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HomeMy WebLinkAboutPC Reso 20-06 Site Developmet Review Permit for 138 Room Hotel 7950 Dublin BlvdRESOLUTION NO. 20-06 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DUBLIN APPROVING A SITE DEVELOPMENT REVIEW PERMIT FOR THE CONSTRUCTION OF A 138-ROOM HOTEL, A MINOR USE PERMIT TO ALLOW A PARKING REDUCTION FOR SHARED PARKING AND A HERITAGE TREE REMOVAL PERMIT AT 7950 DUBLIN BOULEVARD APN: 941-1500-037-00 PLPA-2019-00020, PLPA-2019-00044 & PLOC-2020-00053 WHEREAS the Applicant, Jerry Hunt, Rubicon Property Group is proposing to construct a 138-room hotel on an existing parking lot located south of the existing Corrie Center office building at 7950 Dublin Boulevard within the Downtown Dublin Specific Plan Transit -Oriented District. The new six -story hotel will consist of four stories over two stories of podium parking, and related landscape and site improvements (the "project"). The proposal includes a Site Development Review Permit to allow construction of the hotel, a Minor Use Permit to allow a parking reduction for shared parking between the proposed hotel and an existing office building, and a Heritage Tree Removal Permit to remove two Coast redwood trees; and WHEREAS, the project site is located in Downtown Dublin, within the Transit -Oriented District of the Downtown Dublin Specific Plan; and WHEREAS, a hotel is a permitted use in the Transit -Oriented District of the Downtown Dublin Specific Plan; and WHEREAS, the project site is currently existing Come Center office building; and occupied by a surface parking lot serving the WHEREAS, a Heritage Tree Removal Permit is required to remove two Coast redwood trees located in a future bioretention treatment area necessary for the development of the project; and WHEREAS, pursuant to the requirements of the California Environmental Quality Act (CEQA), a Final Environmental Impact Report (State Clearinghouse No. 2010022005) was prepared for the Downtown Dublin Specific Plan and certified by the City Council on February 1, 2011 (Resolution No. 08.11); and WHEREAS, Downtown Dublin Environmental Impact Report (DDSP EIR) and subsequent Addendums analyzed development of approximately 2.2 million square feet of non-residential development and 2,500 residential dwelling units. The project is the first to utilize a portion of the 1.6 million square feet of non-residential development that was allocated to the Transit -Oriented District. Therefore, the project's 51,528 square feet is within the already contemplated non-residential development activity in the Transit -Oriented District; and WHEREAS, the project was examined to determine if any of the standards contained in CEQA Guidelines Section 15162(a) requiring preparation of supplemental environmental review would be met. The analysis concluded that the project is within the scope of development analyzed by the DDSP EIR and subsequent Addendums; the circumstances under which the project is to be undertaken have not substantially changed since the DDSP EIR and subsequent Addendums were prepared and will not substantially change with the approval of the project; and no new mitigation measures would be required; and WHEREAS, a Staff Report, dated April 283 2020, and incorporated herein by reference, described and analyzed the proposed project; and WHEREAS, the Planning Commission held a properly noticed public hearing on the project on April 28, 2020, at which time all interested parties had the opportunity to be heard; 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 City of Dublin Planning Commission does hereby make the following findings and determinations regarding the Site Development Review Permit: A. The proposal is consistent with the purposes of Chapter 8.104 of the Zoning Ordinance, with the General Plan and the Downtown Dublin Specific Plan and design guidelines because: 1) the project is compatible with the architectural character and scale of development in the immediate area in which the proposed project is to be located; 2) the project is utilizing traditional building forms with contemporary, high -quality materials and finishes in compliance with the design guidelines of the Downtown Dublin Specific Plan; 3) the proposed project supports the more specific vision for the Transit -Oriented District to encourage the development of the area with land uses that support and complement transit uses, particularly the West Dublin BART Station; 4) the project will help to provide additional lodging opportunities to Downtown Dublin; and 5) the project is consistent with the General Plan land use designation of Downtown Dublin Specific Plan — Transit -Oriented District. B. The proposal is consistent with the provisions of Title 8, Zoning Ordinance because: 1) the project contributes to the orderly, attractive, and harmonious site and architectural development that is compatible with the architectural style, intensity of development — either in place or permitted in the future, and context of surrounding and adjacent properties; and 2) the project complies with the development standards of the Downtown Dublin Zoning District, as outlined in the Downtown Dublin Specific Plan. C. The design of the project is appropriate to the City, the vicinity, surrounding properties, and the lot in which the project is proposed because: 1) the project is consistent with the Downtown Dublin Specific Plan in that it provides additional lodging opportunities in close proximity to offices, retail and the West Dublin/Pleasanton BART station; 2) the size and mass of the proposed building is consistent with other commercial development in the immediate vicinity and in compliance with the minimum and maximum development density/intensity permitted; and 3) the redevelopment of the subject property is an important incremental change to advance the vision of the Downtown Dublin Specific Plan to make Downtown Dublin a vibrant and dynamic mixed -use center. D. The subject site is suitable for the type and intensity of the approved development because: 1) the project proposes a hotel, which is an allowed use in the Transit. Oriented District; 2) the project is consistent with the Downtown Dublin Zoning District in which it is located; 3) the project site will be fully served by a network of existing and planned infrastructure of public roadways, access easements, services, and facilities; and 4) the proposed project meets all of the development standards established to regulate development in the Downtown Dublin Specific Plan Transit -Oriented District and are consistent and compatible with other commercial development projects in the immediate vicinity. E. Impacts to existing slopes and topographic features are addressed because the project site is generally flat and the development of the parcel will replace an existing parking field which will not impact any slopes or other topographic features. F. .Architectural considerations including the character, scale and quality of the design, site layout, the architectural relationship with the site and other buildings, screening of unsightly uses, lighting, building materials and colors and similar elements result in a project that :is harmonious with its surroundings and compatible with other developments in the vicinity because: 1) the project provides a high degree of design and landscaping to provide a unique, urban, contemporary-themed lodging opportunity in the Downtown Dublin Specific Plan; 2) the structures reflect the architectural styles and development standards for other higher -density projects within the Downtown Dublin Specific Plan; 3) the architectural style, colors and materials will be consistent and compatible with the contemporary architectural style, colors, and materials being utilized on other projects in the immediate vicinity and more specifically the adjacent Corrie Center office building; 4) the project is utilizing traditional building forms with contemporary, high -quality materials and finishes in compliance with the design guidelines of the Downtown Dublin Specific Plan; and 5) the size and scale of the development will be similar to others buildings in the immediate project vicinity. G. Landscape considerations, including the location, type, size, color, texture and coverage of plant materials, and similar elements have been incorporated into the project to ensure visual relief, adequate screening and an attractive environment for the public because: 1) all perimeter landscaping and hardscape are proposed for construction in accordance with the Downtown Dublin Specific Plan; 2) the project perimeter and interior landscaping is consistent with other developments in the vicinity and 3) the project will conform to the requirements of the City's Water Efficient Landscape Ordinance. H. The site has been adequately designed to ensure the proper circulation for bicyclist, pedestrians, and automobiles because: 1) all infrastructure including streets, sidewalks, and street lighting are proposed for construction in accordance with the project plans and have been reviewed for safety and adequate circulation; and 2) development of this project will include enhancement to the existing driveway from Dublin Boulevard so that all modes of transportation are supported and ensuring the safe use of these facilities. BE IT FURTHER RESOLVED that the that the Planning Commission of the City of Dublin hereby makes the following findings and determinations regarding the Minor Use Permit to allow a parking reduction for shared parking related to a proposed hotel and existing office building, located at 7950 Dublin Boulevard: A. The proposed use and related structures are compatible with other land uses, transportation and service facilities in the vicinity in that: 1) the project is located in the Downtown Dublin Zoning District, which allows for a variety of uses including hotels, offices, restaurants, and retail; 2) the project is a hotel development located within a developed parcel that includes an office building, parking lot and adjacent commercial uses; and 3) the project is accessible from existing driveways on Dublin Boulevard and Regional Street. B. The proposed use meets the parking requirement for the use type in accordance with the requirements of Chapter 8.76 (Off -Street Parking and Loading Regulations), which could include a parking reduction for shared parking in that: 1) a parking study was prepared by Advanced Mobility Group, which shows that there is sufficient parking available during the peak demand for both the office and hotel uses with up to a 15% transit reduction; 2) adequate signage will be placed within the project site to delineate the location of available parking spaces; 3) the project's proposed use types and transit oriented location indicate the proposed on -site parking supply would adequately serve the expected parking demand; and 4) the Parking Reduction for Shared Parking will facilitate the establishment of a hotel which will provide a service to the community. C. The proposed use, as conditioned, will not adversely affect the health or safety of persons residing or working in the vicinity, or be detrimental to the public health, safety and welfare in that: 1) a parking study was prepared by Advanced Mobility Group which shows that there is sufficient parking available to meet the greatest parking demands of all tenants within the project; and 2) due to sufficient on -site parking it is not anticipated that there will be any overflow parking that would adversely affect an adjacent use. D. The proposed use, as conditioned, will not be rious to property or improvements HI the neighborhood in that: 1) proposed hotel will include a parking structure that, in conjunction with the ground -level parking, will be adequate parking to meet the greatest parking demands of all tenants within the project; and 2) the establishment of the commercial uses will be done in accordance with all applicable Building and Fire Codes and local ordinances. E. There are adequate provisions for public acces(z, water sanitation, and public utilities and services to ensure that the proposed use and related structures would not be detrimental to the public health, safety and welfare in that: 1) the proposed building is located in a developed commercial area of Downtown Dublin; 2) the project will be served by existing public roadways including Dublin Boulevard and Regional Street; and 3) the project will be served by existing public utilities and services including water and sanitation. F. The subject site is physically suitable for the type, density and intensity of the use and related structures being proposed in that: 1) the project is located in the Downtown Dublin Zoning District, which allows for a variety of uses including hotels, offices, restaurants, and retail; 2) adequate signage will be placed within the project site to delineate the location of shared parking spaces; and 3) the project's proposed use types and transit oriented location indicate the proposed on -site parking supply would adequately serve the expected parking demand. G. The proposed use will not be contrary to the specific intent clauses, development regulations, or performance standards established for the zoning district in which it is located in that: 1) the proposed hotel will contribute to the vibrate commercial area of Downtown Dublin and provide a service to the residents of the City and its visitors; and 2) as conditioned, the proposed will comply with the development standards and performance standards established for the Downtown Dublin Zoning District. H. The proposed use is consistent with the Dublin General Plan and with any applicable Specific Plans in that: 1) the General Plan and Specific Plan Land Use designation is Downtown Dublin — Transit -Oriented District which includes, but is not limited to, hotels, offices, retail, restaurants, multi -family residential, and the proposed use will not be contrary to these standards. BE IT FURTHER RESOLVED that the Planning Commission of the City of Dublin hereby approves the Site Development Review Permit, Minor Use Permit, and Heritage Tree Removal Permit for the proposed project, subject to the conditions: CONDITIONS OF APPROVAL: Unless stated otherwise, all Conditions of Approval shall be complied with prior to the issuance of building permits or establishment of use and shall be subject to Planning Department review and approval. The following codes represent those departments/agencies responsible for monitoring compliance of the conditions of approval. [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. WHEN REQ'D AGENCY Prior to: 1. Approval — Site Development Review Permit. This Site PL On -going Development Review Permit approval is for the Cambria Hotel (PLPA-2019-00020). This approval shall be as generally depicted and indicated on the project plans prepared by DesignCell dated November 22, 2019, attached as Exhibit A, and other plans, text, and diagrams relating to this Site Development Review Permit, unless modified by the Conditions of Approval contained herein. 