURBS NTS DISTANCE VARIES 12 " 18 " 6" M I N . PO N D I N G 1" 6" 2" 18 " DEEPENED CURB AND GUTTER 7" STREET RETENTIONRETENTION 4" PVC PERFORATED SUBDRAIN CLASS 2 PERMEABLE MATERIAL PER CALTRANS SPECIFICATIONS, SECTION 68. OVERFLOW PIPE TYPICAL BIO-RETENTION BASIN STORMWATER TREATMENT AREA 12 " 18 " 6" M I N . PO N D I N G 1" 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 SIDEWALK 4" CONCRETE SOLID DISTRIBUTION LINE (UNTREATED) 4" AGGREGATE BASE DRAINAGE INLET (UNTREATED) AC PVMT 1. 2 5 ' 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 SYSTEM TR E A T E D O U T F L O W UN T R E A T E D I N F L O W CLEANOUT FOR UNDERDRAIN 4" PERFORATED UNDERDRAIN BUBBLE UP STRUCTURE WITH COBBLE NTS TYPICAL BIO-RETENTION BASIN 3: 1 3: 1 B B DISTRIBUTION PIPE (UNTREATED) COLLECTION PIPE (TREATED) F/C DRAINAGE INLET SILVA CELL (TYP) A A HDPE SD PIPE (TREATED) TYPICAL SILVA CELL STORMWATER QUALITY TREATMENT NTS FLOW HDPE SD PIPE (TREATED) B/W STORM DRAIN (UNTREATED) STORM DRAIN (UNTREATED) A A SECTION A-A STA PER PLAN CURB C U T - O U T 24" 12'6" 6" NTS 6" VE R T I C A L CURB STREET BIO-RETENTION 0.2' BIORETENTION AREA 2'x2' COBBLES 4"-6" DIA AREA NH10 A A SECTION A-A STA PER PLAN CURB C U T - O U T 24" 12'6" 6" NTS 6" VE R T I C A L CURB STREET BIO-RETENTION 0.2' BIORETENTION AREA 2'x2' COBBLES 4"-6" DIA AREA NH10 5.1.k Packet Pg. 394 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) CAMP PARKS ARMY DETENTION BASIN FUTURE SCHOOL SITE 345340 345 340 CAMP PARKS HORIZON PARKWAY EX 6 " W T O B E R E M O V E D EX W T O B E R E M O V E D EX W T O B E R E M O V E D IR O N H O R S E P A R K W A Y EX 6 " W T O B E R E M O V E D EX 1 2 " S S T O B E R E M O V E D EX E L E C T R I C A L EX G A S EX FIBER OPTIC EX 8"SS TO BE REMOVED EX F I B E R O P T I C EX W T O BE R E M O V E D EX 8"W TO BE REMOVED EX ELECTRICAL EX TELEPHONE EX GAS EX ELECTRICAL EX E L E C T R I C A L FOR CONTINUATION SEE ABOVE F O R C O N T I N U A T I O N S E E B E L O W EX GAS HOR I Z O N P A R K W A Y S T E R L I N G T R E E T CAMP PARKS EXISTING 6TH STREET NH5 & NH6 TRACT 8309 NH2 4 CAM P P A R K S EXISTING 6TH STREET 5.1.k Packet Pg. 395 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) C O U R T H N38 ° 4 2 ' 0 3 " E 4 0 7 . 7 5 ' R =4 1 8 .0 0 'Δ =4 2 °3 5 '2 2 "L =3 1 0 .7 1 ' N42 ° 2 2 ' 1 5 " E 7 8 . 9 3 ' 18' 57.5 4 ' 63' 63' 46' 30 ' 25 ' 24 ' 4.51' 28 ' 28 ' 40 ' 6' 2' 17' 17' 74' 25 ' 19 ' 51' 98 ' 12.49' PA R C E L U 19 18 17 HOR I Z O N P A R K W A Y S T E R L I N G S T R E E T 6TH STREET CAMP PARKS 20' 2 2 3 ' PA R C E L E PARCEL W PARCEL V PARCEL V STREET B ST R E E T A STREET C STR E E T C ST R E E T D CO U R T D CO U R T A CO U R T B CO U R T C CO U R T E CO U R T F CO U R T G CO U R T I CO U R T J CO U R T K CO U R T L CO U R T M CO U R T N CO U R T O N38 ° 4 2 ' 0 3 " E 7 2 0 . 9 6 ' N88°24'09"W 310.34' 23.15' 56'56' 24 ' 30 ' 30 ' 40' 15.20' 56' 30 ' 56' 30 ' 56' 24 ' 56'54' 5.74' 3 ' 4.39' 27 ' 17' 7' 1' 17' 25 ' 39' 27 ' 39' 17' 7' 1'17' 27 ' 40 ' 68'67'12' 4'4' 11' 27 ' 17'7' 11' 1'17' 25 ' 39'39' 27 ' 40 ' 67'67'77'11'11' 26 '26 ' 17' 17'7' 1'17' 7' 1' 17' 25 ' 25 ' 65' 22 ' 3.93' 21'42' 3' 40 ' 27 ' 28 ' 5' 41 ' 42' 41 ' 2'23' 25 ' 65' 25 ' 17'48'1' 17' 8' 65' 48' 29 ' 30 ' 28 ' 26 ' 38 ' 37 ' 28 ' 27 ' 65' 26 ' 18 ' 17' 17' 7' 1' 63' 46' 56'56' 39'39' 67'56' 37 ' 26 ' 56'51' 19 ' 25 ' 17' 17' 30 ' 30 ' 38 ' 27 ' 25 ' 30 ' 30 ' 1' 7' 23'63'31' 12.77'19 ' 30 ' 26 ' 38 ' 27 ' 8' 17'1' 25 ' 30 ' 17' 23'23' 17' 17' 2' 2'23'23' 67' 38 ' 56' 17' 39' 27 ' 27 ' 17' 7'39'39' 17'7' 1'17' 27 ' 17' 25 ' 56'56'25 ' 19 ' 51' 30 ' 30 ' 56' 1' 56'56' 30 ' 25 ' 39' 30 ' 25 ' 30 ' 27 ' 17' 7' 17'1' 27 ' 23' 3' 7' 1'17' 56'56'56'22' 35.49' 58' 42 ' 30 ' 56' 35' 25 ' 3.93' 30 ' 23 ' 1' 7' 74'49' 142 ' 14' 25 ' 3.93' 6' 3'20'14' 72 ' 71' 58 ' 34'57' 21.99' 25 ' 26 ' 31 ' 84' 71'24 ' 38 ' 7' 3.89'21' 28 ' 40' 55' 38 ' 20' 64' 64' 75'62' 9' 11'11'68.65' 7' 31 ' 26 ' 26 ' 50' 40 ' 26 '56' 36 ' 56' 56'56' 34 ' 26 ' 27 ' 56 ' 45' 53' 30 ' 34 ' 31 ' 56'56' 28 ' 34 ' 30 ' 27 ' 21.99' 17' 17' 7' 1'36'8' 25 ' 53' 33 ' 41' 28 ' 27 ' 53' 65' 55 ' 2.63' 32 ' 21 ' 30 ' 23 '11' 11' 42' 12 .1 4 ' 51' 52'1.57' 5'123 ' 23 ' 1.57' 7 4.5 2'11'27 ' 17' 7'1' 39' 67' 38 ' 30 ' 27 ' 51' 56'39' 27 ' 25 ' 14 ' 17.08' 17' 17' 7' 1' 11' 11' 3' 27 ' 17' 39' 56' 27 ' 30 ' 38 ' 56' 39' 25 ' 17' 19 ' 11.69' 52' 56' 30 ' 25 '17' 17' 7' 1' 67' 67' 27 ' 27 ' 67' 11' 11' 3'17' 7'1' 17' 55 ' 56' 39' 67' 38 ' 27 ' 30 ' 55 ' 56' 56'39' 67' 27 ' 17' 17' 25 ' 30 ' 30 ' 25 ' 27 '17' 17' 56' 56' 56' 39' 38 ' 27 ' 30 ' 56' 39' 7' 1' 3' 11' 11' 67' 68' 27 ' 25 ' 17' 17' 17 ' 7' 1' 11' 37'15.20' 12' 12' 3' 1 1 ' 4.39' 7'1' 34 ' 15' 2' 21.07' 18 ' 3.93' 15' 17 ' 15' 3.93' 12' 1' 3.93' CO U R T H 29 ' 58' 6 8 .6 5' 6 .9 7 ' 58' 18' 57.5 4 ' 63' 63' 46' 30 ' 25 ' 24 ' 4.51' 28 ' 28 ' 40 ' 6' 2' 17' 17' 74' 11'3' 17' 25 ' 19 ' 56' 51' 98 ' 12.49' HORIZON PARKWAY 5145 47 49 53 48 46 56 52 57 5550 58 44 54 PARCEL I 62 70 65 59 61 60 82 68 69 66 PARCEL Y 67 87 83 86 84 85 63 78 79 8077 76 81 72 73 PARCEL Q 71 893 1 91 90 88 PA R C E L P 49 5 6 10 11 12 13 PARCEL T 16 15 PA R C E L U 19 18 17 21 20 22 25 24 23 31 30 27 26 28 29 33 32 34 37 36 35 39 40 38 41 42 43 PARCEL R IR O N H O R S E P A R K W A Y PARCEL X PA R C E L J PAR C E L A PARCEL N PA R C E L M PA R C E L D PA R C E L G PA R C E L H PA R C E L L N88°24'09"W 393.35' R =6 8 2 .0 0 'Δ =4 8 °4 7 '0 1 "L =5 8 0 .6 8 N1 ° 3 5 ' 5 1 " E 4 6 1 . 6 1 ' PARCEL S 6TH STREET NH5 & NH6 TRACT 8309 6TH STREET CAM P P A R K S 74 75 28 25 ' 20' 15 ' 2 2 3 ' PA R C E L O PA R C E L B PA R C E L C PA R C E L F PA R C E L E PA R C E L K PARCEL V BUS TURNOUT PER LAVTA & COA #78 54 ' PARCEL V PARCEL V 64 BUS TURNOUT PER LAVTA & COA #78 NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. F O R C O N T I N U A T I O N S E E B E L O W 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 STREET PARCEL (PUE, PAE, EVAE, DSRSD) 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) LOT / PARCEL NUMBER PROPOSED USE PARCEL L HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL M HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL N HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL O HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL P HOA LANDSCAPE PARCEL PARCEL Q HOA LANDSCAPE PARCEL PARCEL R HOA LANDSCAPE PARCEL PARCEL S HOA LANDSCAPE PARCEL PARCEL T HOA LANDSCAPE PARCEL PARCEL U HOA LANDSCAPE PARCEL PARCEL V HOA PARCEL WITH ZONE 7 EASEMENT FOR ZONE 7 MAINTENANCE AREA PARCEL W DRAINAGE PARCEL TO BE CONVEYED TO ALAMEDA COUNTY ZONE 7 FLOOD CONTROL DISTRICT PARCEL X HOA LANDSCAPE PARCEL PARCEL Y HOA LANDSCAPE PARCEL LOTS 1 THRU 91 SINGLE FAMILY RESIDENTIAL LOTS FOR CONTINUATION SEE ABOVE PARCEL W PARCEL AREA TABLE PARCEL/ LOT #AREA (SF±)AREA (SF±)AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2111 1692 2553 2087 1611 1841 1962 1633 2115 1630 1430 3137 1720 1515 1588 1591 1812 1727 2472 2070 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1492 1682 1673 1492 2070 2070 1492 1687 1699 1492 2070 2070 1492 1699 1699 1492 2070 1694 1488 2064 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 2074 1492 1683 2178 1510 1705 1697 1510 2173 2173 1510 1697 1697 1514 2190 2561 1768 1794 1815 1741 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 2357 2297 1810 1871 1659 1481 1998 2032 1482 1699 1906 1646 2310 1693 1699 2006 1496 1699 1699 1492 81 82 83 84 85 86 87 88 89 90 91 PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G PARCEL H 2040 2036 1496 1699 1659 1492 2009 2360 2785 1869 2333 63155 2118 2271 1240 2462 2462 2424 2424 PARCEL I PARCEL J PARCEL K PARCEL L PARCEL M PARCEL N PARCEL O PARCEL P PARCEL Q PARCEL R PARCEL S 5583 2442 2300 2424 2438 2699 3171 1071 5657 1744 738 AREA (SF±) PARCEL T 2407 PARCEL U 5310 PARCEL V 4865 PARCEL W 44761 PARCEL X 1237 PARCEL/ LOT # PARCEL/ LOT # PARCEL/ LOT # PARCEL Y 1756 5.1.k Packet Pg. 396 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) IR O N H O R S E P A R K W A Y 347.8 HP 348.0 LP 346.7 LP/GB 349.7 HP 349.0 HP348.0 LP348.5 HP347.8 LP 348.3 HP 347.6 LP348.1 HP 347.4 LP 347.9 HP 347.2 LP 347.7 HP 349.5 BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B 34534 0 345 340 STREET B ST R E E T A STREET C STR E E T C ST R E E T D CO U R T D CO U R T A CO U R T B CO U R T C CO U R T E CO U R T F CO U R T G CO U R T H CO U R T I CO U R T K CO U R T L CO U R T M CO U R T N CO U R T O BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B BL D G 1 0 0 - B HORIZON PARKWAY 0. 5 % 2% 2% 349.8 LP 0.6% 2% 2% 2%2% 2. 5 % 1.5% 350.9HP 1% 2%350.7HP 0.89% 2% 0. 7 8 % 0.51% 2% 0. 7 8 % 2% 0. 5 7 % 0. 5 4 % 2% 0. 8 % 2% 0. 5 % 0. 7 1 % 350.5 2% 1. 8 1 % 0. 7 % 1. 8 % 2% 0. 7 7 % 2% 0. 6 5 % 0. 6 % 2% 2% 2%0.5%353.1 HP 0.78%351.7 2% 2% 0. 5 % 349.6 350.1± 2% 1. 5 % 1% 1% 0. 6 8 % 2% 2% 0 . 7 7 % 351 . 4 2% 2% 0. 7 7 % 2% 2% 2% 0.7 8 % CO U R T J 0. 7 7 % 2% 2% 2% 1. 7 9 % 0. 7 8 % 2% 2% 2% 1.1 % 0.5 3 % 0. 5 2 % 2% 1.6' RET. WALL 1.4' RET. WALL 1.4' RET. WALL 2% 2% 0.5% 349.4 EX R E T . WA L L 347 . 4 ZO N E 7 MA I N T E N A N C E AR E A 1% 29 31 3 0 34 35 38 37 33 36 39 40 32 43 41 42 28 27 26 17 22 19 18 21 20 23 24 25 16 15 13 12 10 11 4 5 6 9 3 1 91 90 89 88 8782 75 78 79 83 76 86 81 84 85 8077 74 677368 69 66 70 6571 72 PA R C E L L 44 45 47 49 48 46 54 5352 5550 51 58 57 63 60 62 59 61 56 JB 0.5 5 % 6TH STREET CAMP PARKS PA R C E L J PA R C E L I PA R C E L M PA R C E L N PA R C E L P PARCEL T PA R C E L U PA R C E L G PA R C E L H PARCEL Q PARCEL Y PA R C E L D GB 349 . 8 349.5 TC 3 5 0 . 0 350.0 350.3 3 4 9 . 5 349.5 350 . 5 349 . 5 TC 349.5 351.0 349 . 8 350.3 TC 3 5 0 . 7 350.7 352.2 350.0 352 . 2 TW 3 5 3 . 4 BW 3 5 1 . 9 TW 3 5 3 . 4 BW 3 5 1 . 9 352.2 352.8 351.6 35 2 . 2 351.9352.6 350.3 TC 3 5 0 . 3 4 TC 3 5 0 . 3 4 BW 3 5 2 . 9 BW 3 5 2 . 8 BW 3 5 2 . 0 BW 3 5 2 . 8 BW 3 5 1 . 5 351 . 3 TC 3 5 2 . 7 352 . 2TW 3 5 3 . 3 BW 3 5 1 . 9 TC 352.4 351.9 35 1 . 7 HP 351.6 LP 351.5 T C 3 5 1 . 6 3 5 1 . 1 350 . 4 350 . 7 TC 350.9 350.4 349 . 3 349 . 6 349 . 7 TC 350.7 350.2 349 . 4 349 . 6 349 . 8 349.7 350 . 0 HP 349 . 5 LP TC 350.3 349.8 349 . 1 LP 351.3TC 350.8 35 2 . 4 350 . 2 349 . 5 T C 3 5 0 . 0 TC 3 4 9 . 3 34 8 . 8 349.0 349.0 348.3 348.1 348.8 348. 6 349 . 3 349 . 3 LP 352.5 TC 3 5 3 . 3 352 . 8TC 3 5 3 . 3 352 . 8 351. 6 LP 350 . 2 TC 351.5 TC 349.4 348.4 6" C&G W/ CITY STD DEPRESSED DWY DETAIL CD-106 (TYP) 6" C&G 6" C&G FL U S H C U R B 6" C&G FL U S H C U R B RO L L E D C & G 6" C&G 6" C & G FL U S H C U R B RO L L E D C & G 6" C & G W / C I T Y STD D E P R E S S E D D W Y DET A I L C D - 1 0 6 ( T Y P ) 6" C&G W/ CITY STD DEPRESSED DWY DETAIL CD-106 (TYP) 6" C & G 6" C & G 6" C & G 6" C & G 6" C & G 6" C & G FL U S H C U R B ( T Y P ) RO L L E D C & G ( T Y P ) 28 R=20'R=20' R=5'R=5'R=5'(TYP) R=20'R=20' R=20' R=20' R=15' R=39' R=28' R=20' R=54' R=20' R=10' R=3' R=3' CAMP PARKS DETENTION BASIN PA R C E L O PA R C E L B PA R C E L C PA R C E L E PA R C E L F PARCEL X PA R C E L K GB FF 3 5 3 . 2 P 3 5 2 . 2 FF 3 5 3 . 2 P 3 5 2 . 2 FF 3 5 3 . 4 P 3 5 2 . 4 FF 3 5 3 . 6 P 3 5 2 . 6 FF 3 5 3 . 4 P 3 5 2 . 4 FF 3 5 1 . 5 P 3 5 0 . 5 FF 3 5 1 . 1 P 3 5 0 . 1 FF 3 5 1 . 3 P 3 5 0 . 3 FF 351.2 P 350.2 FF 3 5 1 . 0 P 3 5 0 . 0 FF 3 5 1 . 2 P 3 5 0 . 2 FF 3 5 1 . 1 P 3 5 0 . 1 FF 3 5 0 . 9 P 3 4 9 . 9 FF 3 5 0 . 9 P 3 4 9 . 9 FF 3 5 0 . 6 P 3 4 9 . 6 FF 3 5 0 . 2 P 3 4 9 . 2 FF 3 5 0 . 4 P 3 4 9 . 4 FF 3 5 0 . 0 P 3 4 9 . 0 FF 3 5 1 . 7 P 3 5 0 . 7 FF 3 5 1 . 9 P 3 5 0 . 9 FF 3 5 3 . 4 P 3 5 2 . 4 FF 3 5 3 . 6 P 3 5 2 . 6 FF 3 5 3 . 6 P 3 5 2 . 6 FF 3 5 3 . 4 P 3 5 2 . 4 FF 3 5 3 . 7 P 3 5 2 . 7 FF 3 5 1 . 3 P 3 5 0 . 3 FF 3 5 1 . 7 P 3 5 0 . 7 FF 3 5 1 . 7 P 3 5 0 . 7 FF 3 5 1 . 7 P 3 5 0 . 7 FF 3 5 2 . 2 P 3 5 1 . 2 FF 3 5 2 . 8 P 3 5 1 . 8 FF 3 5 2 . 2 P 3 5 1 . 2 FF 3 5 2 . 8 P 3 5 1 . 8 FF 3 5 2 . 6 P 3 5 1 . 6 FF 3 5 3 . 7 P 3 5 2 . 7 FF 3 5 3 . 7 P 3 5 2 . 7 FF 3 5 3 . 9 P 3 5 2 . 9 FF 3 5 3 . 9 P 3 5 2 . 9 FF 3 5 0 . 8 P 3 4 9 . 8 FF 3 5 0 . 6 P 3 4 9 . 6 FF 3 5 0 . 5 P 3 4 9 . 5 FF 3 5 0 . 7 P 3 4 9 . 7 FF 3 5 0 . 9 P 3 4 9 . 9 FF 3 5 0 . 7 P 3 4 9 . 7 FF 3 5 0 . 9 P 3 4 9 . 9 FF 3 5 0 . 8 P 3 4 9 . 8 FF 3 5 1 . 3 P 3 5 0 . 3 FF 3 5 1 . 0 P 3 5 0 . 0 FF 3 5 1 . 3 P 3 5 0 . 3 FF 3 5 0 . 6 P 3 4 9 . 6 FF 3 5 1 . 6 P 3 5 0 . 6 FF 3 5 0 . 8 P 3 4 9 . 8 FF 3 5 1 . 6 P 3 5 0 . 6 FF 3 5 1 . 6 P 3 5 0 . 6 FF 3 5 2 . 3 P 3 5 1 . 3 FF 3 5 2 . 3 P 3 5 1 . 3 FF 3 5 2 . 2 P 3 5 1 . 2 FF 3 5 1 . 8 P 3 5 0 . 8 FF 3 5 2 . 8 P 3 5 1 . 8 FF 3 5 2 . 2 P 3 5 1 . 2 P 350.6 P 351.3 P 352.3 P 352.7 P 353.7 P 354.3 P 354.4 P 354.2 P 349.9 P 349.5 GL 3 5 1 . 8 GL 3 5 2 . 4 GL 3 5 2 . 6 GL 3 5 2 . 8 GL 3 5 2 . 6 GL 3 5 2 . 9 GL 3 5 2 . 4 GL 3 5 2 . 9 GL 3 5 2 . 6 GL 3 5 3 . 1 GL 3 5 3 . 1 GL 3 5 2 . 9 GL 3 5 2 . 0 GL 3 5 2 . 2 GL 3 5 1 . 3 GL 3 5 1 . 4 GL 3 5 1 . 6 GL 3 5 2 . 0 GL 3 5 1 . 4 GL 3 5 0 . 7 GL 3 5 0 . 9 GL 3 5 0 . 8 GL 3 5 0 . 3 GL 3 5 0 . 5 GL 3 5 0 . 3 GL 3 5 0 . 4 GL 3 5 0 . 2 GL350.4 GL 3 5 0 . 3 GL 3 5 0 . 1 GL 3 4 9 . 8 GL 3 4 9 . 4 GL 3 4 9 . 6 GL 3 4 9 . 2 GL 3 5 1 . 1 GL 3 5 2 . 8 GL 3 5 2 . 8 GL 3 5 2 . 6 GL 3 5 0 . 5 GL 3 5 0 . 9 GL 3 5 0 . 0 GL 3 4 9 . 8 GL 3 4 9 . 7 GL 3 4 9 . 9 GL 3 5 0 . 1 GL 3 4 9 . 9 GL 3 5 0 . 3 GL 3 5 0 . 0 GL 3 5 0 . 5 GL 3 5 0 . 2 GL 3 5 0 . 5 GL 3 4 9 . 8 GL 3 5 0 . 7 GL 3 5 0 . 0 GL 3 5 1 . 2 GL 3 5 0 . 8 GL 3 5 1 . 4 GL 3 5 1 . 0 GL 3 5 1 . 8 GL 3 5 1 . 6 FEMA 100-YEAR FLOOD ZONE (SFHA WITH BASE FLOOD ELEVATION AS SHOWN) 34 1 . 4 ( 2 9 ) 347.4 (29) PARCEL R 64 NOTE: 1.SEE SHEET 1.5 FOR CROSS SECTIONS 2.AREAS OF NEIGHBORHOOD 19 LOCATED WITHIN FEMA 100-YEAR FLOOD HAZARD ZONE WILL BE REMOVED THRU A CLOMR/LOMR PROCESS SUBSEQUENT TO CONSTRUCTION OF THE ARMY DETENTION BASIN FACILITY. A BC G E F E D H I J K M L M L G 5.1.k Packet Pg. 397 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) C C C C C C C C C C CC CC CC CC CCCCC CC C C 8" W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W 8"W 8"W 8"W 8" W 8" W 8" W 8" W 8" W 8 " W 8" W 8"W 8" W 12 " S S 1 2 " S S 12" S S 8"SS 8" S S 8"SS 8" S S 8" S S 8" S S 8" S S 8" S S 12" S S 12" S S 1 2 " S S 8"SS 8"SS 8"SS 8"SS 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S 12" S S 8" S S 12" S S 8" S S EX 12"RW E X 1 2 "R W EX 12"RW EX 12"SS E X 1 2 "S S E X 1 5 "S S EX 12"W E X 1 2 "W EX 12"W EX 18"SD E X 2 4 "S D E X 1 8 " S D E X 1 8 " S D EX 24"SD E X 2 4"S D E X 1 8 " S D E X 2 4 "S D E X 1 8 " S D E X 1 8 " S D EX 1 8 " S D EX 18"SD EX 3 0 " S D HORIZON P A R K W A Y STREET B ST R E E T A STREET C STR E E T C ST R E E T D CO U R T D CO U R T A CO U R T B CO U R T C CO U R T E CO U R T F CO U R T G CO U R T I CO U R T J CO U R T K CO U R T L CO U R T M CO U R T N CO U R T O EX 24"SD EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV 12 " S S 25 21 24 20 22 23 27 26 19 18 17 28 31 30 29 37 33 36 32 34 35 45 4741 49 42 39 48 46 40 44 38 43 51 53 56 52 57 5550 58 54 62 83 70 86 65 59 61 84 85 60 82 68 69 66 67 87 63 71 72 73 PARCEL Q 78 79 76 81 8077 74 75 13 16 15 49 5 6 3 1 89 91 90 88 10 11 12 PARCEL S 12"SD 12"S D 12 " S D 12"S D 12 " S D 8"S D 12"SD 8" S D 1 2 " S D 8 " S D 8" S D 1 2 " S D 8"SD 12"SD 12 " S D 1 2 " S D 12" S D 8" S D 12" S D 12 " S D 8" S D 8"SD 12 " S D 8"SD 12 " S D 12" S D 12" S D 12"SD 12"SD 12" S D 8"SD 8"SD 12"SD 8" S S INV 341.0 INV 335.7INV 335.8 INV 335.7 INV 335.2 EX INV 335.1 INV 339.0 INV 344.5 INV 343.5 INV 339.6 INV 339.5 INV 340.0 INV 343.0 INV 339.1INV 339.0 INV 339.0 INV 338.8 INV 338.7 INV 343.8INV 343.8 INV 343.7 INV 346.0 INV 345.0 INV 342.4INV 342.4 INV 342.3 INV 340.0INV 340.0 INV 339.8 INV 344.0 INV 337.6 EX INV 337.5 INV 343.5 INV 345.0INV 344.0 INV 341.8 INV 341.7 INV 343.0 INV 343.0 INV 339.1INV 339.1 INV 339.0 INV 345.5INV 345.5 INV 345.5 INV 347.0 INV 347.0 INV 344.0 INV 342.5 EX INV 342.5 INV 344.6 INV 344.6 INV 345.0 INV 341.8INV -3.2 INV 344.0 EX INV 342.0 12"S D 12 " S D 28 IR O N H O R S E P A R K W A Y 1 2 " S D 8"S D CO U R T H 8 " S D 64 CC 8"W 8" W 8"SS 8"SS 8" S S EV EV 83 84 82 79 81 80 12 " S D TYPICAL UTILITY CONNECTION DETAIL SCALE: 1"=20' CO U R T A W LAT SS LAT 1"WM & WATER SERVICE (TYP) SS SEWER CO (TYP) 5.1.k Packet Pg. 398 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV EV HORIZON P A R K W A Y STREET B ST R E E T A STREET C STR E E T C ST R E E T D CO U R T D CO U R T A CO U R T B CO U R T C CO U R T E CO U R T F CO U R T G CO U R T H CO U R T I CO U R T J CO U R T K CO U R T L CO U R T M CO U R T N CO U R T O DMA #1 DMA #3 DMA #4 DMA #5 DMA #6 DMA #2 DMA #7 DMA #8 DMA #9 DMA #12 DMA #11 DMA #10 DMA #14 DMA #15 DMA #13 DMA #16 DMA #19 DMA #17DMA #18 DMA #20 #10#11 #1 #15 #14 #13 #9 #5 #4 #20 #2 #6 #3 #18 #17 #16 #8 #19 #12 #7 DMA #21 #21 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. DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 25439 14248 39687 26864 1075 2196 2 24060 10177 34237 25078 1003 1080 3 8459 1602 10061 8619 345 368 4 5327 509 5836 5000 200 240 5 9201 7870 17071 9988 400 783 6 4460 2560 7020 4716 189 199 7 11629 3172 14801 11946 478 480 8 18083 4196 22279 18503 740 764 9 6388 3323 9711 6720 269 403 10 3648 0 3648 3648 146 160 11 2651 0 2651 2651 106 120 12 2166 989 3155 2265 91 96 13 9550 3358 12908 9886 395 756 14 20851 8250 29101 21676 867 1220 15 5915 2824 8739 6197 248 438 16 7118 2605 9723 7379 295 296 17 8494 2499 10993 8744 350 368 18 11476 2964 14440 11772 471 480 19 7715 3146 10861 8030 321 336 20 17887 4541 22428 18341 734 744 21 1420 540 1960 1679 67 80 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 5.1.k Packet Pg. 399 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) C/L 4' S/W 12'12' R/W R/W 32' PUE, PAE, EVAE, DSRSD CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C F/C 0.5'B/C 0.5'B/C SECTION A-A NTS STREET A 5' PUE BLDG. 38' PUE, PAE, EVAE, DSRSD 25' 4'5' L/S AREA 14' TRAVEL WAY R/W C/L 11' TRAVEL WAY 4' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C F/C R/W 0.5'B/C 0.5'B/C SECTION B-B NTS STREET B BLDG. 5' PUE 5' PUE SECTION C-C NTS STREET B 5' PUE BLDG. S/W BLDG. CURB & GUTTER, SEE DETAIL ON SHEET 0.3 38' PUE, PAE, EVAE, DSRSD 30' 4' S/W R/W C/L 11' TRAVEL WAY 4' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C F/C R/W 0.5'B/C 0.5'B/C BLDG. 5' PUE 5' PUE BLDG. CURB & GUTTER, SEE DETAIL ON SHEET 0.3 11' TRAVEL WAY 8' PARKING SECTION D-D NTS STREET C 40' PUE, PAE, EVAE, DSRSD 27' 5' R/W C/L 12' TRAVEL WAY 4' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C F/C R/W 0.5'B/C 0.5'B/C BLDG. 5' PUE 5' PUE BLDG. CURB & GUTTER, SEE DETAIL ON SHEET 0.3 15' TRAVEL WAY4' S/W L/SAREA 4' S/W C/L 6' PSE 67' RIGHT OF WAY 8'11'12'11'5'10' 6'6' PARKINGTRAVEL WAYDUAL TURN LANETRAVEL WAY PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER ADJACENT TO BIO-RETENTION AREA AC AB BUILDING NTS HORIZON PARKWAY PWAY FC 0.5'B/C R/W 6' PSE 10' S/W FC 0.5'B/C R/W NTS HORIZON PARKWAY 11'5'10' 6' PSE TRAVEL LANEPWAY 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' (WEST OF IRON HORSE PARKWAY)(EAST OF IRON HORSE PARKWAY) 6'SCHOOL SITE PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 CLASS I TRAIL CLASS I TRAIL C/L 60' PUE, PAE, EVAE, DSRSD 50' 4' S/W 8' PARKING 12' TRAVEL WAY AC AB 6' S/W18' PARKING CURB & GUTTER, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 R/W R/W F/C F/C 0.5'B/C 0.5'B/C SECTION F-F NTS STREET C 5' PUE BLDG. 23' PUE, PAE, EVAE, DSRSD 22' 0.5' GARAGE FLR.GARAGE FLR. AC AB C/L 0.5' DWY APRON FLUSH CURB, SEE DETAIL ON SHEET 0.3 ROLLED CURB, SEE DETAIL ON SHEET 0.3 11'11' DWY APRONB/C B/C F/C F/C SECTION G-G NTS STREET D, COURTS A, B, C, & E THRU O SECTION E-E NTS STREET C 40' PUE, PAE, EVAE, DSRSD 32' R/W C/L 12' TRAVEL WAY 4' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AC AB F/C F/C R/W 0.5'B/C 0.5'B/C BLDG. 5' PUE 5' PUE BLDG. CURB & GUTTER, SEE DETAIL ON SHEET 0.3 12' TRAVEL WAY4' S/W 8' PARKING 5' PUE 12' TRAVEL WAY SECTION H-H NTS PROPOSED CHABOT CREEK 20'± ACCESS ROAD P/L (NH19) TRACT 8373CAMP PARKS 5' REAR YARD BUILDING 0.5'± 7' MASONRY WALL EX GROUND ON ARMY BASE PROPOSED ZONE 7 ACCESS PAVED ROAD. SEE APPROVED ARMY BASE DETENTION PLANS (BY RJA) P/L 6' BUILDING 6TH STREET (NH19) TRACT 8373 RETAINING VARIES 1.4'-1.6' SECTION I-I NTS CAMP PARKS 0.5'± EX PVMT 7' MASONRY WALL WITH RETAINING PER PLAN 5'10' 6' PUE PWAYCLASS I TRAIL 0.5'B/C R/W VARIES-BIORETENTION P/L VARIES REAR YARD BUILDING 0.5'± 6' THEME WALL WITH RETAINING PER PLAN HORIZON PARKWAY TRACT 8373 (NH19) SECTION J-J NTS 4'6' PSE R/W 6' THEME WALL WITH RETAINING PER PLAN HORIZON PARKWAY TRACT 8373 (NH19) SECTION K-K NTS RETAINING WALL VARIES 1.4'-2.0' 5' MIN EXISTING BUILDING SECTION L-L NTS P/L EXISTING RETAINING WALL3:1BIO-RETENTION 2.0'-4.7 EXISTING FENCE 10' CLASS I TRAIL 2'12' BUS PULLOUT PAD (REAR YARD) CONCRETE BUS PAD EXISTING RETAINING WALL SECTION M-M NTS VARIES 3'-5' BUILDING DRAINAGE SWALE EXISTING RETAINING WALL EXISTING BUILDING P/L EXISTING FENCE 5' MIN 4' S/W VARIES 2.5'-8' 7'-12' PAE 5.1.k Packet Pg. 400 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) EX GAS EX FIBER OPTIC EX ELECTRICAL EX GAS EX 8"W TO BE REMOVED EX 8"W TO BE REMOVED E X E L E C T R I C EX 1 8 " S S T O BE R E M O V E D EX F I B E R O P T I C EX G A S EX ELECTRICALEX ELECTRICAL EX F I B E R O P T I C EX FIBER OPTIC EX 1 8 " S S T O BE R E M O V E D EX 8"SS TO BE REMOVED EX 8"W TO BE REMOVED EX W T O BE R E M O V E D EX W TO BE REMOVED HORIZON PARKWAY CAMP PARKS 5TH STREET NH24 FUTURE PARK NH 21-23 (TO BE REMOVED) (TO BE REMOVED)EX ELECTRIC TO BE REMOVED EX GAS TO BE REMOVED 5.1.k Packet Pg. 401 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PARCEL D PARCEL C 25 26 21 16 17 20 14 23 53 55 62 24 22 15 PA R C E L A 58 PARCEL H PARCEL I 31 30 2932 464748 45 18 27 4928 19 5251 63 54 60 57 61 56 41 PA R C E L G 443637 PA R C E L F 4033 PA R C E L E 34 3835 4239 43 73 PARCEL B5 7 8 11 64 71 PARCEL K 13 6 4 75 PARCEL J 67 1 9 10 74 72 23 65 7069 6612 38'78'38'52' 60 ' 49'29' 49' 53 ' 4' 20' 4'3'10' 17'3'6'6 '11'22'47' 9' 7' 48 ' 32'38'46' N88°24'09"W 460.00' BNDY N1 ° 3 5 ' 5 1 " E 6 4 9 . 1 9 ' B N D Y N1 ° 3 5 ' 5 1 " E 6 6 7 . 8 5 ' B N D Y N88°26'23"W 307.95' BNDY R=639.00'Δ=13°46'00"L=15 3.5 3 B N D Y 68' 11'15' 46 ' 46 ' 62'61' 44 ' 51 ' 31 ' 80' 44 ' 73'77'77'76'77' 11'13 ' 15' 44 ' 62'62' 31 ' 15'11' 31 ' 64' 46 ' 46 '51 ' 46 ' 41 '51 ' 44 ' 51 ' 31 ' 31 ' 31 ' 5'5'5'11'5'5'28'60'60'28'60'60'61'5' 39'38'38'38'52' 39'38'38'38'42' 75 '71 ' 44 ' 60 ' 53 ' 61 ' 60 ' 28 ' 44 ' 62 ' 40 ' 60 ' 49' 4' 20' 4' 10' 17'3' 6' 11'11' 6 ' 3' 4' 22'47' 49'4' 29'7' 9' 62 ' 44 ' 44 ' 50 ' 62 ' 44 ' 53 ' 32'38'46' 78' 48 ' 62 ' 62 ' 38'38'52' 60 ' 60 ' 61 ' 53 ' 60 ' 49' 4'24' 4' 53 ' 4'49'29'7' 9' 32'38'47' 47'22' 3'6 ' 11'11' 6' 3' 17'5' 54 ' 68 ' 68 '67 ' 78'38'38'52'46'52'36'36'39' 7 9' 67 ' 68 ' 67 ' 50 ' 47'38'32' 9' 29' 12 '49' 47'22' 3' 6' 11'11' 6 ' 3' 17' 5' 10' 4' 24' 31 ' 62 ' 49'4' 53 ' 60 ' 60 ' 47'38'32' 52'38'38'78' 29' 7'9' 62 ' 62 ' 4' 48 ' 49' 44 ' 44 ' 47'22' 3' 6' 11'11' 6 ' 3' 17' 5' 10' 4' 24'49'4' 62 ' 53 ' 52'38'38'78' 44 ' 44 ' 60 ' 53 ' 61 ' 60 ' 60 ' 60 ' 71 ' 62 ' 62 ' 47'38'32'9'9'9'7' 29' 9' 48 ' 48 ' 49'4' 53 ' 49' 62 ' 47'22' 61 ' 53 ' 60 ' 52'38'38'38'39' 42'38'38'38'39' 75 ' 40 ' 3' 6' 11'11' 6 ' 3' 17' 5' 10' 4' 24'4' 44 ' 28 ' 28 ' 28 ' 28 ' 28 ' 30' 61 ' 53 ' 60 ' 16 ' 33 ' COURT P COURT U COURT Q COURT R COURT T COURT S ST R E E T E STREET F CO U R T X HORIZON PARKWAY CO U R T W CO U R T V CAMP PARKS 5TH STREET NH24 FUTURE PARK NH 21-23 5' 5' 5' 5 ' 5'5' 5'5 ' 5'5' 5 '5' 68 11'11' 59 58' 50 75 ' 75 ' 75 ' 75 ' 78' 75 ' 75 ' 75 ' 75 ' 62 ' 62 ' 53 ' 61 ' 60 ' PARCEL A PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL B PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL C PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL D PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL E PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL F PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCELG PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL H PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL I PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL J PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL K HOA LANDSCAPE PARCEL LOTS 1 THRU 75 RESIDENTIAL CONDOMINIUMS (75 UNITS) NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /FOR HOA MAINTENANCE RESPONSIBILITIES. PARCEL AREA TABLE PARCEL/ LOT # AREA (SF±)PARCEL/ LOT # AREA (SF±)PARCEL/ LOT # AREA (SF±)PARCEL/ LOT # AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3546 2628 2621 4056 3038 3592 2262 2264 3197 3222 2387 2379 3563 3038 3594 2262 2264 3197 3222 2387 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 2379 3563 3038 3594 2262 2264 3197 3916 2908 2908 2908 2984 3523 3198 2954 3188 3163 2886 2954 3188 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 3191 2956 3018 3308 2984 2908 2908 2908 3916 3197 2264 2262 3592 3038 3563 2379 2387 3222 3197 2264 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E 2262 3592 3038 3563 2379 2387 3222 3197 2264 2262 3592 3038 2520 2612 3543 42884 5146 5144 5144 2202 PARCEL F PARCEL G PARCEL H PARCEL I PARCEL J PARCEL K 2202 2209 5146 5146 5625 2739 5.1.k Packet Pg. 402 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PLAN 4A PL A N 3 A PL A N 3 A PLAN 4A PL A N 3 A PL A N 3 A PLAN 3A PLAN 3A PLAN 3APLAN 3A PLAN 3A PLAN 3A PLAN 2A PLAN 2A PLAN 4A PL A N 3 A PLAN 4A PL A N 5 A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 4A PL A N 3 A PL A N 3 A PLAN 4A PLAN 2APLAN 2A PL A N 1 X A PL A N 1 X A PLAN 1XA PLAN 1XA PLAN 1XAPLAN 1XA PLAN 1XA PLAN 1XA PL A N 1 X A PL A N 1 X A PL A N 1 X A PL A N 1 X A PLAN 4A PLAN 2A PLAN 4A PL A N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XAPLAN 1XA PL A N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XA PLAN 1XAPLAN 1XA PL A N 5 A PL A N 5 A PL A N 5 A PLAN 1XC PLAN 1XB FF 3 5 6 . 7 P 3 5 5 . 7 GL 3 5 6 . 0 GL 3 5 5 . 7 FF 3 5 6 . 4 P 3 5 5 . 4 GL 3 5 6 . 2 GL 3 5 5 . 6 FF 3 5 6 . 9 P 3 5 5 . 9 FF 3 5 6 . 3 P 3 5 5 . 3 FF 3 5 6 . 2 P 3 5 5 . 2 GL 3 5 5 . 5 GL 3 5 4 . 9 FF 3 5 5 . 6 P 3 5 4 . 6 GL 3 5 5 . 4 GL 3 5 4 . 8 FF 3 5 6 . 1 P 3 5 5 . 1 FF 3 5 5 . 5 P 3 5 4 . 5 FF 3 5 6 . 9 P 3 5 5 . 9 GL 3 5 6 . 2 GL 3 5 5 . 6 FF 3 5 6 . 3 P 3 5 5 . 3 GL 3 5 6 . 2 GL 3 5 5 . 7 FF 3 5 6 . 9 P 3 5 5 . 9 FF 3 5 6 . 4 P 3 5 5 . 4 GL354.4 FF 354.8 P 353.8 GL354.6 FF 355.0 P 354.0 FF 355.2 P 354.2 FF 355.4 P 354.4 FF 355.6 P 354.6 GL354.8 GL355.0 GL355.2GL354.4 FF 354.8 P 353.8 GL354.6GL354.8GL355.0GL355.2 FF 355.0 P 354.0 FF 355.2 P 354.2 FF 355.4 P 354.4 FF 355.6 P 354.6 GL352.2 FF 353.0 P 352.0 FF 354.0 P 353.0 GL353.3 GL353.5 FF 354.2 P 353.2 GL354.1 FF 354.8 P 353.8 GL352.1 FF 352.5 P 351.5 GL352.3 GL352.5 FF 352.7 P 351.7 FF 352.9 P 351.9 GL353.1 FF 353.5 P 352.5 GL 3 5 3 . 3 FF 354.1 P 353.1 GL352.2 FF 353.0 P 352.0FF 354.0 P 353.0 GL353.3GL353.5 FF 354.2 P 353.2 GL354.1FF 354.8 P 353.8 GL352.1 FF 352.5 P 351.5 GL352.3GL352.5 FF 352.7 P 351.7 FF 352.9 P 351.9GL353.1 FF 353.5 P 352.5 GL 3 5 3 . 3 FF 354.1 P 353.1 GL349.9 FF 350.7 P 349.7 FF 351.7 P 350.7 GL351.0 GL351.2 FF 351.9 P 350.9 GL351.8 FF 352.5 P 351.5 GL349.8 FF 350.2 P 349.2 GL350.0 GL350.2 FF 350.4 P 349.4 FF 350.6 P 349.6 GL350.7 FF 351.1 P 350.1 GL 3 5 1 . 0 FF 351.8 P 350.8 GL349.9 FF 350.7 P 349.7FF 351.7 P 350.7 GL351.0GL351.2 FF 351.9 P 350.9 GL351.8FF 352.5 P 351.5 GL349.8 FF 350.2 P 349.2 GL350.0GL350.2 FF 350.4 P 349.4 FF 350.6 P 349.6GL350.7 FF 351.1 P 350.1 GL 3 5 1 . 0 FF 351.8 P 350.8 GL347.3 FF 348.1 P 347.1 FF 349.1 P 348.1 GL348.4 GL348.9 FF 349.6 P 348.6 GL348.4 FF 348.9 P 347.9 GL 3 4 7 . 2 FF 347.9 P 346.9 GL347.3 FF 347.7 P 346.7 GL347.1 GL346.9 FF 347.5 P 346.5 FF 347.3 P 346.3 GL347.7 FF 348.5 P 347.5FF 349.5 P 348.5 GL348.8GL349.0 FF 349.7 P 348.7 GL349.6FF 350.3 P 349.3 GL347.6 FF 348.0 P 347.0 GL347.8GL348.0 FF 348.2 P 347.2 FF 348.4 P 347.4GL348.5 FF 348.9 P 347.9 GL 3 4 8 . 8 FF 349.6 P 348.6 2% 1% 352.3 0.5% 2% 5. 3 % 2% 5. 6 % 5. 6 % 2% 1% 352.3 0.5%2% 5. 3 % 2% 5. 6 % 5. 6 % 351.7 353.0 351.7 353.0 352.7 352.3 352.4 2% 1% 350.0 0.5%2% 5. 3 % 5. 6 % 5. 6 % 349.4 350.7 34 9 . 1 2% 1% 347.8 0.5%2% 5. 3 % 5. 6 % 5. 6 % 347.2 348.5 34 6 . 9 347.9 1.7' RET WALL 1.8' RET WALL 1.8' RET WALL 2.1' RET WALL 1.8' RET WALL 1.8' RET WALL 1.3' RET WALL 2.2' RET WALL 2% 1% 350.0 0.5%2% 5. 3 % 5. 6 % 5. 6 % 349.4 350.7 350.4 350.0 350.1 2% 2% 0.5%2% 6. 4 % 12 % 7. 8 % 347.2 347.0 346.7 346.6 1% 1.9' RET WALL 1.0' RET WALL 1.8' RET WALL 346.0 346.6 345.2 34 4 . 2 34 4 . 8 2% 4% 2%2% 2%2% 35 1 . 3 2%2% 1. 4 7 % 1. 4 7 % 1. 2 6 % 353.5 35 3 . 1 2% 346.2 345.2 2% 2% 0.53%354.3 354.7 0.53% 2% 35 4 . 6 2% 35 6 . 1 356.7 1. 9 % 35 3 . 8 2% 35 5 . 3 355.9 1. 9 % 35 4 . 6 35 6 . 1 356.7 1. 9 % 2% 354.3354.7 0.52% 0.52% 1.3' RET WALL 2.8' RET WALL 2.1' RET WALL 2.9' RET WALL 2.1' RET WALL C D EB A 34 3835 4239 43 443637334140 464748 45493130293228 25 26 21 20 23 24 22 27 19 57 56 55 58 60 61 62 63 65661211 16 17 14 15 13 67 18 10 7069 64 71789 23 5 4 1 74 72 75 73 6 5251 54 53 34 5 . 