2. Approval — Minor Use Permit. This Minor Use Permit PL On -going ("MUP" or "Permit") approval to allow a parking reduction for shared parking (PLPA-2019-00044), located at 7950 Dublin Boulevard (APN 941-1500-037-00). The approval shall be as provided in the Technical Memorandum ("Parking Study") prepared by Advanced Mobility Group dated September 30, 2019, attached as Exhibit B, and as specified by the following Conditions of Approval for this project. 3. Permit Expiration. Construction or use shall commence PL One Year After within one (1) year of the effective date of this Permit or the Effective Date Site Development Review/MUP 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 CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: 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 the Zoning Ordinance. 4. Time Extension, The Community Development Director PL Prior to permit may grant an extension of the approval for a period not to expiration exceed twelve (12) months, upon the Applicant's written request prior to expiration, and the determination that all Conditions of Approval remain adequate and all applicable findings of approval will continue to be met. The Director of Community Development may grant a maximum of two extensions of approval, and additional extensions may be ranted by the original decision maker. 5. Compliance. Developer shall comply with the Subdivision PL, PW On -going Map Act, the City of Dublin Subdivision and Zoning Ordinances, City of Dublin Title 7 Public Works Ordinance, which includes the Grading Ordinance, 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 issuance. 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), 6. Effective Date. This Site Development Review Permit PL On -going approval becomes effective only after the Community Benefit Agreement associated with the project is approved by the City Council, 7. Revocation of Permit. The Site Development Review PL On -going Permit/MUP approval shall be revocable for cause in accordance with Section 8,96,020.1 of the Dublin Zoning Ordinance. Any violation of the terms or conditions of this permit shall be subject to citation. 8. Requirements and Standard Conditions. The Applicant/ Various Building Permit Developer shall comply with applicable City of Dublin Fire Issuance 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 Applicant/Developer shall supply written statements from each such agency or department, where applicable, to the Planning Department, indicating that all applicable conditions required have been or will be met. 9. Required Permits. The Applicant/Developer shall obtain PW Building Permit all permits required by other agencies which may include, Issuance but are not limited to Alameda County Environmental CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to. Health, Alameda County Flood Control and Water Conservation District (Zone 7), California Department of Fish and Wildlife, Army Corps of Engineers, Regional Water Quality Control Board, Caltrans, or other regional/state agencies as required by law, as applicable. Copies of the permits shall be provided to the Public Works Department, 10. Fees. The Applicant/Developer shall pay all applicable fees Various Grading in effect at the time of building permit issuance, including, Permit, and but not limited to: Planning fees; Building fees; Dublin San Building Permit Ramon Services District fees; Public Facilities fees; City of Issuance Dublin Fire fees; Noise Mitigation fees; Inclusionary House In -Lieu fees; Alameda County Flood and Water Conservation fees. 11. Zone 7 Impervious Surface Fees. The ADM Building Permit Applicant/Developer shall complete a "Zone 7 Impervious Issuance Surface Fee Application" and submit an accompanying exhibit for review by the Public Works Department. Fees generated by this application will be due at issuance of building permit. 12. Indemnification. The Applicant/Developer shall defend, ADM On -going 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 65009 or other applicable law; provided, however, that the Applicant's/Developer's duty to so defend, indemnify, and hold harmless shall be subject to the City's promptly notifying the Applicant/Developer of any said claim, action, or proceeding and the City's full cooperation in the defense of such actions or proceedings. 13. Clarification of Conditions. In the event that the parties PL/PW On -going agree 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 Applicant/Developer to fulfill needed improvements or mitigations resulting from impacts of this project. 14. Clean-up. The Applicant/Developer shall be responsible PL On -going for clean-up and disposal of project related trash to maintain a safe, clean, and litter -free site. 15. Modifications. Modifications or changes to this Site PL On -going Development Review Permit approval may be considered by the Community Development Director in compliance with Chapter 8.104 of the Zoning Ordinance. 16. Controlling Activities. The Applicant/Developer shall PL On -going CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: control all activities on the project site so as not to create a nuisance to the existing or surrounding businesses and residences. 17. Accessory Structures/Construction. The use of any PL Establishment of accessory structures, such as storage sheds or the Temporary trailer/container units used for storage or for any other Use purpose during construction, shall not be allowed on the site at any time unless a Temporary Use Permit is applied for and approved. 18. Property Maintenance. The Applicant/Developer and PL On -going property owner shall be responsible for maintaining the site in a clean and litter free condition during construction and through completion. Per the City of Dublin Non -Residential Property Maintenance Ordinance, DMC Section 5,64,050, the Applicant/ Property Owner shall maintain the building, site and all signage in good condition and shall keep the site clear of trash, debris and graffiti vandalism on a regular and continuous basis. PLANNING DIVISION = PROJECT SPECIFIC — SITE DEVELOPMENT REVIEW 19. Equipment Screening. All electrical, fire risers and/or PL Building Permit mechanical equipment shall be screened from public view. Issuance Any roof -mounted equipment shall be completely screened and from view by materials architecturally compatible with the On -going building and to the satisfaction of the Community Development Director. The building permit plans shall show the location of all equipment and screening for review and approval by the Director of Community Development. 20. Public Art, The Applicant/Developer intends to acquire PL Building Permit and install public art on the project site in accordance with Issuance Chapter 8.58 of the Dublin Municipal Code. The value of and the public art project is required to equal or exceed 0.5 Occupancy percent of the building valuation (exclusive of land) for the entire hotel project. The Building Official will determine the building valuation at the time of Plan Check submittal for the first building permit on -site. An agreement that sets forth the ownership, maintenance responsibilities, and insurance coverage for all public art on -site shall be executed prior to occupancy. All public art installations are subject to approval of the City Council upon recommendation by the Heritage and Cultural Arts Commission, 21. Bike Racks. The bike racks shall have two points of PL, PW Landscape Plan connection as required by the Bicycle and Pedestrian Approval Master Plan, 22. Parking. Parking shall be provided as stated in the PL Building Permit approved Minor Use Permit for shared parking (PLPA. Issuance and 2019-00044) On -going 23. Master Sign Program. A Master Sign Program shall be PL Installation of reviewed and approved for all project -related signage any project - including, but not limited to, wall signs, monument signs, related signage community identification signage, address signage, directional signage, parking signage, speed limit signage, retail tenant signage, and other signage deemed necessary by the City, All signs shown in the Project Plans are for CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: illustrative purposes only and the full details of the sign sizes, materials, and construction shall be shown in the separate sin package. PLANNING DIVISION - PROJECT SPECIFIC — MINOR USE PERMIT 24. Options 1 and 3 as provided in the Parking Study utilize the PL Ongoing parking field adjacent to Dublin Boulevard (associated with the former Hooter 's building). At such time that a Site Development Review Permit is approved for development on this portion of the site that modifies the former Hooter's building configuration and/or use, Options 1 and 3 that utilize this parking field shall be reevaluated. PLANNING DIVISION - PROJECT SPECIFIC — HERITAGE TREE REMOVAL PERMIT 25. Tree removal authorized under this Heritage Tree Removal PL Tree Removal Permit shall not occur during the bird breeding season of February 1 to August 15. If tree removal must occur during the bird breeding season, the on -site heritage trees shall be surveyed by a qualified biologist to verify the presence or absence of nesting raptors or other birds. Pre -construction surveys shall be conducted within 15 days prior to the start of work and shall be submitted to the City for review and approval. If the surveys show the absence of nesting raptors or other birds, tree removal may proceed. If the survey indicates the potential presence of nesting raptors or other nesting birds, the trees shall not be removed until the young have successfully fledged, such that nesting birds are not present. 26. The applicant shall work with staff to find possible solutions PL Building Permit that would protect the two heritage redwood trees provided, or Grading however, that no changes to the hotel footprint would be Permit Issuance required. DOWNTOWN DUBLIN SPECIFIC PLAN MITIGATION MEASURES 27. MM 3.3-1: Project applicants shall consult with a registered PL Building Permit geotechnical engineer to prepare a design level Issuance geotechnical report that addresses the affects [sic] of seismic ground shaking and includes a quantitative evaluation of liquefaction and liquefaction -induced lateral spreading for future development in the DDSP project area. The design level geotechnical report shall specify foundations and structural elements that are designed to resist forces and potential ground settlement for liquefaction and lateral spreading. This report shall be submitted in conjunction with a Building Permit application. 28. MM 3.4-2: Future development or substantial PL Building Permit redevelopment within the project area shall prepare a Issuance Phase I Environmental Site Assessment to determine whether or not a particular development site contains any hazardous materials as a result of historic contamination within the project area subject to review and approval by the City of Dublin. In the event that the Phase I recommends subsequent testing, the potential health risks shall be evaluated and a work plan prepared to remediate the soil and/or groundwater in accordance with all applicable federal, state, and local regulations. This assessment shall be submitted to the City in conjunction CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to.a with the Building and Grading/Site work permit and shall be found acceptable by the City prior to ground disturbance. 29. MM 3.5Aa: Prior to issuance of grading permit, the project PL/PW Site Work proponent shall file a Notice of Intent as required by (Grading) Permit Regional Water Quality Control Board regarding storm water discharges associated with construction activities. Upon completion of construction activities, a Notice of Termination shall be filed. MM 3.5-1 b: Prior to issuance of any building or grading permits, a Storm Water Pollution Prevention Plan (SWPPP) shall be prepared by the project contractors and submitted to the Regional Water Quality Control Board for review and comment and to the City of Dublin in conjunction with the Building/Grading/Site work permit and shall be found to be acceptable by the City prior to ground disturbance. The SWPPP shall be prepared to Regional Water Quality Control Board standards and Alameda Countywide Clean Water Program requirements, and shall identify erosion minimization and control provisions, pollution detection provisions, and pollution elimination/ minimization provisions appropriate to the development project and its site for construction and post -construction activities. The SWPPP shall include best available technology, engineering, and design solutions such as the use of silt screens, hay bales, modern trash screens, energy dissipaters, and/or absorbent devices. Stormwater runoff water quality monitoring procedures shall be clearly detailed in the SWPPP. 30. MM 3.7-1a: Project applicants within the project area shall PL/PW Building Permit prepare a construction noise management plan that Issuance identifies measures to be taken to minimize construction noise on surrounding sensitive receptors (e.g. residential uses and schools) and includes specific noise management measures to be included into project plans and specifications subject to review and approval by the City. These measures shall I include, but not be limited to the following: • 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 AM and 5:30 PM except as otherwise approved by the City Engineer. • All construction equipment shall be equipped with mufflers and sound control devices (e.g., intake silencers and noise shrouds) no less effective than those provided on the original equipment and no equipment shall have an un-muffled exhaust. • The City shall require that the contractor maintain and tune-up all construction equipment to minimize noise emissions. • Stationary equipment shall be placed so as to maintain the greatest possible distance to the sensitive receptors, CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: • All equipment servicing shall be performed so as to maintain the greatest possible distance to the sensitive receptors. • The construction contractor shall provide an on -site name and telephone number of a contact person. In the event that construction noise is intrusive to an educational process, the construction liaison will revise the construction schedule to preserve the learning environment. • Select demolition methods to minimize vibration, where possible (e.g., sawing masonry into sections rather than demolishing it by pavement breakers). MM 3.7-1 b: Should the proposed project require off -site import/export of fill material during construction, trucks shall utilize a route that is least disruptive to sensitive receptors, preferably major roadways (Interstate 580, Interstate 680, San Ramon Road, Dublin Boulevard, and Amador Valley Boulevard). Construction trucks should, to the extent practical, avoid the weekday and Saturday a.m. and p.m. peak hours (7:00 a.m. to 9:00 a.m. and 4:00 p.m. to 6:00 m.. 31. MM 3.7-3: Future development within the DDSP project PL Building Permits area that is located adjacent to Highway 580; Amador Plaza Issuance (between Dublin Boulevard and Saint Patrick Way); and Dublin Boulevard (between Amador Plaza Road and Village Parkway; between Regional Street and Golden Gate Drive and between San Ramon Road and Regional Street) shall prepare a site -specific acoustical analysis subject to review and approval by the City of Dublin. The acoustical analysis prepared for future development shall evaluate resultant noise impacts in comparison to the City's noise criteria for Land Use Compatibility for Community Noise Environments. Feasible project specific mitigation measures shall be required as part of the project design to reduce noise impacts at future noise sensitive land uses, including but not limited to the following: 1) site design; 2) operational restrictions; 3) barriers; 4) setbacks; and 5) insulation. No development permits or approval of land use applications shall be issued until the acoustical analysis is received and approved by City staff and any project design features are incorporated into the future development project. LANDSCAPING 32. Final Landscape and Irrigation Plans. Final landscape PL Landscape Plan plans, irrigation system plans, tree preservation techniques, Approval and and guarantees, shall be reviewed and approved by the Installation Dublin Planning Division prior to the issuance of the building permit. All such submittals shall be reviewed and approved by the City Engineer and the Community Development Director. The Final Landscape Plans shall ensure: a. That plant material is utilized which will be capable of healthy growth within the given range of soil and CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: 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. That unless unusual circumstances prevail, all trees on the site shall be a minimum of 15 gallons in size. All trees that are on the exterior building perimeter shall be 24-inch box minimum, with at least 30 percent at 36- inch box or greater. All shrubs shall be five gallon minimum. d. That a plan for an automatic irrigation system be provided which assures that all plants get adequate water. In unusual circumstances, and if approved by staff, a manual or quick coupler system may be used. e. That concrete curbing is to be used at the edges of all planters and paving surfaces where applicable. f. That all cut and fill slopes conform to the conditions detailed in the Site Development Review Permit packet. g. That a guarantee from the owners or contractors shall be required guaranteeing all shrubs and ground cover, all trees, and the irrigation system for one year. h. That a permanent maintenance agreement on all landscaping will be required from the owner insuring regular irrigation, fertilization and weed abatement, if applicable. 33. Landscaping at Street/Drive Aisle Intersections, PL On -going Landscaping shall not obstruct the sight distance of motorists, pedestrians or bicyclists. Except for trees, landscaping (and/or landscape structures such as walls) at drive aisle intersections shall not be taller than 30 inches above the curb. Landscaping shall be kept at a minimum height and fullness giving patrol officers and the general public surveillance capabilities of the area. 34. Plant Clearances. All trees planted shall meet the PL Landscape Plan following clearances: Approval and a. Six feet from the face of building walls or roof eaves. Installation b. Seven feet from fire hydrants, storm drains, sanitary sewers and/or gas lines. c. Five feet from top of wing of driveways, mailboxes, water, telephone and/or electrical mains d. Fifteen feet from stop signs, street or curb sign returns. e. Fifteen feet from either side of street lights, 35. Landscaping. Applicant/Developer shall construct all PL, PW Landscape Plan landscaping within the site and along the project frontage Approval and within the site. Installation 36. Backflow Prevention Devices. The Landscape Plans shall PL, PW, F Landscape Plan show the location of all backflow prevention devises. The Approval and location and screening of the backflow prevention devices Installation shall be reviewed and approved by City staff. 37. Root Barriers and Tree Staking. The Plans PL, PW Landscape Plan -Landscape CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to. shall provide details showing root barriers and tree staking Approval and will be installed which meet current City specifications, Installation 38. Water Efficient Landscaping Ordinance. The PL Landscape Plan Applicant/Developer shall submit written documentation to Approval and the Public Works Department (in the form of a Landscape Installation Documentation Package and other required documents) that the development conforms to the City's Water Efficient Landscaping Ordinance. 39. Landscaping at Trash Enclosure. Landscaping shall PL Landscape Plan provide adequate screening of the trash enclosure through Approval and the use of shrubs, vines, etc. Installation 40. The trees within the Project site along San Ramon Road PL Landscape Plan and 1.580 off ramp shall be Chinese pistache. Approval and Installation 41. Trees with the Parking Area. The proposed London plane PL Landscape Plan trees shall be replaced with evergreen trees with less root Approval and damage potential in narrow parking lot planters. Installation BUILDING AND SAFETY DIVISION 42. Building Codes and Ordinances. All project construction B Through shall conform to all building codes and ordinances in effect Completion at the time of building permit. 43. Construction Drawings. Construction plans shall be fully B Building Permit dimensioned (including building elevations) accurately Issuance 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. 44. Building Permits. To apply for building permits, B Building Permit Applicant/Developer shall submit electronic drawings and Issuance specifications, and the number of hard copies - as determined by the Chief Building Official - 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, 45. As -Built Drawings. All revisions made to the building plans B Occupancy during the project shall be incorporated into an "As Built" electronic file and submitted prior to the issuance of the final occupancy, 46. Addressing. B 1. Release of 1. A site plan shall be provided with the City of Dublin's Addresses address grid overlaid on the plans (1 to 30 scale). All exterior door openings shall be highlighted on plans (front, rear, etc.). Three copies on full size sheets and 2. Permitting five copies reduced sheets. 2. Address si na a shall be provided as per the Dublin CONDITION TEXT RESPON, WHEN REQ'D AGENCY Prior to. Commercial Security Code. 3. Occupancy 3. Address shall be required on all doors leading to the exterior of the building. Addresses shall be illuminated and be able to be seen from the street, four inches in height minimum. 4. The architectural plans shall include a proposed room / suite number plan, 47. Engineer Observation. The Engineer of Record shall be B Scheduling Final retained to provide observation services for all components Frame of the lateral and vertical design of the building, including Inspection 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, 48. Foundation, Geotechnical Engineer for the soils report B Permit Issuance shall review and approve the foundation design. A letter shall be submitted to the Building Division on the approval. 49. CASp Reports. Applicant shall obtain the services of a B Permitting and Certified Access Specialist for the review of the construction Occupancy drawings and inspections for the building interior and site exterior. A written report shall be submitted to the City prior to approval of the permit application. Additionally, a written report shall be submitted to the City Building Inspector prior to scheduling the final inspection, 50. Air Conditioning Units. Air conditioning units and B Occupancy of ventilation ducts shall be screened from public view with Building materials compatible to the main building and shall not be roof mounted. Units shall be permanently installed on concrete pads or other non -movable materials approved by the Chief Building Official and Director of Community Development, 51. Plumbing Fixture Count. The plumbing fixture count (e.g., B Permitting water closets, lavatories, urinals, drinking fountains) shall meet the minimum requirements for the use as regulated by the CA Plumbing Code, Tables A and 422.1. 52. Cool Roofs — CA Energy Code. Flat roof areas shall have B Through their roofing material coated with light colored gravel or Completion painted with light colored or reflective material designed for cool roofs. 53. Solar Zone — CA Energy Code. The location and B Through orientation of the Solar Zone shall be shown on the site Completion plan. This condition of approval will be waived if the project meets the exceptions provided in the CA Energy Code, 54. Accessible Parking. The design, location and number of B Through required accessible parking stalls shall be as required by Completion the CA Building Code. 55. Green Parking. The design and number of clean air/ EV B Through ready stalls shall be as required by the CA Green Building Completion Standards Code. 56. FEMA — Floodplain. The project is currently shown to be B Prior to in a floodplain. The applicant shall submit either a letter of Permitting map amendment, letter of map change or letter of map revision prior to permitting. If the site has not been CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: removed from the floodplain by a letter, then elevation certificates will be required at the correct stages. 57. Temporary Fencing. Temporary construction fencing shall B Through be installed along perimeter of all work under construction Completion 58. Copies of Approved Plans. Applicant shall provide the B 30 Days After City with one reduced (1/2 size) copy of the City of Dublin Permit and Each stamped approved plans. Revision Issuance FIRE DEPARTMENT 59. No fire service lines shall pass beneath buildings. F Approval of Improvement Plans 60. New Fire Sprinkler System and Monitoring F Building Permit Requirements. In accordance with the Dublin Fire Code, Issuance fire sprinklers shall be installed in the building. The system shall be in accordance with the NFPA 13, 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. 1. Sprinkler Plans. (Deferred Submittal Item). Submit detailed mechanical drawings of all sprinkler modifications, including cut sheets, listing sheets and calculations to the Fire Department for approval and permit prior to installation. 2. Sprinkler System Components. All sprinkler system components shall remain in compliance with the applicable N.F.P.A. 13 Standard, the CA Fire Code and the CA Building Code. 3, Underground Plans. (Deferred Submittal Item). Submit detailed shop drawings for the fire water supply system, including cut sheets, listing sheets and calculations to the Fire Department for approval and permit prior to installation. All underground and fire water supply system components shall be in compliance with the applicable N.F.P.A. 13, 241 20, 22 Standards, the CA Fire Code and the CA Building Code. The system shall be hydrostatically tested and inspected prior to being covered. Prior to the system being connected to any fire protection system, a system flush shall be witnessed by the Fire Department, 4, Central Station Monitoring. Automatic fire extinguishing systems installed within buildings shall have all control valves and flow devices electrically supervised and maintained by an approved central alarm station. Zoning and annunciation of central station alarm signals shall be submitted to the Fire Department for approval. 