4 346.1 HP 344.7 LP 345.7 HP 344.7 LP 346.7 GB 347.4 350.3 HP 349.2 LP 349.7 GB 346.3 2%2%2%2% COURT P COURT U COURT Q COURT R COURT T COURT S STREET F CO U R T X HORIZON PARKWAY CO U R T W CO U R T V H I J FE R N A N D E Z A V E EV A N S A V E CAMP PARKS 5TH STREET ST R E E T E DA V I S A V E NH21 NH24 GB 346.0 6" C&G W/ CITY STD DEPRESSED DRIVEWAY DETAIL CD-111 FLUSH CURB 3" ROLLED C&G FLUSH CURB 3" ROLLED C&G FLUSH CURBFLUSH CURB 6" C U R B 6" C U R B FL U S H CU R B 3" R O L L E D C& G 6" C&G W/ CITY STD DEPRESSED DRIVEWAY DETAIL CD-111 3" R O L L E D C& G FL U S H CU R B 3" R O L L E D C& G FL U S H CU R B 6" C&G FLUSH CURB 3" ROLLED C&G FLUSH CURB 3" ROLLED C&G 6" CURB 6" C&G 3" ROLLED C&G 3" ROLLED C&G R=20'R=20' R=5' (TYP)R=5' (TYP) R=10' R=10' R=15' R=15' R=15' R=15' R=10' R=10' R=10' R=10' R=15'R=15' R=15' R=10' R=10' R=10' R=10' R=15' R=15' R=15' R=15' R=10' R=10' R=3'(TYP) R=20' R=20' 6" CURB 6" CURB 6" C U R B 68 59 50 J 2:1 2:1 2:1 TOE OF 2:1 SLOPE DAYLIGHT TOE OF 2:1 SLOPE DAYLIGHT 2:1 2:1 NOTE: 1.SEE SHEET 2.5 FOR CROSS SECTIONS. 2.DAYLIGHT GRADING ON ADJUSTMENT ARMY PROPERTY (FUTURE NH21 & NH24) IS ALLOWED THROUGH EXISTING LIFOC AGREEMENT BETWEEN DEVELOPER AND ARMY. L M E D K K D 5.1.k Packet Pg. 403 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PLAN 4A PL A N 3 A PL A N 3 A PLAN 4A PL A N 3 A PL A N 3 A PLAN 3A PLAN 3A PLAN 3APLAN 3A PLAN 3A PLAN 3A PLAN 2A PLAN 2A PLAN 4A PL A N 3 A PLAN 4A PL A N 5 A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 4A PL A N 3 A PL A N 3 A PLAN 4A PLAN 2APLAN 2A PL A N 1 X A PL A N 1 X A PLAN 1XA PLAN 1XA PLAN 1XAPLAN 1XA PLAN 1XA PLAN 1XA PL A N 1 X A PL A N 1 X A PL A N 1 X A PL A N 1 X A PLAN 4A PLAN 2A PLAN 4A PL A N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XAPLAN 1XA PL A N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XA PLAN 1XAPLAN 1XA PL A N 5 A PL A N 5 A PL A N 5 A PLAN 1XC PLAN 1XB 3835 36 37 33 34 4239 4140 43 44 31 30 2932 464748 454928 25 26 23 24 27 21 16 17 20 14 22 15 18 19 23 12 5 7 8 1113 6 4 1 9 10 5251 54 57 56 53 55 58 63 60 61 62 72 65 7069 66 64 71 67 7475 73 EX 1 8 " S D EX 1 8 " S D EX 36"SD E X 3 0"S D EX 30"SD COURT U COURT Q COURT R COURT T COURT S ST R E E T E STREET F CO U R T X HORIZON PARKWAY CO U R T W CO U R T V COURT P 50 68 59 8"SS 8"W 8"W 8"SS 8"SS 8"W 8"SS 6" S S 8" W 6" S S 8" W 6" S S 8" W 8" S S 8" W 8"SS 8"W 8"SS 8"W 8" S S 8" W 8"SS 8"W 8"SS 8"W 8" S S 8" W 8"W 8"SS 8"W 8" S S 8" W 8"SS EX 12"RW EX 18"SS E X 12 "R W EX 12"W 8"W E X 12 "W EX 18"SS EX 18"S S 18 " S D 18 " S D 18 " S D 18 " S D 12" S D 18"SD 18 " S D 18 " S D 18 " S D 18" S D 18"SD 18 " S D 18 " S D 18"SD SD S D SD 12"SD12"SD 12"SD 12"SD 12"SD 18 " S D INV 340.5 INV 345.0 INV 336.6INV 336.6INV 336.6 INV 336.5 INV 342.7 INV 339.0 INV 345.0 INV 348.6 INV 350.0INV 347.0 INV 344.0INV 344.0INV 344.0 INV 343.9 INV 350.0 INV 348.3 INV 345.0 INV 340.1INV 340.1INV 340.1 INV 340.0 INV 333.0INV 333.0INV 333.0 INV 332.9 INV 329.8 EX INV 329.7 INV 346.9INV 346.9 INV 346.9 INV 342.7 INV 342.7 EX INV 338.0 PLAN 4A PL A N 3 A PL A N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XAPLAN 1XA PL A N 5 A 5251 54 57 56 53 55 58 50 8" S S 8" W 8"SS 8"W 8" S S 8" W 12"SD 18 " S D INV 342.7 INV 342.7 TYPICAL UTILITY CONNECTION DETAIL SCALE: 1"=20' COURT U 1"WM & WATER SERVICE (TYP) SS SEWER CO (TYP) W L A T SS L A T 5.1.k Packet Pg. 404 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PLAN 4A PL A N 3 A PL A N 3 A PLAN 4A PL A N 3 A PL A N 3 A PLAN 3A PLAN 3A PLAN 3APLAN 3A PLAN 3A PLAN 3A PLAN 2A PLAN 2A PLAN 4A PL A N 3 A PLAN 4A PL A N 5 A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 4A PL A N 3 A PL A N 3 A PLAN 4A PLAN 2APLAN 2A PL A N 1 X A PL A N 1 X A PLAN 1XA PLAN 1XA PLAN 1XAPLAN 1XA PLAN 1XA PLAN 1XA PL A N 1 X A PL A N 1 X A PL A N 1 X A PL A N 1 X A PLAN 4A PLAN 2A PLAN 4A PL A N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XAPLAN 1XA PL A N 3 A PLAN 4A PLAN 2APLAN 2A PLAN 1XA PLAN 1XAPLAN 1XA PL A N 5 A PL A N 5 A PL A N 5 A PLAN 1XC PLAN 1XB PL A N 3 C PL A N 3 C PL A N 3 B PL A N 3 B PL A N 3 B PLAN 2B PLAN 4B PL A N 5 C PL A N 5 B PLAN1XA-ENH ENH ENH ENH ENHEN H EN H EN H #3 #5 #7 #11 #12 #1 #16 #8 #2 #13 #15 #21 #17 #22 #14 #18 #23 #4 #6 #9 #10 #20 #24 #19 COURT P COURT Q COURT U COURT T COURT R COURT S ST R E E T E STREET F CO U R T X HORIZON PARKWAY CO U R T W CO U R T V DMA #1 DM A # 2 DMA #3 DMA #4 DMA #5 DMA #6 DMA #7 DMA #9 DMA #11 DMA #12 DMA #10 DMA #8 DMA #13 DMA #14 DMA #15 DMA #18 DMA #21 DMA #23 DMA #24 DMA #22 DMA #20 DMA #17DMA #16 DMA #19 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. DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 22363 8844 31207 23247 930 1185 2 2000 247 2247 2025 81 96 3 13619 3768 17387 13996 560 576 4 3260 1390 4650 3399 136 136 5 13468 2971 16439 13765 551 552 6 3286 1451 4737 3431 137 144 7 13468 2971 16439 13765 551 552 8 13468 2971 16439 13765 551 552 9 17927 7865 25792 18714 749 752 10 17918 7584 25502 18676 747 752 11 17592 9114 26706 18503 740 744 12 20276 8321 28597 21108 844 848 13 4087 2631 6718 4350 174 180 14 4968 2531 7499 5221 209 224 15 4087 1838 5925 4271 171 180 16 14936 2960 17896 15232 609 624 17 4087 1838 5925 4271 171 180 18 4968 2441 7409 5212 208 224 19 3286 1451 4737 3431 137 144 20 4968 2441 7409 5212 208 224 21 4087 1834 5921 4270 171 180 22 4087 1834 5921 4270 171 180 23 4968 2441 7409 5212 208 224 24 4968 2441 7409 5212 208 224 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 5.1.k Packet Pg. 405 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) SECTION A-A AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS STREET E 13' TRAVEL LANE R/W 5' PWAY 5' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 F/C 0.5' B/C 13' TRAVEL LANE R/W 5' PWAY 5' S/W 26' 46' PUE, PAE, EVAE, DSRSD SECTION B-B AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS STREET E 8' PARKING R/W 5' S/W6' PUE 36' 46' PUE, PAE, EVAE, DSRSD 10' TRAVEL LANE F/C 0.5' B/C 8' PARKING R/W 5' S/W CURB & GUTTER, SEE DETAIL ON SHEET 0.3 SECTION C-C AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS STREET F 8' PARKING R/W 5' S/W5' PUE 30' 40' PUE, PAE, EVAE, DSRSD 11' TRAVEL LANE 11' TRAVEL LANE F/C 0.5' B/C R/W 5' S/W 5' PUE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 C/L ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 4' S/W11' TRAVEL WAY 11' TRAVEL WAY F/CF/C 22' 0.5' 26.5' PUE, PAE, EVAE, DSRSD 0.5' B/WB/C SECTION D-D NTS COURTS P, Q, R, S, T, U, V, W, AND X DWY APRON (4'±) DWY APRON (4±) GARAGE FLR.GARAGE FLR. 6' PUE 6' PUE 10' TRAVEL LANE NOTE: DUBLIN STANDARD DETAIL CD-111 "DEPRESSED DRIVEWAY APPROACH" TO BE USED FOR INDIVIDUAL DRIVEWAYS 6' PUE 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 F/CF/C 30' 0.5' 34.5' PUE, PAE, EVAE, DSRSD B/WB/C DWY APRON (4'±) 7'± BUILDING GARAGE FLR. C/L 8' PARKING SECTION E-E NTS COURTS P, Q, R, S, T AND U P/L 10' BUILDING 5TH STREET (NH20) TRACT 8373 7'± MASONRY WALL WITH RETAINING PER PLAN ARMY FENCE SECTION H-H NTS CAMP PARKS P/L 10' BUILDING 5TH STREET (NH20) TRACT 8373 7' MASONRY WALL WITH RETAINING PER PLAN ARMY FENCE SECTION I-I NTS CAMP PARKS P/L 5' MIN. BUILDING (NH20) TRACT 8373 FENCE ARMY FENCE SECTION J-J NTS CAMP PARKS INTERIM CONDITION 10' (FUTURE NH24) 2:1 1' DAYLIGHT VARIES 2'-23' EDGE OF PAVEMENT EVANS AVENUE 39'± MAX. RETAINING 2.9' MAX. RETAINING 2.91 10' NTS HORIZON PARKWAY 11'5'10' 6' PSE TRAVEL LANEPWAYCLASS I TRAIL 70' 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 SILVA CELLS FOR STORM WATER TREATMENT 0.5'B/C 0.5'B/C R/WR/W DUAL TURN LANE 11' TRAVEL LANE C/L 6'6' 8' PARKING BUILDING 5' MIN REAR YARD 6' THEME WALL WITH RETAINING PER PLAN NH20 FUTURE PARK PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 P/L 5' MIN. BUILDING (NH20) TRACT 8373 FENCE ARMY FENCE SECTION K-K NTS CAMP PARKS INTERIM CONDITION 10' (FUTURE NH21) 2:1 1' DAYLIGHT VARIES 6'-23' R/W 5' MIN. BUILDING (NH20) TRACT 8373 6' THEME WALL SECTION L-L NTS HORIZON PARKWAY MAX. RETAINING 1.9' 6' PSE 10' S/W 5' L/S F/C R/W 5' MIN. BUILDING (NH20) TRACT 8373 6' THEME WALL SECTION M-M NTS HORIZON PARKWAY 6' PSE 10' S/W 5' L/S F/C 5.1.k Packet Pg. 406 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) S C A R L E T T D R I V E HORIZON PARKWAY CAMP PARKS 5TH STREET AD A M S A V E 4TH STREET BR Y A N T A V E . CR O M W E L L A V E . DA V I S A V E . FO R C O N T I N U A T I O N S E E B E L O W FO R C O N T I N U A T I O N S E E A B O V E EX FIBER OPTIC TO BE REMOVED EX GAS TO BE REMOVED EX 1 2 " S S T O B E R E M O V E D EX 12 " S S T O B E R E M O V E D EX 1 2 " S S T O B E R E M O V E D EX GAS TO BE REMOVED E X G A S T O B E R E M O V E D EX E L E C T R I C T O B E R E M O V E D EX F I B E R O P T I C T O B E R E M O V E D E X S D T O B E R E M O V E D EX ELECTRIC TO BE REMOVED EX FIBER OPTIC TO BE REMOVED EX W A T E R T O B E R E M O V E D EX 6 " W T O B E R E M O V E D EX FIBER OPTIC TO BE REMOVED EX T E L E P H O N E T O B E R E M O V E D EX E L E C T R I C T O B E R E M O V E D EX WATER TO BE REMOVED EX ELECTRIC BE REMOVED EX FIBER OPTIC TO BE REMOVED EX W A T E R T O B E R E M O V E D EX G A S T O B E R E M O V E D EX G A S T O B E R E M O V E D EX FIBER OPTIC TO BE REMOVED EX F I B E R O P T I C T O B E R E M O V E D EX 6 " W T O B E R E M O V E D EX TE L E P H O N E T O B E R E M O V E D EX G A S T O B E R E M O V E D EX WATER TO BE REMOVED EX W A T E R T O B E R E M O V E D EX 1 2 " S S T O B E R E M O V E D EX F I B E R O P T I C T O B E R E M O V E D EX T E L E P H O N E TO B E R E M O V E D EX GAS TO BE REMOVED EX F I B E R O P T I C T O B E R E M O V E D EX 6"W TO BE REMOVED E X S S T O B E R E M O V E D E X S S T O R E M A I N E X S S T O B E R E M O V E D E X E L E C T T O B E R E M O V E D EX WATER TO BE REMOVED EX WATER TO BE REMOVED E X S S T O B E R E M O V E D EX R W P I P E TO B E R E M O V E D E X S S T O B E R E M O V E D NH 2 0 S C A R L E T T D R I V E S C A R L E T T D R I V E EX FIBER OPTIC TO BE REMOVED EX 6 " W T O B E R E M O V E D EX F I B E R O P T I C T O B E R E M O V E D 4TH STREET EX 1 2 " W T O B E RE L O C A T E D SCARLETT DRIVE R.O.W. DEDICATION BY DUBLIN CROSSING, LLC SCARLETT DRIVE R.O.W. DEDICATION BY DUBLIN CROSSING, LLC FUTURE HOA PARCEL 5.1.k Packet Pg. 407 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PARCEL C PARCEL JPARCEL B PARCEL IPARCEL HPARCEL GPARCEL FPARCEL EPARCEL D PARCEL L PARCEL M PARCEL N PARCEL V PARCEL W 77 63 PARCEL P PARCEL Q 69 PARCEL X 68 PARCEL AE PARCEL AF PARCEL AG PARCEL AD PARCEL AC PARCEL AA 7976 74 73 7170 66 PARCEL S 65 PARCEL AB 54 59 62 50 46 43 39 42 47 60 56 55 53 5152 5857 61 4 8 12 17 20 24 29 32 373328211613952536 40 PARCEL Z 49 48 10 41 PARCEL AH 86 80828485 23 PARCEL A 11 87 97 30 31 72 3 PARCEL R 22 1 382 75 8183 PARCEL K 89 PARCEL U PARCEL Y 93 78 64 90 94 92 96 95 91 88 PARCEL AJ 6 7 14 15 18 19 26 27 34 35 PARCEL O 44 45 PARCEL T 67 PARCEL AI DO U G H E R T Y R O A D DA V I S A V E 5TH STREET AL L E Y S. B R Y A N T A V E . AL L E Y AL L E Y CAMP PARKS NH20 PARCEL AH GL351.0 HORIZON PARKWAY PA R C E L C PA R C E L J PA R C E L B PA R C E L I PA R C E L H PA R C E L G PA R C E L F PA R C E L E PA R C E L D 4 8 12 17 20 24 29 32 373328211613952536 231011 30 31 97 3 22 382 1 PA R C E L K PARCEL L 63 PARCEL Q 65 59 62 39 42 60 61 40 41 PARCEL R PARCEL V 6968 PAR C E L A F PAR C E L A G P A R C E L A PAR C E L A E PAR C E L A D 74 73 7170 75 77 PA R C E L A C PA R C E L A A 7976 PA R C E L A B 80828485 8687 8183 PARCEL Y 72 PARCEL P 54 56 55 53 5152 5857 PARCEL U PARCEL M 43 PARCEL N 50 47 PARCEL Z 49 48 122' 122' 47'47' 11'11' 57 ' 57 ' 21 ' 21 ' 57 ' 47' 47'47'42'23' 53 '31 ' 31 ' 11'11' 21 ' 21 ' 47' 53 ' 57 ' 57 '57 ' 47' 47' 47' 73 ' 53 ' 53 ' 20 ' 29' 73 ' 46 ' 117 ' 16 13 ' 6' 94' 5' 6 4' 40' 24' 10 ' 94' 11'58 ' 120 ' 69 ' 25' 10 ' 10 ' 95' 95' 21 ' 69 ' 120 ' 10 ' 10 ' 28' 32 ' 37 ' 17' 20' 6'66' 67 ' 108'1 6 ' 27' 7'17' 20' 19'51' 46 ' 16 ' 23 '149'101' 63 ' 63 ' 101'91'3 3'17' 101' 62 ' 101' 11 2 ' 73 ' 26 ' 31 ' 5'11' 33 3 ' 95' 95' 46' 132' 6 8 ' 1 5 ' 103 ' 24' 1 0 ' 1 0 ' 55' 168' 61 ' 24 ' 83' 160' 63 '66 164'137' 67 ' 164' 164' 67 ' 145' 110' 8' 26'4' 4'5' 10 ' 10 ' 7' 67 ' 67 ' 67 ' 77 ' 7' 28' 20 ' 21 ' 64' 74 ' 11' 13 2 ' 67' 67' 14 3 ' 31 ' 53 ' 31 ' 57 ' 57 ' 21 ' 21 ' 57 ' 57 ' 57 ' 21 ' 21 ' 11'11'11'11'31 ' 53 ' 47' 47'47' 47'47' 57 ' 57 ' 53 ' 47' 47'47' 57 ' 47'47' 59'59'59'59'59'59'59'59'59'59'59'59'59'59'70'69'59'59'59'33' 11'11' 21 ' 21 ' 21 ' 11' 31 ' 11' 21 ' 57 ' 57 ' 47'47' 53 ' 31 ' 11'11'12'11' 47'47' 21 ' 21 ' 57 ' 57 ' 57 ' 47' 47'47'47' 58' 53 ' 57 ' 57 ' 57 ' 31 ' 58'58'47'47'29'18'19'16'6' 58'47'47'47' 57 ' 57 ' 21 ' 11'11' 21 ' 57 ' 57 ' 56 ' 21 ' 9'53 ' 31 '29 ' 3' 1'16' 3' 3' 21 ' 21 ' 4'5 '3' 26' 17' 25' 1' 62' 66' 7' 13 5 ' 13 4 ' 99 ' 39' 98 ' 64'64' 86' 20 ' 7' 25' 1 7 ' 55' 23'47' 10'10 ' 43'28' 14 8 ' 95 ' 95 ' 63' 25' 84 ' 84 ' 10'10' 17 ' 25' 62' 5'5' 95 ' 95 ' 10'10'10' 69' 10 5 ' 95 ' 95 ' 10 5 ' 69'69' 80'80'80'80' 10' 10'10' 93 ' 92 ' 4' 26 ' 4 3 '9' 10'10' 10' 88'20'68' 8 6' 18' 15 ' 15 ' 129'129' 42'3' 30' 18 ' 99 ' 13 4 ' 7' 55' 14 9 ' 16 5 ' 48'67' 21 3 ' 10 ' 10 ' 7' 137' 77 ' 21 3 ' 22 ' 77 ' 14'12'14' 12' 29'25 ' 34 ' 57' 50 ' 21' 30' 11 ' 11 ' 21'57' 55'52' 12' 37 ' 57'21' 48 ' 11 ' 11 '33' 60 ' 57'21' 55' 47 ' 47 ' 59 ' 59 '47 ' 47 ' 57' 21'57' 11 ' 33'11 ' 21'57' 59 ' 47 ' 47 ' 55'57' 59 ' 33' 11 ' 21' 11 ' 21'57' 57' 47 ' 47 ' 48 ' 57' 48 ' 60 ' 55' 47 ' 47 ' 57'52' 59 ' 66 ' 59 ' 59 ' 21' 30'11 ' 11 ' 21'57' 47 ' 47 ' 57' 47 ' 47 ' 57'52' 47 ' 47 ' 59 ' 57'21' 30'11 ' 11 ' 21'57' 47 ' 47 '59 ' 52'57' 17 ' 48 ' 31' 12 2 ' 86' 10 5 ' 5' 3' 102'65' 28' 4' 10 ' N88°24'09"W 1328.33' 123' N1 ° 3 5 ' 5 1 " E 6 6 7 . 8 5 ' N4 6 ° 2 8 ' 4 7 " W 1 5 6 . 1 0 ' R =3 3 6 .0 0'Δ =14 °4 9'31"L=86.94'N88°26'23"W 549.05' 8' 21'21' PARCEL X 23'23' 1107' 23'23'23'23'23' 2 1' 21'21'21' 23 ' 23 ' 88 89 90 92 93 94 95 91 96 PARCEL W PARCEL S 64 46 78 14'N63°33'39"E 33.37' 19' 10 1 ' 79 ' 80 ' 79 ' 80 ' 41 ' 3 8' 3 ' 2 7 ' 3 4 ' 209' 210' 302' 18 ' 3' 30' 78' 78' 78' 78' 78' 78' 78' 78' 78' 78' 78' 78' 78 ' 78 ' 78 ' 78 ' 77 ' 57 ' 78 ' 57 ' 78 ' 78 ' 78 ' 78 ' 57 ' 78 ' 78 ' 57 ' 57 ' 59' 11 5 ' 103' 21 ' COURT F3 COURT L2 COURT K2 STREET K COURT P2 COURT O2 COURT N2 STREET M CO U R T T 2 COURT S2 CO U R T U 2 CO U R T E 3 CO U R T D 3 CO U R T C 3 ST R E E T G CO U R T B 3 COUR T A 3 COUR T Z 2 COU R T Y 2 COU R T X 2 COURT Y CO U R T A 2 CO U R T B 2 CO U R T C 2 CO U R T E 2 CO U R T F 2 CO U R T G 2 CO U R T H 2 CO U R T I 2 CO U R T J 2 ST R E E T I ST R E E T H ST R E E T J COURT R2 CO U R T Q 2 COURT W2 CO U R T Z CO U R T D 2 COURT M2 78 ' 78 ' PARCEL AJ 6 7 14 15 18 19 26 27 34 35 PARCEL O 44 45 PARCEL T ST R E E T M FUTURE HOA PARCEL (SCARLETT DRIVE RIGHT-OF-WAY) 53 ' 21' 22 ' 20'7' 2 5' 57 ' 23 ' 69 ' 29 ' 39'17 ' 36' 2' 109' 14 0 ' 69' 10 5 ' N1 ° 1 3 ' 0 2 " E 1 0 5 . 8 8 ' N4 6 ° 2 8 ' 4 7 " W 2 8 0 . 5 5 ' N4 6 ° 2 8 ' 4 1 " W 4 6 2 . 2 6 ' R=217.00' Δ=11°12'57" L=42.48 S 3 5 ° 1 5 ' 4 4 " E 2 7 . 0 3 ' R=283.00' Δ=7°01'05" L=34.66 R = 1 1 2 5 . 2 0 ' Δ = 9 ° 0 8 '2 5 " L = 1 7 9 . 5 0 ' R=30.00' Δ=84°57'47" L=44.49' PARCEL AI PARCEL/LOT # 1 2 3 4 5 8 9 10 11 12 13 16 AREA (SF±) 2701 2880 2880 2708 2707 2708 2708 2880 2880 2707 2708 2707 PARCEL/LOT # 17 20 21 22 23 24 25 28 29 30 31 32 AREA (SF±) 2707 2708 2708 2880 2880 2707 2708 2707 3306 3452 3420 3306 PARCEL/LOT # 33 36 37 38 39 40 41 42 43 46 47 48 AREA (SF±) 2708 2707 2702 2894 2825 3122 2821 2707 2708 2707 2707 2821 PARCEL/LOT # 49 50 51 52 53 54 55 56 57 58 59 60 AREA (SF±) 2825 2712 2765 3063 3008 2707 2707 3008 3008 2707 2707 3008 PARCEL/LOT # 61 62 63 64 65 66 68 69 70 71 72 73 AREA (SF±) 3060 2747 9699 6766 10703 6384 7875 6899 11068 9833 13810 9833 PARCEL/LOT # 74 75 76 77 78 79 80 81 82 83 84 85 AREA (SF±) 11068 7971 9897 6804 6743 9478 8687 7838 7418 7422 7426 8347 PARCEL/LOT # 86 87 88 89 90 91 92 93 94 95 96 97 AREA (SF±) 8525 9309 15854 9483 8840 8665 8623 8592 8627 9839 13299 9012 PARCEL/LOT # PARCEL A PARCEL AA PARCEL AB PARCEL AC PARCEL AD PARCEL AE PARCEL AF PARCEL AG PARCEL AH PARCEL AI PARCEL AJ PARCEL B AREA (SF±) 147595 1995 1995 1995 2165 1998 1995 2111 2573 577 18586 1806 PARCEL/LOT # PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G PARCEL H PARCEL I PARCEL J PARCEL K PARCEL L PARCEL M PARCEL N AREA (SF±) 1806 1806 1806 1805 1806 1806 1806 1806 4492 1805 1805 1805 PARCEL/LOT # PARCEL P PARCEL Q PARCEL R PARCEL S PARCEL T PARCEL U PARCEL V PARCEL W PARCEL X PARCEL Y PARCEL Z AREA (SF±) 1810 1810 8875 5484 1209 1487 6015 3704 14559 2015 8598 S C A R L E T T D R I V E 2% PROPOSED LAND USE SUMMARY: LOT / PARCEL NUMBER PROPOSED USE PARCEL A - S PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL T HOA LANDSCAPE PARCEL PARCEL U HOA LANDSCAPE PARCEL PARCEL V HOA LANDSCAPE PARCEL PARCEL W HOA LANDSCAPE PARCEL PARCEL X PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL Y HOA LANDSCAPE PARCEL PARCEL Z PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AA PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AB PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AC PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AD PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AE PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AF PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AG PRIVATE STREET PARCEL (PUE PAE, EVAE, DSRSD) PARCEL AH PRIVATE STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL AI HOA LANDSCAPE PARCEL PARCEL AJ PUBLIC RIGTH-OF-WAY DEDICATION FOR SCARLETT DRIVE AND DOUGHERTY ROAD LOTS 1 THRU 62 SINGLE FAMILY DETACHED LOTS LOTS 63 THRU 97 RESIDENTIAL CONDOMINIUMS (182 UNITS) NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /FOR HOA MAINTENANCE RESPONSIBILITIES. PARCEL AREA TABLE 5.1.k Packet Pg. 408 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) P/L BUILDING 5TH STREET (NH21) TRACT 8372 8'± MASONRY WALL WITH RETAINING PER PLAN ARMY FENCE SECTION O-O NTS CAMP PARKS NTS SECTION P-P BNDY BUILDING R/W L/S B/C 2:1 SCARLETT DRIVE IRON HORSE TRAIL RETAINING WALL (2'-4' HIGH) WETLAND DITCH MAX BIO-RETENTION BIKE LANE TRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANE EXISTING SCARLETT DRIVE MEDIAN AB 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45° 45° 45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45°45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EVEVEV EVVAN C DO U G H E R T Y R O A D 5TH STREET AL L E Y S. B R Y A N T A V E . AL L E Y AL L E Y CAMP PARKS 354.7 GL351.0 HORIZON PARKWAY FF 348.7 P 347.7 FF 349.5 P 348.5 FF 348.0 P 347.0 FF 349.0 P 348.0 FF 349.5 P 348.5 FF 350.5 P 349.5 FF 350.2 P 349.2 FF 351.0 P 350.0 FF 351.0 P 350.0 FF 352.0 P 351.0 FF 351.7 P 350.7FF 352.5 P 351.5 FF 353.2 P 352.2 FF 354.0 P 353.0 FF 352.5 P 351.5 FF 353.5 P 352.5 FF 351.7 P 350.7 FF 352.5 P 351.5 FF 351.0 P 350.0 FF 352.0 P 351.0 FF 350.2 P 349.2 FF 351.0 P 350.0 FF 349.5 P 348.5 FF 350.5 P 349.5 GL 3 4 5 . 5 GL346.7 GL 3 4 5 . 8 GL345.6 FF 346.0 P 344.8 FF 345.5 P 344.3 GL344.7 FF 344.7 P 343.5 GL344.3 FF 344.4 P 343.2 GL 3 4 4 . 0 GL 3 4 4 . 3 FF 345.1 P 343.9 FF 344.2 P 343.0 GL343.8 FF 343.2 P 342.0 GL342.8 FF 345.0 P 343.8 FF 344.8 P 343.6 FF 345.8 P 344.6 FF 346.3 P 345.1 FF 347.1 P 345.9 FF 349.3 P 348.1 FF 348.8 P 347.6FF 347.5 P 346.3 FF 347.0 P 345.8 FF 348.6 P 347.4 FF 347.3 P 346.1 FF 345.9 P 344.7 FF 346.8 P 345.6 FF 355.3 P 354.3 FF 354.1 P 353.1 FF 354.9 P 353.9 FF 356.3 P 355.3FF 354.4 P 353.4 FF 353.4 P 352.4FF 351.9 P 350.9 FF 352.9 P 351.9 FF 351.1 P 350.1 FF 351.9 P 350.9 FF 350.4 P 349.4 FF 351.4 P 350.4 FF 350.9 P 349.9 FF 350.1 P 349.1 FF 349.4 P 348.4 FF 350.4 P 349.4 FF 349.2 P 348.2 FF 350.0 P 349.0 3.8' RET WALL 3.8' RET WALL 1.4' RET WALL 1.3' RET WALL 1.3' RET WALL 1.5' RET WALL 1.5' RET WALL 1.6' RET WALL 1.3' RET WALL 2.1' RET WALL 1.6' RET WALL 1.4' RET WALL1.0' RET WALL2.1' RET WALL3.1' RET WALL4.0' RET WALL 1.0' RET WALL 1.8' RET WALL 1.9' RET WALL 2.2' RET WALL 2.4' RET WALL 2.2' RET WALL 2.5' RET WALL FF 349.5 P 348.5 FF 348.5 P 347.5 FF 348.9 P 347.9 FF 349.9 P 348.9 FF 349.6 P 348.6 FF 350.4 P 349.4 FF 350.4 P 349.4 FF 351.2 P 350.2 FF 350.7 P 349.7 FF 349.7 P 348.7 FF 349.8 P 348.8 FF 350.6 P 349.6 FF 350.1 P 349.1 FF 349.1 P 348.1 FF 348.9 P 347.9 FF 349.7 P 348.7 FF 349.2 P 348.2 FF 348.2 P 347.2 FF 346.9 P 345.7 FF 346.4 P 345.2 FF 346.8 P 345.6 FF 346.7 P 345.5 FF 346.1 P 344.9 FF 345.7 P 344.5 FF 344.9 P 343.7 FF 344.5 P 343.3 FF 344.0 P 342.8 FF 343.7 P 342.5 1.5' RET WALL 1.2' RET WALL 3.5' RET WALL3.1' RET WALL1.0' RET WALL 1.5' RET WALL 1.0' RET WALL 4.0' RET WALL 2.5' RET WALL 3.4' RET WALL 3.0' RET WALL 3.6' RET WALL 3.8' RET WALL FF 347.4 P 346.2 FF 347.6 P 346.4 FF 347.2 P 346.0 FF 347.5 P 346.3 FF 345.7 P 344.5 2.0' RET WALL 1.6' RET WALL 1.2' RET WALL 355.7 355.4 347.6347.2 345.5 345.5 345.4 345.5344.5343.5342.5 343.2 343.6342.5 339.9 336.1 336.2 339.5 337.9 337.5 337.6 338.0 338.2 338.5 338.4 339.0 339.4 339.8 340.2 340.6 341.0 341.3 346.1 346.4 344.6 344.1 344.5 344.7 344.5 3 4 2 . 4 343.5 344.3 345.2 344.8 345.2 345.8 345.9 BASIN BOTTOM 344.0 BASIN BOTTOM 345.3 348.9 348.5 349.3 346.3 BASIN BOTTOM 341.0 BIO-RETENTION BASIN BOTTOM 338.0 341.7 343.1 343.5 344.7 344.6 345.7 GB 346.0 350.9 351.6 GB 343.8 344.3 347.2 348.0 349.2 343.3 343.1 345.9 345.5 343.3 343.1 346.5 345.9 LP GB 345.5 346.3 HP 346.0 348.6 345.7 346.0345.6343.9 346.8 348.1 347.7 348.7 348.3 350.0 347.5 349.2 347.1 348.8 348.0 349.7 349.0 350.7 350.5 352.2 352.0 353.7 354.8 355.2 351.1 352.4 349.6 350.9 348.1 349.4 347.5 347.9 349.0 349.4 350.5350.9 346.0 347.0 347.2 348.3 347.6 347.3 347.9 347.4 343.9 343.7 344.4 GB 345.7 344.0 344.0 344.4 345.2 345.4 345.8 346.2 347.2 345.8 345.5 345.8 346.1 345.8 344.8 345.1 344.8 343.7 344.0 343.8 342.7 343.0 342.7 342.9 342.4 344.0 343.5 343.9 343.5 345.5 345.4 345.3 345.7 345.4 345.9 347.9 0.6% 1. 3 % 0.6% 0.6% 1.7% 1.7% 1.7% 1. 3 % 2. 0 % 4. 0 % 1. 0 % 0.5% 2.5% 0. 7 % 0. 7 % 2.2 % 3. 5 % 2. 0 % 1. 6 % 0. 5 % 2.0%2.0% 0.8% 2. 0 % 2. 0 % 0. 9 % 0. 9 % 0.5% 0.5% 0.5% 0. 5 % 0. 5 % 3.0%2.0% 1.3 % 1.0% 2.0 % 0. 5 % 0.64% LP 0 . 6 6 % 2.0% 1. 2 % 0 . 6 6 % 0 . 6 6 % 2.0 % 2.0 % 0.5 5 % 0.5 % 0.5 % 0.5 5 % 0.5 % 0.5 5 % 0.5 % 0.5 5 % 0.5%0.8%6.6% 0. 6 % 0 . 6 % 1.5% 2. 0 % 0. 7 % 1.5% 1.0%1.3% 1. 0 % 1. 0 % 1. 3 % 2. 0 % 1.3%0.5%0.5% 1. 4 % 2. 2 % 2. 2 % 2. 2 % 2. 2 % 2. 2 % 2. 2 % 2. 2 % 1. 7 % 0. 5 % 2.7%1.0% 2. 0 % 1. 3 % 2. 0 % 2. 0 % 0. 8 % 2% 1.2%1.2%0.9%0.75%0.75% 0. 9 % 1. 5 % 0. 7 % 2.0% 2.0%2.0% 2.0% 2.0% 2.0% 2.0% 2.0%2.0%2.0% 2.0% 2.0%2.0% 2.0%2.0%2.0%2.0% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 0.8%0.64% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 0.6% 1.0%0.7%0.7% 2.0%2.2% 2. 0 % 2. 0 % 2. 0 % 2. 0 % 0. 5 % 2. 0 % 2. 0 % 346.2 COURT F3 COURT L2 COURT K2 COURT P2 COURT O2 COURT N2 STREET M CO U R T T 2 COURT S2 CO U R T U 2 CO U R T E 3 CO U R T D 3 CO U R T C 3 ST R E E T G CO U R T B 3 COU R T A 3 COU R T Z 2 COU R T Y 2 COU R T X 2 COURT Y CO U R T A 2 CO U R T B 2 CO U R T C 2 CO U R T E 2 CO U R T F 2 CO U R T G 2 CO U R T H 2 CO U R T I 2 CO U R T J 2 ST R E E T I ST R E E T H ST R E E T J COURT R2 CO U R T Q 2 COURT W2 STREET K CO U R T Z 345.8 4. 0 % O BF STREET K EGC B N LML D K K I A B K K J B D D I P 342.9 HP 345.8 346.2 347.0 347.6 346.8 346.4 347.3 348.3 349.8 351.3 354.2 350.4 348.9 347.4 347.3 348.8 350.3 345.1 346.0 345.0 343.9 343.1 344.1 344.0 345.7 343.2 GB 341.37 341.06 340.67 340.29 339.90 339.51 339.12 338.87 338.62 338.34 337.95 337.60 337.48 337.86 337.2 EX 335.7 LP 343.1 HP 342.0 LP 336.2 GB 342.0 GB H F H CO U R T D 2 EVA 351.7349.7 GB 2. 0 % GB 343.8 344.30.5%343.7342.6 GB GB 0.6%346.1344.9 345.8 347.8 GBGBLP 345.21.3% 347.80.5% 346.6 344.4 GB GB GB 354.5 LP 4.0 % 346.0 0. 7 8 % 345.0 344.0 0. 5 % 0 . 7 6 % COURT M2 342.2 HP HP CURB & GUTTER W/ CITY STD DEPRESSED DRIVEWAY DETAIL CD-111 FOR INDIVIDUAL GARAGE & DETAIL CD-106 FOR ALLEYS I CURB & GUTTER W/ CITY STD DEPRESSED DRIVEWAY DETAIL CD-111 FOR INDIVIDUAL DRIVEWAYS AND ALLEYS FF 352.6 P 351.6 FF 353.4 P 352.4 3" R O L L E D C& G ( T Y P ) FL U S H CU R B ( T Y P ) 6" VERT CURB (TYP) 6" C&G (TYP)6" C&G (TYP) 6" C & G ROLLED C&G (TYP) FLUSH CURB (TYP) 3" R O L L E D C& G ( T Y P ) VE R T C U R B (T Y P ) 3" R O L L E D C& G ( T Y P ) FL U S H CU R B ( T Y P ) 3" R O L L E D C& G ( T Y P ) FL U S H CU R B ( T Y P ) 2. 0 % ROLLED C&G FLUSH CURB 2. 0 % FLUSH CURB (TYP) 6" C&G 6" C&G6" C&G 6" VERT CURB 6" V E R T CU R B 6" C & G 6" V E R T CU R B 6" C & G 6 " V E R T C U R B ( T Y P ) 6" C & G ( T Y P ) 3"R O L L E D C&G ( T Y P ) FLU S H CUR B ( T Y P ) 6" C&G (TYP) 6" V E R T CU R B FLUSH CURB ROLLED C&G R=20' R=20' R=10'R=10' R=20'R=20' R=5'(TYP) R=20'R=20' R=20'R=20' R=5' (TYP) R=20' R=20' R=20' R=20' R=20' R=20'R=20' R=20'R=20' 4 8 12 17 20 24 29 32 373328211613952536 231011 30 31322 382 1 54 59 62 50 46 43 39 42 47 60 56 55 53 5152 5857 61 40 49 48 41 6 7 14 15 18 19 26 27 34 35 349.0 347.6 GB GB3% 346.8 GB 3% 345.8GB 347.3 346.3 44 45 Q R NTS SECTION Q-Q B/C SCARLETT DRIVE BIKE LANE TRAVEL LANE TRAVEL LANETRAVEL LANETRAVEL LANE EXISTING SCARLETT DRIVE MEDIAN L/S IRON HORSE TRAIL R/W S/W BUILDING 2:1 MAX 2:1 MAX AB NTS SECTION R-R TRAVEL LANE L/S CLASS I TRAIL PWAY B/CB/C R/W DUAL TURN LANE TRAVEL LANE C/L PARKING BUILDING 2:1 MAX S C A R L E T T D R I V E 5.1.k Packet Pg. 409 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PARCEL C PARCEL JPARCEL B PARCEL IPARCEL HPARCEL GPARCEL FPARCEL EPARCEL D PARCEL L PARCEL M PARCEL N PARCEL V PARCEL W 77 63 PARCEL P PARCEL Q 69 PARCEL X 68 PARCEL AE PARCEL AF PARCEL AG PARCEL AD PARCEL AC PARCEL AA 7976 74 73 7170 66 PARCEL S 65 PARCEL AB 54 59 62 50 46 43 39 42 47 60 56 55 53 5152 5857 61 4 8 12 17 20 24 29 32 373328211613952536 40 PARCEL Z 49 48 10 41 PARCEL AH 86 80828485 23 PARCEL A 11 87 97 30 31 72 3 PARCEL R 22 1 382 75 8183 PARCEL K 89 PARCEL U PARCEL Y 93 78 64 90 94 92 96 95 91 88 PARCEL AJ 6 7 14 15 18 19 26 27 34 35 PARCEL O 44 45 PARCEL T 67 PARCEL AI C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EVEVEV EVVAN C 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45°45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45°45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45°45° 45° 45°45° 45° 45° 45° 45° 45° 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45° 45°45° 45° 45° 45° 45° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° EX 6 0 " S D E X 2 4"S D EX 2 4 " S D E X 1 8 " S D EX 30"SDEX 24"SD EX 1 8 " S D EX 12"W E X 12"W EX 18"SSEX 18"SS E X 18"S S E X 1 2 " S S E X 1 2 " S S E X 1 2 " S S EX 18"SS EX 12"RW E X 12"R W EX 1 2 " R W 231011 30 31322 382 1 4 8 12 17 20 24 29 32 373328211613952536 54 59 62 50 46 43 39 42 47 60 56 55 53 5152 5857 61 40 49 48 41 INV 330.6 EX INV 330.5 EX INV 326.5 8" W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 12 " W 12 " W 12 " W 12 " W 12"W 12"W12"W12"W8"W8"W8"W 8 " W 8 " W 8 " W 8 " W 8 " W 8 " W 8" W 8" W 8" W 8" W 8" W 8"W8"W8"W 8"W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8"W 8"W 8"W8"W 8"W8"W 8" W 8 " W 8" W 12 " W 8" W 8"W 8"W 8"W 8"W 8"W 8" W 8"W 8"W 8" W 8"W 8"W 8" W 12 " W 12"W 8 " W 8 " W 8" W 8" W 8" W 8"W 8"W INV 340.0 INV 340.8INV 340.1 INV 340.0 INV 338.9 INV 338.8INV 339.8 INV 337.8 INV 337.8INV 337.8 INV 337.7 INV 336.0INV 335.8 INV 336.0 INV 336.1 INV 331.6INV 331.6 INV 331.5 INV 339.8 INV 342.5 INV 343.0 INV 342.0 INV 343.0 INV 343.0 INV 347.2 INV 346.5 INV 344.6 INV 341.0 INV 339.9 INV 337.0INV 334.2 INV 334.7 INV 335.8 INV 339.7 INV 339.0 INV 346.5 INV 343.1 INV 337.0 INV 348.9INV 342.6 INV 337.7 INV 339.0 INV 338.8 12 " S S 12"SS 12"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8" S S 8" S S 8" S S 8" S S 8"SS8"SS12"SS12"SS 8"SS 12 " S S 1 2 " S S 1 2 " S S 1 2 " S S 12 " S S 12"SS 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 12 " S S 6" S S 6"SS 6"SS 6"SS 6"SS 6"SS 6"SS 8" S S 15 " S S 8" S S 8"SS 8"SS8"SS 8"S S 1 2 " S S 8"S S 1 2 " S S 8"S S 8"S S 8"SS 8" S S 8 " S S 8"SS 8" S S 8"SS 12"SS 8" S S 6" S S 8"SS 12"SS 12 " S S 8"SS 8" S S 8"S S 12"SS 12 " S S 8"SS 12 " S S 12"SS INV 335.1INV 335.1 INV 335.0 60"SD 60 " S D 60"SD 60 " S D 60 " S D 12 " S D 12 " S D 12 " S D 12 " S D 12"S D 12"SD 12 " S D 12"SD 12" S D 12"SD12"SD12"SD12"SD 12" S D 12" S D 12 " S D 12 " S D 12 " S D 12"SD 12"SD 12 " S D 12" S D 8 " S D 8" S D 12" S D 12" S D 1 2 " S D 12" S D 12" S D 1 2 " S D 12"SD8 " S D 12"SD 12 " S D 12 " S D 12"SD 12"SD 12 " S D 12 " S D 12 " S D 12"SD 12"SD 12"SD 12"SD 12"SD 12 " S D 1 2 " S D 12 " S D 1 2 " S D 1 2 " S D 12"SD 18 " S D 24 " S D 18"SD 8"SD 12"SD12"SD12"SD12"SD 12 " S D 12 " S D 1 2 " S D 12"SD 1 2 " S D 8 " S D 12"SD 1 2 " S D 12 " S D 12 " S D 12 " S D 12 " S D 12"SD 12 " S D 12" S D INV 348.5 INV 342.6INV 342.6 INV 342.5 INV 344.1 INV 344.5 INV 339.7 INV 337.8 INV 339.3 INV 338.3 INV 339.8 INV 341.0INV 340.7 INV 336.7 INV 329.6 EX INV 329.6 INV 339.4 COURT F3 COURT L2 COURT K2 STREET K COURT P2 COURT O2 COURT N2 STREET M CO U R T T 2 COURT S2 CO U R T U 2 CO U R T 3 3 CO U R T D 3 CO U R T C 3 ST R E E T G CO U R T B 3 COU R T A 3 COU R T Z 2 COU R T Y 2 COU R T X 2 COURT Y CO U R T A 2 CO U R T B 2 CO U R T C 2 CO U R T E 2 CO U R T F 2 CO U R T G 2 CO U R T H 2 CO U R T I 2 CO U R T J 2 ST R E E T I ST R E E T H ST R E E T J COURT R2 CO U R T Q 2 COURT W2 STREET K CO U R T Z CO U R T D 2 EVA COURT M2 INV 343.2 INV 336.3 INV 344.0 6 7 14 15 18 19 26 27 34 35 44 45 5.1.k Packet Pg. 410 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C EVEVEV EVVAN C 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45°45°45°45° 90° 45° 90° 90° 45° 45° 45° 45°45° 45° 45°45°45°45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 90° 45° 90° 90° 45° 45° 45°45°45° 45° 45° 45° 45° 45° 90° 45° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 45° 90° 90° 90° 90° 45° 90° 45° 45° 45° 45° 45° 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45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° PARCEL C PARCEL JPARCEL B PARCEL IPARCEL HPARCEL GPARCEL FPARCEL EPARCEL D PARCEL L PARCEL M PARCEL N PARCEL V PARCEL W 77 63 PARCEL P PARCEL Q 69 PARCEL X 68 PARCEL AE PARCEL AF PARCEL AG PARCEL AD PARCEL AC PARCEL AA 7976 74 73 7170 66 PARCEL S 65 PARCEL AB 54 59 62 50 46 43 39 42 47 60 56 55 53 5152 5857 61 4 8 12 17 20 24 29 32 373328211613952536 40 PARCEL Z 49 48 10 41 PARCEL AH 86 80828485 23 PARCEL A 11 87 97 30 31 72 3 PARCEL R 22 1 382 75 8183 PARCEL K 89 PARCEL U PARCEL Y 93 78 64 90 94 92 96 95 91 88 PARCEL AJ 6 7 14 15 18 19 26 27 34 35 PARCEL O 44 45 PARCEL T 67 PARCEL AI DMA #1 DMA #2 DMA #3 DMA #4 DMA #5 DMA #6 DMA #7 DMA #8 DMA #9 DMA #10 DMA #29 DMA #12 DMA #15 DMA #16 DMA #17 DMA #18 DMA #19 DMA #20 DMA #21 DMA #22 DMA #23 DMA #24 DMA #25 DMA #26 DMA #27 DMA #28 DMA #13 #2 #1 #20 #17 #6#5 #7 #8 #9 #10 #29 #13 #24 #25 #26 #28 #23 #16 #3 #18 #19 #21 #22 #4 #15 #12 #27 12 17 20 24 29 32 3733282116132536 2311 30 3122 38 4 8 95 1032 1 50 46 43 39 42 47 40 49 48 41 54 59 62 60 56 55 53 5152 5857 61 DMA #30 #30 44 45 6 7 14 15 18 19 26 27 34 35 DMA #11 #11 #14 DMA #14 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 DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 5,352 3,455 8,807 5,698 228 252 2 16,636 9,013 25,649 17,537 701 1,415 3 41,549 12,263 53,812 42,775 1,711 1,720 4 10,313 3,319 13,632 10,645 426 440 5 16,832 4,066 20,898 17,239 690 700 6 17,234 4,239 21,473 17,658 706 720 7 15,678 4,191 19,869 16,097 644 648 8 16,768 4,045 20,813 17,173 687 696 9 12,975 5,328 18,303 13,508 540 552 10 24,393 6,487 30,880 25,042 1,002 1,008 11 15,912 2,808 18,720 16,193 648 648 12 20,194 4,309 24,503 20,625 825 1,472 13 32,465 10,590 43,055 33,524 1,341 1,350 14 16,287 5,313 21,600 16,818 673 805 15 51,439 12,332 63,771 52,672 2,107 2,120 16 12,785 832 13,617 12,868 515 544 17 13,852 3,067 16,919 14,159 566 662 18 18,982 4,770 23,752 19,459 778 800 19 28,384 13,196 41,580 29,704 1,188 1,200 20 35,906 28,282 64,188 38,734 1,549 5,024 21 9,230 6,297 15,527 9,860 394 2,372 22 24,946 7,096 32,042 25,656 1,026 1,040 23 13,542 2,890 16,432 13,831 553 576 24 2,586 2,658 5,244 2,852 114 128 25 4,529 1,205 5,734 4,650 186 208 26 23,614 6,629 30,243 24,277 971 976 27 4,842 1,256 6,098 4,968 199 208 28 5,225 1,559 6,784 5,381 215 216 29 40,956 11,594 52,550 42,115 1,685 1,760 30 5,980 834,548 840,528 6,128 245 256 5.1.k Packet Pg. 411 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) NTS HORIZON PARKWAY 11'5'10' 6' PSE TRAVEL LANEPWAYCLASS I TRAIL 70' 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 SILVA CELL 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' 8' PARKING BUILDING 5' MIN REAR YARD 6' THEME WALL WITH RETAINING PER PLAN FUTURE PARK PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 SECTION A-A AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS STREET G R/W 4' S/W 24' 32' PUE, PAE, EVAE, DSRSD R/W 12' TRAVEL LANE 12' TRAVEL LANE 0.5' B/C F/C 4' S/W 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 SECTION B-B AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS STREETS M AND H R/W 4' S/W 22' 30' PUE, PAE, EVAE, DSRSD R/W 11' TRAVEL LANE 11' TRAVEL LANE 0.5' B/C F/C 4' S/W 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 SECTION C-C AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS COURT Z R/W 4' S/W 20' 28' PUE, PAE, EVAE, DSRSD R/W 10' TRAVEL LANE 0.5' B/C F/C 4' S/W 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 10' TRAVEL LANE SECTION D-D NTS STREET J AND M AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C R/W 4' S/W 42' 52' PUE, PAE, EVAE, DSRSD R/W 12' TRAVEL LANE 12' TRAVEL LANE 0.5' B/C F/C 6' S/W 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 18' PARKING 3' PUE 3' PUE 3' PUE NOTE: USE DUBLIN STANDARD DETAIL CD-111 FOR INDIVIDUAL DRIVEWAYS AND COMMON ALLEYS NOTE: USE DUBLIN STANDARD DETAIL CD-111 FOR INDIVIDUAL DRIVEWAYS AND COMMON ALLEYS SECTION F-F NTS STREET K CURB & GUTTER, SEE DETAIL ON SHEET 0.3 C/L F/C 0.5' B/C R/W 4' S/W 36' 44' PUE, PAE, EVAE, DSRSD R/W 8' PARKING 10' TRAVEL LANE F/C 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 10' TRAVEL LANE 8' PARKING 0.5' B/C 4' S/W AC AB SECTION E-E NTS STREET K CURB & GUTTER, SEE DETAIL ON SHEET 0.3 C/L F/C 0.5' B/C R/W 4'31' 44' PUE, PAE, EVAE, DSRSD R/W 13' TRAVEL LANE F/C 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 10' TRAVEL LANE 8' PARKING 0.5' B/C AC AB 5' L/SS/W 4' S/W SECTION G-G NTS STREET K CURB & GUTTER, SEE DETAIL ON SHEET 0.3 C/L F/C 0.5' B/C R/W 6' S/W 46' 56' PUE, PAE, EVAE, DSRSD R/W 18' PARKING 14' TRAVEL LANE F/C 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 14' TRAVEL LANE 0.5' B/C 4' S/W AC AB C/L ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 11' TRAVEL LANE 11' TRAVEL LANE F/CF/C 22' 0.5' 23' PUE, PAE, EVAE, DSRSD 0.5' B/C SECTION H-H NTS COURTS A THRU P2 B/C NOTE: USE DUBLIN STANDARD DETAIL CD-111 FOR INDIVIDUAL DRIVEWAYS AND COMMON ALLEYS 3' PUE 3' PUE 3' PUE 3' PUE NOTE: USE DUBLIN STANDARD DETAIL CD-111 FOR INDIVIDUAL DRIVEWAYS AND COMMON ALLEYS NOTE: USE DUBLIN STANDARD DETAIL CD-111 FOR INDIVIDUAL DRIVEWAYS AND COMMON ALLEYS C/L ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 10' TRAVEL LANE 10' TRAVEL LANE F/C F/C20' 0.5' 21' PUE, PAE, EVAE, DSRSD 0.5' B/C SECTION I-I NTS COURTS A2 THRU E3, X2, Y2, Z2, AND Y DWY APRON (5'±) DWY APRON (5'±) GARAGE FLR.GARAGE FLR. B/C SECTION J-J NTS COURT Q2 CURB & GUTTER, SEE DETAIL ON SHEET 0.3 C/L F/C 0.5' B/C R/W 4' S/W 36' 40.5' PUE, PAE, EVAE, DSRSD R/W 8' PARKING 10' TRAVEL LANE F/C 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 10' TRAVEL LANE 8' PARKING 0.5' AC AB C/L ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 10' TRAVEL LANE 10' TRAVEL LANE F/C F/C20' 0.5' 21' PUE, PAE, EVAE, DSRSD 0.5' B/C SECTION K-K NTS COURTS R2, T2, U2, V2, AND W2 DWY APRON (3'±) DWY APRON (3'±) GARAGE FLR.GARAGE FLR. B/C C/L FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 4' S/W 10' TRAVEL LANE F/C F/C20' 0.5' 24.5' PUE, PAE, EVAE, DSRSD 0.5' B/W B/C SECTION L-L NTS COURT S2 DWY APRON (3'MIN) GARAGE FLR. 10' TRAVEL LANE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 B/C C/L FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 6'S/W 10' TRAVEL LANE F/C F/C39' 0.5' 45.5' PUE, PAE, EVAE, DSRSD 0.5' B/W B/C SECTION M-M NTS COURT S2 DWY APRON (3'MIN) GARAGE FLR. 14' TRAVEL LANE 15' COMPACT PARKINGB/C CURB & GUTTER, SEE DETAIL ON SHEET 0.3 SECTION N-N NTS STREET I AC AB C/L F/C 0.5' B/C 42' 48.5' PUE, PAE, EVAE, DSRSD R/W 12' TRAVEL LANE 12' TRAVEL LANE 0.5' B/C F/C 6' S/W 6" VERT. CURB, SEE DETAIL ON SHEET 0.3 18' PARKING RETAINING WALL ROLLED CURB, SEE DETAIL ON SHEET 0.3 GARAGE FLR. DWY APRON (4.5'MIN) PAD 5.1.k Packet Pg. 412 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) HORIZON PARKWAY NH20 ST E R L I N G B O U L E V A R D CAMP PARKS CHABO T C R E E K 5TH STREET GO O D F E L L O W A V E FE R N A N D E Z A V E EV A N S A V E FUTURE PARK 4TH STREET NH13 EX DITCH TO BE BACKFILLED EXISTING ARMY FACILITIES TO BE REMOVED(TYP.) EX W T O B E R E M O V E D EX TELEPHONEEX FIBER OPTIC EX 1 2 " S S T O B E R E L O C A T E D EX F I B E R O P T I C EX F I B E R O P T I C EX T E L E P H O N E EX F I B E R O P T I C EX W T O B E R E M O V E D EX 6"W TO BE REMOVED EX W TO BE REMOVED EX W TO BE REMOVED EX 6"W TO BE REMOVED EX 6 " W T O B E R E M O V E D EX 1 2 " W T O B E R E M O V E D EX 15"SS TO BE RELOCATED EX 6 " W T O B E R E M O V E D EX TELEPHONE EX GAS EX F I B E R O P T I C EX G A S EX E L E C T R I C EX T E L E P H O N E EX GAS EX ELECTRIC EX TELEPHONE 5.1.k Packet Pg. 413 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A 26 ' 113' 15'15'15' 60'53' 43 ' 60' 13 ' 13 '28' 53'50' 36 ' 60' 46 ' 24' 13 ' 28' 13 ' 24'60' 44 ' 43 ' 60' 44 ' 53' 43 ' 60' 60' 13 ' 13 ' 28' 44 ' 44 ' 60'53' 43 ' 43 ' 23 ' 5' 34 ' 33'13 ' 13 ' 24'60' 24'60' 40 ' 59' 49 ' 49'10' 55 ' 53'80' 53'60'71'57'57'57'57'57'57' 1 3 6' 133'14' 49 ' 24'63' 5 1' 26' 60'24' 43 ' 60' 33 ' 10' 24' 24'60' 60' 44 ' 43 ' 60' 43 ' 44 ' 84'84' 44 ' 24'60' 43 ' 60' 43 ' 44 ' 24'60' 26 ' 60' 44 ' 24' 44 ' 24'60' 29 ' 14' 63' 43 ' 24'60' 58 ' 58 '27' 30 ' 43' 25 ' 55 ' 24 ' 13'13' 24 ' 62 ' 47 ' 15'44' 62 ' 43' 30 ' 55 ' 44' 43'44' 62 ' 62 ' 24 ' 13'13' 30 ' 24 ' 62 ' 43' 62 ' 43' 55 ' 44' 24 ' 13'13' 30 ' 62 ' 62 ' 44' 62 ' 24 ' 43'44' 62 ' 43'44' 62 ' 24 ' 55 ' 13'13' 30 ' 24 ' 62 ' 43'44' 44'43' 55 ' 24 ' 13'13' 30 ' 62 ' 62 ' 43' 24 ' 62 ' 55 ' 44' 44'43' 30 ' 55 '13'13' 62 ' 24 ' 24 ' 43'44' 62 ' 62 ' 62 ' 24 ' 43'44' 55 ' 30 ' 13'13' 24 ' 62 ' 62 ' 62 ' 44'43'44'43' 13' 24 ' 24 ' 30 ' 13' 62 ' 36' 33 ' 17' 38 ' 17'2'3' 16' 94' 48' 54' 52 '65' 23' 52' 54' 44 ' 25' 58 ' 45' 13'13' 34 ' 34' 24 ' 24 ' 46 ' 45' 60 ' 68 ' 25'36' 45 ' 45'46'45'46'45'46'45'39' 60 ' 60 ' 60 ' 45'46' 60 ' 60 ' 45'46' 45' 46 '46 ' 60 ' 24 ' 46' 60 ' 24 ' 46 ' 46 ' 24 ' 45'46' 59 ' 46 ' 59'59'17'42' 34 ' 13'13'13'13' 43 ' 45' 46' 46' 45'49' 13' 26' 49' 62'59' 81 ' 67 ' 62 ' 62 ' 60 ' 60 ' 52 ' 46 ' 46 ' 52 ' 52 ' 26 ' 40 ' 67 ' 52 ' 6 0' 59' 1 0 9' 16'3 0' 12 ' 121'6' 26 ' 14'59'53' 107' 89 ' 119' 57 ' 24' 28' 13 ' 13 ' 24'60' 61'24' 9' 17' 3 9' 53' 57 ' 60' 43 ' 43 ' 44 ' 57 ' 24'60' 44 ' 57 ' 57 ' 57 ' 60 ' 43 ' 16 ' 103' 24' 109' 5 4' 17' 59' 14' 44 ' PARCEL E PA R C E L G PA R C E L K PA R C E L N PA R C E L I PA R C E L L PA R C E L O PA R C E L J PA R C E L M PA R C E L H PARCEL AE PARCEL AF PARCEL AC PA R C E L S PA R C E L R PA R C E L Q PA R C E L P PARCEL AB PARCEL Y PARCEL Z PARCEL A PARCEL D PARCEL B PARCEL X PARCEL W PARCEL C PARCEL V PARCEL F PARCEL T PARCEL U PARCEL AD PA R C E L A 49' 43 ' 59 ' 62 ' 57 ' 57 ' 57 ' 57 ' 57 ' 57 ' 57 ' 57 ' 72 ' 13 ' 13 '28' 53' 13 ' 28' 13 ' 53' 13 ' 28' 13 ' 53' 28'13 ' 13 ' 53' 28' 13 ' 13 ' 58' 55 ' 33 ' 36' 32' 110 ' 66' 88 ' 142 ' PARCEL AG 29' HORIZON PARKWAY 19 20 1718 21 3228242529 524844 5345334940363741 22 26 47273839 5030 51314243 5423343546 77 80 75 79 76 56 78 74 5769686362 71 65 59 72 55 6066 586461706773 91 81 85 84 92 93 89 90 82 86 94 83 95 99 88 97 96 98 87 100 1 12 13 4 5 16 8 9 6 7 10 11 14 15 2 3 NH20 ST E R L I N G B O U L E V A R D S88°24'09"E 1177.65' N38 ° 4 2 ' 0 3 " E 4 0 7 . 7 5 ' N1 ° 3 5 ' 5 1 " E 6 4 9 . 1 9 ' N55° 5 3 ' 2 5 " E 1 8 8 . 6 6 ' S88°24'09"E 170.00'R=418.00'Δ=6°38'14" L=48.42' R =5 8 2 .0 0 'Δ =3 5 °4 2'2 6 "L =3 6 2.7 1' R =6 3 9 .0 0'Δ =2 1°5 4 '1 3 "L =2 4 4 .2 8 ' CAMP PARKS FUTU R E CHAB O T C R E E K FUTURE PARK 5TH STREET GO O D F E L L O N A V E FE R N A N D E Z A V E EV A N S A V E STREET P ST R E E T O ST R E E T N COURT G3 COURT H3 COURT I3 COURT J3 COURT K3 COURT D4 COURT C4 COURT B4 COURT Z3 COURT A4 CO U R T L 3 CO U R T M 3 CO U R T N 3 CO U R T O 3 CO U R T P 3 CO U R T Q 3 CO U R T R 3 CO U R T S 3 CO U R T Y 3 CO U R T X 3 CO U R T W 3 CO U R T V 3 CO U R T U 3 CO U R T T 3 4 3 ' 8' 17 ' 29'17 ' 2' 5' 46 ' 9' 25' 4 3 ' 18'21' 1 4' 3 ' (ZONE 7 AE) PA R C E L A BUS TUR N O U T P E R LAVTA & C O A # 7 8 46 ' 57'57'57'57'57'57'57'57'57'72' 44 ' 24 ' 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 STREET PARCEL (PUE, PAE, EVAE, DSRSD) 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 STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL M HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL N HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL O HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL P HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL Q HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD)NOTE: APPLICANT RESERVES THE OPTION TO CREATE MULTIPLE STREET PARCELS TO ACCOMMODATE INFRASTRUCTURE IMPROVEMENTS, BUILDING PHASING, AND /OR HOA MAINTENANCE RESPONSIBILITIES. LOT / PARCEL NUMBER PROPOSED USE PARCEL R HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL S HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL T HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL U HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL V HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL W HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL X HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL Y HOA STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL Z HOA LANDSCAPE PARCEL PARCEL AB HOA LANDSCAPE PARCEL PARCEL AC HOA LANDSCAPE PARCEL PARCEL AD HOA LANDSCAPE PARCEL PARCEL AE HOA LANDSCAPE PARCEL PARCEL AF HOA LANDSCAPE PARCEL PARCEL AG HOA LANDSCAPE PARCEL (ZONE 7 ACCESS EASEMENT) LOTS 1-100 SINGLE FAMILY RESIDENTIAL LOTS PARCEL AREA TABLE PARCEL/ LOT # AREA (SF±)AREA (SF±)AREA (SF±)AREA (SF±)AREA (SF±)AREA (SF±)AREA (SF±) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 3462.92 2971.83 2694.75 2611.00 2640.00 2706.83 2694.75 2610.00 2640.00 2706.83 2694.75 2610.00 2640.00 2706.83 2694.75 2775.61 2653.63 2706.83 3489.75 3510.00 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 3217.50 2692.74 2728.00 2820.83 2808.75 2697.00 2728.00 2820.83 2808.75 2697.00 2728.00 2820.83 2808.75 2697.00 2728.00 2820.83 2808.75 2697.00 2728.00 2820.83 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 2808.752697.00 2728.00 2820.83 2808.75 2697.00 2728.00 2820.83 2808.75 2697.00 2728.00 2820.83 3632.47 3310.76 3878.87 3173.14 2750.00 2108.33 3167.95 3186.50 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 2131.33 2780.00 2750.00 2108.33 3174.42 3207.78 2131.33 2780.00 2750.00 2108.33 3452.74 4089.20 2131.33 2780.00 2841.67 2383.33 3622.08 3836.17 2565.33 3037.21 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 2610.00 2694.75 2706.83 2640.00 2610.00 2694.75 2706.83 2900.51 2768.54 2853.75 2706.83 2640.00 2610.00 2694.75 2706.83 2640.00 2610.00 2864.75 3255.96 2939.17 PARCEL A PARCEL AB PARCEL AC PARCEL AD PARCEL AE PARCEL AF PARCEL AG PARCEL B PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G PARCEL H PARCEL I PARCEL J PARCEL K PARCEL L PARCEL M PARCEL N 76494.22 5669.17 3356.37 2916.54 1670.28 3071.90 2938.66 2273.40 2230.42 2230.42 2230.42 2230.42 2890.51 2283.42 2283.42 2283.42 2283.42 2283.42 2283.42 2283.42 AREA (SF±) PARCEL O PARCEL P PARCEL Q PARCEL R PARCEL S PARCEL T PARCEL U PARCEL V PARCEL W PARCEL X PARCEL Y PARCEL Z 2283.42 3449.42 3449.42 3449.42 3714.42 2237.09 2230.42 2230.42 2230.42 2230.42 4997.88 3639.77 AREA (SF±)PARCEL/ LOT # PARCEL/ LOT # PARCEL/ LOT # PARCEL/ LOT # PARCEL/ LOT # PARCEL/ LOT # PARCEL/ LOT # PARCEL/ LOT # 5.1.k Packet Pg. 414 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) 344.2 GB 347.4 HP 346.4 GB 347.4 HP 346.8 LP 346.8 LP 346.7 GB 347.4 350.3 HP 349.2 LP 350.3 HP 349.1 LP 349.9 HP 349.7 GB 347.6 PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A 340 345 340 HORIZON PARKWAY NH20 ST E R L I N G ST R E E T CAMP PARKS CHA B O T C R E E K FUTURE PARK 5TH STREET GO O D F E L L O N A V E FE R N A N D E Z A V E EV A N S A V E GL355.4 GL354.1 GL355.0 GL354.1 GL 3 5 4 . 0 GL 3 5 3 . 6 GL 3 5 3 . 3 GL 3 5 3 . 1 GL 3 5 3 . 1 GL 3 5 2 . 9 GL 3 5 1 . 9 GL 3 5 1 . 7 GL 3 5 1 . 0 GL 3 5 0 . 8 GL 3 5 1 . 2 GL 3 5 1 . 0 GL 3 5 1 . 6 GL 3 5 1 . 4 GL 3 5 1 . 4 GL 3 5 1 . 2 GL 3 5 1 . 1 GL 3 5 0 . 9 GL 3 5 0 . 9 GL 3 5 0 . 7 GL 3 5 0 . 1 GL 3 4 9 . 9 GL 3 4 9 . 9 GL 3 4 9 . 7 GL 3 4 9 . 9 GL 3 4 9 . 7 GL 3 4 9 . 7 GL 3 4 9 . 5 GL 3 4 9 . 2 GL 3 4 9 . 0 GL 3 4 9 . 0 FF 349.5 P 348.5 GL 3 4 8 . 8 GL352.2 GL352.4 GL352.0 GL352.2 GL351.0 GL351.2 GL350.8 GL351.0 GL349.6 GL349.8 GL349.8 GL350.0 GL354.1 GL353.1 GL353.7 GL352.9 GL352.7 GL351.9 GL352.3 GL351.7 GL351.2 GL350.7 GL351.0 GL350.5 GL350.0 GL349.5 GL349.6 GL349.3 GL351.5 GL351.0 GL351.3 GL350.8 GL350.7 GL350.3 GL350.5 GL350.2 GL 3 5 0 . 9 GL 3 5 1 . 0 GL 3 5 1 . 3 GL 3 5 1 . 5 GL 3 5 1 . 2 GL 3 5 1 . 1 GL 3 5 0 . 8 GL 3 5 0 . 7 GL 3 5 0 . 9 GL 3 5 1 . 0 GL 3 5 0 . 3 GL 3 4 9 . 7 GL 3 5 0 . 1 GL 3 5 0 . 2 GL 3 5 0 . 4 GL 3 4 8 . 8 GL 3 4 9 . 5 GL 3 4 9 . 6 GL 3 4 9 . 7 GL 3 4 9 . 6 GL 3 5 0 . 3 GL 3 5 0 . 7 GL 3 5 0 . 1 GL 3 4 9 . 9 GL 3 5 0 . 5 GL 3 5 1 . 1 37 53 25 4129 45 19 33 49 20 524844403621322824 PARCEL AG 47 50 5143 54463839423435262730312322 1718 1615 1 12 13 4 5 8 9 6 7 10 11 14 2 3 82 98 87 86 94 83 88 81 85 84 92 97 96 93 89 90 95 91 99100 6066 78 586461706773 74 5769686362 72 76 55 PARCEL AE 56 79 77 71 65 59 80 75 D A C F A G PLAN 3A PLAN 2A PL A N 5 A PL A N 5 A PL A N 5 B EN H 1.4' RET. WALL1.7' RET. WALL2.4' RET. WALL3.0' RET. WALL3.4' RET. WALL3.6' RET. WALL3.4' RET. WALL3.1' RET. WALL2.9' RET. WALL3.1' RET. WALL2.7' RET. WALL1.7' RET. WALL2.5' RET. WALL1.7' RET. WALL2.1' RET. WALL1.8' RET. WALL1.5' RET. WALL FF 349.3 P 348.3 FF 349.7 P 348.7 FF 349.5 P 348.5 2% 0. 5 9 % 348 . 6 348. 1 FF 350.2 P 349.2 FF 350.0 P 349.0 FF 350.4 P 349.4 FF 350.2 P 349.2 2% 0. 5 9 % 349 . 3 348. 4 348. 8 348 . 1 348 . 8 348 . 6 2% 0. 5 9 % 349 . 5 349. 0 349 . 0 FF 350.4 P 349.4 FF 350.2 P 349.2 FF 350.6 P 349.6 FF 350.4 P 349.42% 0. 5 9 % 350 . 5 350. 0 350 . 0 2% 0. 5 9 % 351 . 0 350. 5 FF 351.4 P 350.4 FF 351.2 P 350.2 FF 351.6 P 350.6 FF 351.4 P 350.4 FF 351.9 P 350.9 FF 351.7 P 350.7 FF 352.1 P 351.1 FF 351.9 P 350.92% 0. 5 9 % 350. 1 350 . 1 350 . 6 FF 351.7 P 350.7 FF 351.5 P 350.5 FF 351.5 P 350.5 FF 351.3 P 350.32% 0. 7 1 % 351 . 6 351. 0 351 . 0 350 . 4 FF 352.5 P 351.5 FF 352.2 P 351.2 FF 352.7 P 351.7 FF 352.4 P 351.42% 0. 5 9 % 352 . 7 352. 2 352 . 2 FF 353.6 P 352.6 FF 353.4 P 352.4 FF 353.8 P 352.8 FF 353.6 P 352.6 FF 354.5 P 353.5 FF 354.1 P 353.1 2% 0. 5 % 353. 2 351. 9 1. 8 % FF 354.9 P 353.9 FF 354.6 P 353.6 FF 355.5 P 354.5 FF 355.9 P 354.9 354. 6 2% 1.67% 353. 0 353. 0 351. 9 2% 2% 348.0 348.02% 2%0.71% 2% 0. 5 % 348. 2 TC 348.1 347.6 FF 350.1 P 349.1 FF 350.2 P 349.2 348 . 1 348.4 348.1 2% 0. 5 4 % 349. 5 348. 8 348 . 8 FF 350.0 P 349.0 FF 350.2 P 349.2 FF 350.3 P 349.3 FF350.01 P 349.1 FF 350.6 P 349.6 FF 350.4 P 349.4 2% 0. 5 4 % 350. 1 349. 4 349 . 4 FF 350.6 P 349.6 FF 350.8 P 349.8 FF 350.9 P 349.9 FF 350.7 P 349.7 FF 351.2 P 350.2 FF 351.0 P 350.0 2% 0. 5 4 % 350. 7 350. 0 350 . 0 FF 351.2 P 350.2 FF 351.4 P 350.4 FF 351.5 P 350.5 FF 351.3 P 350.3 FF 351.8 P 350.8 FF 351.6 P 350.6 350. 9 350. 2 0. 5 % 2%FF 351.6 P 350.6 FF 351.4 P 350.4 FF 351.7 P 350.7 FF 351.5 P 350.5 FF 351.8 P 350.8 FF 352.0 P 351.0 350. 1 35 0 . 9 1.43%2% FF 352.0 P 351.0 FF 351.8 P 350.8 FF 351.3 P 350.3 FF 351.5 P 350.5 349. 7 349. 7 2%2% 0. 5 % 2% 35 0 . 1 1.19%2% 349. 1 349. 1 FF 351.2 P 350.2 FF 351.0 P 350.0 FF 350.7 P 349.7 FF 350.8 P 349.8 348 . 9 LP 34 9 . 7 GB 2 % FF 352.7 P 351.7 FF 352.9 P 351.9 FF 352.5 P 351.5 FF 352.7 P 351.7 351 . 8 351. 3 351 . 3 0.59%2% 2% 2% 2%2% 1. 0 2 % 350 . 6 350. 1 0.59%2% 350 . 1 FF 351.5 P 350.5 FF 351.7 P 350.7 FF 351.3 P 350.3 FF 351.5 P 350.5 1. 0 2 % FF 350.3 P 349.3 FF 350.5 P 349.5 FF 350.3 P 349.3 FF 350.1 P 349.1 348 . 9 0.59%2% 1. 0 2 % 348 . 9 34 9 . 4 FF 354.6 P 353.6 FF 353.6 P 352.6 FF 354.2 P 353.2 FF 353.4 P 352.4 353. 3 1.92%2% 351 . 7 351 . 7 GB 0.5 % 0.5% 2% 2% FF 353.2 P 352.2 FF 352.4 P 351.4 FF 352.8 P 351.8 FF 352.2 P 351.2 351. 9 1.56%2% 350 . 6 350 . 6 350. 6 1.44%2% 349 . 4 349 . 4 FF 351.9 P 350.9 FF 351.2 P 350.2 FF 351.5 P 350.5 FF 351.0 P 350.0 FF 350.5 P 349.5 FF 350.0 P 349.0 FF 350.1 P 349.1 FF 349.8 P 348.8 349. 2 1.19%2% 348 . 2 348 . 2 GB 346 . 5 LP 2 . 8 3 % 347.25 GB 2 % 2%2% P3 5 5 . 9 P3 5 5 . 4 P3 5 4 . 6 P3 5 3 . 8 P3 5 3 . 1 P3 5 2 . 5 P3 5 1 . 5 P3 5 0 . 8 P3 5 0 . 1 P3 4 7 . 9 P3 4 6 . 9 1.6' RET. WALL 1.6' RET. WALL 1.6' RET. WALL 2.2' RET. WALL 350.4349.6 350.8 349. 2 347. 3 353. 9 GB2.4% 0.5% 348.0 1.02% 1.2' RET. WALL STREET P ST R E E T O ST R E E T N COURT G3 COURT H3 COURT I3 COURT J3 COURT K3 COURT D4 COURT C4 COURT B4 COURT Z3 COURT A4 CO U R T L 3 CO U R T M 3 CO U R T N 3 CO U R T O 3 CO U R T P 3 CO U R T Q 3 CO U R T R 3 CO U R T S 3 CO U R T Y 3 CO U R T X 3 CO U R T W 3 CO U R T V 3 CO U R T U 3 CO U R T T 3 EH A 0. 6 3 % 348.0 LP 348 . 2 347.3 348. 9 HP 0.5%0.5%348 . 7 LP0.5% 350. 6 HP 350 . 0 LP1.02%352. 3 HP 349.7 350.8 347. 9 347.2 1.1' RET. WALL 1.4' RET. WALL PA R C E L K PA R C E L N PA R C E L I PA R C E L L PA R C E L O PA R C E L J PA R C E L M PA R C E L H PA R C E L G PARCEL F PARCEL C PARCEL Y PARCEL E PARCEL D PARCEL B PARCEL Z PARCEL AB PARCEL AC PARCEL U PARCEL T PARCEL W PARCEL V PARCEL X PA R C E L R PA R C E L Q PA R C E L P PARCEL AF PA R C E L S I 6" C&G 6" C&G6" C&G FL U S H C U R B ( T Y P ) RO L L E D C U R B ( T Y P ) FL U S H C U R B ( T Y P ) RO L L E D C U R B ( T Y P ) 6" C & G 6" C & G R=28' R=28' R=20' R=20' R=5'(TYP) R=5' (TYP) R=20' R=51' R=20' R=20' R=20' R=20' L M J J CHABOT C R E E K PA R C E L A PARCEL A PARCEL AD PA R C E L A B GL 3 5 2 . 2 GL 3 5 2 . 0 ARMY DETENTION BASIN NEIGHBORHOOD 13 1.4' RET. WALL 1.3' RET. WALL 348.6 348.8 34 8 . 0 FEMA 100-YEAR FLOOD ZONE AE (BASE FLOOD ELEVATION AS NOTED.) ZONE 7 PROPERTY LINE AT TOP BANK 349.2 3 3 7 . 4 ( 2 9 ) K NOTE: 1.SEE SHEET 4.5 FOR CROSS SECTIONS 2.AREAS OF NEIGHBORHOOD 24 LOCATED WITHIN FEMA 100-YEAR FLOOD HAZARD ZONE WILL BE REMOVED THRU A CLOMR/LOMR PROCESS SUBSEQUENT TO CONSTRUCTION OF THE ARMY DETENTION BASIN FACILITY. 5.1.k Packet Pg. 415 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A 82 98 87 86 94 83 1 88 81 85 84 92 97 96 93 12 13 4 5 16 PARCEL C 17 8 9 6 7 10 11 14 15 2 18 3 PARCEL Y 6066 78 586461706773 74 57696863628990 PARCEL AD 26 PARCEL K 472738 PARCEL NPARCEL I 39 5030 PARCEL L 513142 PARCEL OPARCEL J 43 542334 PARCEL MPARCEL H 35 46 37 53 PARCEL AG2541294519334920 95 91 99 PARCEL AB 72 76 PARCEL R PARCEL Q PARCEL P 55 PARCEL AE 56 PARCEL AF 22 79 PARCEL S 77 71 65 59 524844403621322824 PARCEL F PARCEL E PARCEL D PARCEL B PARCEL G PARCEL U PARCEL T PARCEL X PARCEL W PARCEL V 80 75 PARCEL AC PARCEL A 100 PARCEL Z E X 1 2 " W E X 1 2 " W EX 1 2 " W E X 1 2 "W EX 12"W EX 12"W E X 12"W EX 1 2 " W E X 1 2 "W HORIZON PARKWAY STREET P ST R E E T O ST R E E T N COURT G3 COURT H3 COURT I3 COURT J3 COURT K3 COURT D4 COURT C4 COURT B4 COURT Z3 COURT A4 CO U R T L 3 CO U R T M 3 CO U R T N 3 CO U R T O 3 CO U R T P 3 CO U R T Q 3 CO U R T R 3 CO U R T S 3 CO U R T Y 3 CO U R T X 3 CO U R T W 3 CO U R T V 3 CO U R T U 3 CO U R T T 3 E X 2 4"S S EX 2 4 " S S E X 1 8 "S S EX 24"SS EX 24"SS E X 2 4 "S S EX 18"SD EX 2 4 " S D EX 2 4 " S D EX 18"SD E X 1 8 " S D EX 30"SD EX 3 0 " S D E X 1 8 " S D E X 1 8 " S D E X 2 4"S D E X 1 8 " S D EX 2 4 " S D EX 2 4 " S D E X 3 0 "S D EX 1 8 " S D E X 3 0"SD INV 343.6 INV 346.0 INV 344.0INV 345.0 INV 344.0 INV 343.0 INV 342.0 INV 342.0 INV 341.0 INV 343.4 INV 342.5 INV 343.5 INV 343.0 INV 340.0 INV 342.2 INV 341.0 INV 340.3 INV 329.2 EX INV 329.1 INV 344.0 INV 344.0 INV 342.5 INV 342.9 INV 340.8 INV 339.4 INV 339.3 INV 338.9INV 338.9 INV 338.8INV 336.7INV 336.7 INV 336.6 INV 344.0 INV 335.5INV 335.5 INV 335.4 INV 338.1 INV 338.0 INV 344.0 INV 343.9 INV 343.0INV 343.0 INV 342.9 INV 343.8 INV 343.8 INV 344.5 INV 344.5 INV 344.0 INV 344.0 INV 345.8 INV 345.8 INV 346.0 EX INV 339.0 EX INV 340.0 INV 331.1 EX INV 331.1 INV 328.8 EX INV 328.7 6" S S 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 12 " S S 12 " S S 1 2 " S S 12" S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 12 " S S 1 2 " S S 8" S S 8" S S 8" S S 8 " S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6" S S 6"SS 6"SS 6"SS 6"SS 6"SS 6"SS 6"SS 6"SS 6"SS 6"SS 12 " S S 12"SS 8" W 8"W 8 " W 8 " W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8" W 8" W 8"W 8"W 8" W 8 " W 8" W 8"W 8"W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8" W 8" W 8"W 8" W 8"W 8" W 8"W 8" W 8"W 8"W 8" W 8" W 8" W 8"W 8" W 8"W 8"S D 12 " S D 12 " S D 12 " S D 12 " S D 1 2 " S D 12 " S D 12"S D 12"SD12"SD 12"SD 12 " S D 12"SD 12 " S D 12 " S D 12"SD 8" S D 1 2 " S D 12 " S D 1 2 " S D 8"S D 12 " S D 12 " S D 8"SD 8 " S D 12"SD 12"SD12"SD 12"SD 12"SD 12 " S D 12" S D 12" S D 1 8 " S D 12"SD 12"SD 12 " S D 12 " S D 1 2 " S D 12" S D 1 8 " S D INV 329.3 EX INV 329.3 CONNECT TO NEXT CB INLET ON HORIZON PARKWAY RE-ROUTE EXISTING 12"SS THRU ARMY BASE (COORDINATE WITH ARMY) PLAN 2A PLAN 2A PLAN 4A PLAN 3A92 89 90 91 PARCEL V 12" S S 12 " S S 12 " S S 6"SS 6"SS 8" W 8"W 8" W 8"W 8"S D 12 " S D 12 " S D 12 " S D TYPICAL UTILITY CONNECTION DETAIL SCALE: 1"=20' 1"WM & WATER SERVICE (TYP) SS SEWER CO (TYP) W L A T SS L A T 5.1.k Packet Pg. 416 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) 82 98 87 86 94 83 1 88 81 85 84 92 97 96 93 12 13 4 5 16 PARCEL C 17 8 9 6 7 10 11 14 15 2 18 3 PARCEL Y 6066 78 586461706773 74 57696863628990 PARCEL AD 26 PARCEL K 472738 PARCEL NPARCEL I 39 5030 PARCEL L 513142 PARCEL OPARCEL J 43 542334 PARCEL MPARCEL H 35 46 37 53 PARCEL AG2541294519334920 95 91 99 PARCEL AB 72 76 PARCEL R PARCEL Q PARCEL P 55 PARCEL AE 56 PARCEL AF 22 79 PARCEL S 77 71 65 59 524844403621322824 PARCEL F PARCEL E PARCEL D PARCEL B PARCEL G PARCEL U PARCEL T PARCEL X PARCEL W PARCEL V 80 75 PARCEL AC PARCEL A 100 PARCEL Z PLAN 4A PLAN 2A PLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 4A PLAN 2APLAN 3A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PLAN 2A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PL A N 3 A PL A N 2 A PLAN 4A PLAN 2A PLAN 3A PLAN 2A PLAN 4A PLAN 2A PLAN 3A PLAN 2A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PLAN 4A PLAN 3A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 2 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 4 A PL A N 3 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A PL A N 1 A HORIZON PARKWAY 100 80 75 79 77 71 95 91 99 72 76 78 7073 74 698990 19 20 1 88 81 85 84 92 97 96 93 12 13 4 5 16 17 8 9 6 7 10 11 14 15 2 18 3 82 98 87 86 94 83 65 59 55 56 6066 58646167 57686362 22 524844403621322824 26 47273839 5030 51 31 42 43 54 23 34 35 46 37 53254129453349 17 DMA #1 DMA #2 DMA #3 DMA #4 DMA #5STREET P ST R E E T O ST R E E T N COURT G3 COURT H3 COURT I3 COURT J3 COURT K3 COURT D4 COURT C4 COURT B4 COURT Z3 COURT A4 CO U R T L 3 CO U R T M 3 CO U R T N 3 CO U R T O 3 CO U R T P 3 CO U R T Q 3 CO U R T R 3 CO U R T S 3 CO U R T Y 3 CO U R T X 3 CO U R T W 3 CO U R T V 3 CO U R T U 3 CO U R T T 3 DMA #6 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. DMA IMPERVIOUS AREA (SF) PERVIOUS AREA (SF) TOTAL AREA (SF) EFFECTIVE IMPERVIOUS AREA (SF) TREATMENT AREA REQUIRED (SF) TREATMENT AREA PROVIDED (SF) 1 72,879 34,364 107,243 76,315 3,053 3,150 2 38,852 16,181 55,033 40,470 1,619 1,846 3 88,139 39,724 127,863 92,111 3,684 3,791 4 25,314 53,564 78,878 30,670 1,227 1,227 5 62,654 13,479 76,133 64,002 2,560 2,698 6 2,810 1,687 4,497 2,979 119 120 DRAINAGE MANAGEMENT AREA #4 C.3 WATER QUALITY TREATMENT FACILITY #4 BIO-RETENTION C.3 SWQ TREATMENT FACILITY LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 5.1.k Packet Pg. 417 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) SECTION A-A AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS STREETS N AND P 8' PARKING R/W 5' S/W5' PUE 36' 46' PUE, PAE, EVAE, DSRSD 10' TRAVEL LANE F/C 0.5' B/C 8' PARKING R/W 5' S/W 5' PUE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 10' TRAVEL LANEBUILDING BUILDING ROLLED CURB, SEE DETAIL ON SHEET 0.3 FLUSH CURB, SEE DETAIL ON SHEET 0.3 AC AB 4' S/W 11' TRAVEL LANE 11' TRAVEL LANE F/CF/C 22' B/WB/CDWY APRON GARAGE FLR. C/L SECTION B-B NTS COURTS 4'-8' DWY APRON GARAGE FLR. 4'-8' 0.5' SECTION C-C AC CURB & GUTTER ADJACENT TO BIO-RETENTION AREA AB F/C 0.5' B/C NTS COURT U3 R/W 5' S/W5' PUE 42' BUILDING 12' TRAVEL LANE 12' TRAVEL LANE 18' PARKING VERTICAL CURB, SEE DETAIL ON SHEET 0.3 CHABOT CREEK BNDY VARIES-BIORETENTION 12' TRAIL 0.5' B/C R/W F/C 47.5' PUE, PAE, EVAE, DSRSD VARIES 2' MIN. NOTE: DUBLIN STANDARD DETAIL CD-111 "DEPRESSED DRIVEWAY APPROACH" TO BE USED FOR INDIVIDUAL DRIVEWAYS 0.5' 26.5' PUE, PAE, EVAE, DSRSD SECTION D-D NTS STREET P (EAST END) AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB F/C 0.5' B/C R/W 5' S/W5' PUE 46' 51.5' PUE, PAE, EVAE, DSRSD BUILDING 8' PARKING 10' TRAVEL LANE 18' PARKING R/W 10' TRAVEL LANE CHABOT CREEK BNDY VARIES BIORETENTION 12' TRAIL VARIES F/C 0.5' B/C CURB & GUTTER ADJACENT TO BIO-RETENTION AREA P/L 6' MIN. BUILDING 7'± 5TH STREET (NH24) TRACT 8373 7' MASONRY WALL PLUS RETAINING PER PLAN (RET. HT. VARIES 1.5'-3.6') ARMY FENCE AT BACK OF CURB SECTION E-E