5. Fire Protection Equipment. Fire protection equipment shall be identified with approved signs constructed of durable materials, permanently installed CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: and readily visible. 61. Fire Access During Construction. F During 1. Fire Access. Access roads, turnaround, pullouts, and Construction fire operation areas are fire lanes and shall be maintained clear and free of obstructions, including the parking of vehicles. 2. Entrances. Entrances to job sites shall not be blocked, including after hours, other than by approved gates/barriers that provide for emergency access. 3. Site Utilities. Site utilities that would require the access road to be dug up or made impassible shall be installed prior to construction commencing. 4. Fire Lane. Entrance flare, angle of departure, width, turning radii, grades, turnaround, vertical clearances, road surface, bridges/crossings, gates/key-switch, within a 150-foot distance to Fire Lane shall be maintained. 5. Personnel Access. Route width, slope, surface and obstructions must be considered for the approved route to furthermost portion of the exterior wall. 6. AII-Weather Access. Fire access is required to be all- weather access. Show on the plans the location of the all-weather access and a description of the construction. Access roads must be designed to support the imposed loads of fire apparatus. 62. Fire Alarm Detection System. A fire alarm detection F Occupancy system shall be installed throughout the building so as to provide full property protection, including combustible concealed spaces, as required by NFPA 72. The system shall be installed in accordance with NFPA 72, CA Fire, Building, Electrical, and Mechanical Codes. If the system is intended to serve as an evacuation system, compliance with the horn/strobe requirements for the entire building must also be met. All automatic fire extinguishing systems shall be interconnected to the fire alarm system so as to activate an alarm if activated and to monitor control valves. Delayed egress locks shall meet requirements of C.F.C. 1. Fire Alarm Plans. (Deferred Submittal Item). Submit detailed drawings of the fire alarm system, including floor plan showing all rooms, device locations, ceiling height and construction, cut sheets, listing sheets and battery and voltage drop calculations to the Fire Department for review and permit prior to the installation. Where employee work areas have audible alarm coverage, circuits shall be initially designed with a minimum 20 percent spare capacity for adding appliances to accommodate hearing impaired employee's. 2. Central Station Monitored Account. Automatic fire alarm systems shall be monitored by an approved central alarm station. Zoning and annunciation of CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to.a central station alarm signals shall be approved by the Fire Department. 3. Qualified Personnel. The system shall be installed, inspected, tested, and maintained in accordance with the provisions of NFPA 72. Only qualified and experienced persons shall perform this work. Examples of qualified individuals are those who have been factory trained and certified or are NICET Fire Alarm Certified, 4. Inspection and Testing Documentation. Performance testing of all initiating and notification devices in the presence of the Fire Inspector shall occur prior to final of the system. Upon this inspection, proof that the specific account is UL certified must be provided to the Fire Inspector, 63. Fire Extinguishers. Extinguishers shall be visible and F Occupancy unobstructed. Signage shall be provided to indicate fire extinguisher locations. The number and location of extinguishers shall be shown on the plans. Additional fire extinguishers maybe required by the fire inspector. Fire extinguisher shall meet a minimum classification of 2A 1013C. Extinguishers weighing 40 pounds or less shall be mounted no higher than five feet above the floor measured to the top of the extinguisher. Extinguishers shall be inspected monthly and serviced by a licensed concern annually. 64. Building Key Box. A Fire Department key box shall be F Occupancy 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 key and elevator control keys shall also be installed in the box. The key box door and necessary keys shall be provided to the Fire Inspector upon the final inspection. The inspector will then lock the keys into the box. 65. Means of Egress. Exit signs shall be visible and F Occupancy illuminated with emergency lighting when building is occupied. 66. Main Entrance Hardware Exception. It is recommended F Occupancy that all doors be provided with exit hardware that allows exiting from the egress side even when the door is in the locked condition. However, an exception for A-3, B, F, M, S occupancies and all churches does allow key -locking hardware (no thumb -turns) on the main exit when the main exit consists of a single door or pair of doors. When unlocked the single door or both leaves of a pair of doors must be free to swing without operation of any latching device. A readily visible, durable sign on or just above the door stating "This door to remain unlocked whenever the building is occupied" shall be provided. The sign shall be in CONDITION TEXT RESPON, WHEN REQ'D AGENCY Prior to: letters not less than one -inch high on a contrasting background. The use of this exception may be revoked for cause. 67. Maximum Occupant Load. Posting of room capacity is F Occupancy required for any occupant load of 50 or more persons. Submittal of a seating plan on 8.5" x 11 paper is required prior to final occupancy. 68. Interior Finish. Wall and ceiling interior finish material shall F Occupancy meet the requirements of Chapter 8 of the California Fire Code. Interior finishes will be field verified upon final inspection. If the product is not field marked and the marking visible for inspection, maintain the products cut - sheets and packaging that show proof of the products flammability and flame -spread ratings. Decorative materials shall be fire retardant. 69. General Inspection. Upon inspection of the work for which F Occupancy this submittal was provided, a general inspection of the business and site will be conducted. 70. Addressing. Addressing shall be illuminated or in an F Occupancy 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 address shall be high enough on the building to be clearly visible from the driveway, street or parking area it faces even when vehicles are parked in front of the tenant space. The address shall not be less than 5- inches in height with a'/z-inch stroke. 71. Fire Safety During Construction and Demolition. F On -going 1. 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. 2. 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. 3. Combustible debris, rubbish and waste material shall be removed from buildings at the end of each shift of work. 4. Flammable and combustible liquid storage areas shall be maintained clear of combustible vegetation and waste materials. DUBLIN SAN RAMON SERVICES DISTRICT 72. Fcomplete improvement plans shall be submitted to DSRSD DSRSD Issuance of CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: that conform to the requirements of the Dublin San Ramon Building Permits 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, 73. Planning and review fees, inspection fees, and fees DSRSD Issuance of associated with a wastewater discharge permit shall be Building Permit paid to DSRSD in accordance with the rates and schedules or Improvement and at time of payment as established in the DSRSD Code. Plans Planning and review fees are due after the 1st submittal of plans. Construction Permit and Inspection Fees are due prior to the issuance of a Construction Permit. Capacity Reserve Fees are due before the water meter can be set or the connection to the sewers stem. 74. All improvement plans for DSRSD facilities shall be DSRSD Building Permit signed by the District Engineer. Each drawing of Issuance by improvement plans for DSRSD facilities shall City; or Building contain a signature block for the District Engineer Permit or indicating approval of the sanitary sewer and/or Construction water facilities shown. Prior to approval by the Permit Issuance District Engineer, the applicant shall pay all required by DSRSD DSRSD fees, and provide an engineer's estimate of construction costs for the sewer and water systems, a faithful performance 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. 75. All easement dedications for DSRSD facilities shall be by DSRSD Formal separate instrument irrevocably offered to DSRSD. Acceptance 76. All mains shall be sized to provide sufficient capacity to DSRSD Issuance of accommodate future flow demands in addition to each Improvement development project's demand. Layout and sizing of mains Plans shall be in conformance with DSRSD utility master planning. 77. The locations and widths of all proposed easement DSRSD Issuance of dedications for water and sewer lines shall be submitted to Improvement and approved by DSRSD. Plans 78. Water and sewer mains shall be located in public streets DSRSD Issuance of rather than in off-street locations to the fullest extent Improvement possible. If unavoidable, then sewer or water easements Plans must be established over the alignment of each sewer or water main in an off-street or private street location to provide access for future maintenance and/or replacement. 79. Domestic and fire protection waterline systems for DSRSD Issuance of commercial developments shall be designed to be looped Improvement or interconnected to avoid dead end sections in accordance Plans with requirements of the DSRSD Standard Specifications and sound engineering ractice. 80. Sewers shall be designed to operate by gravity flow to DSRSD Issuance of DSRSD's existing sanitary sewer system. Pumping of Improvement sewage is discouraged and may only be allowed under Plans extreme circumstances following a case by case review CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: 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. 81. This project will be analyzed by DSRSD to determine if it DSRSD Issuance of represents additional water and/or sewer capacity demands Building Permit on the District. Applicant will be required to pay all incremental capacity reserve fees for water and sewer services as required by the project demands. All capacity reserve fees must be paid prior to installation of a water meter for water. If a water meter is not required, the capacity reserve fee shall be paid prior to issuance of a building permit. The District may not approve the building permit until capacity reserve fees are paid. 82. No sewer line or waterline construction shall be permitted DSRSD Issuance of any unless the proper utility construction permit has been Construction issued by DSRSD. A construction permit will only be Permit issued after all of the items in the condition immediately above have been satisfied. 83. Above ground backflow prevention devices/double detector DSRSD Issuance of check valves shall be installed on fire protection systems Improvement connected to the DSRSD water main. The Applicant shall Plans collaborate with the Fire Department and with DSRSD to size and configure its fires stem. 84. If trash enclosures are required to drain to the sanitary DSRSD Issuance of sewer system, grease interceptors shall be installed within Improvement the trash enclosure area. The trash enclosure shall be Plans roofed and graded to minimize rain water or stormwater from entering the trash enclosure. 85. District Code requires each parcel to have its own DSRSD Issuance of independent service for both water and wastewater. Improvement Independent connections to water and wastewater mains Plans are required for each parcel. Laterals shall not cross into adjacent parcels, 86. Sewer capacity allocation for parcels shall be determined DSRSD Issuance of per comments on the Lot Line Adjustment related to this Improvement project area. Please refer to those comments. Plans PUBLIC WORKS GENERAL CONDITIONS 87. Conditions of Approval. Applicant/Developer shall comply with the City of Dublin Public Works Standard Conditions of Approval contained below ("Standard Condition") unless PW On -going specifically modified by Project Specific Conditions of Approval below. PUBLIC WORKS — AGREEMENTS 88. Storm Water Treatment Measures Maintenance Agreement. Applicant/Developer shall enter into an Agreement with the City of Dublin that guarantees the PW Acceptance of property owner's perpetual maintenance obligation for all Improvements stormwater treatment measures installed as part of the project, including those on -site and within the public Rights CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: of Way. Said Agreement is required pursuant to Provision C.3 of the Municipal Regional Stormwater NPDES Permit, Order No. R2-2009-0074. 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. PUBLIC WORKS — PERMITS AND BONDS 89. Encroachment Permit. Applicant/Developer shall obtain an Encroachment Permit from the Public Works Department for all construction activity within the public right-of-way. At PW Permit Issuance the discretion of the City Engineer an encroachment permit for work specifically included in an Improvement Agreement may not be required. 