NTS CAMP PARKS 0.5'± P/L 6' MIN. BUILDING 9'± 5TH STREET (NH24) TRACT 8373 7' MASONRY WALL PLUS RETAINING PER PLAN (RET. HT. VARIES 1.7'-4.9') ARMY FENCE AT EDGE OF PAVEMENT SECTION F-F NTS CAMP PARKS 0.5'± P/L 5' MIN. BUILDING 5' MIN (NH24) TRACT 8373 GOOD NEIGHBOR FENCE (W/ RETAINING WALL WHEN PAD DIFFERENTIAL IS GREATER THAN 1', PER GRADING PLAN) SECTION G-G NTS (NH20) TRACT 8371 BUILDING P/L 20' BUILDING 7'± 5TH STREET (NH24) TRACT 8373 7'MASONRY WALL ARMY FENCE AT BACK OF CURB SECTION H-H NTS CAMP PARKS 0.5'± SECTION I-I AC CURB & GUTTER, SEE DETAIL ON SHEET 0.3 AB C/L F/C 0.5' B/C NTS STREET O R/W 5' S/W5' PUE 36' 46' PUE, PAE, EVAE, DSRSD 10' TRAVEL LANE F/C 0.5' B/C R/W 5' S/W 3' PUE CURB & GUTTER, SEE DETAIL ON SHEET 0.3 BUILDING BUILDING 5' MIN. GOOD NEIGHBOR FENCE ON RETAINING WALL WHERE INDICATED 6' PSE R/W VARIES-BIORETENTION P/L VARIES REAR YARD BUILDING 0.5'± 6' THEME WALL WITH RETAINING PER PLAN (MAX. RET. 1.5') TRACT 8373 (NH24) SECTION J-J HORIZON PARKWAY SECTION K-K NTS 11'5'10' TRAVEL LANEPWAYCLASS I TRAIL 70' RIGHT OF WAY HORIZON PARKWAY 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/W DUAL TURN LANE 11' TRAVEL LANE C/L 6'6' 8' PARKING FUTURE PARK PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 NTS HORIZON PARKWAY 8' PARKING 10' TRAVEL LANE 8' PARKING 12' BUS PULLOUT CONCRETE BUS PAD 3'6' PSE R/W 6' THEME WALL WITH RETAINING PER PLAN (MAX. RET. 1.5') TRACT 8373 (NH24) 10' CLASS I TRAIL 2' PAD (REAR YARD) F/C 1' HORIZON PARKWAY SECTION L-L NTS CHABOT CREEK 10' SIDEWALK 1'12' TRAIL12'+ LANDSCAPE 5'± L/S 105' ALAMEDA COUNTY ZONE 7 PARCEL 3:1 S L O P E 3:1 SL O P E ZONE 7 ACCESS EASEMENT LO T 5 4 B U I L D I N G F A C E T O P O F B A N K NEIGHBORHOOD 24 P/LP/L 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 * 1' HORIZON PARKWAY SECTION M-M NTS CHABOT CREEK 1'12' TRAIL13.5' LANDSCAPE ZONE 7 ACCESS LO T 5 5 B U I L D I N G F A C E T O P O F B A N K NEIGHBORHOOD 24 P/L 12' TRAIL AND LANDSCAPE AREA HOA MAINTAINED 20' ZONE 7 ACCESS EASEMENT HEADWALL ALAMEDA COUNTY ZONE 7 PARCELHORIZON PARKWAY T O P O F B A N K (CHABOT CREEK) FINISH GRADE OVER CULVERT CLASS I TRAIL P/L HOA PARCEL WIDTH VARIES P/L HOA PARCEL 5.1.k Packet Pg. 418 At t a c h m e n t : 3 I . E x h i b i t A t o A t t a c h m e n t 2 P r o j e c t P l a n s - V T M ( B o u l e v a r d ) RESOLUTION NO. 18-xx A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING AN AMENDMENT TO THE SITE DEVELOPMENT REVIEW PERMIT APPROVAL FOR NEIGHBORHOODS 14 AND 15 WITHIN PHASE 3 OF THE BOULEVARD PROJECT AREA (PORTION OF APN 986-1-1-30) PLPA-2016-00064 WHEREAS, Dublin Crossing LLC is requesting approval to amend the original Site Development Review (SDR) approval for Neighborhoods 14 and 15 in Phase 3 of the Boulevard (Dublin Crossing Specific Plan) development area (“Project Site”), which was approved via Resolution 17-05 on May 9, 2017; and WHEREAS, Neighborhoods 14 and 15 in Phase 3 share common open spaces and a circulation network, so although the architectural designs changed for Neighborhood 15 only, the neighborhood layout sheets in the approved Project Plan Set impacted Neighborhood 14 as well; and WHEREAS, the proposed revisions to Neighborhood 15 increased the number of townhouse units in the neighborhood from 56 to 60; and WHEREAS, the proposed revisions to Neighborhood 15 continue to provide the required amount of parking for this neighborhood, meet the required density of the land use designation, and continue to meet the development intent of the Dublin Crossing Specific Plan; and WHEREAS, the Applicant is also requesting approval to amend Vesting Tentative Tract Map (VTTM) 8367 for Neighborhoods 14 and 15, which includes modifications from the originally -approved VTTM to the neighborhood layout, street circulation, and lotting pattern , which was approved via Resolution 17-06 on May 9, 2017; 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 CEQ A, 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 5.1.l Packet Pg. 419 At t a c h m e n t : 4 . R e s o l u t i o n A p p r o v i n g a n A m e n d m e n t t o t h e S i t e D e v e l o p m e n t R e v i e w P e r m i t a p p r o v a l f o r N e i g h b o r h o o d s 1 4 a n d 1 5 w i t h i n WHEREAS, the Project Plan Set for the Neighborhood 14/15 revisions, attached as Exhibit A to this Resolution, defines this “Project” and is available and on file in the Community Development Department; and WHEREAS, the N14/15 plan set includes only those sheets from the original Phase 2/3 SDR/VTTM approval that are changing as a result of the modifications to Neighborhood 15. For reference purposes, the Table of Contents in Exhibit A notes all the pages that were in the original, approved Phase 2/3 Project Plan Set, but only tho se sheets highlighted with red text and that are included in the Project Plan Set being amended by approval of this resolution. All other pages originally found in the Phase 2/3 Project Plan Set remain as is and contain no modifications. WHEREAS, the Planning Commission did hold a noticed study session on April 10, 2018 and also did hold a public hearing on said application on May 8, 2018 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 an Amendment to Site Development Review approval for Neighborhoods 14 and 15 within Phase 3 of the Boulevard Project Area; 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 Amendment to Site Development Review approval for Neighborhoods 14 and 15 within Phase 3 of the Boulevard Project Area: 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 General Commercial/DC High Density Residential and DC High 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 goa ls 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 Dubli n 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. 5.1.l Packet Pg. 420 At t a c h m e n t : 4 . R e s o l u t i o n A p p r o v i n g a n A m e n d m e n t t o t h e S i t e D e v e l o p m e n t R e v i e w P e r m i t a p p r o v a l f o r N e i g h b o r h o o d s 1 4 a n d 1 5 w i t h i n C. Approval of the proposed development will not re sult 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 Amendment to Site Development Review approval for Neighborhoods 14 and 15 within Phase 3 of the Boulevard Project Area 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. 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 department s/agencies responsible for monitoring compliance of the conditions of approval. [PL.] Planning, [B] Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR] Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7. # CONDITION TEXT RESPON. AGENCY WHEN REQ’D Prior to: GENERAL 1. Approval. This Site Development Review approval is for amendments to Neighborhoods 14 and 15 within Phase 3 of the Boulevard Project. This approval shall be as generally depicted and indicated on the following: 1. Project Plans prepared by Woodley Architectural Group, MacKay & Somps, Gates + Associates Landscape Architects, Brookfield Residential, and Lennar/CalAtlantic Homes (attached to this Resolution as Exhibit A) – dated received April 27, 2018; and 2. Color and material boards prepared for each of the six neighborhoods. All plan sheets, not superseded by the above, from the previously approved Phase 2/3 plan set (Resolution 17-05) remain valid. 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. PL Ongoing 2. Effective Date. This SDR approval becomes effective 10 days after action by the Planning Commission unless otherwise appealed to the City Council. PL Ongoing 3. Previous Conditions of Approval Remain in Effect. All Conditions of Approval from Phase 2/3 approval Resolution 17-05 (Site Development Review) and Resolution 17-06 (Vesting Tentative Tract Maps) shall remain in full force an effect unless expressly modified by the Conditions of Approval contained herein. All Ongoing TRACT 8367 (Neighborhoods 14 and 15) 4. Private Streets and Courts (Parcels A, B, C, D, E and F). The Developer shall establish private street right-of-way and install complete street improvements for the proposed private streets on Parcels A, B, C, D, E and F within the development as shown on the Tentative Map and the Site Development Review package. (Modified from Original COA 168 in Resolution 17-05) PW Prior to Approval of Improvement Plans 5. Canal 2. The final civil design and landscape design of Canal 2 improvements including paved access trail, maintenance easement, equipment access to the creek, riparian landscape within Zone 7’s ownership parcel and within the 20 feet access easement shall be subject to review and approval by Zone 7 or PW Prior to Approval of Improvement Plans 5.1.l Packet Pg. 421 At t a c h m e n t : 4 . R e s o l u t i o n A p p r o v i n g a n A m e n d m e n t t o t h e S i t e D e v e l o p m e n t R e v i e w P e r m i t a p p r o v a l f o r N e i g h b o r h o o d s 1 4 a n d 1 5 w i t h i n other public agency responsible for the creek. (Modified from Original COA 169 in Resolution 17-05) PASSED, APPROVED AND ADOPTED this 8th day of May 2018 by the following vote: AYES: NOES: ABSENT: ABSTAIN: ______________________________ Planning Commission Chair ATTEST: ____________________________ Assistant Community Development Director 5.1.l Packet Pg. 422 At t a c h m e n t : 4 . R e s o l u t i o n A p p r o v i n g a n A m e n d m e n t t o t h e S i t e D e v e l o p m e n t R e v i e w P e r m i t a p p r o v a l f o r N e i g h b o r h o o d s 1 4 a n d 1 5 w i t h i n Site Design Review phases 2–3 Dublin, California APRIL 11, 2017 MAY 8, 2018 AMENDMENT woodleyarchitecturalgroup,inc. 5.1.m Packet Pg. 423 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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 5.1.m Packet Pg. 424 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 5.1.m Packet Pg. 425 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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 A1.8.20 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 A1.8.51 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.8.52 BUILDING 8 PLEX_B_ALT – EXTERIOR ELEVATIONS A1.8.53 BUILDING 8 PLEX_B_ALT – BUILDING PLANS A1.8.54 BUILDING 8 PLEX_B_ALT – BUILDING PLANS A1.8.55 BUILDING 8 PLEX_B_ALT – 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 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 Site Development Review Table of Contents 5.1.m Packet Pg. 426 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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 A2.1 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 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 Site Development Review Table of Contents 5.1.m Packet Pg. 427 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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 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 B FLOOR PLAN A5.6 PLAN 1 VARIATION B FLOOR PLAN A5.7 PLAN 1 VARIATION B ELEVATIONS A5.8 PLAN 1 VARIATION C FLOOR PLAN A5.9 PLAN 1 VARIATION C FLOOR PLAN A5.10 PLAN 1 VARIATION C ELEVATIONS A5.11 PLAN 1 ENHANCED REAR ELEVATIONS A5.12 PLAN 1 UDO PLANS A5.13 PLAN 2 FRONTS ELEVATIONS A5.14 PLAN 2 VARIATION A FLOOR PLAN A5.15 PLAN 2 VARIATION A FLOOR PLAN A5.16 PLAN 2 VARIATION A ELEVATIONS A5.17 PLAN 2 VARIATION B FLOOR PLAN A5.18 PLAN 2 VARIATION B FLOOR PLAN A5.19 PLAN 2 VARIATION B ELEVATIONS A5.20 PLAN 2 VARIATION C FLOOR PLAN A5.21 PLAN 2 VARIATION C FLOOR PLAN A5.22 PLAN 2 VARIATION C ELEVATIONS A5.23 PLAN 2 ENHANCED REAR ELEVATIONS A5.24 PLAN 2 UDO PLANS A5.25 PLAN 3 FRONTS ELEVATIONS A5.26 PLAN 3 VARIATION A FLOOR PLAN A5.27 PLAN 3 VARIATION A FLOOR PLAN A5.28 PLAN 3 VARIATION A ELEVATIONS A5.29 PLAN 3 VARIATION B FLOOR PLAN A5.30 PLAN 3 VARIATION B FLOOR PLAN A5.31 PLAN 3 VARIATION B ELEVATIONS A5.32 PLAN 3 VARIATION C FLOOR PLAN A5.33 PLAN 3 VARIATION C FLOOR PLAN A5.34 PLAN 3 VARIATION C ELEVATIONS A5.35 PLAN 3 ENHANCED REAR ELEVATIONS A5.36 PLAN 3 UDO PLANS A5.37 ELEVATION DETAIL SHEET 1 A5.38 ELEVATION DETAIL SHEET 2 A5.39 COLOR & MATERIAL SCHEMES A5.40 COLOR & MATERIAL SCHEMES 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 L6.8 NEIGHBORHOOD 15 TYPICAL PASEO L6.9 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 ZIPPER TOWNS RENDERING A15.2 ZIPPER TOWNS 4-PLEX FLOOR PLANS A15.3 ZIPPER TOWNS 4-PLEX FLOOR PLANS & ROOF PLAN W/ SOLAR ZONES A15.4 ZIPPER TOWNS 4-PLEX ELEVATIONS A15.5 ZIPPER TOWNS 6-PLEX FLOOR PLANS A15.6 ZIPPER TOWNS 6-PLEX FLOOR PLANS & ROOF PLAN W/ SOLAR ZONES A15.7 ZIPPER TOWNS 6-PLEX ELEVATIONS A15.8 ZIPPER TOWNS PLAN 1 FLOOR PLANS A15.9 ZIPPER TOWNS PLAN 2 FLOOR PLANS A15.10 ZIPPER TOWNS PLAN 3 FLOOR PLANS A15.11 ZIPPER TOWNS SECTION & BUIDING ANALYSIS A15.12 ZIPPER TOWNS SECTION A15.13 ZIPPER TOWNS LEVEL ONE EMERGENCY ESCAPE PATH A15.14 ZIPPER TOWNS LEVEL TWO EMERGENCY ESCAPE PATH A15.15 ZIPPER TOWNS LEVEL THREE EMERGENCY ESCAPE PATH A15.16 ZIPPER STORAGE EXHIBIT A15.17 ZIPPER TOWNS COLORS & MATERIALS 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 Site Development Review Table of Contents 5.1.m Packet Pg. 428 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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 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 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 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 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 5.1.m Packet Pg. 429 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 2 - 3 Dublin, California OVERALL L0.3 0’10’20’40’ OVERALL WALL AND FENCING PLAN 3’ Low Stucco Wall with Column 3’ Low Veneer Wall 6’ Theme Wall 6’ Horizontal Wood Fence 5’ Park Fence 5.1.m Packet Pg. 430 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D APRIL 10, 2018 ph a s e s 2 - 3 Dublin, 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 6’HT THEME WALL Location: Horizon Parkway Frontage 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 6’ 14’-10” 22” Wide Columns Reveals Spaced at 8” Vertically 8” 6” Column and Panel Top Edges to be Chamfered 1” Reveals Column Color: Standard Grey Column Finish: Unfinished Wall Color: Davis Color Silversmoke or Kelley Moore Equal Wall Finish: Applied Texture Paint 5.1.m Packet Pg. 431 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.1 AMENDMENT APRIL 10, 2018 0’200’400’800’ SITE PLAN NEIGHBORHOOD 14&15 NH14 NH15 5.1.m Packet Pg. 432 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90° C C C C C C C C C C C C IRON HORSE PARKWAY CE N T R A L P A R K W A Y IRON HORSE PARKWAY CE N T R A L P A R K W A Y STREET AA STREET DD ST R E E T B B ST R E E T C C COURT W COURT X COURT Y CO U R T Y Y C A N A L 2 T R A I L SEE SHEET C.6.3 FORSECTION DETAILS ARNOLD ROAD SEE LANDSCAPE PLANS FORMORE DETAIL ON PEDESTRIANCORRIDOR CC A B F G H H D E E J NE I G H B O R H O O D 1 4 NE I G H B O R H O O D 1 5 NE I G H B O R H O O D 1 4 NE I G H B O R H O O D 1 5 (P H A S E 3 ) (P H A S E 3 ) (P H A S E 3 ) (P H A S E 3 ) COURT V B H H C I I EVA * * * * **** B C. 6 . 1 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T NEIGHBORHOOD 14 & 15 (PHASE 3)SITE SUMMARYNEIGHBORHOOD 14ACRES:4.93UNIT COUNT:102DENSITY: 20.6 DU/AC (HIGH DENSITY)NEIGHBORHOOD 15ACRES:3.78UNIT COUNT: 60DENSITY: 15.9 DU/AC (MEDIUM HIGH DENSITY)TOTAL ACRES:“$& SI T E P L A N LE G E N D EN H A N C E D G A R A G E D O O R S * 5. 1 . m Pa c k e t P g . 4 3 3 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 2 LA N D U S E S U M M A R Y 5. 1 . m Pa c k e t P g . 4 3 4 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) C / L 52 ' P U E , P A E , D S R S D , E V A E 42 ' 5' 8' 13 ' TR A V E L W A Y CU R B & GU T T E R CU R B & GU T T E R P / L F / C 0. 5 ' B / C 13 ' TR A V E L W A Y 6' P U E C/L 44' PUE, PAE, DSRSD, EVAE34'8'PARKING 13'TRAVEL WAYCURB &GUTTERCURB &GUTTER P/LF/C0.5'B/C 5'13'TRAVEL WAY P/LF/C0.5'B/CB/C C/L13'5'S/W P/L36' PUE, PAE, DSRSD, EVA E CURB &GUTTER CU R B & GU T T E R F/C0.5'13' 5' S/ W P / L F / C 0. 5 ' B / C PUE(3' MIN)(6' MAX) PU E (3 ' M I N ) (6 ' M A X ) SECTION A-ANTSSTREET AA SECTION B-BNTSSTREET BB, C C SE C T I O N D - D NT S ST R E E T C C PUE 5' 8' P / L F / C 0. 5 ' B / C 3' PU E S/ W S/ W PA R K I N G PA R K I N G 3'S/W 5'PUE 3'S/W 25 ' P U E , P A E , D S R S D , E V A E 24 ' 0. 5 ' GA R A G E F L R . C / L 0. 5 ' 3. 5 ' ± D W Y AP R O N RO L L E D C U R B 12 ' 12 ' P / L P / L F / C F / C 6" V E R T I C A L CU R B BU I L D I N G DI S T A N C E VA R I E S SE C T I O N C - C NT S CO U R T Y Y 5' PU E 3' PU E 43' PUE, PAE, DSRSD , E V A E 42' 0. 5 ' C/L0.5'12'12' P / L P/L F / C F/C6" VERTICALCURB BUILDING 9'±C/L 44' PUE, PAE, DSRSD, EVAE34'5'13'TRAVEL WAYCURB &GUTTER CURB &GUTTER P/LF/C0.5'B/C 5'13'TRAVEL WAY P/LF/C0.5'B/C PUE(3' MIN)(6' MAX)PUE(3' MIN)(6' MAX) 21 ' P U E , P A E , D S R S D , E V A E 0. 5 ' 0. 5 ' 20 ' FL U S H C U R B GA R A G E F L R . DW Y A P R O N (3 . 5 ' ± ) RO L L E D C U R B F / C P / L F / C P / L SECTION E-ENTSSTREET BB, CC SECTION F- F NTS COURT YY SE C T I O N H - H NT S CO U R T V , C O U R T W , C O U R T X A N D C O U R T Y DW Y A P R O N (3 . 5 ' ± ) 8'S/WPARKINGS/W CU R B & GU T T E R 18 ' 6' SE C T I O N G - G NT S ST R E E T D D 74 ' P U E , P A E , D S R S D , E V A E 61 . 8 1 ' 6' S/ W 18 ' PE R P E N D I C U L A R P A R K I N G 13 ' TR A V E L W A Y P / L C / L 13 ' TR A V E L W A Y CU R B & GU T T E R F / C F / C P / L 0. 5 ' B / C 0. 5 ' B / C 6' S/ W 18 ' PE R P E N D I C U L A R P A R K I N G 6' P U E GA R A G E F L R . SE C T I O N J - J NT S CA N A L 2 E X . T O P O F B A N K 78 ' E X . T O P O F B A N K 50 ' ± (E X I S T I N G C A N A L 2 ) 13 ' M I N . VA R I E S 12' PAVE D T R A I L 1' MI N 12 ' P A V E D T R A I L 11 ' + LA N D S C A P E (P R O P O S E D ) EX I S T GR O U N D F L O W L I N E EX G R O U N D PR O P O S E D GR O U N D 10'±LANDSCAPE AL A M E D A C O U N T Y Z O N E 7 P A R C E L 3 : 1 S L O P E 3: 1 S L O P E WE T L A N D BE N C H ZONE 7 A C C E S S EASEM E N T ZO N E 7 A C C E S S BUILDING FACE BUILDING FACE PROPOSED TOP OF BANK NE I G H B O R H O O D S 7 / 8 NEIGHBORHOODS 1 4 / 1 5 P / L P / L 12' T R A I L A N D LAND S C A P E A R E A HOA M A I N T A I N E D 12 ' T R A I L A N D LA N D S C A P E A R E A HO A M A I N T A I N E D HOA PARCEL HO A P A R C E L RIPARIAN LA N D S C A P E W I T H I N T H E Z O N E 7 C H A N N E L PARCEL AND W I T H I N T H E B U F F E R A R E A S S H A L L B E SUBJECT TO R E V I E W / A P P R O V A L B Y Z O N E 7 . ( T O B E DETAILED ON L A N D S C A P E P L A N S B Y G A T E S ASSOCIATES/ C A R D N O ) 20 ' Z O N E 7 A C C E S S E A S E M E N T (R I P A R I A N PL A N T I N G ) * * C/L 44' PUE, PAE, DSRSD, EVAE29'5'5'16'TRAVEL WAYCURB &GUTTER CURB &GUTTER P/LF/C0.5'B/C 5'13'TRAVEL WAY P/LF/C0.5'B/C 6' PUESECTION I-INTSSTREET CC 3' PUES/WS/WL/SPOPOUT AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 3 ST R E E T S E C T I O N S 5. 1 . m Pa c k e t P g . 4 3 5 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) CC C C C C C C C C C C C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45°45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90° 5500 5 7 0 0 5 6 0 0 5400 5 5 0 0 IRON HORSE PARKWAY CENTR A L P A R K W A Y STREET AA STREET DD ST R E E T B B ST R E E T C C CO U R T Y Y C A N A L 2 ARNOLD ROAD COURT W COURT X COURT Y COURT V 5600 AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 4 AD D R E S S P L A N 5. 1 . m Pa c k e t P g . 4 3 6 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) C C C C C C C C C C C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45°45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45°45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°IRON HORSE PARKWAY CENTRAL P A R K W A Y STREET AA STREET DD STRE E T B B STREE T C C NP C A N A L 2 ARNOLD ROAD CC CO U R T Y Y COURT W COURT X COURT Y COURT V EVANP NPNP AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 5 PARKING SUMMARYREQUIRED PARKING: NH 14(ELEVATED TOWNHOMES) -HIGH DENISITY1.5 COVERED/UNCOVERED SPACES - 1 5 % G U E S T P A R K I N G 17 6 S P A C E S NH 15 (BACKYARD TOWNHOMES) -MEDIUM HIGH DENSITY2 COVERED SPACES + 1 G U E S T S P A C E 18 0 S P A C E S TO T A L : 35 6 S P A C E S PROPOSED:NH14 -102 UNITSGARAGE RESIDENTIAL SPACES 204RESIDENTIAL ON-SITE PARKING SPACES24GUEST PARKING SPACES ON PUBLIC STREETS4NH15 - 60 UNITSGARAGE RESIDENTIAL SPACES 120RESIDENTIAL ON-SITE PARKING SPACES54GUEST PARKING SPACES ON PUBLIC STREETS7TOTAL PARKING SPACES:413 S P A C E S COMPACT PARKING SPACES (35% OF ONSITE GUEST SPACES ALLOWED):9 (9. 7 % ) ACCESSIBLE SPACES(5% OF UNASSIGNED PARKING SPACES)5 (1 V A N A C C E S S I B L E ) EV GUEST PARKING SPACES(3% OF ON-SITE GUEST SPACES REQUIRED): 3 (1 A C C E S S I B L E ) NOTE: ELECTRIC VEHICLE CHARGING STATION SERVICES 2 PARKING SPACES, WITH O N E O F T H O S E S T A L L S B E I N G A C C E S S I B L E . PA R K I N G P L A N LE G E N D O N - S I T E G U E S T P A R K I N G S P A C E F I R E H Y D R A N T N O P A R K I N G Z O N E ( A T F I R E H Y D R A N T S A N D E V A ) NP G U E S T P A R K I N G S P A C E O N P U B L I C S T R E E T S P R O P O S E D E V C H A R G I N G S T A T I O N * V A N A C C E S S I B L E S T A L L L O C A T I O N * 5. 1 . m Pa c k e t P g . 4 3 7 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) C C C C C C C C C C C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°IRON HORSE PARKWAY CENTRAL P A R K W A Y STREET AA STREET DD STRE E T B B STRE E T C C C A N A L 2 ARNOLD ROAD CC CO U R T Y Y COURT W COURT X COURT Y COURT V AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 6 PL A N TR A S H P I C K U P LEGENDTRASH SERVICES ROUTENOTE: ALL STREETS ARE PRIVATE.-NEIGHBORHOOD 14 RESIDENTS WILL HAVE TO BRING TRASH B I N S T O THE STREET CURB FOR PICKUP.-NEIGHBORHOOD 15 RESIDENTS' TRASH WILL BE PICKED UP IN B I N S A T THE END OF INDIVIDUAL DRIVEWAYS.TRASH BIN PICKUP LOCATIONS 5. 1 . m Pa c k e t P g . 4 3 8 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) C C C C C C C C C C C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°IRON HORSE PARKWAY CENTRAL P A R K W A Y STREET AA STREET DD STRE E T B B STRE E T C C PR O P O S E D G A N G M A I L B O X E S LO C A T I O N F O R N H 1 5 M C A N A L 2 M ARNOLD ROAD CC PR O P O S E D G A N G M A I L B O X E S LO C A T I O N F O R N H 1 4 CO U R T Y Y COURT W COURT X COURT Y COURT V AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 7 LE G E N D M LO C A T I O N P L A N MA I L B O X PR E L I M I N A R Y M A I L B O X L O C A T I O N 1. ) F I N A L L O C A T I O N S U B J E C T T O U S P S A P P R O V A L 2. ) M A I L B O X E S T O F A C E T H E S I D E W A L K W I T H CO N C R E T E P A D A L L A R O U N D I T 5. 1 . m Pa c k e t P g . 4 3 9 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) C C C C C C C C C C C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°IRON HORSE PARKWAY CENTRAL PARKW A Y STREET AA ST R E E T B B ST R E E T C C C A N A L 2 T R A I L FH FH FH FH FH FH FH FH FH FH FH ARNOLD ROAD CC FI R E A C C E S S O F F CE N T R A L P K W Y . FIRE ACCESSOFF IRONHORSE PKWY. CO U R T Y Y COURT W COURT X COURT Y COURT V EVA WITHREMOVABLEBOLLARDS FH FH FH NP NP STREET DD FR O N T D O O R A C C E S S OF F C E N T R A L P K W Y FR O N T D O O R A C C E S S OF F S T R E E T D D NO F I R E A C C E S S RE Q U I R E D O N CO U R T Y Y AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 8 PROPOSED 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 ) A N D BUILDINGS THAT CONTAIN A 3rd STORY POP UP (N15-BACKYARD TOWNS) . T H E 3-STORY PRODUCT HAS AN EAVE HEIGHT OF UNDER 30'.2.FIRE APPARATUS ROADS SHOWN HAVE A MINIMUM WIDTH OF 26'.3.REMOVABLE BOLLARDS TO BE PER EAST BAY REGIONAL PARK DISTRICTSTANDARD DETAIL 101 AND 103.ACCESS FOR BUILDINGS OVER 30' WITH A 4TH STORYELEMENT FI R E A C C E S S P L A N FRONT DOOR (SHOWN FOR MEDICAL EMERGENCYPURPOSES)MINIMUM INSIDE TURN RADIUSNPNO PARKING 5. 1 . m Pa c k e t P g . 4 4 0 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) C C C C C C C C C C C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°IRON HORSE PARKWAY CENTRAL P A R K W A Y STREET AA STREET DD STRE E T B B STRE E T C C 385'250' C A N A L 2 ARNOLD ROAD CC CO U R T Y Y COURT W COURT X COURT Y COURT V AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 9 PL A N SI G H T D I S T A N C E 5. 1 . m Pa c k e t P g . 4 4 1 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) CC C C C C C C C C C C C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45° 45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°IRON HORSE PARKWAY CENTRAL P A R K W A Y STREET AA STREET DD STRE E T B B STRE E T C C C A N A L 2 ** * * * * *** * * * * * * * ARNOLD ROAD CROSSWALKS (TYP.) ARECONCEPTUAL AND WILLBE FINALIZED IN DESIGN SEE LANDSC A P E P L A N S FOR PASEO & W A L K W A Y DE T A I L S CO U R T Y Y COURT W COURT X COURT Y COURT V 1 2 ' P A V E D T R A I L * AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 1 0 LEGENDACCESSIBLE PARKING SPACESACCESSIBLE UNITS(16 ACCESSIBLE UNITS REQUIRED)ACCESSIBLE PATH TO/FROM ACCESSIBLE STALL AND PUBLIC R.O.W.TO ACCESSIBLE UNIT *DOU B L E D I S A B L E D P A R K I N G S T A L L S P A R K I N G N O PL A N AC C E S S I B I L I T Y 5. 1 . m Pa c k e t P g . 4 4 2 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) CC C C C IRON HORSE PARKWAY CENTRAL P A R K W A Y STREET AA STREET DD STRE E T B B STREE T C C 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° 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° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45°45° 15° 45° 45°45°45° 90° 90°90°90°90°45°45°15°45°45°45°45°90°90°90°90°90°45°45°15°45°45°45°45°90° 90° 90° 90° 90° 45°45° 15° 45° 45°45°45° 90° 90° 90° 90° 90° 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90°90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45°45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45°15° 45° 45°45° 45° 90° 90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E45°45°15°45°45°45°45°90°90°45°90°45°90°90°90°90°E 45°45°15°45°45°45°45°90° C A N A L 2 ARNOLD ROAD C C C C C C C C C CO U R T Y Y COURT W COURT X COURT Y COURT V AP R I L 1 0 , 2 0 1 8 BOULEVARD phases 2-3 DU B L I N , C A L I F O R N I A OV E R A L L GR A M E R C Y & A B B E Y NE I G H B O R H O O D 1 4 & 1 5 0 50 10 0 FE E T 15 0 AM E N D M E N T C. 6 . 1 1 LEGENDCOURTS & DRIVES - HOA MAINTAINEDPRIVATE STREETS - HOA MAINTAINED RE S P O N S I B I L I T Y P L A N MA I N T E N A N C E CANAL 2 - ZONE 7 MAINTAINED OPEN SPACE - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL & TRASH CAPTUR E F A C I L I T I E S ) PUBLIC STREET PARKWAY - HOA MAINTAINED(INCLUDING BIO-RETENTION/SILVA CELL & TRASH CAPTUR E F A C I L I T I E S ) NOTE:PRIVATE STREET LIGHTS, BOLLARDS AND FENCES SHALL B E M A I N T A I N E D B Y T H E H O A 5. 1 . m Pa c k e t P g . 4 4 3 Attachment: 5. Exhibit A to Attachment 4 Project Plans for Neighborhoods 14 and 15 in Phase 3 of the Boulevard Project (Boulevard) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.2 AMENDMENT APRIL 10, 2018 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 IR O N H O R S E P A R K W A Y AR N O L D R O A D CAN A L 0 2 5.1.m Packet Pg. 444 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.3 AMENDMENT APRIL 10, 2018 0’50’100’200’ WALLS AND FENCING NEIGHBORHOOD 14&15 CENTRAL PARKWAY IR O N H O R S E P A R K W A Y AR N O L D R O A D CAN A L 0 2 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 5.1.m Packet Pg. 445 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, 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 L6.4 AMENDMENT APRIL 10, 2018 WALLS AND FENCING NEIGHBORHOOD 14&15 5.1.m Packet Pg. 446 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.5 AMENDMENT APRIL 10, 2018 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 5.1.m Packet Pg. 447 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.6 AMENDMENT APRIL 10, 2018 0’8’16’32’ TYPICAL NEIGHBORHOOD 15 Columnar Tree at Building Sidewalk Quercus Virginiana Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic Accent Shrubs at Entry, Typ. Accent Shrubs at Entry, Typ. 5.1.m Packet Pg. 448 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.7 AMENDMENT APRIL 10, 2018 0’8’16’32’ TYPICAL NEIGHBORHOOD 15 Columnar Tree at Building Accent Planting at Corner Sidewalk Columnar Tree at Street Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic 5.1.m Packet Pg. 449 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.8 AMENDMENT APRIL 10, 2018 0’8’16’32’ TYPICAL PASEO NEIGHBORHOOD 15Intract Street Light PureForm LED Series MFR: Philips Gardco Color: Graphite Metallic Columnar Trees Street Trees Screen Shrubs at Building Accent Grasses at Alley Entry Columnar Trees Accent Paving Accent Shrubs at Unit Entry Pedestrian Connection Accent Vehicular Paving at Auto Entry, Typ. 5.1.m Packet Pg. 450 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) BO U L E V A R D ph a s e s 2 - 3 Dublin, California OVERALL GRAMERCY & ABBEY L6.9 AMENDMENT APRIL 10, 2018 0’5’10’20’ PARK - THE DOG HOUSE NEIGHBORHOOD 14&15 Fenced Dog Park Park Monumentation Accent Paving Zone 7 AC Access Road 5.1.m Packet Pg. 451 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) ZIPPER TOWNS A15.1 ZIPPER TOWNS ILLUSTRATIVE RENDERING 5.1.m Packet Pg. 452 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.2 ZIPPER TOWNS 4-PLEX FLOOR PLANS OVERALL BUILDING "4-PLEX" FIRST FLOOR PLAN 1/4" = 1/-0" UNIT 2 UNIT 3 89'-10" UNIT 2 UNIT 3 UNIT 3GARAGEUNIT 2GARAGEUNIT 2GARAGEUNIT 3GARAGE T20 5 0 SH 30 5 0 S H 30 2 6 F X BE L O W 20 5 0 SH 40 5 0 SL 30 5 0 S H 30 2 6 F X BE L O W 288 0 FR. D R . 