90. Grading/Sitework Permit. Applicant/Developer shall obtain a grading permit from the Public Works Department for all grading. Applicant/Developer shall obtain a sitework PW Permit Issuance permit from the Public Works Department for all sitework. A separate grading permit is not necessary if grading will be included in the sitework permit submittal. 91. Security. Applicant/Developer shall provide faithful performance security to guarantee the grading improvements, as determined by the City Engineer (Note: PW Permit Issuance The performance security shall remain in effect until one year after final inspection). 92. Permits from Other Agencies. Applicant/Developer shall obtain all permits and/or approvals required by other agencies including, but not limited to: • Army Corps of Engineers • US Fish and Wildlife • Regional Water Quality Control Board • Federal Emergency Management Agency • California Department of Fish and Wildlife PW Permit Issuance • California Dept. of Transportation (Caltrans) • Bay Area Rapid Transit (BART) • Livermore-Amador Valley Transit Authority (LAVTA) • Tri-Valley-San Joaquin Valley Regional Rail Authority • Dublin San Ramon Services District (DSRSD) • Alameda County Flood Control and Water Conservation District Zone 7 (Zone 7) PUBLIC WORKS — SUBMITTALS 93. Improvement Plan Submittal Requirements. All submittals of plans shall comply with the requirements of the "City of Dublin Public Works Department Improvement Plan Submittal Requirements", the "City of Dublin Improvement Plan Review Check List," and current Public Grading or Works and industry standards. A complete submittal of PW Sitework Permit improvement plans shall include all civil improvements, joint Issuance trench, street lighting and on -site safety lighting, landscape plans, and all associated documents as required. Applicant/Developer shall not piecemeal the submittal by submitting various components separately. CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: 94. Improvement Plan Requirements from Other Agencies. Applicant/Developer will be responsible for submittals and reviews to obtain the approvals of all participating non -City PW Grading or Sitework Permit agencies, including but not limited to: the Alameda County Issuance Fire Department and the Dublin San Ramon Services District. 95. Composite Exhibit. Construction plan set shall include a Composite Exhibit showing all site improvements, utilities, Grading or landscaping improvements and trees, etc, to be constructed PW Sitework Permit to ensure that there are no conflicts among the proposed Issuance and existing improvements, 96. Geotechnical Report. Applicant/Developer shall submit a Design Level Geotechnical Report for the property owned Grading or by Applicant/Developer, grading and additional information PW Sitework Permit and/or clarifications as determined by the City Engineer, Issuance 97. Ownership and Maintenance of Improvements. Applicant/Developer shall submit an Ownership and Maintenance Exhibit for review and approval by Planning Grading or Division and Public Works Department. Terms of PL, PW Sitework Permit maintenance are subject to review and approval by the City Issuance Engineer. 98. Building Pads, Slopes and Walls. Applicant/Developer shall provide the Public Works Department with a letter from a registered civil engineer or surveyor stating that the Acceptance of building pads have been graded to within 0.1 feet of the PW grades shown on the approved Grading Plans, and that the Improvements top & toe of banks and retaining walls are at the locations shown on the approved Grading Plans, 99. Approved Plan Files. Applicant/Developer shall provide the Public Works Department a PDF format file of approved Acceptance of site plans, including grading, improvement, landscaping & PW Improvements irrigation, joint trench and lighting, 100. Master Files. Applicant/Developer shall provide the Public Works Department a digital vectorized file of the "master" files for the project, in a format acceptable to the City Engineer. Digital raster copies are not acceptable. The digital vectorized files shall be in AutoCAD 14 or higher PW Acceptance of drawing format. All objects and entities in layers shall be Improvements 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. PUBLIC WORKS - PARCEL MAP, EASEMENTS AND ACCESS RIGHTS 101. Dedications and Easements. All rights -of -way and easement dedications required by these conditions or PW Acceptance of determined necessary by the City Engineer shall be done Improvements by a separate instrument. 102. Emergency Vehicle Access Easements. The Applicant/Developer shall dedicate Emergency Vehicle Access Easements (EVAE) over the clear pavement width PW Acceptance of of all drive aisles as required by the Alameda County Fire Improvements Department and City Engineer. 103. Granting of Easements. Applicant/Developer shall be PW Acceptance of CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: responsible for granting all on -site utility easements Improvements between parcels owned by Applicant/Developer. The Applicant/Developer shall prepare all required documentation for the granting of all easements on -site. The easements and/or rights -of -entry shall be in writing and copies furnished to the Public Works Department. 104. Approval by Others. The Applicant/Developer will be Grading or responsible for submittals and reviews to obtain the PW Sitework Permit approvals of all applicable non -City agencies. Issuance PUBLIC WORKS - GRADING 105. Grading Plan. The Grading Plan shall be in conformance with the recommendation of the Geotechnical Report for the property owned by Applicant/Developer, the approved Site Grading or Development Review Permit and the City design standards PW Sitework Permit and ordinances. In case of conflict between the soil Issuance engineer's recommendation and the City ordinances, the City Engineer shall determine which shall apply, 106. Geotechnical Engineer Review and Approval. The Project Geotechnical Engineer shall be retained to review Grading or all final grading plans and specifications. The Project PW Sitework Permit Geotechnical Engineer shall approve all grading plans prior Issuance to City approval, 107. Grading Off -Haul. 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 issuance of a grading permit. If the Developer does not own the parcel on Grading or which the proposed disposal site is located, the PW Sitework Permit Applicant/Developer shall provide the City with a Letter of Issuance 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. 108. Erosion Control Plan. A detailed Erosion and Sediment Control Plan shall be included with the Grading Plan Grading or submittal. The plan shall include detailed design, location, PW Sitework Permit and maintenance criteria of all erosion and sedimentation Issuance control measures. 109. Demolition Plan. The Applicant/Developer's Civil Engineer shall prepare a demolition plan for the project, which shall be submitted concurrent with the improvement plan package. The demolition plan shall address the following: • Pavement demolition, including streetlights and Grading or landscaped median islands. PW Sitework Permit • Landscaping and irrigation Issuance • Fencing to be removed and fencing to remain • Any items to be saved in place and or protected, such as trees, water meters, sewer cleanouts, drainage inlets or backflow prevention devices. PUBLIC WORKS - STORM DRAINAGE AND OTHER UTILITIES 110. On -Site Storm Drain System. Storm drainage for the 10- Grading or year storm event shall be collected on -site and conveyed PW Sitework Permit through storm drains to the public storm drain system. Issuance Show the size and location of existing and proposed storm CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: drains and catch basins on the site plan. Show the size and location of public storm drain lines and the points of connection for the on -site storm drains stem. 111. Hydrology and Hydraulics. Developer shall submit hydrology and hydraulic calculations for review and Grading or approval. Construction plan set shall show grate, invert and PW Sitework Permit hydraulic grade line information at all storm drain structures, Issuance slope and design flow at all storm drain pipes, 112. Drainage. Runoff from roofs, including the trash enclosure, Grading or shall be collected by roof drains and drain to stormwater PW Sitework Permit treatment areas. Issuance 113. Storm Drain Easements. Private storm drain easements and maintenance roads shall be provided for all private storm drains or ditches that are located on private property. Grading or The Applicant/Developer shall be responsible for the PW Sitework Permit acquisition of all storm drain easements from offsite Issuance property owners which are required for the connection and maintenance of all offsite storm drainage 'improvements, 114. Storm Drain Inlet Markers. All public and private storm drain inlets must be marked with storm drain markers that read: "No dumping, drains to creek," and a note shall be PW Acceptance of shown on the improvement plans. The markers may be Improvements purchased from the Public Work Department. 115. Fire Hydrants. Fire hydrant locations shall be approved by the Alameda County Fire Department. A raised reflector PW Acceptance of blue traffic marker shall be installed in the street opposite Improvements each hydrant and shown on the signing & striping Ian. 116. Dry Utility Locations. All electric, telephone, cable TV, and communications utilities, shall be placed underground Certificate of in accordance with the City policies and ordinances. All PW Occupancy or utilities shall be located and provided within public utility Acceptance of easements or public services easements and sized to meet Improvements utility company standards. 117. Utility Vaults and Boxes. All utility vaults, boxes, and structures, unless specifically approved otherwise by the City Engineer, shall be underground and placed in landscaped areas and screened from public view. Certificate of Landscape drawings shall be submitted to the City showing PW Occupancy or the location of all utility vaults, boxes, and structures and Acceptance of Improvements adjacent landscape features and plantings. The Joint Trench Plans shall be submitted along with the grading and/or improvement plans. PUBLIC WORKS - CONSTRUCTION 118. Erosion Control Implementation. The Erosion and Sediment Control Plan shall be implemented between October 1st and April 30th unless otherwise allowed in Start of writing by the City Engineer. The Applicant/Developer will PW Construction be responsible for maintaining erosion and sediment control and On -going measures for one year following the City's acceptance of the improvements. 119. Archaeological Finds. If archaeological materials are encountered during construction, construction within 100 PW Start of Construction feet of these materials shall be halted until a professional and On -going Archaeologist certified by the Society of California CONDITION TEXT RESPON, WHEN REQ'D AGENCY Prior to: 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. 120. Construction Activities. Construction activities, including the idling, maintenance, and warming up of equipment, shall be limited to Monday through Friday, and non -City holidays, between the hours of 7:30 a.m. and 6:00 p.m, except as Start of otherwise approved by the City Engineer. Extended hours PW Construction or Saturday work will be considered by the City Engineer on and On -going a case -by -case basis. Note that the construction hours of operation within the public right-of-way are more restrictive. 121. Temporary Fencing. Temporary construction fencing shall _ be installed along the construction work perimeter to separate the construction area from the public. All construction activities shall be confined within the fenced Start of area. Construction materials and/or equipment shall not be PW Construction and On -going operated/stored outside of the fenced area or within the public right-of-way unless approved in advance by the City Engineer. 122. Construction Noise Management Plan. Applicant/Developer shall prepare a construction noise management plan that identifies measures to minimize construction noise on surrounding developed properties. Start of The plan shall include hours of construction operation, use PW Construction and On -going as of mufflers on construction equipment, speed limit for needed construction traffic, haul routes and identify a noise monitor. Specific noise management measures shall be provided prior to project construction. 123. Traffic Control Plan. Closing of any existing public right of way pedestrian pathway and/or sidewalk during Start of construction shall be implemented through a City -approved PW Construction Traffic Control Plan and shall be done with the goal of and On -going as needed minimizing the impact on pedestrian circulation. 