30 8 0 S C 80 8 0 SG D T 80 8 0 SG D T T 20 5 0 SH 30 5 0 S H 30 2 6 F X BE L O W 20 5 0 SH 40 5 0 SL 30 5 0 S H 30 2 6 F X BE L O W 28 8 0 FR . D R . 30 8 0 S C 2050 SH 2050SH 2030SH 3080 SC 26 6 8 L O U V E R 266 8 LO U V E R 2668 LOU V E R 2050 SH 2050SH 2030SH 3080 SC 266 8 LO U V E R 2668 L O U V E R 26 6 8 LOUVER 16080 SECTIONAL GARAGE DOOR SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . 16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR 1'-6"1'-6" 1'-312" 22'-1"2"21'-1"2"21'-1"2"22'-1" 86'-10" 54 ' - 0 " 2' - 0 " 14 ' - 3 12" 10 ' - 1 0 " 4' - 4 12" 14 ' - 6 " 6' - 0 " 2' - 0 " 13'-0"14'-1012"14'-2"15'-212"14'-7"13'-0" 84'-10" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 6" 1' - 7 12" 6" 1' - 7 12" 2'-6"2'-6" E E SQUARE FOOTAGE BUILDING 4 - OVERALL FIRST FLOOR - CONDITIONED =2252 SQ. FT. SECOND FLOOR - CONDITIONED =4202 SQ. FT. THIRD FLOOR - CONDITIONED =2642 SQ. FT. TOTAL - CONDITIONED =9096 SQ. FT. TOTAL GARAGE =1811 SQ. FT. A4-A2-1 BLDG. 4 wo o d l e y ar c h i t e c t u r a l gr o u p , i n c . 2943 S. Pullman Street, Suite A Santa Ana, California 92705V. 949.553.8919 F. 949.553.8909 731 SouthPark Dr., Suite BLittleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: VI N E DU B L I N , C A L I F O R N I A BR O O K F I E L D H O M E S BF 1610B MS 04/19/2017 30% PROGRESS CD SET 1.GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH CRC SECTION R308.3 2.GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THEWORD 'TEMPERED' OR 'TEMP' OR GLAZING & FALL PROTECTION SAFETY GLAZING 1.ALL GLAZING SHALL COMPLY WITH CRC SECTION R3082.ALL GLAZING SHALL BE DUAL PANE INSULATING GLASS U.N.O. IN THE TITLE 24REPORT3.WINDOW CALLOUTS ARE AS FOLLOWS: SL = SLIDER SH = SINGLE HUNGFG = FIXED GLASS CA = CASEMENT 1.WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITHSECTION R312.2.1 AND R312.2.22.IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACEBELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AMINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICHTHE WINDOW IS LOCATED WINDOW FALL PROTECTION T 1.EXTERIOR WINDOW AND EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS (CRC R337.8.2.1):A.BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINMUM OF ONETEMPERED PANE MEETING THE REQUIREMENTS OF CBC SECTION 2406 FORSAFETY GLAZING. 2.GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS,METAL REINFORCEMENT IN THE INTERLOCK AREA, AND BE CERTIFIED TO THE MOSTCURRENT EDITION OF ANSI/AAMA/NWWDA 101/I.S.2 STRUCTURAL REQUIREMENTS. CRC R337.8.2.1.1 HFSZ 1.BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOTLESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY EGRESS EMERGENCY ESCAPE AND RESCUE OPENINGS 1.NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL SHALL BE DESIGNATEDFOR EMERGENCY EGRESS & RESCUE.2.ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHESHIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOTGREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS 3.ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONALFROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS. E EMERGENCY ESCAPE AND RESCUE WINDOWS 1.NOTE: EXTERIOR DOORS LABELED W/ AN SYMBOL SHALL BE DESIGNATED FOREMERGENCY EGRESS & RESCUE.2.ESCAPE & RESCUE DOORS SHALL ARE PERMITTED TO BE SIDE HINGED OR A SLIDER.3.THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE IN ACCORDANCE WITHSECTION R310.2.1 E EMERGENCY ESCAPE AND RESCUE DOORS BATH AND SHOWER SPACES 1.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITHNONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHTOF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (SEC R307.2) 2.ALL GLASS SHOWER AND TUB/SHOWER DOORS SHALL BE TEMPERED.3.SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITHINDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, ORCOMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. VALVES SHALL BEADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUMMIXED WATER SETTING OF 120 DEGREES FAHRENHEIT. (C.P.C. SECTION 408.3) 4.PROVIDE 15" MINIMUM BETWEEN THE CENTER OF THE WATER CLOSET TO ANYSIDE WALL (C.P.C. 402.5)5.PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET (C.P.C. 402.5)6.BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATIONCAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (C.R.C. R303.3) LAUNDRY ROOM NOTES 1.UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S INSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION,DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTALCOMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO2.PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS3.WASHER SPACE, PROVIDE RECESSED WATER AND WASTE4.AT 2ND FLOOR, PROVIDE "SMITTY" PAN UNDER WASHER WITH DRAIN TO OUTSIDE SOFFIT SYMBOLS FLAT SOFFIT W/ TOP @ 9'-0" A.F.F. @ 10'-0" PL., @ 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESS OTHERWISE NOTED FLATTENED ARCH SOFFIT W/ TOP @ 9'-0" A.F.F. & SPRING POINT@ 8'-0" A.F.F. @ 10'-0" PL., TOP @ 8'-0" A.F.F & SPRING POINT @ 7'-0" A.F.F. @ 9'-0" PLATE OR TOP @ 7'-6" A.F.F & SPRING POINT@ 6'-6" A.F.F. @ 8'-0" PLATE UNLESS OTHERWISE NOTED WALL LEGEND 2X4 WALL 2X6 WALL 2X LOW WALL - HEIGHTPER FLOOR PLAN FULL ARCH SOFFIT W/ TOP OF ARCH @ 9'-0" A.F.F. @ 10'-0" PL., 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESSOTHERWISE NOTED ELLIPTICAL ARCH SOFFIT AS NOTED IN PLAN OR ELEVATION 1 HR. RATED UNITSEPARATION WALL E 4'-112" UNIT2 UNIT3 E 4'-112" 89'-10" UNIT2UNIT3 UNIT 3GARAGEUNIT 2GARAGEUNIT 2GARAGEUNIT 3GARAGE 1'-6"1'-6" 22'-1"2"21'-1"2"21'-1"2"22'-1" 86'-10" 54 ' - 0 " 2' - 0 " 14 ' - 3 12" 10 ' - 1 0 " 4' - 4 12" 14 ' - 6 " 6' - 0 " 2' - 0 " 13'-0"14'-1012"14'-2"15'-212"14'-7"13'-0" 84'-10" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " LEVEL ONE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 4-UNIT FLOORPLAN E E E AA UNIT2 UNIT3 3'- 0 " E E E AA 89'-10" UNIT2UNIT3 3'- 0 " LEVEL TWO 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 4-UNIT FLOORPLAN 5.1.m Packet Pg. 453 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.3 ZIPPER TOWNS 4-PLEX FLOOR PLAN & ROOF PLAN W/ SOLAR ZONES NORTH SOUTH EAST WEST NORTH SOUTH EAST WEST AREA OF POTENTIAL SOLAR ZONE E E E AA E AA UNIT2 UNIT3 E AA 89'-10" UNIT2 UNIT3 21'-1"6'-4"15'-1"14'-11"6'-4"21'-1" E EE AA LEVEL THREE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231 california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 4-UNIT FLOORPLAN 5.1.m Packet Pg. 454 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) ZIPPER TOWNS A15.4 ZIPPER TOWNS 4-PLEXELEVATIONS MATERIAL NOTES 1. COMPOSITION SHINGLE ROOF2. STUCCO3. CEMENTITIOUS SIDING 4. CEMENTITIOUS TRIM5. FIBERGLASS ENTRY DOOR 6. METAL RAILING7. EXTERIOR LIGHTING8. ADDRESS PLAQUE 5 6 4 7 8 3 1 2 5.1.m Packet Pg. 455 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.5 ZIPPER TOWNS 6-PLEX FLOOR PLANS OVERALL BUILDING "6-PLEX" FIRST FLOOR PLAN 1/4" = 1/-0" UNIT 1 UNIT 1 UNIT 2 UNIT 3 MA T C H L I N E MA T C H L I N E MA T C H L I N E MA T C H L I N E UNIT 1 GARAGE UNIT 1 GARAGE UNIT 2GARAGEUNIT 3GARAGE T20 5 0 SH 30 5 0 S H 30 2 6 F X BE L O W 20 5 0 SH 40 5 0 SL 30 5 0 S H 30 2 6 F X BE L O W 2880 FR. D R . 30 8 0 S C 80 8 0 SG D 30 5 0 S H 30 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 30 8 0 S C T 30 5 0 S H 30 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 26 5 0 S H 26 2 6 F X BE L O W 30 8 0 S C 2050SH 2050SH 2030 SH 3080 SC 2668 LOU V E R 2668LOUVER 26 6 8 L O U V E R SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . SL O P E 2 " M I N . 16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR16080 SECTIONAL GARAGE DOOR 132'-4" 1'-6"129'-4" 13'-0"14'-7"14'-9" 127'-4" 6'- 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 12'-11"8'-6" 1' - 7 12" 6" 2'-6" 8'-4"12'-11" E SQUARE FOOTAGE BUILDING 6 - OVERALL FIRST FLOOR - CONDITIONED =3490 SQ. FT. SECOND FLOOR - CONDITIONED =6382 SQ. FT. THIRD FLOOR - CONDITIONED =3570 SQ. FT. TOTAL - CONDITIONED =13442 SQ. FT. TOTAL GARAGE =2710 SQ. FT. A6-A2-1L BLDG. 6 wo o d l e y ar c h i t e c t u r a l gr o u p , i n c . 2943 S. Pullman Street, Suite A Santa Ana, California 92705V. 949.553.8919 F. 949.553.8909 731 SouthPark Dr., Suite BLittleton, Colorado 80120 V. 303.683.7231 F. 303.683.2922 PROJECT NO.: DRAWN BY: PLAN NUMBER SHEET NUMBER FIRST ISSUE: DATE: VI N E DU B L I N , C A L I F O R N I A BR O O K F I E L D H O M E S BF 1610B MS 04/19/2017 30% PROGRESS CD SET 1.GLAZING SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH CRC SECTION R308.3 2.GLAZED PANELS REQUIRING SAFETY GLAZING SHALL BE IDENTIFIED WITH THEWORD 'TEMPERED' OR 'TEMP' OR GLAZING & FALL PROTECTION SAFETY GLAZING 1.ALL GLAZING SHALL COMPLY WITH CRC SECTION R308 2.ALL GLAZING SHALL BE DUAL PANE INSULATING GLASS U.N.O. IN THE TITLE 24REPORT3.WINDOW CALLOUTS ARE AS FOLLOWS:SL = SLIDER SH = SINGLE HUNGFG = FIXED GLASS CA = CASEMENT 1.WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITHSECTION R312.2.1 AND R312.2.22.IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW ISLOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AMINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICHTHE WINDOW IS LOCATED WINDOW FALL PROTECTION T 1.EXTERIOR WINDOW AND EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS (CRC R337.8.2.1):A.BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINMUM OF ONETEMPERED PANE MEETING THE REQUIREMENTS OF CBC SECTION 2406 FORSAFETY GLAZING. 2.GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS,METAL REINFORCEMENT IN THE INTERLOCK AREA, AND BE CERTIFIED TO THE MOSTCURRENT EDITION OF ANSI/AAMA/NWWDA 101/I.S.2 STRUCTURAL REQUIREMENTS.CRC R337.8.2.1.1 HFSZ 1.BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOTLESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING EMERGENCY EGRESS EMERGENCY ESCAPE AND RESCUE OPENINGS 1.NOTE: EXTERIOR WINDOWS LABELED W/ AN SYMBOL SHALL BE DESIGNATEDFOR EMERGENCY EGRESS & RESCUE.2.ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. THE MIN. NET CLEAR OPENING SHALL BE NOT LESS THAN 24 INCHESHIGH AND 20 INCHES WIDE. WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOTGREATER THAN 44 INCHES MEASURED FROM THE FLOOR. THESE WINDOWS 3.ANY BARS, GRILLS GRATES OR OTHER SIMILAR DEVICES SHALL BE OPERATIONALFROM THE INSIDE OF ROOM WITHOUT THE USE OF KEYS OR TOOLS. E EMERGENCY ESCAPE AND RESCUE WINDOWS 1.NOTE: EXTERIOR DOORS LABELED W/ AN SYMBOL SHALL BE DESIGNATED FOR EMERGENCY EGRESS & RESCUE.2.ESCAPE & RESCUE DOORS SHALL ARE PERMITTED TO BE SIDE HINGED OR A SLIDER.3.THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS ANEMERGENCY ESCAPE AND RESCUE OPENING SHALL BE IN ACCORDANCE WITH SECTION R310.2.1 E EMERGENCY ESCAPE AND RESCUE DOORS BATH AND SHOWER SPACES 1.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLEDSHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITHNONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHTOF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (SEC R307.2) 2.ALL GLASS SHOWER AND TUB/SHOWER DOORS SHALL BE TEMPERED.3.SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITHINDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, ORCOMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. VALVES SHALL BEADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUMMIXED WATER SETTING OF 120 DEGREES FAHRENHEIT. (C.P.C. SECTION 408.3)4.PROVIDE 15" MINIMUM BETWEEN THE CENTER OF THE WATER CLOSET TO ANY SIDE WALL (C.P.C. 402.5)5.PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET (C.P.C. 402.5)6.BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMSSHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (C.R.C. R303.3) LAUNDRY ROOM NOTES 1.UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'SINSTRUCTIONS AND APPROVED BY THE AUTHORITY HAVING JURISDICTION,DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL NOT EXCEED A TOTALCOMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET, INCLUDING TWO 90DEGREE ELBOWS. A LENGTH OF 2 FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF TWO2.PROVIDE 100 SQUARE INCHES OF MAKE-UP AIR TO ALL LAUNDRY ROOMS3.WASHER SPACE, PROVIDE RECESSED WATER AND WASTE4.AT 2ND FLOOR, PROVIDE "SMITTY" PAN UNDER WASHER WITH DRAIN TO OUTSIDE SOFFIT SYMBOLS FLAT SOFFIT W/ TOP @ 9'-0" A.F.F. @ 10'-0" PL., @ 8'-0" A.F.F. @9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESS OTHERWISE NOTED FLATTENED ARCH SOFFIT W/ TOP @ 9'-0" A.F.F. & SPRING POINT@ 8'-0" A.F.F. @ 10'-0" PL., TOP @ 8'-0" A.F.F & SPRING POINT @7'-0" A.F.F. @ 9'-0" PLATE OR TOP @ 7'-6" A.F.F & SPRING POINT@ 6'-6" A.F.F. @ 8'-0" PLATE UNLESS OTHERWISE NOTED WALL LEGEND 2X4 WALL 2X6 WALL 2X LOW WALL - HEIGHTPER FLOOR PLAN FULL ARCH SOFFIT W/ TOP OF ARCH @ 9'-0" A.F.F. @ 10'-0" PL., 8'-0" A.F.F. @ 9'-0" PL. OR 7'-6" A.F.F. @ 8'-0" PL. UNLESSOTHERWISE NOTED ELLIPTICAL ARCH SOFFIT AS NOTED IN PLAN OR ELEVATION 1 HR. RATED UNITSEPARATION WALL E 4'-112" UNIT1 UNIT2 UNIT3 E 4'-112" UNIT1UNIT2UNIT3 UNIT 3GARAGEUNIT 2GARAGEUNIT 1GARAGEUNIT 1GARAGE UNIT 2GARAGEUNIT 3GARAGE 132'-4" 1'-6"1'-6"129'-4" 54 ' - 0 " 2' - 0 " 14 ' - 3 12" 10 ' - 1 0 " 4' - 4 12" 14 ' - 6 " 6' - 0 " 2' - 0 " 13'-0"14'-7"14'-9"14'-9"14'-7"13'-0" 127'-4" 6' - 0 " 14 ' - 6 " 4' - 4 12" 10 ' - 1 0 " 14 ' - 3 12" 2' - 0 " 52 ' - 0 " 12'-11"8'-6"8'-4"12'-11" LEVEL ONE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 6-UNIT FLOORPLAN E E E 3'- 0 " E E E AA UNIT1 UNIT2 UNIT3 3'- 0 " E E E AA 132'-4" UNIT1UNIT2UNIT3 E E E 5'- 9 " LEVEL TWO 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 6-UNIT FLOORPLAN 5.1.m Packet Pg. 456 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.6 ZIPPER TOWNS 6-PLEX FLOOR PLAN & ROOF PLAN W/ SOLAR ZONES NORTH SOUTH EAST WEST NORTH SOUTH EAST WEST AREA OF POTENTIAL SOLAR ZONE E AA E E E AA E AA UNIT1 UNIT2 UNIT3 E AA 132'-4" UNIT1UNIT2 UNIT3 E EE AA E AA 21'-1"6'-6"14'-11"12'-9"8'-6"12'-9"8'-4"14'-11"6'-6"21'-1" LEVEL THREE 1/8" = 1/-0" VINE | BROOKFIELD HOMES group,incarchitecturalwoodley colorado // 731 southpark dr. suite B littleton, co 80120 / 303 683.7231california // 2943 pullman st. suite A santa ana, ca 92705 / 949 553.8919 THESE DRAWINGS ARE INTENDED FOR DESIGN DEVELOPMENT AND PRELIMINARY STUDIES ONLY AND ARE NOT TO BE USED FOR ANY OTHER PURPOSE, SUCH AS FINAL PLOTTING OR FINAL ENGINEERING. COPYRIGHT WOODLEY ARCHITECTURAL GROUP, INC. THESE DRAWINGS MAY NOT BE USED OR DUPLICATED WITHOUT THE EXPRESS WRITTEN PERMISSION OF WOODLEY ARCHITECTURAL GROUP, INC. 03/20/2018 NOTE: SQUARE FOOTAGE MAY VARY BASED ON CALCULATION METHODS DUBLIN, CALIFORNIA 6-UNIT FLOORPLAN 5.1.m Packet Pg. 457 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) ZIPPER TOWNS A15.7 ZIPPER TOWNS 6-PLEX ELEVATIONS MATERIAL NOTES 1. COMPOSITION SHINGLE ROOF2. STUCCO3. CEMENTITIOUS SIDING 4. CEMENTITIOUS TRIM5. FIBERGLASS ENTRY DOOR 6. METAL RAILING7. EXTERIOR LIGHTING8. ADDRESS PLAQUE 5 6 4 7 8 3 1 2 5.1.m Packet Pg. 458 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.8 ZIPPER TOWNS PLAN 1 FLOOR PLANS 5.1.m Packet Pg. 459 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.9 ZIPPER TOWNS PLAN 2 FLOOR PLANS 5.1.m Packet Pg. 460 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.10 ZIPPER TOWNS PLAN 3 FLOOR PLANS 5.1.m Packet Pg. 461 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.11 ZIPPER TOWNS SECTIONS & BUILDING ANALYSIS BUILDING ANALYSIS VINE: 3 STORY R-2 – TYPE VBREFERENCE: 2016 CALIFORNIA BUILDING CODECALIFORNIA CODE OF REGULATIONS, TITLE 24Part 1 of 2 THIS BUILDING CONSISTS OF MULTIPLE DWELLING UNITS SEPARATED BY FIRE PARTITIONS USE AND OCCUPANCY: R-2 BUILDING(CBC 310.4 & 312.1) U: PRIVATE GARAGE CONSTRUCTION TYPE: TYPE VB (NON–RATED)(CBC SECTION 602.5) SEPARATION OF DWELLING UNITS: MINIMUM ½ HOUR PARTITION BETWEEN DWELLING AND (CBC SECTION 708.3) SLEEPING UNITS ALLOWABLE HEIGHT: TYPE VB: 60 FEET WITHOUT AREA INCREASE ALLOWABLE STORIES: R2-TYPE VB 3 STORIES WITH NFPA 13 SPRINKLER SYSTEM(CBC TABLE 504.4) ALLOWABLE AREA: R2-7,000 SF WITH NFPA 13 SPRINKLER SYSTEM (WITH HEIGHT INCREASE)(CBC TABLE 506.2) FIRE SUPPRESSION SYSTEM: NFPA 13 FIRE SPRINKLER SYSTEM CBC TABLE 504.4 PERMITS 3 STORIES FOR R2 WITH THIS SPRINKLER SYSTEMRATED EXTERIOR WALLS: NO RATING REQUIRED PER TABLE 601 RATED WHEN LESS THAN 10’ FIRE SEPARATION PER TABLE 602 ALLOWABLE OPENINGS: UNLIMITED WHEN EXTERIOR WALL NOT RATED PER 705.8.1, EXCEPTION 2 LIMITED PER TABLE 705.8 WHEN EXTERIOR WALL IS RATED ROOF ACCESS: NOT REQUIRED VIA INTERIOR STAIR EXITING: 125 MAXIMUM TRAVEL DISTANCE EACH SLEEPING ROOM REQUIRES EMERGENCY ESCAPE AND RESCUE APPLICATION: THE BUILDING IS CONDO MAPPED WITH NO REAL PROPERTY LINES BETWEEN DWELLING UNITS. WITH THE BUILDING BEING ATTACHED, AND THE COMPOSITE BUILDING BEING MORE THAN 4 UNITS, CBC CHAPTER 11A APPLIES. ALL UNITS ARE MULTI-STORY DWELLING UNITS. 10% OF THE UNITS MINIMUM SHALL COMPLY WITH CBC SECTION 1102A.3 5.1.m Packet Pg. 462 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.12 ZIPPER TOWNS SECTIONS 5.1.m Packet Pg. 463 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.13 ZIPPER TOWNS LEVEL ONE EMERGENCY ESCAPE PATH 5.1.m Packet Pg. 464 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.14 ZIPPER TOWNS LEVEL TWO EMERGENCY ESCAPE PATH 5.1.m Packet Pg. 465 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.15 ZIPPER TOWNS LEVEL THREE EMERGENCY ESCAPE PATH 5.1.m Packet Pg. 466 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) A15.16 ZIPPER TOWNS STORAGE EXHIBIT 10 ' - 0 " TY P . 5'-0" TYP. STORAGE ABOVE STORAGE ABOVE KITCHEN 2-BAY GARAGE 20'-6" x 20'-1" TRASH 80' CUBIC FEET OF STORAGE IN GARAGE LINE OF 2ND FLOOR WH 2-BAY GARAGE 20'-6" x 20'-1" TRASH 75' CUBIC FEET OF STORAGE IN GARAGE WH 2-BAY GARAGE 20'-6" x 20'-1" ME T E R S FI R E RI S E R RO O M WH 30X48 36X48 NOTE: THIS UNIT IS ADAPTABLE 10 ' - 0 " TY P . STORAGE ABOVE STORAGE ABOVE 10 ' - 0 " TY P . STORAGE ABOVE STORAGE ABOVE PLAN 3 PLAN 2 PLAN 1 5.1.m Packet Pg. 467 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) ZIPPER TOWNS A15.17 ZIPPER TOWNS COLORS & MATERIALS 5.1.m Packet Pg. 468 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) IR O N H O R S E P A R K W A Y CENTRAL PARKWAY CAN A L 2 3RD STREET EX 6 " W T O B E R E M O V E D EX. ELEC. EX S S T O B E R E M O V E D EX . E L E C . EX S S T O B E R E M O V E D EX 8 " W T O B E R E M O V E D EX 12" W TO BE REMOVED 96"SD (HM) 96"SD (HM) NOTE: BUILDING DEMOLITION PERMIT WILL BE NEEDED PRIOR TO REMOVING EXISTING STRUCTURES 5.1.m Packet Pg. 469 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 103' 94' 91 ' 69 ' 97' 97 '97 ' 99' 97 ' 99' 97 ' 99' 97 ' 99' 97 ' 95' 10 0 ' 4' 6'65' 61 ' 39 ' 51' 88 ' 95' 5' 92 ' 79'10' 92 ' 43'56' 94 ' 15'83' 89 ' 99' 88 ' 98' 78 ' 44'99' 88 ' 89' 15' 78 ' 97'76' 88 ' 61 ' 89'97' 90' 69 ' 69 ' 64 ' 14 1 ' 4' 14 1 ' 10'10' 21' 14 8 ' 14 5 ' 21' 82' 48 ' 44 ' N52° 4 0 ' 3 4 " E 5 2 2 . 0 9 ' 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=27.0 0 ' Δ=90°0 0 '0 0 " L=42 .4 1 N1 ° 3 5 ' 5 1 " E 3 9 5 . 3 4 ' FUTURE SCHOOL SITE TRACT 8361 NH16 TR A C T 8 3 6 3 (N H 1 0 ) TRACT 8360 NH8 CAN A L 2 S1 ° 2 3 ' 3 5 " W 5 7 . 1 6 ' 164' 85 ' 18'70'98'99'99'99'99'97' 103'PARC E L H S88°24'09"E 16.75' PARCEL M OF TRACT 8360 TO BE MAPPED WITH TRACT 8367 S88°24'09"E 681.56' 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° 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° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° NH LINE NH LINE NH14 NH15 NH14 R=27.00'Δ=48°40'39" L=22.94 PA R C E L D PA R C E L C PA R C E L B PA R C E L E 28 PARCEL F 10' 14 1 ' 21' 14 1 ' 10' 7' 7'68'6' 57' 3' 7 ' 3' 13 8 ' 21' 13 8 ' 66' 76'9'70' 68' 4'7' 4' 51' 10 ' 13 8 ' 68' 14'81'18' 18' 12 5 ' 18' 1 9 '69' 13 8 ' 38 ' 48 ' 60' 3'24' 12 ' 3'36' 40' 86 ' 8' 54' 32' 62' 80' 36' 70' 100' 45 ' 53' 63' 13' 43 ' 2' 15 ' 3 ' 95'2'4' 2 4 ' 5'5 '22'3'7' 4' 20' 4' 7 ' 3' 87' 39' 1' 21' 2' 98' 43' 1' 5 ' 41' 79' 50' 76'22' 99' 89 ' 33'65' 15' 98' 88' 83 ' 69' 10' 6' 80'79'10' 68' 79' 14 8 ' 68'21' 21' 16'2' 522' 55 ' 21' PARCEL G PARC E L G PARCEL G PARCEL G 29' 19 ' 11' PA R C E L I 31 ' 13' 13' IR O N H O R S E P A R K W A Y CENTRAL PARKWAY CO U R T W ST R E E T D D STREET CC CO U R T V CO U R T X COURT YY AR N O L D R O A D STREET BBPARCEL A (PUE, PAE, EVAE, DSRSD) ST R E E T A A (E V A E ) CO U R T Y 2 30' SDE AND PEDESTRIAN CORRIDOR WITH 72" HM PIPE CENTERED IN 30' TOTAL SDE 15' SDE (TRACT 8360-NH8) 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 STREET PARCEL (PUE, PAE, EVAE, DSRSD) PARCEL G HOA LANDSCAPE PARCEL PARCEL H ALAMEDA COUNTY ZONE 7 DRAINAGE PARCEL TO BE CONVEYED TO FLOOD CONTROL DISTRICT PARCEL I HOA LANDSCAPE PARCEL AND EVAE LOTS 1 THRU 28 RESIDENTIAL CONDOMINIUM (162 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 20 8510 9494 9689 9689 9689 9689 9591 8763 9138 9841 9306 9042 8798 8682 8824 8646 9010 7190 1021721 22 23 24 25 26 27 28 PARCEL A PARCEL B PARCEL C PARCEL D PARCEL E PARCEL F PARCEL G 10217 10430 9945 10116 10279 10035 6942 6577 78469 2971 2971 2903 3032 7075 18554 PARCEL H 8531 19 10374 PARCEL I 426 LOT/LOT/ 5.1.m Packet Pg. 470 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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° 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° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45°90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 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 3 4 6 . 2 0. 5 % LP 3 4 5 . 9 0. 5 7 % 343.9 346.5HP1.0% 0. 5 % 0. 8 % 0. 8 % 2. % 2. 1 % 346.8 34 5 . 6 0. 5 % 0. 8 5 % 0. 7 5 % 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 HP IR O N H O R S E P A R K W A Y ST R E E T D D STREET BB STREET CC 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2%2% 2% 2% FF 344.8P 343.6 FF 345.5P 344.3 FF 346.0 P 344.8 FF 346.5P 345.3 FF 347.0P 345.8 FF 347.5P 346.3 FF 347.3P 346.1 FF 347.1 P 345.9 FF 347.9P 346.7 FF 348.0 P 346.8 FF 348.6P 347.4 FF 347.6P 346.4 FF 347.1P 345.9 FF 347.2 P 346.0 FF 347.5P 346.3FF 347.2 P 346.0 FF 347.0 P 345.8FF 346.0 P 344.8 FF 345.0P 343.8 FF 344.7 P 343.5 FF 3 4 6 . 6 P 3 4 5 . 4 FF 3 4 6 . 4 P 3 4 5 . 2 FF 3 4 7 . 6 P 3 4 6 . 4 FF 3 4 7 . 3 P 3 4 6 . 1 FF 3 4 7 . 3 P 3 4 6 . 1 FF 3 4 7 . 4 P 3 4 6 . 2 FF 3 4 7 . 6 P 3 4 6 . 4 345.1 345.4 HP 3 4 5 . 8 34 5 . 2 2% 346.6 346.6 HP 34 6 . 5 34 6 . 2 345.9 LP 0. 5 % 0. 7 % A B B C G H H D D FUTURE SCHOOL SITE NH16 AR N O L D R O A D NH7 CANA L 2 NH10 CENTRAL PARKWAY 346.1 2. % 346. 3 C C C NH8 B 344.3 345.6 345.9 344.11.8%2% LP343 . 0 2% 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" C U R B CU R B & GU T T E R RO L L E D C U R B FL U S H C U R B RO L L E D C U R B FL U S H C U R B R=15'R=20' R=20'R=20' R=5' R=5' (TYP) R=5'(TYP) R=10' R=10' R=15' (TYP) R=24' R=46' 12' T R A I L 12' T R A I L L J KR=15' R=15' R=4 0 ' 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=40 ' NH LINE NH14 NH15 NH14 NH LINE M 72"SD (HM) CO U R T W CO U R T V CO U R T X CO U R T Y COURT YY H H RO L L E D C U R B FL U S H C U R B RO L L E D C U R B FL U S H C U R B 2% 2% 344.9 2% 2% 0. 5 % HP 3 4 7 . 0 346.5 2% 34 7 . 0 2% FF 3 4 7 . 6 P 3 4 6 . 4 HP 3 4 7 . 0 2% 34 6 . 5 ST R E E T A A E F E I B EI N PARCEL M (TRACT 8360) PARCEL M FROM TRACT 8360 WILL BE FINAL MAPPED WITH NH8 THE RE-MAPPED WITH NH 14/15 PER APPROVED PH 2C BACKBONE PLANS 30' PEDESTRIAN CORRIDOR 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 BU I L D I N G F A C E BU I L D I N G F A C E P R O P O S E D TO P O F B A N K NEIGHBORHOODS 7/8NEIGHBORHOODS 14/15 P/L P/L 12' TRAIL (3" AC ON 9" AB) 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) * *15' SDE15' SDE (TRACT 8360 NH8) BU I L D I N G F A C E BIO-RETENTION UT I L I T Y C L O S E T P/L (PARCEL M OF TRACT 8360 NH8) BU I L D I N G F A C E NH 14 NH 8 30' GREEN BELT PEDESTRIAN CORRIDOR 2' BIO-RETENTION PEDESTRIAN CORRIDOR72" HM PIPE CENTERED IN 30' SDE SECTION N-N NTS NOTES: 1.SEE SHEET 6.5 FOR ADDITIONAL CROSS SECTIONS. 2.STREET LIGHTS, JOINT TRENCH BOXES, STREET SIGNS SHALL NOT BE LOCATED WITHIN BIO-RETENTION AREAS, EXCEPT FOR STREET LIGHTS OR SIGNS WITH APPROPRIATELY DESIGNED FOOTINGS. 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. 5.1.m Packet Pg. 471 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) 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° 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° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° C C C C C C CCC IR O N H O R S E P A R K W A Y CENTRAL PARKWAY ST R E E T D D STREET BB STREET CC 12"SD12"SD 12 " S D 12"SD 12 " S D 12 " S D 12"SD12"SD 12 " S D 12"SD 12 " S D 12"SD 12"SD EX 12"SS EX 12"SS EX 8"SS EX 8"SS EX 8"RW EX 8"RW EX 1 2 " R W EX 8"RW EX 8 " R W EX 8 " R W EX 8"WEX 8"W EX 8 " W EX 8 " W EX 8"W EX 8"W EX 36"SD EX 3 0 " S D EX 24"SD EX 3 0 " S D EX 24"SD EX 24"SD EX 24"SD EX 24"SD EX 1 8 " S D EX 1 8 " S D EX 1 8 " S D E X 1 8 " S D EX 18"SD EX 1 8 " S D EX 18"SD EX 18"SD EX 1 8 " S D EX 1 8 " S D NH7 EX 8 " S S EX 8 " S S EX 15"SS 12" S D 8"SD 8"SD 8"SD8"SD8"SD8"SD8"SD 8" S D 8"S D 8"SD 8"SD 8"W 8"W 8 " W 8" W 8"W 8"W8"W8"W 8" W 8"W 8" W 8" W 8"W 8" W 8"W 8"W 8" W 8"SS 8"SS 8 " S S 8"SS 8" S S 8"SS 8" S S 8"SS 8" S S 8"SS 8" S S 8"SS 8"SS EX 8"W 12"SD INV 335.8 INV 339.1 INV 336.3 INV 337.5 INV 339.0 INV 337.2 INV 335.2 INV 337.6 INV 338.9 INV 336.5INV 335.7 INV 334.2 EX INV 332.2 12 " S D NH14 NH15 NH14 NH LINE 96"SD (HM) 96"SD (HM) CO U R T W CO U R T V CO U R T X CO U R T Y COURT YY 8"SS INV 333.3 INV 335.0 INV 337.3 INV 336.0 INV 338.9INV 337.8 INV 335.8 INV 334.3 INV 335.1 ST R E E T AA 1 2 " S D INV 337.5INV 336.6 INV 337.9 INV 338.6 INV 344.2 INV 343.4 INV 342.2 NH 14/15 SD SYSTEM CONNECTS TO PUBLIC SD SYSTEM WHICH DRAINS TO HM STRUCTURE 12 " S D NH 14/15 SD SYSTEM CONNECTION TO 18" SD STUB FROM HM STRUCTURE NH 14/15 SD SYSTEM CONNECTS TO PUBLIC SD SYSTEM WHICH CONNECTS TO HM STRUCTURE NH 14/15 SD SYSTEM CONNECTION TO 12" SD STUB FROM HM PIPE INV 337.6 INV 337.9 INV 336.2 INV 338.3 INV 342.6 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° 45° 45° 45° 45° C C C SS LATERAL (TYP) FIRE SERVICE 1 PER BLDG. (TYP) 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/ CLEANOUT (END DSRSD) PR I V A T E F I R E S E R V I C E DDC/BFP DDC/BFP FS PRIVATE SS CLEANOUT PRIVATE POTABLE WATER LATERAL (TYP) 2" W P R I V A T E 2" W P R I V A T E 6" S S P R I V A T E PRIVATE SS CLEANOUT PRIVATE POTABLE WATER LATERAL (TYP) 2" W P R I V A T E 2" W P R I V A T E 6" S S P R I V A T E POTABLE 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 338.9 INV 337.3 SS LATERAL w/ CLEANOUT (END DSRSD) INV 338.9INV 337.8 TYPICAL UTILITY CONNECTION DETAIL COURT YY 5.1.m Packet Pg. 472 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) IR O N H O R S E P A R K W A Y CENTRAL PARKWAY ST R E E T D D STREET BB STREET CC NH 7 & 8 DM A # 5 DM A # 6 DMA #20 DMA #22 DMA #32 DMA #31 DMA #24 DMA #25 DMA #30 DMA #29 DMA #28 DMA #26 DMA #14 AR N O L D R O A D NH7 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° 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° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 90° 90° 90° 45° 45°15° 45° 45°45° 45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° 90° 45° 90° 45° 90° 90° 90° 90° E 45° 45° 15° 45° 45°45°45° 90° DMA #16 DMA #15 DM A # 3 DM A # 1 DM A # 2 DM A # 4 DM A # 7 DM A # 8 DM A # 9 DM A # 1 0 DM A # 1 1 DM A # 1 2 DMA #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 # 4 0 DMA #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 CO U R T W CO U R T V CO U R T X CO U R T Y COURT YY 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. 7.TRASH CAPTURE DEVICES WILL BE INSTALLED IN EACH OF THE MOST DOWNSTREAM STORM WATER INLETS/STRUCTURES PRIOR TO STORM DRAIN LEAVING THE SITE. 