124. Construction Traffic Interface Plan. Applicant/Developer Start of shall prepare a plan for construction traffic interface with Construction; public traffic on any existing public street. Construction PW Implementation, traffic and parking may be subject to specific requirements and On -going as by the City Engineer, needed 125. Pest Control. Applicant/Developer shall be responsible for controlling any rodent, mosquito, or other pest problem due PW On -going to construction activities. PUBLIC WORKS - EROSION CONTROL AND STORMWATER QUALITY 126. Stormwater Treatment. Consistent with Provision C.3 of the Municipal Regional Stormwater NPDES Permit (MRP) Order No. R2-2015-0049, the Applicant/Developer shall Grading or submit documentation including construction drawings PW Sitework Permit demonstrating all stormwater treatment measures and Issuance h dromodification requirements as applicable are met. 127. NOI and SWPPP. Prior to any clearing or grading, Applicant/Developer shall provide the City evidence that a Start of Any Notice of Intent (NOI) has been sent to the California State PW Construction Water Resources Control Board per the requirements of the Activities NPDES. A copy of the Storm Water Pollution Prevention CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: Plan (SWPPP) shall be provided to the Public Works Department and be kept at the construction site. 128. SWPPP. The Storm Water Pollution Prevention Plan (SWPPP) shall identify the Best Management Practices SWPPP to be (BMPs) appropriate to the project construction activities. Prepared Prior The SWPPP shall include the erosion and sediment control to Grading measures in accordance with the regulations outlined in the Permit Issuance; most current version of the Association of Bay Area PW Implementation Governments (ABAG) Erosion and Sediment Control Prior to Start of Handbook or State Construction Best Management Construction Practices Handbook. The Applicant/Developer is and On -going as responsible for ensuring that all contractors implement all needed storm water pollution prevention measures in the SWPPP. 129. Stormwater Management Plan. A final Stormwater Management Plan shall be submitted for review and approval by the City Engineer. Approval is subject to the Applicant/Developer providing the necessary plans, details, Grading, and calculations that demonstrate the plan complies with PW Sitework, or the standards issued by the San Francisco Bay Regional Building Permit Water Quality Control Board and Alameda Countywide Issuance Clean Water Program. PUBLIC WORKS — OWSITE IMPROVEMENTS 130. Drive Aisle Width. The parking lot aisles shall be a Grading or minimum of 24 feet wide to allow for adequate on -site PW Sitework Permit vehicle circulation for cars, trucks, and emergency vehicles. Issuance 131. Curb Ramps and Pedestrian Walkways. All curb ramps shall include truncated domes and meet the most current City and ADA design standards applicable to the Project Grading or site. All curb ramp locations shall be clearly shown on site PW Sitework Permit plans and shall be subject to the Traffic Engineer's Issuance approval. Said work shall not be required on real property owned by the State of California. 132. Vehicle Parking. All on -site vehicle parking spaces shall conform to the following: 1. All parking spaces shall be double striped using four - inch white lines set two feet apart in accordance with City Standards and DMC 8.76.070.A.17. 2. Twelve -inch wide concrete step -out curbs shall be constructed at each parking space where one or both sides abut a landscaped area or planter. 3. Where wheel stops are shown, individual six-foot long Grading or wheel stops shall be provided within each parking PW Sitework Permit space in accordance with City Standards. Issuance 4. A minimum two -foot radius shall be provided at curb returns and curb intersections where applicable. 5. Parking stalls next to walls, fences and obstructions to vehicle door opening shall be an additional four feet in width per DMC 8.76.070.A.16. 6. Landscaped strips adjacent to parking stalls shall be unobstructed in order to allow for a minimum two -foot vehicular overhang at front of vehicles. 7. Any reduction of standard parking spaces to compact CONDITION TEXT RESPON, WHEN REQ'D AGENCY Prior to: spaces shall be in accordance with City Standards and DMC 8.76.050 and as approved by Traffic Engineer. Number of on -site parking spaces shall be in accordance with shared parking provisions of the shared parking analysis report prepared by AMG Consultants, dated September 30, 2019, under the Minor Use Permit (MUP 2019-00044). 133. On -site Signing and Striping Plan. A Traffic Signing and Striping Plan showing all p g g proposed signing and striping Grading within on -site parking lots and drive aisles, shall be PW Sitework Permit r submitted for review and approval by the City Engineer, Issuance 134. Photometrics. The Applicant/Developer shall provide a complete photometrics plan for both on -site and frontage Grading or roadways. Include the complete data on photometrics, PW Sitework Permit including the High, Average and Minimum values for Issuance illuminance and uniformity ratio. 135. Project signs. All proposed project monument signs shall be placed on private property. Signs should be located outside of any easement areas unless specifically approved Grading or by the City Engineer. Any signage allowed to be located in PW Sitework Permit an easement is subject to removal and replacement at the Issuance expense of the Developer/property owner if required by the easement holder. PUBLIC WORKS — SPECIAL CONDITIONS — SITE DEVELOPMENT REVIEW 136. Trash Enclosure. The trash enclosure shall meet all of the requirements set forth within the Dublin Municipal Code Section 7.98, including but not limited to providing sewer and water hook-ups. The improvement plans and/or Grading, building permit plans shall show additional information PW Sitework, or demonstrating these requirements are met. A pedestrian Building Permit accessible path of travel shall be provided for employees Issuance from the building to the trash enclosure in conformance with current accessibility requirements, 137. Drive Aisle Condition. Applicant/Developer shall evaluate the existing condition of the drive aisle and remove/replace Grading, damaged and hazardous pavement within the Project site PW Sitework, or and access easements. The final pavement condition shall Building Permit be subject to the City Engineer approval, Issuance 138. Pedestrian Walkway. Applicant/Developer shall provide a concrete walkway that connects to the adjacent office building walkway that meets the most current City and ADA Grading, design standards and shall be in conformance with the Sitework, or project plans prepared by DesignCell dated November 22, PW Building Permit 2019, attached as Exhibit A. This concrete walkway shall Issuance directly connect to the public sidewalk on Dublin Boulevard at the project entry driveway, 139. Bicycle Parking. Applicant/Developer shall install all bike lockers and bike racks in accordance with California Green Grading, Building Standards Code requirements. Both short-term Sitework, or and long-term needs shall be provided, and locations of the PW Building Permit bicycle parking shall be subject to the review and approval Issuance of the City Engineer, PUBLIC WORKS — SPECIAL CONDITIONS — MINOR USE PERMIT 140. 1 Access and Circulation. Applicant/Developer shall I PW Grading Permit, --7� CONDITION TEXT RESPON. WHEN REQ'D AGENCY Prior to: provide access and circulation improvements including but Sitework Permit, not limited to driveway design, parking layout, pedestrian or Building and bicycle circulation, drive aisle and removal/replacement Permit Issuance or grinding of damaged and hazardous pavement, 141. Shared Parking Study. Applicant/Developer shall adhere PW Ongoing to the recommendations and analysis proposed in the Technical Memorandum: Parking Study for Mixed -Used Development in Dublin dated September 30, 2019 by Advanced Mobility Group as it pertains to the Office Building and Hotel Development. Any subsequent reports or studies shall be subject to review and approval of the City Traffic Engineer. 142. Bicycle Parking. Applicant/Developer shall install the bike PW Grading Permit, lockers and bike racks in accordance with California Green Sitework Permit, Building Standards Code requirements. Both short term or Building and long-term needs shall be provided, and locations of the Permit Issuance bicycle parking shall be subject to the review and approval of the City Engineer, 143. Signing and Striping Plan. Applicant/Developer shall PW Grading Permit, provide a separate signing and striping plan on property Sitework Permit, owned by Applicant/Developer showing the sign locations or Building for the shared parking between the hotel and the office Permit Issuance building. Signs shall include guiding users to garage access from both the hotel and office building sites. PASSED AND ADOPTED BY the Planning Commission of the City of Dublin, on this 28th day of April 2020 by the following votes: AYES: Mittan, Benson, Thalblum, Kothari, Wright NOES: ABSENT: ABSTAIN: ATTEST: to t_' Assi tant Comm ity Development Director Planning Commission Chair HOTEL DUBLIN BLVD. DUBLIN, CA ENTITLEMENT PACKAGE DEFERRED SUBMITTALS 1. THE "DEFERRED ITEMS SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED & FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING WITHOUT ANY CORRECTIONS" 2. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL HAS APPORVED THEIR DESIGN AND SUBMITTAL DOCUMENTS. 3. THE ENGINEER(S) RESPONSIBLE FOR THE DESIGN OF THE DEFERRED SUBMITTAL ITEMS SHALL STAMP AND SIGN THOSE DRAWINGS AND CALCULATIONS FOR WHICH HE/SHE IS RESPONSIBLE. • CARBON MONOXIDE ALARMS CONCRETE MIX DESIGNS STAIRS, HANDRAILS, GUARDRAILS, AND THEIR COMPONENTS • SPRINKLER SYSTEM EXTERIOR CLADDING AND VENEER SUPPORT/ANCHORAGE OF MECH., ELECT., AND PLUMBING • SIGNAGE PACKAGE MASONRY GROUT AND MORTAR MIX DESIGNS EQUIPMENT AND COMPONENTS • ANCHOR TIEDOWN SYSTEM PREFABRICATED WOOD TRUSSES ELEVATORS "FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. BEFORE COMMENCING ANY WORK ON THE SPRINKLER SYSTEM, PLANS MUST BE SUBMITTED AND APPROVED BY THE BUILDING SAFTEY DIVISION. THE SYSTEM MUST BE INSPECTED AND APPROVED BY BUILDING SAFETY INSPECTION PRIOR TO A CERTIFICATE OF OCCUPANCY." FIRE DEPARTMENT DEFERRED SUBMISSIONS: • FULLY -AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH 2O16 CFC SECTION 903, AND NFPA 13, 2013 EDITION. • CLASS 1 STANDPIPE SYSTEM DESIGNED & INSTALLED IN ACCORDANCE WITH 2O16 CBC, SECTIONS 905.1 THROUGH 905.10 & NFPA 14, 2016 EDITION • COMPLETE FIRE ALARM AND DETECTION SYSTEM, DESIGNED AND INSTALLED IN ACCORDANCE WITH 2O16 CBC, SECTIONS 907.1 THROUGH 907.9 (WHICH INCLUDES ALL OTHER USES AND OCCUPANCY GROUPS ASSOCIATED WITH THIS PROJECT) & NFPA 72, 2016 EDITION. SPECIFY TYPE OF SYSTEM: MANUAL OR AUTOMATIC, COMBINATION AUTOMATIC / MANUAL ALARM & DETECTION SYSTEM, AND SPECIFY SPRINKLER MONITORING REQUIREMENTS IN ACCORDANCE WITH 2O16 CBC, 903.4 THROUGH 903.4.2. SWIMMING POOL PERMIT SUBMITTAL: 1. POOL DWGS INCLUDING ALL DETAILS 2. ACCESSIBLE CHAIR LIFT 3. POOL EQUIPMENT 4. POOL CHEMICALS 5. POOL SIGNAGE NOVEMBER 22,2019 SHEET INDEX COVER SHEET DR-1.1 SITE PLAN / SITE DATA DR-1.2 SITE SECTION DR-2.1 FLOOR PLAN - LEVEL 1 DR-2.2 FLOOR PLAN - LEVEL 2 DR-2.3 FLOOR PLAN - LEVEL 3 DR-2.4 FLOOR PLAN - LEVEL 4 DR-2.5 FLOOR PLAN - LEVEL 5 DR-2.6 FLOOR PLAN - LEVEL 6 DR-3.1 BUILDING ELEVATIONS DR-3.2 BUILDING ELEVATIONS DR-3.3 MATERIAL BOARD DR- 4.1 ROOF PLAN DR-5.1 HOTEL 3D VIEWS DR-5.2 HOTEL 3D VIEWS DR-6.1 CODE ANALYSIS DR-6.2 EGRESS PLAN- LEVEL 1 DR-6.3 EGRESS PLAN- LEVEL 2 DR-6.4 EGRESS PLAN- LEVEL 3 DR-6.5 EGRESS PLAN- LEVEL 4-6 Cl- COVER SHEET C2 -EXISTING CONDITIONS C3 -SECTIONS C4 -HORIZONTAL CONTROL PLAN C5 -PRELIMINARY UTILITY PLAN C6 -EROSION CONTROL PLAN C7- STORM WATER QUALITY CONTROL PLAN C8-AUTO TURN ANALYSIS L-1 PRELIMINARY LANDSCAPE PLAN L-2 LANDSCAPE IMAGES, PLANT LEGEND AND PLANT IMAGES L-3 PLANT IMAGES -SUN L-4 PLANT IMAGES -SHADE de ign .11 ARCHITECTURE 1725 VILLAGE CENTER CIRCLE, SUITE 110 LAS VEGAS NV 89134 T. 702 403-1575 WWW.DESIGN-CELL.COM PROJECT SUMMARY SITE SUMMARY AREA CALCULATIONS PARKING CALCULATIONS VICINITY MAP COMPLIANCE NAME HARDSCAPE AREA 11020 SF PERCENTAGE ° 29/0 THIS PROJECT CONSISTS OF SITE DEVELOPMENT FOR: - 2 STORY PARKING STRUCTURE AND 4 STORY, 138 KEYS HOTEL ABOVE IT. DESCRIPTION INFORMATION / REQUIREMENT PARCEL A EXISTING OFFICE BUILDING ( ) TOTAL PARKING PARCEL A: 51 STALLS EXISTING STANDARD: 41 STALLS EXISTING ACCESSIBLE: 2 STALLS COMPACT: 6 STALS PARCEL B TOTAL PARKING PARCEL B: 300 STALLS (SHARED PARKING AGREEMENT) OFFICE REQUIRED PARKING (1:350): 222 STALLS ACCESSIBLE PARKING: 7 STALLS TOTAL OFFICE PARKING PROVIDED: 99 STALLS STANDARD: 57 STALLS COMPACT: 9 STALLS MOTORCYCLE: 4 STALLS ACCESSIBLE: 5 STALLS VAN ACCESSIBLE: 2 STALLS CLEAN AIR VEHICLE (CAV) (8%): 22 STALLS BICYCLE LOCKER: 1 SHORT TERM BIKE RACK: 2 HOTEL REQUIRED PARKING: 165 STALLS 1 SPACE PER GUESTROOM, PLUS 1 PER 250 SQ. FT. OF OFFICE, 1 PER 100 SQ. FT. OF EATING AND DRINKING FACILITY, AND 1 PER EMPLOYEE ON THE LARGEST SHIFT PER DUBLIN MINICIPAL CODE ( ) HOTEL 1: 1 (138) =138 STALLS OFFICE 750 SF:250= 3 STALLS EATING- 1,400 SF:100= 14 STALLS 10 EMPOYEES= 10 STALLS ACCESSIBLE 6 STALLS TOTAL HOTEL PARKING PROVIDED: 196 STALLS PARKING GARAGE: 145 STALLS ON -SITE PARKING: 51 STALLS (HOTEL) COMPACT: ACCESSIBLE: 5 STALLS VAN ACCESSIBLE:1 EV CHARGING: 12 (ACCESSIBLE AND VAN ACCESSIBLE INCLUDED) CLEAN AIR VEHICLE (CAV): 16- BICYCLE PARKING 10 SHORT TERM & 10 LONG TERM BICYCLE SPACES PROVIDED. EXISTING PARKING BEFORE IMPROVEMENT- 260 STALLS DIFFERENCE BETWEEN EXISTING AND PROPOSED +40 STALLS TOTAL PARKING BOTH PARCELS: 346 STALLS t,��an� sharFrockvivageQ r m Target l Q Q Dublin Place s n` P Martin canyon 9 s gnu s Q 0 Dubin Retail center Safi Dublin a svpe1 '`° a� � o W i � ^ PROPOSED SITE g 4 Dublin Heritage cxe",jm Park&Museurn'S H<.i.