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 - SEE DETAIL SHEET 0.3 LIMITS OF DRAINAGE MANAGEMENT AREAS DMA #4 #4 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 7,825 3,188 11,013 8,144 326 326 4 2,850 1,748 4,598 3,025 121 122 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 5,642 4,111 9,753 6,053 242 244 12 5,658 3,059 8,717 5,964 239 240 13 9,238 2,310 11,548 9,469 379 564 14 12,894 10,119 23,013 13,906 556 559 15 5,403 3,192 8,595 9,687 387 390 16 15,223 618 15,841 15,285 611 668 17 7,906 7,386 15,292 8,645 346 392 18 5,544 8,832 14,376 6,427 257 328 19 5,693 1,423 7,116 5,835 233 280 20 1,154 495 1,649 1,204 48 48 21 11,467 2,867 14,334 11,754 470 481 22 1,750 566 2,317 1,807 72 86 23 6,550 1,638 8,188 6,714 269 303 24 12,398 3,099 15,497 12,708 508 547 25 11,423 3,203 14,626 11,743 470 473 26 11,452 3,232 14,684 11,775 471 472 27 5,423 2,708 8,131 5,694 228 228 28 5,120 0 5,120 5,120 205 205 29 3,788 0 3,788 3,788 152 152 30 1,757 0 1,757 1,757 70 80 31 3,873 0 3,873 3,873 155 155 32 4,925 0 4,925 4,925 197 197 33 2,812 1,656 4,468 2,978 119 120 34 5,716 4,216 9,932 6,138 246 246 35 5,721 3,621 9,342 6,083 243 244 36 5,749 3,568 9,317 6,106 244 245 37 5,779 3,497 9,276 6,129 245 245 38 5,713 3,493 9,206 6,062 242 244 39 8,157 6,023 14,180 8,759 350 353 40 6,320 6,139 12,459 6,934 277 280 41 4557 1,716 6,273 4,729 189 190 5.1.m Packet Pg. 473 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) C/L 52' PUE, PAE, DSRSD, EVAE 42' 5'8'13' TRAVEL WAY AC AB CURB & GUTTER, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 CURB & GUTTER, (CITY STANDARD) 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, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 CURB & GUTTER, (CITY STANDARD) 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, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 CURB & GUTTER, (CITY STANDARD) 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) (6' MAX) PUE (3' MIN) (6' MAX) BUILDINGBUILDING SECTION A-A NTS STREET AA SECTION B-B NTS STREET BB, CC BUILDING BUILDING 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 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 SECTION C-C NTS COURT YY 43' PUE, PAE, DSRSD, EVAE 42' 0.5' AC AB C/L0.5' 12'12' P/LP/L F/CF/C 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 BUILDING 9'± C/L 44' PUE, PAE, DSRSD, EVAE 34' 5'13' TRAVEL WAY AC AB CURB & GUTTER, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 CURB & GUTTER, (CITY STANDARD) 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 PUE (3' MIN) (6' MAX) PUE (3' MIN) (6' MAX)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 BB, CC BUILDINGBUILDING SECTION F-F NTS COURT YY SECTION H-H NTS COURT V, COURT W, COURT X AND COURT Y DWY APRON (3.5'±) 8' S/W PARKING S/W CURB & GUTTER, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 18'6' SECTION G-G NTS STREET DD 74' PUE, PAE, DSRSD, EVAE 62' 6' S/W 18' PERPENDICULAR PARKING 13' TRAVEL WAY P/L C/L 13' TRAVEL WAY F/CF/C P/L 0.5'B/C0.5'B/C 6' S/W 18' PERPENDICULAR PARKING BUILDING 6' PUE 6" VERTICAL CURB, SEE DETAIL ON SHEET 0.3 CURB & GUTTER, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 C/L 44' PUE, PAE, DSRSD, EVAE 29' 5'5'16' TRAVEL WAY AC AB CURB & GUTTER, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 CURB & GUTTER, (CITY STANDARD) 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 CC 3' PUE S/W S/WL/SPOPOUT 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, (CITY STANDARD) 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 14SCHOOL 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 WAYBIKE 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 LANE RIGHT TURN TRAVEL LANE BIKE LANE PWAY S/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 0.3PAVEMENT EDGE DRAIN, SEE DETAIL ON SHEET 0.3 B/C 0.5'B/C0.5' 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, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 AC AB 36' FC FC 0.5'B/C 0.5'B/C 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 EX. 30' ESMT TO BE QUITCLAIMED 13' BUFFER 12' TRAIL PAE, ZONE 7 MAINT ESMT7' MIN BUILDINGS IN NBHD 14 14' CITY ROW TO BE GRANTED BY DEED TO ZONE 7 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 SILVA CELL STORM WATER TREATMENT PARKWAY WITH TREES AND STORM WATER TREATMENT CURB AND GUTTER, (CITY STANDARD) SEE DETAIL ON SHEET 0.3 SILVA CELL STORM WATER TREATMENT 5.1.m Packet Pg. 474 At t a c h m e n t : 5 . E x h i b i t A t o A t t a c h m e n t 4 P r o j e c t P l a n s f o r N e i g h b o r h o o d s 1 4 a n d 1 5 i n P h a s e 3 o f t h e B o u l e v a r d P r o j e c t ( B o u l e v a r d ) RESOLUTION NO. 18-xx A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING VESTING TENTATIVE MAPS 8370, 8371, 8372, AND 8373 TO CREATE INDIVIDUAL NEIGHBORHOODS AND PARCELS ON APPROXIMATELY 42.16 ACRES IN PHASES 4 AND 5 OF THE BOULEVARD PROJECT (PORTION OF ASSESSOR PARCEL NUMBER 986-0001-001-15) PLPA-2016-00064 WHEREAS, the Applicant, Dublin Crossing LLC, is requesting approval of Vesting Tentative Maps 8370, 8371, 8372, and 8373 to create individual neighborhoods and parcels on 42.16 acres within Phases 4 and 5 of the Boulevard project area; and WHEREAS, the Applicant is also requesting approval to construct six new neighborhoods in the Boulevard (Dublin Crossing) project area (“Project Site”), which includes the construction of 510 townhomes, duets, and detached small-lot single family homes, landscape improvements, and street improvements for Phases 4 and 5 (the final phases of development); and WHEREAS, the project site is located within the Dublin Crossing Specific Plan and the Dublin Crossing Zoning District; and WHEREAS, Master Vesting Tentative 8150 was approved via Resolution 14-14 that divided the 189-acre Boulevard project area into multiple master parcels to coincide with the five anticipated phases development; and WHEREAS, Vesting Tentative Maps 8370, 8371, 8372, and 8373 will further divide the large master parcels into smaller parcels for the purposes of development in compliance with the Dublin Crossing Specific Plan, which was approved by the City Council via Resolution 187 - 13; and WHEREAS, the Vesting Tentative Map application, Vesting Tentative Maps 8370, 8371, 8372, and 8373, included in the Project Plan Set that is attached as Exhibit A to the separate SDR Resolution (Resolution 18-xx) defines this “Project” and is available and on file in the Community Development Department; and WHEREAS, Vesting Tentative Maps 8370, 8371, 8372, and 8373 illustrate the lotting pattern and plans, proposed roadway improvements (roadway widths, bike and pedestrian, and bus stops), utility plans (water, sewer, and wastewater), grading plans, and stormwater treatment plans throughout the Project Area; and WHEREAS, multiple future Final Maps map be filed in accordance with the detailed phasing of the subdivision construction; and WHEREAS, Vesting Tentative Maps 8370, 8371, 8372, and 8373 are in conformance with the Dublin Crossing Specific Plan and General Plan; and 5.1.n Packet Pg. 475 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 2 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). Subdivision maps were 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 Vesting Tentative Map 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 Planning Commission did hold a noticed study session on April 10, 2018 and also did hold a public hearing on said application on May 8, 2018 for this project, at which time all interested parties had the opportunity to be heard; and WHEREAS, a Staff Report was submitted recommending that the Planning Commission approve Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373; and WHEREAS, the Planning Commission did hold a public hearing on said application on May 8, 2018, 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 Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373; 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 does hereby make the following findings and determinations regarding Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 for the Boulevard (Dublin Crossing) Project in conformance with Chapter 9 (Subdivisions) of the Dublin Municipal Code: 1. Proposed Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373, together with the provisions for its design and improvement, are consistent with the Dublin General Plan and the Dublin Crossing Specific Plan, as amended, as they relate to the subject property in that they are subdivisions for implementation that are generally consistent with the design guidelines and development standards of the policy documents . 2. The subdivision site is physically suitable for the type and proposed density of development because the project design, architecture, and concept have been integrated with topography of the project site created by Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 to incorporate habitat preservation, install water quality measures, and minimize overgrading and extensive use of retaining walls. Therefore, the proposed subdivisions are physically suitable for the type and intensity of development proposed . 5.1.n Packet Pg. 476 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 3 3. The tentative tract map is consistent with the intent of applicable subdivision design or improvements of the tentative tract map are consistent with the city’s general plan and any applicable specific plan because the proposed Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 are consistent with the intent of the subdivision design of the Boulevard Project and improvements of the tentative tract map are consistent with the Dublin General Plan and the Dublin Crossing Specific Plan. 4. The design of Proposed Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 and proposed improvements will not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat because all mitigations required by the Dublin Crossing Specific Plan related to biological resources have been complied with. 5. The design of the subdivision or type of improvements will not cause serious public health concerns because the design of the subdivision or type of improvements have been conditioned to comply with all building codes and ordinances in effect at the time of permit issuance and in addition the project was evaluated for its impacts to public health in the environmental impact report completed for the Dublin Crossing Specific Plan. 6. The design of proposed Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 and the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision; or alternate easements are provided. The City Engineer has reviewed the maps and title reports and has not found any conflicting easements of this nature. 7. The design or improvements of proposed Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 are consistent with the Dublin General Plan and the Dublin Crossing Specific Plan because the project design, architecture, and concept have been integrated with topography of the project site created by Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 to incorporate habitat preservation, install water quality measures, and minimize overgrading and extensive use of retaining walls. Therefore, the proposed subdivisions are physically suitable for the type and intensity of development proposed . 8. Proposed Vesting Tentative Tract Maps 8370, 837 1, 8372, and 8373 are designed to provide for future passive or natural heating or cooling opportunities in that, where feasible, building orientation and spacing has been taken into account when plotting the building locations on the development sites, and passive/natural heating and cooling opportunities have not been precluded; 9. Proposed Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 , including design and improvement, shall comply with all the applicable provisions and requirements of the zoning ordinance, the latest municipal stormwater permit issued to the city by the Regional Water Quality Control Board, this title, any other ordinance of the city, and the Subdivision Map Act as required by the Dublin Crossing EIR and project -specific conditions of approval noted herein. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin does hereby make the following findings and determinations under CEQA regarding Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 for the Boulevard (Dublin Crossing) Project. These findings are based on information contained in the EIR, the Planning Commission Staff Report, and all other information contained in the entire record for the Project. These findings constitute a summary of the information contained in the entire record. Other facts and information in the record that constitute substantial evidence to support each finding that is not specifically included below are incorporated herein by reference : 5.1.n Packet Pg. 477 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 4 A. Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 are within the scope of the project analyzed in the EIR. The environmental impacts of Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 are analyzed in the EIR and no further environmental review is required under CEQA for Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 under Public Resources Code section 21166 and CEQA Guidelines sections 15162 and 15163. B. Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 do not constitute a substantial change to the project analyzed in the EIR that will require major revisions to the EIR due to new significant environmental effects or a substantial increase in severity of previously identified significant effects. Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 are consistent with the Project analyzed in the EIR and do not propose any change to the Project. C. There are no substantial changes that have occurred with respect to the circumstances under which the Project will be undertaken that will require major revisions to the EIR due to the involvement of new significant environmental effects or a substantial increase in severity of significant effects identified in the EIR. The EIR was certified in 2013 and no substantial changes to circumstances affecting the Project have occurred within that period of time. D. There is no new information of substantial importance, which was not known or could not have been known with the exercise of reasonable diligence at the time the EIR was certified in 2013 that show any of the conditions in CEQA Guidelines section 15162(a)(3)(A) – (D). E. The mitigation measures in the Mitigation Monitoring and Reporting Program adopted by the City Council on November 5, 2013 apply to Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 as applicable. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin hereby approves Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 for 510 residential units in six neighborhoods subject to the conditions included below. CONDITIONS OF APPROVAL – Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373: 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. [PL.] Planning, [B] Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR] Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7. COA # Condition Text Resp. Agency Required Prior to: PLANNING DIVISION 1. Approval. Vesting Tentative Tract Maps 8370, 8371, 8372, and 8373 PL Ongoing 5.1.n Packet Pg. 478 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 5 COA # Condition Text Resp. Agency Required Prior to: establish six residential neighborhoods for Phases 4 and 5 of the Boulevard Project. Unless modified by the Conditions of Approval contained herein, Development pursuant to these Vesting Tentative Tract Maps approval generally shall conform to the Vesting Tentative Tract Map sheets prepared by MacKay & Somps Civil Engineers dated received April 27, 2018 (attached to the SDR Resolution (Resolution 18- xx) as Exhibit A), which is on file in the Community Development Department. 2. VTM 8150. All Conditions of Approval in PC Resolution 14-14 that are not expressly modified by these Conditions of Approval remain in full force and effect. PL Ongoing 3. Effective Date. This VTM approval becomes effective 10 days after action by the Planning Commission unless otherwise appealed to the City Council. PL Ongoing 4. Expiration. The Vesting Tentative Maps, of which the Landscape Master Plan is a part, shall have that life determined by the Subdivision Map Act, including but not limited to Section 66452.6 PL Ongoing 5. Compliance. The Applicant/Property Owner shall operate this use in compliance with the Conditions of Approval of this VTM approval, 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. PL Ongoing 6. Revocation of Permit. This VTM approval shall be revocable for cause in accordance with Chapter 9 of the Dublin Municipal Code and the State Subdivision Map Act. Any violation of the terms or conditions of this permit shall be subject to citation. PL Ongoing 7. Requirements and Standard Conditions. The Applicant/ Developer shall 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 County Public and Environmental Health, Dublin San Ramon Services District and the California Department of Health Services requirements and standard conditions except where superseded by the Development Agreement. 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. Various Building Permit Issuance 8. Required Permits. Developer shall obtain all permits required by other agencies including, but not limited to Zone 7 Water Agency, California Department of Fish and Wildlife, Army Corps of Engineers, Regional Water Quality Control Board, Caltrans and provide copies of the permits to the Public Works Department. PW Building Permit Issuance 9. Fees. Applicant/Developer shall pay all applicable fees in effect at the time of building permit issuance, including, but not limited to, Planning fees, 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 except where superseded by the Development Agreement. Various Building Permit Issuance 10. Indemnification. The Developer shall defend, indemnify, and hold harmless the City of Dublin and its agents, officers, and employees from ADM Ongoing 5.1.n Packet Pg. 479 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 6 COA # Condition Text Resp. Agency Required Prior to: 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 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 mitigations resulting from impacts to this project. PL, PW Ongoing 12. Archaeology. Should any prehistoric, cultural, or historic artifacts be exposed during excavation and construction operations, the Community Development Department shall be notified and work shall cease immediately until an archaeologist, who is certified by the Society of California Archaeology (SCA) or the Society of Professional Archaeology (SOPA), is consulted to evaluate the significance of the find and suggest appropriate mitigation measures, if deemed necessary, prior to resuming ground breaking construction activities. Standardized procedures for evaluating accidental finds and discovery of human remains shall be followed as prescribed in Sections 15064.5 and 15126.4 of the California Environmental Quality Act Guidelines. Compliance with this condition required throughout construction. PL During Construction 13. Mitigation Monitoring Program. The Applicant/Developer shall comply with the Dublin Crossing Final Environmental Impact Report (EIR) certified by City Council Resolution 186-13, including all mitigation measures, action programs, and implementation measures contained therein. The EIR is on file with the Community Development Department. PL Ongoing 14. Affordable Housing. For all units above 1,600, the project shall conform to the Inclusionary Zoning Regulations in Chapter 8.68. PL Building Permit Issuance for each unit over 1,600 DUBLIN SAN RAMON SERVICES DISTRICT (DSRSD) 15. All easement dedications for DSRSD facilities shall be by separate instrument irrevocably offered to DSRSD or by offer of dedication on the Final Map. DSRSD Acceptance of Final Map 16. Prior to approval by the City for recordation, the Final Map shall be submitted to and approved by DSRSD for easement locations, widths, and restrictions. DSRSD Acceptance of Final Map PUBLIC WORKS 17. Requirements and Standard Conditions. The Applicant/Developer shall 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 PW On-Going 5.1.n Packet Pg. 480 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 7 COA # Condition Text Resp. Agency Required Prior to: 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. 18. Required Permits. Developer shall obtain all permits required by other agencies including, but not limited to Zone 7 Water Agency, California Department of Fish and Wildlife, US Fish and Wildlife Service, Army Corps 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. PW Issuance of Grading Permit & On- Going 19. Community Facilities District No. 2015-1 (Dublin Crossing) (“CFD 2015-1”). The Owner shall submit a Request and Unanimous Approval for Annexation and Landowner-Voter Ballot Form (“Form”) requesting the property be annexed into CFD No. 2015-1. The Form shall be accompanied by an Annexation Map for CFD 2015-1. The Form and Annexation Map shall be subject to City Engineer review and approval. PW First Final Map for any of the neighborhood s 20. Community Facilities District No. 2017-1 (Dublin Crossing – Public Services) (“CFD 2017-1”). The Owner shall submit a Request and Unanimous Approval for Annexation and Landowner-Voter Ballot Form (“Form”) requesting the property be annexed into CFD No. 2017-1. The Form shall be accompanied by an Annexation Map for CFD 2017-1. The Form and Annexation Map shall be subject to City Engineer review and approval. PW First Final Map for any of the neighborhood s 21. Ownership and Maintenance of Improvements. Ownership and 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 4 and 5 Site Development Review Maintenance Responsibility Plans, except as modified by these Conditions of Approval. PW On-Going 22. Landscape Features within Public Right of way. The Developer shall enter into an “Agreement for Long Term Encroachments” with the City to allow the Boulevard Master Homeowner’s Association or individual neighborhood Homeowner’s Associations to maintain the landscape and decorative features within public Right of Way including frontage landscaping, decorative pavements and special features (i.e., walls, portals, benches, etc.) as generally shown in the Site Development Review exhibits. The Agreement shall identify the ownership of the special features and maintenance responsibilities. The Homeowner’s Association will be responsible for maintaining the surface of all decorative pavements including restoration required as the result of utility repairs. PW Final Map 23. Covenants, Conditions and Restrictions (CC&Rs). A Homeowners Association(s) shall be formed by recordation of a declaration of Covenants, Conditions, and Restrictions to govern use and maintenance of the signage, landscape, decorative pavement and other features and structures within the public right of way contained in the Agreement for Long Term Encroachments; box culvert maintenance, wing wall, headwall, and debris clearing, all open space and common area landscaping; and all stormwater treatment and hydromodification measures including those on private parcels. Said declaration shall set forth the Association name, bylaws, rules and regulations. The CC&Rs shall also contain a provision that prohibits the amendment of those PW Final Map 5.1.n Packet Pg. 481 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 8 COA # Condition Text Resp. Agency Required Prior to: provisions of the CC&Rs without the City’s approval. The CC&Rs shall ensure that there is adequate provision for the maintenance, in good repair and on a regular basis, the landscaping & irrigation, decorative pavements, median islands, fences, walls, drainage, lighting, signs and other related improvements. The Developer shall submit a copy of the CC&R document to the City for review and approval 24. Covenants, Conditions and Restrictions (CC&Rs). At a minimum the following statements or similar shall be included in the CC&Rs: • Stormwater Management Maintenance Agreement. The Development is subject to the Stormwater Management Maintenance Agreement dated ___________________,______ and recorded on ___________________,______ as Document No. ___________________ in the records of Alameda County, CA. It is intended that Stormwater Management Maintenance Agreements will be entered into by and between Declarant and the City for each Map which is recorded and such agreements shall collectively be Stormwater Management Maintenance Agreements as defined in this Section. • Under the Stormwater Management Maintenance Agreement, this Development is responsible for ensuring that the installed stormwater management measures remain in effective operating condition in perpetuity. Commencing on the date the Homeowners Association begins operation, the Association assumes the rights and duties of the Property Owner as defined in the Stormwater Management Maintenance Agreement. The Board shall have full right, power and authority to act on behalf of the Association, its Members and the homeowners under the Stormwater Management Maintenance Agreement. • On-lot bioretention areas: The Homeowner's Association shall be responsible for the maintenance of all stormwater management measures, including the bioretention areas on private lots. The private, on-lot bioretention areas shall be maintained in accordance with the Stormwater Management Maintenance Agreement and shall not be modified without written approval from the City of Dublin. • Stormwater Management Measure M aintenance: The stormwater management measures shall be inspected and maintained as detailed in the Stormwater Management Maintenance Agreement. The Association shall maintain an inspection and maintenance record on file made available to the City upon request. In addition, all on-site storm drains shall be cleaned at least annually before commencement of the rainy season (by October 1) of each year. • Storm Drainage Restrictions: As part of the original construction of the Development, stormwater management measures were installed within the Development in connection with the Development’s drainage system. Neither the Association nor any Owner shall do any work, construct any improvement, place any landscaping or otherwise perform any action whatsoever which alters or interferes with the drainage pattern for any Lot or any portion of the Common Areas, except to the extent such alteration in drainage pattern is approved in writing by the City of Dublin. • Stormwater Management Maintenance Measures: No objects may be placed in or around any stormwater management measure which may impact functionality of the stormwater management measure. • Good Housekeeping: The Homeowner's Association shall be responsible for litter control and sweeping of all paved s urfaces within the development. All private storm drain systems are to be cleaned PW Final Map 5.1.n Packet Pg. 482 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 9 COA # Condition Text Resp. Agency Required Prior to: immediately before the commencement of the rainy season (October 15). • Landscape Maintenance: Landscaping shall be designed with an efficient irrigation system to reduce runoff and promote surface infiltration. Landscaping shall also be designed and maintained to minimize the use of fertilizers, herbicides and pesticides. Each Owner, and the Association, is encouraged to use integrated pest management practices (less toxic pest management) as a first step in maintaining landscaping. Chemical pesticides and fertilizers should be employed as a last step in managing weeds and other pests, and shall not be applied prior to forecast rain. 25. Transportation Fees. The Developer shall be responsible for payment of Transportation Fees as outlined in Section 10 of the Dublin Crossings Development Agreement and Amendments. Fees will be payable at issuance of building permits. PW Issuance of Building Permits & On- Going 26. Phased Improvements. Right-of-way dedication and installation of tract 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 Developer to perform off-site grading in order to conform site grading to the adjacent grade outside of the phase proposed for development. PW On-Going 27. Pedestrian Access and Sidewalk Easements. Five foot by five foot (5’x5’) “turnaround” areas shall be provided at intervals of no less than two hundred feet (200’) along sidewalks with a width of less than five feet to meet current 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. PW Approval of Improvement Plans 28. Pedestrian Ramps. All pedestrian ramps shall be designed and constructed to provide direct access to marked or unmarked crosswalks. Each pedestrian ramp shall be oriented such that it is aligned and parallel to the 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. PW Approval of Improvement Plans 29. Bike Lanes. Bike Lanes on project frontage streets and other Backbone Streets shall be designed and constructed to provide a continuous bike lane facility. Dropping of bike lanes at or near the intersections or along street segments shall not be allowed unless specifically