�-: l - ..R ©� 01011 O°d ry �Dublln/�Plznfo_nj�rSAN -: artnurH- Breed,JrFwy # stoneridge # APN 941-1500-037-00 LANDSCAPE o ADDRESS DUBLIN BLVD PARKING 17230 SF 1723 S 46% 46% JURISDICTION CITY OF DUBLIN, CA Y Y 37500 SF 100% ZONING CLASSIFICATION DDZD DOWNTOWN DUBLIN ZONING DISTRICT ACTUAL BUILDING AREA (GROSS) (HOTEL & PARKING GARAGE BUILDING) PLANNED LAND USE C-1 RETAIL COMMERCIAL HOTEL USE ALLOWED YES # OF PARKING STALLS REQUIRED REFER TO CODE FOR DETAIL LEVEL AREA SIZE OF PARKING STALLS REQUIRED 9 x 20' Y LEVEL 3 22,194 SF LEVEL 4 21,615 SF MAX BUILDING HEIGHT 65'-0" Y LEVEL 5 21,615 SF FIRE ACCESS REQUIRED 26-0" DRIVEWAY Y Y LEVEL 6 LEVEL 1 21,615 SF STREET SETBACK FROM DUBLIN BOULEVARD AND RAMON ROAD 10'-0" 38,791 SF LEVEL 2 19,834 SF 145,664 SF Y Y STREET SETBACK FROM OTHER STREETS 5'-0" INTERNAL SETBACK 0'-0" NOTE: ACCESSIBLE PARKING CALCULATION ON SITE PARKING - 201 SPACES 9 ACCESSIBLE STALL PROVIDED (2 VAN ACCESSIBLE INCLUDED) PARKING GARAGE - 145 SPACES 6 ACCESSIBLE PARKING SPACES PROVIDED (1 VAN ACCESSIBLE INCLUDED) 0 TLj W oLO2�i r` U', 0 W M J j � w c, U c� o z V LU . C/n W z LU cn w Uj - Qz3: J (n J Q V >Lo w ti > N Q � J V15 22/11 /2019 PRELIMINARY DESIGN U) J W O _ J F_ w t� -0 O V06 W �CD � Q U � Z Q z co ::D W 0 0 0 p N m WLu = z Q O m cm)U)M N o0o V­ 0 PROJECT NUMBER: 18 048 SITE PLAN / SITE DATA SITE PLAN 1 If = 30'-0" _t D I D Rm 1 m 1 II -- II II rj W oLo2�i �ti � LO 0 *k - U W M J j � w c,4 U U o z V w ~ cc/) W z Lu cn 0 ~ LU w>� - (D = J cn J Q >Lr) W ti > co Q � J V15 22/11 /2019 PRELIMINARY DESIGN J W H 0 J W H O O H cn 4 06 w C� a C!) c!) U) Z 5-- O w a� �N >-w o= F� cf)00 M N V­ PROJECT NUMBER: 18 048 SITE SECTION - SITE SECTION 1 lit = 30'-0" DRml m2 iI ��lr!l�7ri + + + + + + + + + + + + + - + + + + + +. + + + -- + + + + + + + + + t t — + + + + + + + + I I z z I I 20'-0" TYP. 1 1 1 l6mmiIIIor 41'; + + + + + + + + + + + + + + + + + + + ,++o+, — — — — — — — — — TRANSFORMER PAD i w 0 0 a L cn 7 c/) 0 CD MECHANICAL 441 SF w o U Ln � 20'-0" Z/ -Z VESTIBULE o 649 SF a FA > 24'-0" 24'-0" I I O I 0 N I CHARGING ONLY CHARGING ONLY Co-ARGoNO ONLY Co-ARGoNO ONLY Co-ARGoNO ONLY 0 -0 9 -0 27 -0 27 -0 I 3 SPACES 3 SPACES I I o I PARKING N GARAGE I 8 463 S � I 20'-0" ■ U) w o Q ti N � co 00 ti a w o Q a- U) N 0 0 i i l l l i — + + + + + + GENERATOR STAIRS #2 �._'��-�-_:� 172 SF 03 + �. + D+. 4 - + — J 4+ + TRASH all CHUTE 183 SF I iT 20'-0" I Lu N i 1 + + + + + + - - ® 11 + + + + +- - - — — — — — — — — — — — �I — — — — — — — — — — — — I+ I+ + - II I+ I+ 11 11 1 I+ I+ 0 I+ N M 11 I+ 1 I+ � 16'-0" 5'-0" 24'-0" 1 1OVdWOO SPACES ONIN 1 11 L31 - - o - 0 1� / ! + - �I II Lu I+ zo N ® TTTT T�► RS #3' 1 ..: N� I L /A 0 17'-0" o a TYP. 41'-0" 0 b U) 0 w �QE N U M ■ 0 cn o Q 0 v (V U M 0 0 MECHANICAL 396 S F + + + + �+ + ++ ++ + + + + + + + + + + + + + + + + 11 Q I+ + I+ U i + 71+ 11 + o + �. -- + r isrr�ass 4 + + + + ++++++++++ +++++++++ + + + + + + + PROPERTY LINE LEVEL 1 FLOOR PLAN 3/32" = V-0" PARKING SCHEDULE - LEVEL 1 TYPE COUNT 8' X 17' - 90° (COMPACT) 13 2 9' X 20' - 90° (ACCESSIBLE) 9' X 20' - 90° (ACCESSIBLE/EV CHARGING) 1 9' X 20' - 90° (ACCESSIBLE/EV CHARGINGNAN) 1 9' X 20' - 90° (ACCESSIBLENAN) 1 9' X 20' - 90° (CLEAN AIRNANPOOLIEV) 10 9' X 20' - 90° (EV CHARGING) 5 9' X 20' - 90° (STANDARD) 39 GRAND TOTAL: 72 W o�� 0 � � U W ch J U � W N U V UCDZ W w~cl) -w 2 ZMo V w�� Q as w ti C/) Q J V15 11/22/2019 PRELIMINARY DESIGN cn m 0 J N w W � O co m w W= 0 O 0 cn V 06 W > a W Q Q 0 Z Y Q I..L Q O V v? N PROJECT NUMBER: 18 048 FLOOR PLAN LEVEL 1 DRm2ml r--- --—————————————————————————————————————————————————————————————————- F-1 I I I I I I I r--J I F-1 I I I I I I I I — — — — — — — — — — — — — — — — PARKING SCHEDULE - LEVEL 2 TYPE COUNT 8' X 17' - 90° (COMPACT) 11 9' X 20' - 90° (ACCESSIBLE) 9' X 20' - 90° (CLEAN AIRNANPOOUEV) 3 6 9' X 20' - 90° (EV CHARGING) 9' X 20' - 90° (STANDARD) 5 48 GRAND TOTAL: 73 0 � � U W ch J J O J U-j-w V CD U Ur—Z W W N H - W Lij Z M 00 c) w>� Q as > c� w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN cn J W H 0 W (m) O V m a O O DC N Lu c) co M Lu H O 2 DC O N 06 W Z_ Y Q O ci N PROJECT NUMBER: 18 048 FLOOR PLAN - LEVEL 2 PARKING GARAGE - LEVEL 2 3132" = l'-0" DRm2m2 BED TYPE SUMMARY GUESTROOM BED TYPE COUNT PERC. KING 64 46% KING SUITE 18 13% QUEEN/QUEEN 56 41% TOTAL GUESTROOMS: 138 100% OVERALL DISTRIBUTION GUESTROOM UNIT TYPE BED TYPE COUNT LEVEL 3 1 BDRM BK1 KING SUITE 1 1 BDRM BK4 KING SUITE 1 1 BDRM BK5 ACC. (TUB) KING SUITE 1 STUDIO K1 KING 7 STUDIO Q1 QUEEN/QUEEN 4 STUDIO Q3 ACC. (TUB) QUEENIQUEEN 1 LEVEL 3 15 LEVEL 4 1 BDRM BK1 KING SUITE 2 1 BDRM BK2 KING SUITE 1 1 BDRM BK3 KING SUITE 1 1 BDRM BK4 KING SUITE 1 STUDIO K1 KING 18 STUDIO K2 ACC. (TUB) KING 1 STUDIO Q1 QUEEN/QUEEN 16 STUDIO Q2 QUEENIQUEEN 1 LEVEL 4 41 LEVEL 5 1 BDRM BK1 KING SUITE 2 1 BDRM BK2 KING SUITE 1 1 BDRM BK3 KING SUITE 1 1 BDRM BK4 KING SUITE 1 STUDIO K1 KING 18 STUDIO K2 ACC. (TUB) KING 1 STUDIO Q1 QUEEN/QUEEN 16 STUDIO Q3 ACC. (TUB) QUEEN/QUEEN 1 LEVEL 5 41 LEVEL 6 1 BDRM BK1 KING SUITE 2 1 BDRM BK2 KING SUITE 1 1 BDRM BK3 KING SUITE 1 1 BDRM BK4 KING SUITE 1 STUDIO K1 KING 18 STUDIO K2 ACC. (ROLL -IN SHOWER) KING 1 STUDIO Q1 QUEEN/QUEEN 15 STUDIO Q2 QUEENIQUEEN 1 STUDIO Q3 ACC. (ROLL -IN SHOWER) QUEEN/QUEEN 1 LEVEL 6 41 TOTAL GUESTROOMS: 138 BUILDING AREA (GROSS) LEVEL AREA HOTEL LEVEL 1 2,614 SF LEVEL 3 22,194 SF LEVEL 4 21,615 SF LEVEL 5 21,615 SF LEVEL 6 21,615 SF 89,653 SF PARKING GARAGE LEVEL 1 36,183 SF LEVEL 2 119,631 SF 55,815 SF TOTAL AREA: 145,468 SF ACESSIBLE UNITS ROOM# GUESTROOM UNIT TYPE NOTES LEVEL 3 107 STUDIO Q3 ACC. (TUB) ITUB 122 1 BDRM BK5 ACC. (TUB) ITUB LEVEL 4 251 STUDIO K2 ACC. (TUB) TUB LEVEL 5 307 STUDIO Q3 ACC. (TUB) ITUB 351 STUDIO K2 ACC. (TUB) ITUB LEVEL 6 419 STUDIO Q3 ACC. (ROLL -IN SHOWER) ROLL IN SHOWER 451 STUDIO K2 ACC. (ROLL -IN SHOWER) ROLL IN SHOWER TOTAL ACCESSIBLE GUESTROOMS: 7 UNITS WITH COMM. FEATURES ROOM# GUESTROOM UNIT TYPE LEVEL 3 100 1 BDRM BK1 101 STUDIO K1 STUDIO Q1 116 LEVEL 4 205 STUDIO Q1 1 BDRM BK2 226 235 STUDIO K1 LEVEL 5 305 STUDIO Q1 326 1 BDRM BK2 335 STUDIO K1 LEVEL 6 405 STUDIO Q1 426 1 BDRM BK2 435 STUDIO K1 TOTAL GUESTROOMS WITH COMM. FEATURES: 12 - W o�� ti O � � U W ch J U � W CV U V UCDZ W w~cl) F— 't W = ZMo V LU 0 Z i�: a > C7 w N > ti C/) Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 m a 0 0 N Lu 00 M Lu H 0 0 N 06 W 0 Z Q 0 N PROJECT NUMBER: 18 048 FLOOR PLAN - LEVEL 3 LEVEL 3 FLOOR PLAN 3/32" = 1'-0" KflbW2447, VC.A#.A DRm2m3 W oL� 0 ztt U W ch J J O J U�w V (ifCV U U �o Z W W N H 't W LLJ Z M c) LU c.DZi�: Q as > c� w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 DC N Lu c) co M Lu H 0 2 DC 0 N 06 W Z_ Y Q 0 ci N PROJECT NUMBER: 18 048 FLOOR PLAN - LEVEL4 LEVEL 4 FLOOR PLAN 3/32" = V-0" 2�D DRm2m4 W oL� 0 ztt U W ch J J O J U�w V (ifCV U U �o Z W W N H 't W LLJ Z M c) LU c.DZi�: Q as > c� w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 DC N Lu c) co M Lu H 0 2 DC 0 N 06 W Z_ Y Q 0 ci N PROJECT NUMBER: 18 048 FLOOR PLAN - LEVEL 5 LEVEL 5 FLOOR PLAN 3/32" = 1'-0" 2�D DRm2m5 W oL� 0 ztt U W ch J J O J U�w V (ifCV U U �o Z W W N H 't W LLJ Z M c) LU c.DZi�: Q as > c� w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 DC N Lu c) co M Lu H 0 2 DC 0 N 06 W Z_ Y Q 0 ci N PROJECT NUMBER: 18 048 FLOOR PLAN - LEVEL 6 LEVEL 6 FLOOR PLAN 3/32" = V-0" 2�D DRm2m6 EELiLOIL -101/2" 1PET 1LOIL 6'-4 5/8" F TG '-10 1/2" .EVEL 6 54'-0" ,, IF .EVEL 5 44'-0" - IF .EVEL 4 34'-0" ,. _EVEL 3 22'-0" _EVEL 2 10'-0" _EVEL 1 0' 0" or SOUTH ELEVATION 3/32" = 1'-0" EXTERIOR FINISH LEGEND SYMBOL ID DESCRIPTION FC1 REVEAL PANEL SYSTEM JAMES HARDIE - PAINTED MINDFUL GRAY SW 7016 FC2 REVEAL PANEL SYSTEM JAMES HARDIE - PAINTED GAUNTLET GRAY SW 7019 EXTERIOR SIDING PANEL SYSTEM WP1 SAGIPER - SAGIWALL CHANNELED REF#79 KNOTTY MAPLE OR SIMILAR PT1 EIFS INTEGRAL COLOR/PAINTED METAL SHERWIN-WILLIAMS - TOQUE WHITE SW 7003 CON1 PAINTED CONCRETE & CMU, VERTICAL DESIGN SHERWIN-WILLIAMS - GAUNTLET GRAY SW 7019 CON2 PAINTED CONCRETE, SMOOTH DESIGN SHERWIN-WILLIAMS - GAUNTLET GRAY SW 7019 MTL1 PAINTED ALUMINUM STOREFRONT FRAMES/DOORS - DARK BRONZE PROTECTIVE OPENINGS CALCULATION. FIRE SEPERATION DISTANCE 10' TO LESS THAN 15'. MAXIMUM ALLOWABLE AREA OF EXTERIOR WALL OPENINGS 45%. CALCULATED OPENINGS AREA - 17% (OPENINGS- 512SF, EXTERIOR WALL -3170 SF). T.O. PARAPET #2 68' 1 /2" T.O. PARAPET #1 66'-4 5/8" T.O. ROOF TG 63'-10 1 /2" - _LEVEL 6 54'-0" - _LEVEL 5 44'-0" w r� L) LEVEL 4 34'-0" 0 0 0 r 0 - —LEVEL 3 22'-0" - —LEVEL 2 10'-0" - —LEVEL 1 0'-0" — W CD O � � U W ch J J O J U­j-w V CD U Ur-Z W W N H 't W = Lu V Lu 0 z j�: Q i Q w N > ti C/) Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 DC N Lu c) 00 M Lu H 0 06 Lu Q 0 N PROJECT NUMBER: 18 048 BUILDING ELEVATIONS EAST ELEVATION 3/32" = 1'-0" DRm3ml NOTE: DETAILED ENCLOSURE WILL BE PROVIDED FOR PERMIT DRAWINGS. TRASH ENCLOSURE ELEVATION MATCH HOTEL BUILDING NORTH TRASH ENCLOSURE ELEVATION 3/32" = 1'-0" \, *'p / 3/32" = 1'-0" NORTH ELEVATION 3/32" = 1'-0" ARAPET #2 68'-10 1 /2" ARAPET #1 66'-4 5/8" ;O�12�" 6 _LEVEL 6 54'-0" _LEVEL 5 44'-0" _LEVEL 4 34'-0" _LEYELLOC 22'-0" _LEVEL 2 10'-0" _LEVEL1 0'-0" , JIF EXTERIOR FINISH LEGEND SYMBOL ID DESCRIPTION FC1 REVEAL PANEL SYSTEM JAMES HARDIE - PAINTED MINDFUL GRAY SW 7016 FC2 REVEAL PANEL SYSTEM JAMES HARDIE - PAINTED GAUNTLET GRAY SW 7019 WP1 EXTERIOR SIDING PANEL SYSTEM SAGIPER - SAGIWALL CHANNELED REF#79 KNOTTY MAPLE OR SIMILAR PT1 EIFS INTEGRAL COLOR/PAINTED METAL SHERWIN-WILLIAMS - TOQUE WHITE SW 7003 CON1 CON2 PAINTED CONCRETE & CMU, VERTICAL DESIGN SHERWIN-WILLIAMS - GAUNTLET GRAY SW 7019 PAINTED CONCRETE, SMOOTH DESIGN SHERWIN-WILLIAMS - GAUNTLET GRAY SW 7019 MTL1 PAINTED ALUMINUM STOREFRONT FRAMES/DOORS - DARK BRONZE - W o�� ti O 44-- - U W A J U � W of CV U W w~cl) 'tw 2 LU w>� V Q as w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 Lu 0o M Lu H 0 2 DC 0 N 06 W Z_ Y Q 0 ci N PROJECT NUMBER: 18 048 BUILDING ELEVATIONS WEST ELEVATION 3/32" = 1'-0" DRm3m2 f a Stud waFls 1 Substrate CPlywoad, tB. etiC. WaterpraDfff g membrane Pdnesiv and mecharkal fasbu r.s attachthe rnmjlwUCd} board t6 the PL6stmte Mecharncal fastener Reioforong umnh M gasecoat' vvFdcft farms the cwer portion of the prrrnEff-y moisture barrier. Finish coat, WF7ich farms the - outer partion of the pay moistum harrier. PT-1 EIFS SHERWIN WILLIAMS SW-7003 TOQUE WHITE SW-7003 CON-1 & CON-2 I� CON-1 SW-7019 PAINTED CONCRETE VERTICAL DESIGN SW-7019 SOUTH ELEVATION 1 /16" = l'-0" 0 CON-2 PAINTED CONCRETE SMOOTH DESIGN SW-7019 FC-1 SW-7016 FC-2 SW-7019 MTL-1 --------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FC-1 & FC-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FC-1 & FC-2 JAMES HARDIE WALL SIDING REAVEAL PANEL I I I I I I I I I I I I I MTL-1 I I I I I I I I I I I I I I I I I I I I I I I I I I L J MTL-1 ALUMINUM STOREFRONT WINDOW FRAMES- DARK BRONZE, PAINTED DOORS 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I WP-1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L J SAGIPER SAGIWALL SIDING PANEL CHANNEL PROFILE & PANEL AT SOFFIT, OR SIMILAR TO BORAL SIDE PANEL KNOTTY MAPLE COLOR LEGEND PT-1 EIFS SHERWIN WILLIAMS TOQUE WHITE SW-7003 FC-1 JAMES HARD I E WALL SIDING REVEAL PANEL MINDFUL GRAY SW-7016 FC-2 JAMES HARD I E WALL SIDING REVEAL PANEL SW-7019 GAUNTLET GRAY WP-1 SAGIPER SAGIWALL SIDING PANEL CHANNEL PROFILE, OR SIMILAR TO BORAL SIDING KNOTTY MAPLE COLOR C-1 PAINTED CONCRETE, VERTICAL DESIGN SW 7019 GAUNTLET GRAY C-2 PAINTED CONCRETE, SMOOTH DESIGN SW 7019 GAUNTLET GRAY MTL-1 ALUMINUM STOREFRONT WINDOW FRAMES- DARK BRONZE, PAINTED DOORS - W O Lo Lo ti O U W A J J O J U�w V (ifCV U U �o Z w w�N i- 'tw = Lu V LU 0 z j�: Q i Q � C7 w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W C� O V m a m a U 0 0 I.L Lu 00 M Lu 0 0 06 Lu a 0 CV PROJECT NUMBER: 18 048 MATERIAL BOARD DRm3m3 A) W oL� 0 ztt U W ch J J O J U�w V (ifCV U U �o Z W W N H 't W LLJ Z M c) LU c.DZi�: Q as > c� w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 DC N Lu c) co M Lu H 0 2 DC 0 N 06 W Z_ Y Q 0 ci N PROJECT NUMBER: 18 048 ROOF PLAN ROOF PLAN 3/32" = V-0" DRm4ml 3D EAST VIEW 3D SOUTH WEST VIEW y - O Lo w lii — I` O 44-- — U W A J J O J U�w V CD U Ur—Z W W N H - W Z co V LU c.DZi�: Q as > c� w N > ti C/) � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 nc w co M Lu 0 I..L 0 06 W Z_ Y Q 0 ci N PROJECT NUMBER: 18 048 HOTEL 3D VIEWS DRm5ml 0 Pik - AMM 0 4 0 2 0 a b.w 2460, 0 m Adm-mq, -44 Il: CPC TABLE 422.1 PLUMBING FIXTURES CALCULATION NUMBER NAME OCCUPANT LOAD WATER CLOSETS URINALS (MALE) LAVATORIES DRINKING FOUNTAINS MALE FEMALE MALE I FEMALE CPC A-2 - Assembly: restaurants, pubs, lounges, night clubs and banquet halls 149 LOUNGE/ RESTAURANT 47.64 0.48 0.95 0.12 0.16 0.16 0.19 148 BAR 6.76 0.07 0.14 0.02 0.02 0.02 0.03 132 HANGOUT 14.24 0.14 0.28 0.04 0.05 0.05 0.06 68.64 0.69 1.37 0.17 0.23 0.23 0.27 CPC A-3 - Assembly (typical without fixed or permanet seating): indoor pools 001 POOL 36.53 0.18 0.73 10.18 10.09 10.18 10.15 36.53 0.18 0.73 0.18 0.09 0.18 0.15 CPC A-3 - Assembly: conference rooms, dining rooms, gymnasiums, lounges, restaurants 123 FITNESS CENTER 32.38 0.16 0.65 0.16 0.08 0.16 0.13 142 CONFERENCE ROOM 14.23 0.07 0.28 0.07 0.04 0.07 0.06 145 MEETING ROOM 49.79 0.25 1.00 0.25 0.12 0.25 0.20 161 TERRACE / LOUNGE 29.32 0.15 0.59 0.15 0.07 0.15 0.12 164 POOL DECK 42.64 0.21 0.85 0.21 0.11 0.21 0.17 168.36 0.84 3.37 0.84 0.42 0.84 0.67 CPC B - Business 136 KITCHEN 3.85 0.04 0.13 0.02 0.03 0.04 0.03 125 GM. OFFICE 0.60 0.01 0.02 0.00 0.00 0.01 0.00 128 OFFICE 0.60 0.01 0.02 0.00 0.00 0.01 0.00 127 DOS OFFICE 0.60 0.01 0.02 0.00 0.00 0.01 0.00 129 WORK AREA 1.44 0.01 0.05 0.01 0.01 0.01 0.01 151 GUEST LAUNDRY 0.45 0.00 0.01 0.00 0.00 0.00 0.00 155 BREAK ROOM 1.33 0.01 0.04 0.01 0.01 0.01 0.01 154 LAUNDRY 3.74 0.04 0.12 0.02 0.02 0.04 0.02 133 WELCOME LOBBY 1.33 0.01 0.04 0.01 0.01 0.01 0.01 134 MARKET 10.75 10.01 10.02 10.00 10.00 10.01 10.00 131 WELCOME DESK 0.72 0.01 0.02 10.00 10.00 10.01 10.00 15.39 0.15 0.51 0.08 0.10 0.15 0.10 CPC S-1, S-2 - Storage 126 IT ROOM 0.02 0.00 0.00 0.00 0.00 0.00 256 LINEN 0.04 0.00 0.00 0.00 0.00 0.00 255 STORAGE 0.02 0.00 0.00 0.00 0.00 0.00 254 ELECTRICAL 0.01 0.00 0.00 0.00 0.00 0.00 253 TELIDATA 0.03 0.00 0.00 0.00 0.00 0.00 152 LINEN STOR. 0.04 0.00 0.00 0.00 0.00 0.00 135 FUNCTION STORAGE 0.03 0.00 0.00 0.00 0.00 0.00 009 STORAGE 0.05 0.00 0.00 0.00 0.00 0.00 008 STORAGE 0.15 0.00 0.00 0.00 0.00 0.00 000 ELECTRICAL 0.05 0.00 0.00 0.00 0.00 0.00 141 