approved by the City Engineer. Note – Backbone streets per Tract 8150 VTM are not covered by Ph. 4/5 SDR/VTM. PW Approval of Improvement Plans 30. Sight Distance. All landscaping and any architectural features or monuments shall be limited to 30 inch height inside the sight triangles shown on the Sight Distance Exhibits of the Vesting Tentative Maps. Any deviations from this rule shall be approved by the Traffic Engineer. PW Approval of Improvement Plans 31. Rolled Curb. Prior to the approval of any Improvement Plans which include the use of the proposed 3-inch Rolled Curb, the Developer shall PW Approval of Improvement 5.1.n Packet Pg. 483 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 10 COA # Condition Text Resp. Agency Required Prior to: submit gutter capacity calculations, signed and stamped by the Engineer of Record, demonstrating that accumulated stormwater runoff will not overtop the 3-inch curb under the design storm. Plans 32. Stormwater Management. The provided Stormwater Treatment Plans are approved in concept only. The final Stormwater Management Plan for each neighborhood is subject to City Engineer approval prior to approval of the Improvement Plans for said neighborhood. Approval is subject to the 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). PW Approval of Improvement Plans & On- Going 33. Stormwater Management. If the neighborhood tracts are developed in 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. PW On-Going 34. Stormwater Management. The curb openings for bio-retention areas shall not be less than 18” wide unless otherwise demonstrated by sizing calculations that a 12” wide curb opening will be adequate to convey the required treatment volume. PW Approval of Improvement Plans 35. Stormwater Management. Planting used within the bio-retention areas shall be consistent with the approved list found in the Clean Water Program Technical Guidance and a 3” layer of pea gravel or an approved non-floating mulch shall be applied within the bio-retention areas. PW Approval of Improvement Plans 36. Hydromodification Measures. Hydromodification measures shall be completed and operational prior to the creation or replacement of impervious improvements on the subject parcel. PW Approval of Improvement Plans 37. Hydromodification Vaults. The hydromodification vaults to be located in the future Community Park shall be designed and constructed concurrent with the neighborhoods that it will serve. The Developer shall coordinate design of these vaults with the approved Park Master Plan to ensure that there will be no conflict with any proposed future structures. PW Prior to Approval of Improvement Plans of the first neighborhood that will be served 38. Stormwater Management Measures, on-lot bioretention areas. All on-lot stormwater management measures must be bounded by a design element approved by the City Engineer to delineate the stormwater management measures from the rest of the landscaping in order to provide visual delineation for maintenance purposes. PW Approval of Improvement Plans 39. Trash Capture. The project Stormwater Management Plan for each neighborhood shall incorporate trash capture measures such as screens, filters or CDS/Vortex units to address the requirements of Provision C.10 of 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 Developer/Property Owner. PW Approval of Improvement Plans 40. Stormwater Management Measures and Trash Capture Devices PW Approval of 5.1.n Packet Pg. 484 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 11 COA # Condition Text Resp. Agency Required Prior to: Geospatial Information. Prior to project acceptance, the developer must provide the City with a geospatial layer compatible with the City’s GIS system locating each stormwater management measure and trash capture device. Improvement Plans 41. Storm Water Treatment Measures Maintenance Agreement. Developer 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. PW Final Map 42. Stormwater Source Control. All stormwater source controls required under MRP 2.0, including but not limited to the following must be implemented: 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. PW Acceptance of storm drain improvements 43. Geotechnical Investigation. The Developer shall submit a design level geotechnical investigation report for each phase defining and delineating any seismic hazard. The report shall be prepared in accordance with guidelines 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 of the City Engineer. PW Issuance of Grading Permits 44. Soils Report. The Developer shall submit a detailed soils report prepared by a qualified engineer, registered with the State of California. The required report shall include recommendations regarding pavement sections for all project streets including all internal streets. Grading operations shall be in accordance with recommendations contained in the required soils report and grading shall be supervised by an engineer registered in the State of California to do such work. PW Prior to Approval of Improvement Plans 45. Geotechnical Engineer Review and Approval. The Project Geotechnical Engineer shall be retained to review all final grading plans and specifications. The Project Geotechnical Engineer shall approve all grading plans prior to City approval and issuance of grading permits. PW Approval of Grading Permits 46. Building Setback to Top of Bank. The Developer shall provide documentation confirming the review and approval of the designed building setbacks with existing creeks from Zone 7, the Geotechnical Engineer of Record, and other approving agencies. PW Issuance of Building Permits 5.1.n Packet Pg. 485 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 12 COA # Condition Text Resp. Agency Required Prior to: 47. Demolition and Removal of Existing Underground Utilities. A building demolition permit from the Building Department will be required for the 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 underground facilities can be or have been removed. PW Issuance of Grading Permits 48. Groundwater Wells. Any groundwater wells found on the project site that are not needed for the project or groundwater basin management shall be 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. PW Issuance of Grading Permits 49. Grading. The disposal site and haul truck route for any off -haul dirt materials shall be subject to the review and approval by the City Engineer prior to the 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. PW Approval of Grading Plans 50. Overland Release. The Developer shall design for an overland release that will not create standing water greater than 6” or to an elevation greater than 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. PW Approval of Grading Plans 51. Dust Control/Street Sweeping. The Developer shall provide adequate dust control measures at all times during the grading and hauling operations. All 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. PW Construction; Ongoing 52. Underground Obstructions. Prior to demolition, excavation and grading on any portion of the project site, all underground obstructions (i.e., debris, 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. PW Grading Operations 53. Utilities. All new utility service connections, including electrical and communications, shall be installed underground. Electrical transformers shall be installed in underground vaults within an appropriate utility easement or public service easement. PW Approval of Improvement Plans 54. Backbone Street Light Spares. The Developer shall provide spare quantities of street lights along the backbone streets of each phase, calculated at approximately ten percent of the total street lights subject to the review and approval of the City Engineer. PW Issuance of Building Permits 55. Public Service Easements. Six foot (6’) minimum Public Service Easement (PSE) shall be dedicated along all existing and proposed public streets and only public utility facilities/ infrastructures can be PW Approval of Improvement Plans 5.1.n Packet Pg. 486 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 13 COA # Condition Text Resp. Agency Required Prior to: located within this easement unless otherwise approved by the City Engineer. 56. Intersections: The design of the intersections shall be generally as shown on the Tentative Map and the Site Development Review. Improvement Plans shall include intersection layout details showing the design for the 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). PW Approval of Improvement Plans 57. Fire Hydrants No Parking Zone. All fire hydrants shall have a no parking zone extending 15 feet on each side of the hydrant. PW Approval of Improvement Plans 58. Cross walks No Parking Zones. All crosswalks shall have a minimum 20 feet no parking zone at each traffic approach. PW Approval of Improvement Plans 59. Bicycle Parking. All bicycle parking (short and long term) locations shall be included in the Civil Design Plans and as well as on Landscape plans. PW Approval of Improvement Plans 60. Resource Agency Permits. Prior to the start of any grading of the site, all required permits shall be obtained from the US Army Corps of Engineers, the San Francisco Bay Regional Water Quality Control Board, the State of California Department of Fish and Game, and the US Fish and Wildlife Service for the grading or alteration of wetland areas within the site. The project shall be modified as needed to respond to the conditions of the permits. PW Prior to Issuance of Grading Permit 61. Private street and common area subdivision improvements. Common area improvements, private streets, private alleys and all other subdivision improvements owned or maintained by the homeowners’ owners association are subject to review and approval by the City Engineer prior to Final Map approval and shall be in cluded in the Tract Improvement Agreement for each respective tract. Such improvements include, but are not limited to: curb & gutter, pavement areas, sidewalks, access ramps & driveways; enhanced street paving; parking spaces; street lights (wired underground) and appurtenances; drainage facilities; utilities; landscape and irrigation facilities; open space landscaping; stormwater treatment facilities; striping and signage; and fire hydrants. PW Final Map 62. Private Street Easements. Public Utility Easements (PUE), Sanitary Sewer Easements (SSE) and Water Line Easements (WLE) shall be established over the entire private street right-of-ways within all subdivisions. The PUE, SSE and WLE dedication statements on each Final Map are to recite that the easements are available for, but not limited to, the installation, access and maintenance of sanitary and storm sewers, water, electrical and communication facilities. Project entry monument signs and walls shall not be located within these easements. PW Final Map 63. Private Street Easements. The Developer shall dedicate Emergency Vehicle Access Easements (EVAE) over the clear pavement width of all private streets and alleys. Easement geometry shall be subject to the approval of the City Engineer and Fire Marshall. PW Final Map 5.1.n Packet Pg. 487 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 14 COA # Condition Text Resp. Agency Required Prior to: 64. Monuments. Final Maps shall include private street monuments to be set in all private streets. Private street monuments shall be set at all intersections and as determined by the City Engineer. PW Monuments to be shown on Final Map and installed prior to acceptance of improvements 65. Landscape Plans. Developer shall submit design development Landscape Plans with the first plan check for the street improvement plans and final map for each respective tract. The Lands cape Plans shall show 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 Map. PW Approval of Improvement Plans 66. Street Light and Joint Trench Plans. Streetlight Plans and Joint Trench Plans shall be submitted with the first or second plan check for the street improvement plans and final map for each respective tract. Joint trenches 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. PW Approval of Improvement Plans 67. Parallel Parking Adjacent to Bio-retention areas. Parallel parking adjacent to Bio-retention areas will not be permitted on public streets. PW Approval of Improvement Plans 68. Regulatory Traffic Control and Accessibility Signs. In-tract Regulatory Traffic Control and Accessibility Signs shall conform to the CA Manual on Uniform Traffic Control Devices (MUTCD) Manual with no exceptions. PW Approval of Improvement Plans 69. Public Street Name Signs. All street name signs shall be compliant with the City and CA MUTCD Standard signs on all public street intersections and on all private street that are intersecting with public streets. PW Approval of Improvement Plans 70. Mailboxes. Any gang mailboxes located on public streets or at an intersection of a public street and private street, shall have two designated short term parking spaces for mail pick up. These spaces shall not be counted towards the guest parking count. PW Approval of Improvement Plans 71. Underground Bioretention. The required number of trees within an Underground Bioretention System shall be designed such that the type of tree will have a canopy and root limits that will cover the entire system at maturity. PW Approval of Improvement Plans TRACT 8370 (Neighborhood 19) 72. Horizon Parkway. Developer shall install improvements along the project’s frontage as shown on the Tentative Map. Required frontage improvements shall include, but are not limited to the installation of 5’ landscape strip inclusive of curb width, 8’ and 10’ sidewalk, 10’ Class I Trail, 8’ parking, 12’ dual turn lane, 6’ high good neighbor fence, curb, gutter, drainage structures, stormwater treatment and hydromodification measures, street trees, landscaping, irrigation, utilities, street lights, signage, striping and fire hydrants. Note – Horizon Pkwy is not covered by the Ph 4/5 SDR/VTM. This is a Backbone roadway per the Tract 8150 Master VTM. PW Prior to Approval of Improvement Plans 73. Private Streets (Parcels A-O). The Developer shall establish private street right-of-way and install complete street improvements, including landscaping, for the proposed private streets, Streets A thru D and Courts PW Prior to Approval of Improvement 5.1.n Packet Pg. 488 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 15 COA # Condition Text Resp. Agency Required Prior to: A thru Court O, within the development as shown on the Tentative Map Tract 8370 and the Site Development Review package. Plans 74. Traffic Index. Roadway pavement section for Horizon Parkway shall be designed using a Traffic Index of 9. Note – Horizon Pkwy is not covered by the Ph 4/5 SDR/VTM. This is a Backbone roadway per the Tract 8150 Master VTM. PW Prior to Approval of Improvement Plans Parcels P thru U, X, and Y. Parcels P thru U, X, and Y shall be private common area parcels to be owned and maintained by the Homeowner’s Association. PW Final Map 75. Parcel V. Parcel V (HOA parcel) shall be a HOA parcel with Zone 7 Easement for Zone 7 Maintenance Area. PW Final Map 76. Parcel W. Parcel W (Drainage parcel) to be conveyed to Alameda County Zone 7 Flood Control District. PW Final Map 77. Lots 1 thru 91. Lots 1 thru 91 shall be for single family residential lots. PW Final Map 78. Special Flood Hazard Area. Portion of Neighborhood 19 is within the Special Flood Hazard Area designated as AE. The Developer shall submit flood studies and reports to determine the Base Flood Elevation(s) (BFEs) for Neighborhoods 19. The lots that are within the Special Flood Hazard Area shall be labeled on the Vesting Tentative Map. A Conditional Letter of Map Revision (CLOMR-F) was submitted to the City and FEMA for review in November 2017. 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. PW Prior to Approval of Improvement Plans TRACT 8371 (Neighborhood 20) Horizon Parkway. Developer shall install improvements along the project’s frontage as shown on the Tentative Map. Required frontage improvements shall include, but are not limited to the installation of 5’ landscape strip inclusive of curb width, 8’ sidewalk, 10’ Class I Trail, 8’ parking, 12’ dual turn lane, 6’ high theme wall, curb, gutter, drainage structures, stormwater treatment and hydromodification measures, street trees, landscaping, irrigation, utilities, street lights, signage, striping and fire hydrants. Note – Horizon Pkwy is not covered by the Ph 4/5 SDR/VTM. This is a Backbone roadway per the Tract 8150 Master VTM. PW Prior to Approval of Improvement Plans 79. Private Streets (Parcels A-J). The Developer shall establish private street right-of-way and install complete street improvements, including landscaping, for the proposed private streets, Streets E and F and Courts P thru Court W, within the development as shown on the Tentative Map Tract 8371 and the Site Development Review package. PW Prior to Approval of Improvement Plans 80. Traffic Index. Roadway pavement section for Horizon Parkway shall be designed using a Traffic Index of 9. Note – Horizon Pkwy is not covered by the Ph 4/5 SDR/VTM. This is a Backbone roadway per the Tract 8150 Master VTM. PW Prior to Approval of Improvement Plans 81. Parcel K. Parcel K shall be a private common area parcel to be owned and maintained by the Homeowner’s Association. PW Final Map 82. Lots 1 thru 75. Lots 1 thru 75 shall be for single family residential lots. PW Final Map TRACT 8372 (Neighborhood 21, 22, and 23) 83. Horizon Parkway. Developer shall install improvements along the project’s frontage as shown on the Tentative Map. Required frontage improvements shall include, but are not limited to the installation of 5’ landscape strip inclusive of curb width, 11’ Iron Horse Trail, 8’ parking, 12’ dual turn lane, 6’ high theme wall , curb, gutter, drainage structures, stormwater treatment and hydromodification measures, street trees, landscaping, irrigation, utilities, street lights, signage, striping, and fire hydrants. PW Prior to Approval of Improvement Plans 5.1.n Packet Pg. 489 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 16 COA # Condition Text Resp. Agency Required Prior to: 84. Scarlett Drive. Developer shall install improvements along the project’s frontage as shown on the Tentative Map. Required frontage improvements shall include, but are not limited to the installation of 5’ landscape strip, 12’ Iron Horse Trail, bike lane, curb, gutter, m edian, wetland ditch, drainage structures, stormwater treatment and hydromodification measures, street trees, landscaping, irrigation, utilities, street lights, signage, striping and fire hydrants. PW Prior to Approval of Improvement Plans 85. Dougherty Road. Developer shall install improvements along the project’s frontage as shown on the Tentative Map. Required frontage improvements shall include, but are not limited to the installation of 5’ landscape strip, 12’ Iron Horse Trail, bike lane, curb, gutt er, drainage structures, stormwater treatment and hydromodification measures, street trees, landscaping, irrigation, utilities, street lights, signage, striping and fire hydrants. PW Prior to Approval of Improvement Plans 86. Private Streets (Parcels A-S, X, Z, AA-AH thru J). The Developer shall establish private street right-of-way and install complete street improvements, including landscaping, for the proposed private streets, Streets G, H, I, J, K and M and Courts Y, Z, A2 -Z2, and A3-F3, within the development as shown on the Tentative Map Tract 8372 and the Site Development Review package. PW Prior to Approval of Improvement Plans 87. Traffic Index. Roadway pavement section for Horizon Parkway, Scarlett Dive, and Dougherty Road shall be designed using a Traffic Index of 9, 11 and 13, respectively. PW Prior to Approval of Improvement Plans 88. Parcels T-W, Y, AI. Parcels T-W, Y, and AI shall be a private common area parcel to be owned and maintained by the Homeowner’s Association. PW Final Map Parcel AJ. The Developer shall dedicate public right -of-way for Scarlett Drive and Dougherty and install improvements along the project’s frontage as shown on the Tentative Map. Required frontage improvements shall include, but are not limited to the installation of landscape strip inclusive of curb width, sidewalk, 12’ Iron Horse Trail, curb, gutter, drainage structures, stormwater treatment and hydromodification measures, street trees, landscaping, irrigation, utilities, street lights, signage, striping and fire hydrants. PW Final Map 89. Future HOA Parcel at corner of Horizon Parkway and Scarlett Drive. Excess right-of-way at Scarlett Drive by Horizon Parkway shall be Future HOA Parcel. PW Final Map 90. Lots 1 thru 62. Lots 1 thru 62 shall be for single family residential lots. PW Final Map 91. Lots 63 thru 97. Lots 63 thru 97 shall be for condominium residential units. PW Final Map 92. Ownership and Maintenance for 60” Army Storm Drain. Applicant shall work with the US Army Corp of Engineers and the City to execute the appropriate agreement and instruments and documents, including, but not limited to legal descriptions, plat maps, grant deeds, grants of easement, assigning maintenance responsibilities for the 60” storm drain over the applicable storm drainage facilities and appurtenances. PW Final Map TRACT 8373 (Neighborhood 24) 93. Horizon Parkway. Developer shall install improvements along the project’s frontage as shown on the Tentative Map. Required frontage improvements shall include, but are not limited to the installation of 5’ landscape strip inclusive of curb width, 8’ sidewalk, 10’ Class I Trail, 8’ parking, 12’ dual turn lane, 6’ high good neighbor fence, curb, gutter, drainage structures, stormwater treatment and hydromodification PW Prior to Approval of Improvement Plans 5.1.n Packet Pg. 490 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 17 COA # Condition Text Resp. Agency Required Prior to: measures, street trees, landscaping, irrigation, utilities, street lights, signage, striping and fire hydrants. Note – Horizon Pkwy is not covered by the Ph 4/5 SDR/VTM. This is a Backbone roadway per the Tract 8150 Master VTM. 94. Private Streets (Parcels A-Y). The Developer shall establish private street right-of-way and install complete street improvements, including landscaping, for the proposed private streets, Streets N, O, and P and Courts G3-Z3 and A4-D4, within the development as shown on the Tentative Map Tract 8373 and the Site Development Review package. PW Prior to Approval of Improvement Plans 95. Traffic Index. Roadway pavement section for Horizon Parkway shall be designed using a Traffic Index of 9. Note – Horizon Pkwy is not covered by the Ph 4/5 SDR/VTM. This is a Backbone roadway per the Tract 8150 Master VTM. PW Prior to Approval of Improvement Plans 96. Parcels Z, AB thru AF. Parcels Z, AB thru AF shall be a private common area parcels to be owned and maintained by the Homeowner’s Association. PW Final Map 97. Parcel AG. Parcel AG (HOA parcel) shall be a HOA parcel with Zone 7 Access Easement. PW Final Map 98. Parcel W. Parcel W (Drainage parcel) to be conveyed to Alameda County Zone 7 Flood Control District. PW Final Map 99. Lots 1 thru 100. Lots 1 thru 100 shall be for single family residential lots. PW Final Map 100. Special Flood Hazard Area. Portion of Neighborhood 24 is within the Special Flood Hazard Area designated as AE. The Developer shall submit flood studies and reports to determine the Base Flood Elevation(s) (BFEs) for Neighborhoods 24. The lots that are within the Special Flood Hazard Area shall be labeled on the Vesting Tentative Map. A Conditional Letter of Map Revision (CLOMR-F) was submitted to the City and FEMA for review in November 2017. 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. PW Prior to Approval of Improvement Plans 101. Chabot Creek. The final civil design and landscape design of Chabot Creek improvements: paved access trail, riparian landscape within Zone 7’s ownership parcel for Chabot Creek and within the access easement shall be subject to review and approval by Zone 7 or other public agency responsible for the creek. PW Prior to Approval of Improvement Plans 102. Maintenance of Chabot Creek. If the Developer is unsuccessful in reaching an agreement with Zone 7 or other public agency to maintain the realigned Chabot Creek (both above- and under-ground sections), the Developer shall enter into a ”Maintenance Agreement” with the City to allow 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 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 Homeowner’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. PW Approval of Second Phase of Park Improvements 103. HOA Maintenance Agreements & Zone 7 Agreement. Applicant shall work with the City and Zone 7 to execute the appropriate agreements and instruments and documents, including, but not limited to legal descriptions, plat maps, grant deeds, grants of easement, assigning maintenance responsibilities to the Boulevard Master HOA over the PW Prior to Approval of Improvement Plans 5.1.n Packet Pg. 491 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 18 COA # Condition Text Resp. Agency Required Prior to: applicable storm drainage facilities and appurtenances. 104. Recreational Use License Agreement Amendment by Zone 7. Applicant shall work with the City and Zone 7 to execute an Amendment to the Recreational Use License Agreement and associated instruments and documents, including, but not limited to legal descriptions, plat maps, grant deeds, grants of easement, quitclaims, to add the applicable storm drainage facilities and appurtenances to the existing agreement between the City and Zone 7. PW Prior to Approval of Improvement Plans 105. Storm Drainage Facilities and Culvert Maintenance Agreement (HOA/City). Applicant shall work with the City to execute the appropriate agreement and instruments and documents, including, but not limited to legal descriptions, plat maps, grant deeds, grants of easement, assigning maintenance responsibilities to the Boulevard Master HOA over the applicable storm drainage facilities and appurtenances. PW Prior to Approval of Improvement Plans 106. Assignment Agreement (City to HOA). Applicant shall work with the City to execute an assignment agreement, and associated instruments and documents, including, but not limited to legal descriptions, plat maps, grant deeds, grants of easement, assigning maintenance responsibilities and rights to enter to the Boulevard Master HOA over storm drainage facilities and appurtenances covered under the Amendment to the Recreational Use License Agreement between the City and Zone 7. PW Prior to Approval of Improvement Plans 107. Master Stormwater Management Maintenance (O&M) Agreement. Applicant shall work with the City to execute a master storm water operations and maintenance agreement (O&M Agreement) outlining the responsibilities of the Boulevard Master HOA over the clean water (i.e. C.3 and C.10) facilities and appurtenances throughout the entire Boulevard development. PW Prior to Approval of Improvement Plans PUBLIC WORKS STANDARD CONDITIONS: 108. Developer shall comply with the City of Dublin Public Works Standard Conditions of Approval contained below (“Standard Condition”) unless specifically modified by Project Specific Conditions of Approval above. PW On-going 109. The Developer shall comply with the Subdivision Map Act, the City of Dublin 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). PW On-going 110. The Developer shall defend, indemnify, and hold harmless 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. PW On-going 5.1.n Packet Pg. 492 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 19 COA # Condition Text Resp. Agency Required Prior to: 111. In the event that there needs to be clarification to these 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 mitigations resulting from impacts of this project. PW On-going 112. If there are conflicts between the Vesting Tentative Map approval and the SDR approval pertaining to mapping or public improvements the Tentative Map shall take precedent. PW On-going AGREEMENTS AND BONDS 113. The Developer shall enter into a Tract Improvement Agreement with the City for all public improvements including any required offsite storm drainage or roadway improvements that are needed to serve the Tract that have not been bonded with another Tract Improvement Agreement. PW First Final Map and Successive Maps 114. The Developer shall provide performance (100%), and labor & material (100%) securities to guarantee the tract improvements, approved by the City Engineer, prior to execution of the Tract Improvement Agreement and approval of the Final Map. (Note: Upon acceptance of the improvements, the performance security may be replaced with a maintenance bond that is 25% of the value of the performance security.) PW First Final Map and Successive Maps FEES 115. The Developer shall pay all applicable fees in effect at the time of building permit issuance including, but not limited to, Planning fees, Building fees, Dublin San Ramon Services District fees, Public Facilities fees, Dublin Unified School District School Impact fees, Public Works Traffic Impact fees, Alameda County Fire Services fees, Noise Mitigation fees, Inclusionary Housing In-Lieu fees, Alameda County Flood and Water Conservation District (Zone 7) Drainage and Water Connection fees and any other fees as noted in the Development Agreement. PW Zone 7 and Parkland In Lieu Fees due prior to filling each Final Map, other fees required with issuance of building permits PERMITS 116. Developer shall obtain an Encroachment Permit from the Public Works Department for all construction activity within the public right -of-way of any street where the City has accepted the improvements. The encroachment permit may require surety for slurry seal and restriping. At the discretion of the City Engineer an encroachment for work specifically included in an Improvement Agreement may not be required. PW Prior to Start of Work 117. Developer shall obtain a Grading / Sitework Permit from the Public Works Department for all grading and private site improvements that serves more than one lot or residential condominium unit. PW Prior to Start of Work 118. 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. PW Prior to Start of Work SUBMITTALS 119. All submittals of plans and Final Maps shall comply with the requirements of the “City of Dublin Public Works Department Improvement Plan Submittal Requirements”, and the “City of Dublin Improvement Plan Review Check List”. PW Prior to Approval of Improvement Plans or Final Map 5.1.n Packet Pg. 493 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 20 COA # Condition Text Resp. Agency Required Prior to: 120. The Developer will be responsible for submittals and reviews to obtain the approvals of all participating non-City agencies. The Alameda County Fire Department and the Dublin San Ramon Services District shall approve and sign the Improvement Plans. PW Prior to Approval of Improvement Plans or Final Map 121. Developer shall submit a Geotechnical Report, which includes street pavement sections and grading recommendations. PW Prior to Approval of Improvement Plans or Final Map 122. Developer shall provide the Public Works Department a digital vectorized file of the “master” CAD files for the project when the Final Map has been approved. Digital raster copies are not acceptable. The digital vectorized files shall be in AutoCAD 14 or higher drawing format. Drawing units shall be 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. PW Acceptance of Improvements and Release of Bonds FINAL MAP 123. All Final Maps shall be substantially in accordance with the Tentative Maps approved with this application, unless otherwise modified by these conditions. Multiple final maps may be filed in phases, provided that each phase is consistent with the tentative map, that phasing progresses in an orderly and logical manner and adequate infrastructure is installed with each phase to serve that phase as a stand-alone project that is not dependent upon future phasing for infrastructure. PW Approval of Final Map 124. All rights-of-way and easement dedications required by the Tentative Map shall be shown on the Final Map. PW Approval of Final Map 125. Any phasing of the final mapping or improvements of a Tentative Map is subject to the approval and conditions of the City Engineer. PW Approval of Final Map 126. Street names shall be assigned to each public/private street pursuant to Municipal Code Chapter 7.08. The approved street names shall be indicated on the Final Map. PW Approval of Final Map 127. All Final Maps shall include street monuments to be set in all public streets. PW Monuments to be shown on final map and installed prior to acceptance of improvements EASEMENTS 128. The Developer shall obtain abandonment from all applicable public agencies of existing easements and right of ways that will no longer be used. PW Approval of Improvement Plans 129. The Developer shall acquire easements, and/or obtain rights-of-entry from the adjacent property owners for any improvements on their property. The easements and/or rights-of-entry shall be in writing and copies furnished to the City Engineer. PW Approval of Improvement Plans GRADING 130. The Grading Plan shall be in conformance with the recommendations of the Geotechnical Report, the approved Tentative Map and/or Site Development Review, and the City design standards & ordinances. In case of conflict between the soil engineer’s recommendations and City ordinances, the City Engineer shall determine which shall apply. PW Approval of grading plans or issuance of grading permits; On- 5.1.n Packet Pg. 494 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 21 COA # Condition Text Resp. Agency Required Prior to: going 131. A detailed Erosion Control Plan shall be included with the Grading Plan approval. The plan shall include detailed design, location, and maintenance criteria of all erosion and sedimentation control measures. PW Approval of grading plans or issuance of grading permits; On- going 132. Tiebacks or structural fabric for retaining walls shall not cross property lines, or shall be located a minimum of 2’ below the finished grade of the upper lot. PW Approval of grading plans or issuance of grading permits; On- going IMPROVEMENTS 133. Applicant shall meet with the trash collection agency during plan check review for the distance, maneuvering and pick -up requirements for trash collection. Documentation of results, recommendations, requirements, and approval generated from this meeting shall be provided to the City. PW Approval of Improvement Plans 134. Hydrology and Hydraulic calculations using shall be submitted for approval by the City Engineer. Alameda County published an updated version of the Alameda County 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. PW Approval of Improvement Plans 135. The public improvements shall be constructed generally as shown on the Tentative Map and/or Site Development Review. However, the approval of the Tentative Map and/or Site Development Review is not an approval of the specific design of the drainage, sanitary sewer, water, and street improvements. PW Approval of grading plans or issuance of grading permits; On- going 136. All public improvements shall conform to the City of Dublin Standard Plans and design requirements and as approved by the City Engineer. PW Approval of Improvement Plans or start of construction; On-going 137. The asphalt concrete (AC) section of the roadway for public streets shall be a minimum of 4” thick. PW Approval of Improvement Plans 138. The height of walls, gates, signs, monuments, pilasters, and any other architectural and landscaping features shall be kept below 30 inches inside the intersection visibility zone. The intersection visibility zones shall be determined by the City Traffic Engineer. PW Approval of Improvement Plans or start of construction; On-going 139. Public streets shall be at a minimum 1% slope with minimum gutter flow of 0.7% around bumpouts. Private streets and alleys shall be at minimum 0.5% slope. Intersections shall have a maximum 6% slope through intersections and 2% maximum cross slope. PW Approval of Improvement Plans or start of construction; On-going 140. Curb Returns on arterial and collector streets shall be 40 -foot radius, all internal public streets curb returns shall be minimum 30-foot radius (36- PW Approval of Improvement 5.1.n Packet Pg. 495 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 22 COA # Condition Text Resp. Agency Required Prior to: foot with bump outs) and private streets/alleys shall be a minimum 20-foot radius, or as shown on this Tentative Map, and as approved by the Fire Dept. and as approved by the City Engineer. Curb ramp locations and design shall conform to the most current Title 24 and Americans with Disabilities Act requirements and as approved by the City Traffic Engineer. Plans or start of construction; On-going 141. The Developer shall install all traffic signs and pavement marki ng as required by the City Engineer. PW Occupancy of Units or Acceptance of Improvements 142. Street light standards and luminaries shall be designed and installed per approval of the City Engineer. To the extent possible, street lights shall not be located within bio-retention areas The maximum voltage drop for streetlights is 5%. PW Occupancy of Units or Acceptance of Improvements 143. The Developer shall construct bus stops and shelters at the locations designated and approved by the LAVTA and the City Engineer. The Developer shall pay the cost of procuring and installing these improvements. PW Occupancy of Units or Acceptance of Improvements 144. Developer shall construct all potable and recycled water and sanitary sewer facilities required to serve the project in accordance with DSRSD master plans, standards, specifications and requirements. PW Occupancy of Units or Acceptance of Improvements 145. Fire hydrant locations shall be approved by the Alameda County Fire Department. A raised reflector blue traffic marker shall be installed in the street opposite each hydrant. PW Occupancy of Units or Acceptance of Improvements 146. The Developer shall furnish and install street name signs for the project to the satisfaction of the City Engineer. PW Occupancy of Units or Acceptance of Improvements 147. Developer shall construct gas, electric, cable TV and communication improvements within the fronting streets and as necessary to serve the project and the future adjacent parcels as approved by the City Engineer and the various Public Utility agencies. PW Occupancy of Units or Acceptance of Improvements 148. All electrical, gas, telephone, and Cable TV utilities, shall be underground in accordance with the City policies and ordinances. All utilities shall be located and provided within public utility easements and sized to meet utility company standards. PW Occupancy of Units or Acceptance of Improvements 149. All utility vaults, boxes and structures, unless specifically approved otherwise by the City Engineer, shall be underground and placed in landscape areas and screened from public view. Prior to Joint Trench Plan approval, landscape drawings shall be submitted to the City showing the location of all utility vaults, boxes and structures and adjacent landscape features and plantings. The Joint Trench Plans shall be signed by the City Engineer prior to construction of the joint trench improvements. PW Occupancy of Units or Acceptance of Improvements or Approval of Improvement Plans 150. Vertical and horizontal curves and sight distances shall be designed per Caltrans Highway Design Manual (HDM) for all public streets. A vertical curve shall be required in public streets for grades that have an algebraic 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. PW Approval of Improvement Plans CONSTRUCTION 5.1.n Packet Pg. 496 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 23 COA # Condition Text Resp. Agency Required Prior to: 151. The Erosion Control Plan shall be implemented between October 1st and April 30th unless otherwise allowed in writing by the City Engineer. The Developer will be responsible for maintaining erosion and sediment control measures for one year following the City’s acceptance of the subdivision improvements. PW On-Going as needed 152. If archaeological materials are encountered during construction, construction within 100 feet of these materials shall be halted until a professional 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. PW On-Going as needed 153. Construction activities, including the maintenance and warming of equipment, shall be limited to Monday through Friday, and non-City holidays, 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. PW On-Going as needed 154. Developer shall prepare a construction noise management plan that identifies measures to be taken to minimize construction noise on surrounding developed properties. The plan shall include hours of construction operation, use of mufflers on construction equipment, speed limit for construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be provided prior to project construction. PW Start of construction implementatio n and on- going as needed 155. Developer shall prepare a plan for construction traffic interface with public traffic on any existing public street. Construction traffic and parking may be subject to specific requirements by the City Engineer. PW Start of construction implementatio n and on- going as needed 156. The Developer shall be responsible for controlling any rodent, mosquito, or other pest problem due to construction activities. PW On-Going 157. The Developer shall be responsible for watering or other dust-palliative measures to control dust as conditions warrant or as directed by the City Engineer. PW On-Going 158. The Developer shall provide the Public Works Department with a letter from a registered civil engineer or surveyor stating that the building pads have been graded to within 0.1 feet of the grades shown on the approved Grading Plans, and that the top & toe of banks and retaining walls are at the locations shown on the approved Grading Plans. PW Issuance of Building Permits or Acceptance of Improvements STORM WATER QUALITY (NPDES) 159. Prior to any clearing or grading, the Developer shall provide the City evidence that a Notice of Intent (NOI) has been sent to the California State Water Resources Control Board per the requirements of the NPDES. A copy of the Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. PW Start of any construction 160. The Storm Water Pollution Prevention Plan (SWPPP) shall identify the Best Management Practices (BMPs) appropriate to the project construction activities. The SWPPP shall include the erosion control measures in accordance with the regulations outlined in the most current version of the ABAG Erosion and Sediment Control Handbook or State Construction Best Management Practices Handbook. The Developer is responsible for ensuring that all contractors implement all storm water pollution prevention measures in the SWPPP. PW SWPPP to be prepared prior to approval of improvement plans, implementatio n prior to start of construction 5.1.n Packet Pg. 497 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d 24 COA # Condition Text Resp. Agency Required Prior to: and on-going as needed PASSED, APPROVED AND ADOPTED this 8th day of May 2018 by the following vote: AYES: NOES: ABSENT: ABSTAIN: ______________________________ Planning Commission Chair ATTEST: ____________________________ Assistant Community Development Director 5.1.n Packet Pg. 498 At t a c h m e n t : 6 . R e s o l u t i o n A p p r o v i n g V e s t i n g T e n t a t i v e T r a c t M a p s 8 3 7 0 , 8 3 7 1 , 8 3 7 2 , a n d 8 3 7 3 t o c r e a t e i n d i v i d u a l n e i g h b o r h o o d s a n d RESOLUTION NO. 18-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING AN AMENDMENT TO VESTING TENTATIVE TRACT MAP 8367 FOR NEIGHBORHOOD 14 AND 15 WITH PHASE 3 OF THE BOULEVARD PROJECT AREA (PORTION OF APN 986-1-1-30) PLPA-2016-00064 WHEREAS, Dublin Crossing LLC is requesting approval to amend Vesting Tentative Tract Map (VTM) 8367 for Neighborhoods 14 and 15. The amendments to the Tract Map includes modifications to the neighborhood layout, street circulation, and lotting pattern. VTM 8367 was approved with several other VTMs for neighborhoods in Phase 2/3 via Resolution 17 -06 on May 9, 2017; and WHEREAS, Neighborhoods 14 and 15 in Phase 3 share common open spaces and a circulation network, so although the architectural designs changed for Neighborhood 15 only, the neighborhood layout sheets on approved VTM 8367 and in the landscape and civil sheets of the approved Project Plan Set impacted Neighborhood 14 as well; and WHEREAS, the proposed revisions to Neighborhood 15 increased the number of townhouse units in the neighborhood from 56 to 60; and WHEREAS, the proposed revisions to Neighborhood 15 continue to provide the required amount of parking for this neighborhood, meet the required density of the land use designation, and continue to meet the development intent of the Dublin Crossing Specific Plan; and WHEREAS, the Applicant is also requesting approval to amend the original Site Development Review (SDR) approval for Neighborhoods 14 and 15 in Phase 2/3 of the Boulevard (Dublin Crossing Specific Plan) development area (“Project Site”), which was approved via Resolution 17-05 on May 9, 2017; 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 f or 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 5.1.o Packet Pg. 499 At t a c h m e n t : 7 . P l a n n i n g C o m m i s s i o n R e s o l u t i o n A p p r o v i n g V T M f o r P h a s e 3 N e i g h b o r h o o d 1 4 - 1 5 ( B o u l e v a r d ) 2 WHEREAS, the Project Plan Set for the Neighborhood 14/15 revisions, attached as Exhibit A to the companion SDR Resolution for the Neighborhood 14/15 amendment, defines this “Project” and is available and on file in the Community Development Department; and WHEREAS, the N14/15 plan set includes only those sheets from the original Phase 2/3 SDR/VTTM approval that are changing as a result of the modifications to Neighborhood 15. For reference purposes, the Table of Contents in Project Plan Set notes all the pages that were in the original, approved Phase 2/3 Project Plan Set, but only those sheets highlighted with red text and that are included in the Project Plan Set being amended by approval of this resolution. All other pages originally found in the Phase 2/3 Project Plan Set remain as is and contain no modifications. WHEREAS, the Planning Commission did hold a noticed study session on April 10, 2018 and also did hold a public hearing on said application on May 8, 2018 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 an Amendment to Vesting Tentative Tract Map 8367 approval for Neighborhoods 14 and 15 within Phase 2/3 of the Boulevard Project Area; 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 does hereby make the following findings and determinations regarding Amendment to Vesting Tentative Tract Map 8367 for Neighborhood 14 and 15 with Phases 2/3 of the Boulevard (Dublin Crossing) Project Area in conformance with Chapter 9 (Subdivisions) of the Dublin Municipal Code: 1. Amended Vesting Tentative Tract Map 8367, together with the provisions for its design and improvement, is consistent with the Dublin General Plan and the Dublin Crossing Specific Plan, as amended, as it relates to the subject property in that it is a subdivision for implementation that is generally consistent with the design guidelines and development standards of the policy documents. 2. The subdivision site is physically suitable for the type and proposed density of development because the project design, architecture, and concept have been integrated with topography of the project site created by Amended Vesting Tentative Tract Map 8367 to incorporate habitat preservation, install water quality measures, and minimize overgrading and extensive use of retaining walls. Therefore, the proposed subdivisions are physically suitable for the type and intensity of development proposed. 3. The tentative tract map is consistent with the intent of applicable subdivision design or improvements of the tentative tract map are consistent with the city’s general plan and any applicable specific plan because the proposed amended Vesting Tentative Tract Maps 8367 are consistent with the intent of the subdivision design of the Boulevard Project and improvements of the tentative tract map are consistent with the Dublin General Plan and the Dublin Crossing Specific Plan. 5.1.o Packet Pg. 500 At t a c h m e n t : 7 . P l a n n i n g C o m m i s s i o n R e s o l u t i o n A p p r o v i n g V T M f o r P h a s e 3 N e i g h b o r h o o d 1 4 - 1 5 ( B o u l e v a r d ) 3 4. The design of Amended Vesting Tentative Tract Map 8367 and proposed improvements will not cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat because all mitigations required by the Dublin Crossing Specific Plan related to biological resources have been complied with. 5. The design of the subdivision or type of improvements will not cause serious public health concerns because the design of the subdivision or type of improvements have been conditioned to comply with all building codes and ordinances in effect at the time of permit issuance and in addition the project was evaluated for its impacts to public health in the environmental impact report completed for the Dublin Crossing Specific Plan. 6. The design of Amended Vesting Tentative Tract Map 8367 and the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision; or alternate easements are provided. The City Engineer has reviewed the maps and title reports and has not found any conflicting easements of this nature. 7. The design or improvements of Amended Vesting Tentative Tract Map 8367 is consistent with the Dublin General Plan and the Dublin Crossing Specific Plan because the project design, architecture, and concept have been integrated with topography of the project site created by Amended Vesting Tentative Tract Map 8367 to incorporate habitat preservation, install water quality measures, and minimize overgrading and extensive use of retaining walls. Therefore, the proposed subdivisions are physically suitable for the type and intensity of development proposed. 8. Amended Vesting Tentative Tract Map 8367 is designed to provide for future passive or natural heating or cooling opportunities in that, where feasible, building orientation and spacing has been taken into account when plotting the building locations on the development sites, and passive/natural heating and cooling opportunities have not been precluded; 9. Amended Vesting Tentative Tract Map 8367, including design and improvement, shall comply with all the applicable provisions and requirements of the zoning ordinance, the latest municipal stormwater permit issued to the city by the Regional Water Quality Control Board, this title, any other ordinance of the city, and the Subdivision Map Act as required by the Dublin Crossing EIR and project-specific conditions of approval noted herein. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin does hereby make the following findings and determinations under CEQA regarding Amended Vesting Tentative Tract Map 8367 for the Boulevard (Dublin Crossing) Project. These findings are based on information contained in the EIR, the Planning Commission Staff Report, and all other information contained in the entire record for the Project. These findings constitute a summary of the information contained in the entire record. Other facts and information in the record that constitute substantial evidence to support each finding that is not specifically included below are incorporated herein by reference: A. Amended Vesting Tentative Tract Map 8367 is within the scope of the project analyzed in the EIR. The environmental impacts of Amended Vesting Tentative Tract Map 8367 is analyzed in the EIR and no further environmental review is required under CEQA for Amended Vesting Tentative Tract Map 8367 under Public Resources Code section 21166 and CEQA Guidelines sections 15162 and 15163. 5.1.o Packet Pg. 501 At t a c h m e n t : 7 . P l a n n i n g C o m m i s s i o n R e s o l u t i o n A p p r o v i n g V T M f o r P h a s e 3 N e i g h b o r h o o d 1 4 - 1 5 ( B o u l e v a r d ) 4 B. Amended Vesting Tentative Tract Map 8367 does not constitute a substantial change to the project analyzed in the EIR that will require major revisions to the EIR due to new significant environmental effects or a substantial increase in severity of previously identified significant effects. Amended Vesting Tentative Tract Map 8367 is consistent with the Project analyzed in the EIR and does not propose any change to the Project. C. There are no substantial changes that have occurred with respect to the circumstances under which the Project will be undertaken that will require major revisions to the EIR due to the involvement of new significant environmental effects or a substantial increase in severity of significant effects identified in the EIR. The EIR was certified in 2013 and no substantial changes to circumstances affecting the Project have occurred within that period of time. D. There is no new information of substantial importance, which was not known or could not have been known with the exercise of reasonable diligence at the time the EIR was certified in 2013 that show any of the conditions in CEQA Guidelines section 15162(a)(3)(A) – (D). E. The mitigation measures in the Mitigation Monitoring and Reporting Program adopted by the City Council on November 5, 2013 apply to Amended Vesting Tentative Tract Map 8367 as applicable. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin hereby approves Amended Vesting Tentative Tract Map 8367 Neighborhoods 14/15 of Phase 2/3 subject to the conditions included below. CONDITIONS OF APPROVAL – Amended Vesting Tentative Tract Map 8367: 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. [PL.] Planning, [B] Building, [PO] Police, [PW] Public Works [P&CS] Parks & Community Services, [ADM] Administration/City Attorney, [FIN] Finance, [F] Alameda County Fire Department, [DSR] Dublin San Ramon Services District, [CO] Alameda County Department of Environmental Health, [Z7] Zone 7. # CONDITION TEXT RESPON. AGENCY WHEN REQ’D Prior to: GENERAL 1. Approval. Amended Vesting Tentative Tract Map 8367 for Neighborhoods 14/15 of Phase 3 of the Boulevard Project Area supersedes the previously approved VTM 8367 (Resolution 17-06). Unless modified by the Conditions of Approval contained herein, Development pursuant to this approval generally shall conform to the amended Vesting Tentative Tract Map 8367 sheets prepared by MacKay & Somps Civil Engineers dated received April 27, 2018 (attached to the companion SDR Resolution (Resolution 18-xx) as Exhibit A), which is on file in the Community Development Department. PL Ongoing 5.1.o Packet Pg. 502 At t a c h m e n t : 7 . P l a n n i n g C o m m i s s i o n R e s o l u t i o n A p p r o v i n g V T M f o r P h a s e 3 N e i g h b o r h o o d 1 4 - 1 5 ( B o u l e v a r d ) 5 2. VTM 8150. All Conditions of Approval in PC Resolution 14-14 that are not expressly modified by these Conditions of Approval remain in full force and effect. PL Ongoing 3. Effective Date. This VTM approval becomes effective 10 days after action by the Planning Commission unless otherwise appealed to the City Council. PL Ongoing 4. Previous Conditions of Approval Remain in Effect. All Conditions of Approval from Phase 2/3 approval Resolution 17-05 (Site Development Review) and Resolution 17-06 (Vesting Tentative Tract Maps) shall remain in full force an effect unless expressly modified by the Conditions of Approval contained herein. All Ongoing TRACT 8367 (Neighborhoods 14 and 15) 5. Private Streets and Courts (Parcels A, B, C, D, E and F). The Developer shall establish private street right-of-way and install complete street improvements for the proposed private streets on Parcels A, B, C, D, E and F within the development as shown on the Tentative Map and the Site Development Review package. (Modified from Original COA 168 in Resolution 17-05) PW Prior to Approval of Improvement Plans 6. Canal 2. The final civil design and landscape design of Canal 2 improvements including paved access trail, maintenance easement, equipment access to the creek, riparian landscape within Zone 7’s ownership parcel and within the 20 feet access easement shall be subject to review and approval by Zone 7 or other public agency responsible for the creek. (Modified from Original COA 169 in Resolution 17-05) PW Prior to Approval of Improvement Plans PASSED, APPROVED AND ADOPTED this 8th day of May 2018 by the following vote: AYES: NOES: ABSENT: ABSTAIN: ______________________________ Planning Commission Chair ATTEST: ____________________________ Assistant Community Development Director 5.1.o Packet Pg. 503 At t a c h m e n t : 7 . P l a n n i n g C o m m i s s i o n R e s o l u t i o n A p p r o v i n g V T M f o r P h a s e 3 N e i g h b o r h o o d 1 4 - 1 5 ( B o u l e v a r d )