STORAGE 0.03 0.00 0.00 0.00 0.00 0.00 258 TRSH 0.01 0.00 0.00 0.00 0.00 0.00 130 LUGGAGE 0.01 0.00 0.00 0.00 0.00 0.00 143 STORAGE 0.02 0.00 0.00 0.00 0.00 0.00 137 BEV. STOR. 0.01 0.00 0.00 0.00 0.00 0.00 002 MECHANICAL 0.09 0.00 0.00 0.00 0.00 0.00 003 BICYCLE STO. 0.05 0.00 0.00 0.00 0.00 0.00 004 GENERATOR 0.03 0.00 0.00 0.00 0.00 0.00 356 LINEN 0.04 0.00 0.00 0.00 0.00 0.00 355 STORAGE 0.02 0.00 0.00 0.00 0.00 0.00 354 ELECTRICAL 0.01 0.00 0.00 0.00 0.00 0.00 353 TELIDATA 0.03 0.00 0.00 0.00 0.00 0.00 358 TRSH 0.01 0.00 0.00 0.00 0.00 0.00 456 LINEN 0.04 0.00 0.00 10.00 0.00 0.00 455 STORAGE 0.02 0.00 0.00 0.00 0.00 0.00 454 ELECTRICAL 0.01 0.00 0.00 0.00 0.00 0.00 453 TELIDATA 0.01 0.00 0.00 0.00 0.00 0.00 458 TRSH 0.01 0.00 0.00 0.00 0.00 0.00 159 STORAGE 0.03 0.00 0.00 0.00 0.00 0.00 007 STO. 0.02 0.00 0.00 0.00 0.00 0.00 0.92 0.00 0.00 0.00 0.00 0.00 0.00 TOTAL (FRACTION): 289.84 1.87 5.99 1.27 0.85 1.41 1.20 TOTAL REQUIRED 12 6 2 1 2 2 TOTAL PROVIDED 2 6 2 3 3 2 CPC TABLE422.1 PLUMBING FIXTURES (GUESTROOMS) WATER CLOSETS REQUIRED 1/UNIT TUB OR SHOWER LAVATORIES 1/UNIT DRINKING FOUNTAINS 1/UNIT PROVIDED 1/UNIT 1/UNIT 1/UNIT TYPE OF CONSTRUCTION CBC CHAPTER 6 TYPE OF CONSTRUCTION: HOTEL- IIIA PARKING GARAGE- I A CBC TABLES 601 & 602. FIRE -RESISTANCE RATING REQUIRED FOR BUILDING ELEMENTS: HOTEL (IIIA) PARKING GARAGE (IA) PRIMARY STRUCTURAL FRAME: 1 HR 3 HR BEARING WALLS (EXTERIOR): 2 HR 3 HR BEARING WALLS (INTERIOR): 1 HR 3 HR NON -BEARING EXTERIOR WALLS (X >_ 30): 0 HR 0 HR NON -BEARING EXTERIOR WALLS (10 <_ X < 30): 1 HR 1 HR NON -BEARING EXTERIOR WALLS (5:5 X < 10): 1 HR 1 HR NON -BEARING INTERIOR WALLS: 0 HR 0 HR FLOOR CONSTRUCTION: 1 HR 2 HR ROOF CONSTRUCTION: 1 HR 1 1/2 HR FIRE PROTECTION FEATURES CBC CHAPTER 7 SPACES REQUIRING FIRE -RESISTANCE -RATED SEPARATION: AREA SEPARATION 2 HR FIRE WALL PER CBC 706 SHAFT ENCLOSURES 2 HR FIRE BARRIER PER CBC 707, 713 ELEVATOR SHAFT CONSTRUCTION 2 HR FIRE BARRIER PER CBC 707, 713.14 STAIR ENCLOSURE CONSTRUCTION 2 HR FIRE BARRIER PER CBC 707, 1022 LAUNDRY CHUTE SHAFT ENCLOSURE 2 HR FIRE BARRIER PER CBC 707, 713.4 LAUNDRY CHUTE ACCESS ROOM 1 HR FIRE BARRIER PER CBC 707, 713.13.3 LAUNDRY CHUTE DISCHARGE ROOM 2 HR FIRE BARRIER PER CBC 707, 713.13.4 OCCUPANCY SEPARATION (R-1, A-2, A-3, S-1 & B) 1 HR FIRE BARRIER PER CBC 707, 711 & TABLE 508.4 DWELLING OR SLEEPING UNIT SEPARATION 1 HR FIRE PARTITION PER CBC 708, 420.2 CORRIDORS 1 HR FIRE PARTITION PER CBC 708, 1020.1 HORIZONTAL ASSEMBLIES 1 HR PER CBC 711 ELEVATOR MACHINE ROOM 0 HR PER CBC 3005.4 EXCEPTION #2 CBC 705.8. MAXIMUM AREA OF EXTERIOR WALL OPENINGS DUE TO LOCATION ON PROPERTY: 5 FT TO LESS THAN 10 FT UNPROTECTED, SPRINKLERED 25% 10 FT TO LESS THAN 15 FT UNPROTECTED, SPRINKLERED 45% 15 FT TO LESS THAN 20 FT UNPROTECTED, SPRINKLERED 75% EXIT DISCHARGE EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL BE AT GRADE OR SHALL PROVIDE A DIRECT PATH OF EGRESS TRAVEL TO GRADE. THE EXIT DISCHARGE SHALL NOT REENTER A BUILDING. EXCEPTIONS: NOT MORE THAN 50 PERCENT OF THE NUMBER AND MINIMUM WIDTH OR REQUIRED CAPACITY OF INTERIOR EXIT STAIRWAYS AND RAMPS IS PERMITTED TO EGRESS THROUGH AREAS ON THE LEVEL OF DISCHARGE PROVIDED ALL OF THE FOLLOWING CONDITIONS ARE MET: 1.1. DISCHARGE OF INTERIOR EXIT STAIRWAYS AND RAMPS SHALL BE PROVIDED WITH A FREE AND UNOBSTRUCTED PATH OF TRAVEL TO AN EXTERIOR EXIT DOOR AND SUCH EXIT IS READILY VISIBLE AND IDENTIFIABLE FROM THE POINT OF TERMINATION OF THE ENCLOSURE. 1.2. THE ENTIRE AREA OF THE LEVEL OF EXIT DISCHARGE IS SEPARATED FROM AREAS BELOW BY CONSTRUCTION CONFORMING TO THE FIRE -RESISTANCE RATING FOR THE ENCLOSURE. 1.3. THE EGRESS PATH FROM THE INTERIOR EXIT STAIRWAY AND RAMP ON THE LEVEL OF EXIT DISCHARGE IS PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM. PORTIONS OF THE LEVEL OF EXIT DISCHARGE WITH ACCESS TO THE EGRESS PATH SHALL BE EITHER EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, OR SEPARATED FROM THE EGRESS PATH IN ACCORDANCE WITH THE REQUIREMENTS FOR THE ENCLOSURE OF INTERIOR EXIT STAIRWAYS OR RAMPS. PROJECT DATA PROJECT DESCRIPTION THIS PROJECT IS A 2-STORY PARKING GARAGE AND 4 STORY HOTEL ON TOP, 138-ROOM HOTEL WITH SITE IMPROVEMENTS INCLUDING TRASH ENCLOSURE AND LANDSCAPING. OCCUPANCY CLASSIFICATION CBC CHAPTERS 3&5 A-2 ASSEMBLY A-3 ASSEMBLY B BUSINESS R-1 HOTEL (TRANSIENT) S-1 STORAGE S-2 STORAGE (PARKING GARAGE) LEVEL 1 MIXED OCCUPANCY (CBC 302 & 506.2.4): • A-2 & S-2 ARE SEPARATED OCCUPANCIES (CBC 508.4) AND IS SEPARATED BY A WALL ASSEMBLY COMPLYING WITH CBC TABLE 508.4 AND CBC 707. LEVEL 2 • S-2 SINGLE OCCUPANCY (CBC 302 & 506.2.3) LEVEL 3 MIXED OCCUPANCY (CBC 302 & 506.2.4): • A-2, A-3, B & S-1 ARE NONSEPARATED OCCUPANCIES (CBC 508.3). • R-1 IS A SEPARATED OCCUPANCY (CBC 508.4) AND IS SEPARATED BY A WALL ASSEMBLY COMPLYING WITH CBC TABLE 508.4 AND CBC 707. LEVELS 4-6 • R-1 SINGLE OCCUPANCY (CBC 302 & 506.2.3) LEVEL 2 & 3 IS SEPARATED FROM UPPER LEVELS BY A HORIZONTAL ASSEMBLY COMPLYING WITH CBC 711. BUILDING HEIGHT CB N504.3 FPA13 CBC 504.3. ALLOWABLE BUILDING HEIGHT TYPE I -A UNLIMITED TYPE III -A WITH AN AUTOMATIC SPRINKLER SYSTEM: A-2, A-3, B, R-1, S-1 65-0" PER CBC TABLE 504.3 90'-0" PER DOWNTOWN DUBLIN SPECIFIC PLAN (TRANSIT ORIENTED DISTRICT) ACTUAL: 64' 0" (ROOF SURFACE) BUILDING STORIES CBC 504.4 & NFPA 13 PER CBC SECTION 510.2 BUILDINGS SEPARATED BY HORIZONTAL SEPARATION OF 3H ARE CONSIDERED SEPARATE FOR THE PURPOSE DETEMINING NUMBER OF STORIES. CBC 504.4. ALLOWABLE NUMBER OF STORIES - TYPE III -A WITH AN AUTOMATIC SPRINKLER SYSTEM: TYPE II IA - A-2, A-3 3 STORIES TYPE IIIA - B 6 STORIES TYPE IIIA- R-1 4 STORIES TYPE IA- S-2 UNLIMITED ACTUAL: TYPE I A- S-2 OCCUPANCY- 2 STORIES TYPE IIIA- A-2 OCCUPANCY - 1 STORY TYPE IIIA- R-1 OCCUPANCY - 4 STORIES ALLOWABLE BUILDING AREA CBC 506,508 510.2 NFPA13 PER CBC SECTION 510.2 BUILDINGS SEPARATED BY HORIZONTAL SEPARATION OF 3H ARE CONSIDERED SEPARATE FOR THE PURPOSE DETEMINING AREA LIMITATIONS. BUILDING A BUILDING B LEVEL 1 S-2 & A-3 ARE SEPARATED OCCUPANCIES BY A FIRE PARTITION (CBC 420.1) LEVEL 2 S-2 SINGLE OCCUPANCY LEVEL 3 A-2, A-3, B & R-1 ARE MIXED OCCUPANCIES A-2, A-3, B ARE NON SEPERATED OCCUPANCIES. R-1 IS SEPARATED FROM OTHER OCCUPANCIES BY A FIRE PARTITION (CBC 420.1) LEVEL 4-6 CONSISTS OF R-1 SINGLE OCCUPANCY PER CBC 302& 506.2.3. CBC 506.2. ALLOWABLE AREA DETERMINATION - TYPE III -A WITH AN AUTOMATIC SPRINKLER SYSTEM: A-2, A-3 42,000 SF / LEVEL B 85,500 SF / LEVEL R-1 72,000 SF / LEVEL S-1 78,000 SF / LEVEL CBC 506.2.4. MIXED OCCUPANCY, MULTISTORY BUILDING: TOTAL BUILDING AREA SHALL BE SUCH THAT THE AGGREGATE SUM OF THE RATIOS OF THE ACTUAL AREA OF EACH STORY DIVIDED BY THE ALLOWABLE AREA OF SUCH STORIES SHALL NOT EXCEED 2. LEVEL 3 22,241 SF / 42,000 SF = 0.53 (MOST RESTRICTIVE) LEVEL 4 21,615 SF / 72,000 SF = 0.3 LEVEL 5 21,615 SF / 72,000 SF = 0.3 LEVEL 6 21,615 SF / 72,000 SF = 0.3 SUM: 1.43 < 2 CBC 508.4.2. ALLOWABLE BUILDING AREA OF SEPARATED OCCUPANCIES: IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1. BUILDING AREA (GROSS) LEVEL AREA HOTEL LEVEL 1 2,614 SF LEVEL 3 LEVEL 4 22,194 SF 21,615 SF LEVEL 5 21,615 SF LEVEL 6 21,615 SF 89,653 SF PARKING GARAGE LEVEL 1 36,183 SF LEVEL 2 19,631 SF 55,815 SF TOTAL AREA: 145,468 SF 0 W J U U w Z w U w 0 Q J LO N ti V15 11/22/2019 O M J O J ­j-w cNCD U r_ Z W 'tw M � co rn z� W Q C7 w Q J PRELIMINARY DESIGN J W H 0 W (M) O V m a 0 0 N LU 00 M LU H 0 0 Cn 06 W 0 Z Q 0 Cl) N PROJECT NUMBER: 18 048 CODE ANALYSIS DRm6ol ACCESSIBLE ROUTE. SEE DR 1.1 FOR CONTINUATION OCCUPANCY LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION A-2 - ASSEMBLY R-1 - RESIDENTIAL A-3 - ASSEMBLY S-1 - STORAGE A-5 - ASSEMBLY S-2 - STORAGE B- BUSINESS ACCESSORY EGRESS PLAN LEGEND ROOM NAME ROOM NAME - ROOM NUMBER 000 -14" _ OCCUPANT LOAD FACTOR (CBC TABLE 1004.1.2) 100 10 OCCUPANT LOAD (MAX NUMBER OF OCCUPANTS) 1 000 SF SQUARE FOOTAGE OF ROOM EXIT DOOR #1 EXIT NUMBER 0.15 EGRESS CAPACITY FACTOR PER OCCUPANT: 2'-8" REQD 0.2" FOR STAIRWAYS (CBC 1005.3.1, EXCEP. 1) 0'-0" ACTUAL 0.15" FOR OTHERS (CBC 1005.3.2, EXCEP. 1) 0 REQD MIN. REQUIRED EGRESS WIDTH (CALCULATED) 0 ACTUAL ACTUAL PROVIDED EGRESS WIDTH ACTUAL OCCUPANT LOAD ACTUAL PROVIDED OCCUPANT LOAD -- DIRECTION OF EXIT TRAVEL -___-- PATH OF EXIT TRAVEL 10? NUMBER OF OCCUPANTS EXITING 100 TOTAL NUMBER OF OCCUPANTS EXITING THROUGH THE EXIT ROUTE FOR ACCESSIBLE PATH OF TRAVEL FROM THE BUILDING TO PUBLIC RIGHT-OF-WAY FIRE EXTINGUISHER CABINET FEC EGRESS ANALYSIS 1. CBC 906. MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER - 75'. 2. CBC 1020.4. DEAD END CORRIDORS IN GROUP A SHALL NOT EXCEED 20 FEET. 3. CBC 1020.4 EXCEPTION #2. DEAD END CORRIDORS IN GROUPS B, R-1, S SHALL NOT EXCEED 50 FEET. 4. CBC 1113-206.4.1. ALL PUBLIC ENTRANCES AND EXTERIOR GROUND -FLOOR EXITS SHALL BE ACCESSIBLE. DESCRIPTION REQUIRED PROVIDED CBC 1006. NUMBER OF EXITS 2 2 AT LEVEL 1 FROM HOTEL 4 AT LEVEL 1 FROM PARKING GARAGE 4 AT LEVEL 2 3 AT LEVEL 3 2 AT TYP. LEVELS CBC TABLE 1006.2.1. COMMON PATH OF 75' MAX. 47' AT LEVEL 4 EGRESS TRAVEL DISTANCE (A & R OCC.) (1 BEDROOM KB4) 100' MAX. 33' AT LEVEL 1 (S OCC.) (MECHANICAL) CBC 1017. EXIT ACCESS TRAVEL DISTANCE 250' MAX. 147' AT LEVEL 1 (A,R&S OCC.) 169' AT TYP. LEVELS CBC 1010.1.1. DOOR WIDTH 32" MIN. 44" MIN. SEE EGRESS PLANS 48" TYP. CBC 1011.2. STAIRWAY WIDTH CBC 1020.2. CORRIDOR WIDTH 44" MIN. 60" TYP. EGRESS PLAN NOTES 1. WALL MOUNTED (INTERNALLY ILLUMINATED) EXIT SIGNS TO BE PROVIDED IN CORRIDORS DIRECTLY BELOW EACH CEILING MOUNTED EXIT SIGN - REFER TO PLANS AND ELECTRICAL DRAWINGS FOR LOCATIONS. 2. PANIC HARDWARE TO BE INSTALLED AT ALL EXIT DOORS SERVING THE ASSEMBLY ROOMS. 3. PANIC HARDWARE FOR ALL THE EXTERIOR GATES THAT SERVE THE OUTDOOR PATIO (WHICH SURROUNDS THE POOL AREA AND THAT PROVIDE EGRESS TO THE PUBLIC WAY). 4. FLOOR LEVEL EXITS SIGNS AND PATH MARKINGS TO BE PROVIDED PER CBC 1013. EXIT SIGNS ARE TO BE INTERNALLY OR EXTERNALLY ILLUMINATED BY PHOTOLUMINESCENT OR SELF LUMINOUS AND BE PROVIDED IN ALL INTERIOR CORRIDORS. PATH MARKINGS SHALL BE INSTALLED AT FLOOR LEVEL OR NO HIGHER THAN 8" ABOVE FLOOR LEVEL. 5. FLOOR IDENTIFICATION TO BE PLACED WITHIN STAIRWAYS AT THE LANDING OF EACH FLOOR LEVEL ADJACENT TO THE LATCH SIDE OF THE DOOR PER CBC 1023.9. 6. RAISED CHARACTER AND TACTILE SIGNAGE TO BE UTILIZED PER CBC 1013.4. 7. THE CLEAR WIDTH OF AISLE SHALL BE MIN 36 INCHES IF SERVING ELEMENTS ARE ONLY ON ONE SIDE AND MIN 44 INCHES IF SERVING ELEMENTS ARE ON BOTH SIDES. 8. SEATING AT TABLES SHALL BE MIN 19 INCHES AWAY FROM PARALLEL EDGE OF ACCESSWAY. LOCATION FOR SIGNAGE 1. RAISED CHARACTER AND BRAILLE EXIT SIGNS ARE REQUIRED AT EACH GRADE LEVEL EXTERIOR DOOR THAT IS AN ACCESSIBLE EXIT. SIGN COMPLYING WITH CBC 1013.1 AND SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". 2. STAIRWAYS SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT STAIR DOWN". 3. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR THAT LEADS TO AN EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT ROUTE". 4. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "TO EXIT" 5. RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CBC 11B-703.2,11B-703.3 AND 11B-703.5. REFER TO DETAILS. 6. PROVIDE ACCESSIBLE DOOR SIGN ON ALL ACCESSIBLE EXIT DOORS ON THE GROUND LEVEL. FIRE PROTECTION NOTES 1. EACH BUILDING SHALL BE EQUIPPED THROUGHOUT WITH A MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC, CBC & NFPA 13. 2. COMPLETE FIRE ALARM AND DETECTION SYSTEM, DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC SECTIONS 907.1 THROUGH 907.9 (WHICH INCLUDES ALL OTHER USES AND OCCUPANCY GROUPS ASSOCIATED WITH THIS PROJECT) AND NFPA 72. SPECIFY TYPE OF SPRINKLER SYSTEM AND DETECTION SYSTEM AND SPECIFY SPRINKLER MONITORING REQUIREMENTS IN ACCORDANCE WITH CFC SECTIONS 903.4 THROUGH 903.4.2. 3. FULLY FIRE ALARMED, 100% POINT ADDRESSABLE FIRE ALARM IN AND OUT OF GUESTROOMS. - W o�� ti O 44-- - U W A J U � W CV U V UCDZ W w~� ��w = LU V w>� CD z i�: Q i Q > C7 w N > ti C/) Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) 0 0 N W 0 00 M Lu H 0 0 cn 06 W 0 Z Q 0 N PROJECT NUMBER: 18 048 EGRESS PLAN - LEVEL 1 LEVEL 1 FLOOR PLAN 3/32" = V-0" rflbw A , 64]47,� �*Af DRm6m2 F I J I I I -- - - - - I I - - - - - - - I- I --- 7 ■ I I I I I I I I J I I I I I I I I I I OCCUPANCY LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION �//ZZ//// A-2 - ASSEMBLY R-1 - RESIDENTIAL A-3 - ASSEMBLYQm/ S-1 - STORAGE A-5 - ASSEMBLY S-2 - STORAGE B - BUSINESS ACCESSORY EGRESS PLAN LEGEND ROOM NAME ROOM NAM ROOM NUMBER 000 OCCUPANT LOAD FACTOR (CBC TABLE 1004.1.2) E0T 10 OCCUPANT LOAD (MAX NUMBER OF OCCUPANTS) 1 000 SF SQUARE FOOTAGE OF ROOM EXIT DOOR #1 - EXIT NUMBER 0.15 EGRESS CAPACITY FACTOR PER OCCUPANT: 2'-8" REQD 0.2" FOR STAIRWAYS (CBC 1005.3.1, EXCEP. 1) 0'-0" ACTUAL 0.15" FOR OTHERS (CBC 1005.3.2, EXCEP. 1) 0 REQD MIN. REQUIRED EGRESS WIDTH (CALCULATED) 0 ACTUAL ACTUAL PROVIDED EGRESS WIDTH ACTUAL OCCUPANT LOAD ACTUAL PROVIDED OCCUPANT LOAD DIRECTION OF EXIT TRAVEL PATH OF EXIT TRAVEL NUMBER OF OCCUPANTS EXITING 100 TOTAL NUMBER OF OCCUPANTS EXITING THROUGH THE EXIT ROUTE FOR ACCESSIBLE PATH OF TRAVEL FROM THE BUILDING TO PUBLIC RIGHT-OF-WAY 0� FIRE EXTINGUISHER CABINET FEC EGRESS ANALYSIS 1. CBC 906. MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER - 75'. 2. CBC 1020.4. DEAD END CORRIDORS IN GROUP A SHALL NOT EXCEED 20 FEET. 3. CBC 1020.4 EXCEPTION #2. DEAD END CORRIDORS IN GROUPS B, R-1, S SHALL NOT EXCEED 50 FEET. 4. CBC 11 B-206.4.1. ALL PUBLIC ENTRANCES AND EXTERIOR GROUND -FLOOR EXITS SHALL BE ACCESSIBLE. DESCRIPTION REQUIRED PROVIDED CBC 1006. NUMBER OF EXITS 2 AT LEVEL 1 FROM HOTEL 2 4 AT LEVEL 1 FROM PARKING GARAGE 4 AT LEVEL 2 3 AT LEVEL 3 2 AT TYP. LEVELS CBC TABLE 1006.2.1. COMMON PATH OF 75' MAX. 47' AT LEVEL 4 EGRESS TRAVEL DISTANCE (A & R OCC.) (1 BEDROOM KB4) 100' MAX. 33' AT LEVEL 1 (S OCC.) (MECHANICAL) CBC 1017. EXIT ACCESS TRAVEL DISTANCE 250' MAX. 147' AT LEVEL 1 (A,R&S OCC.) 169' AT TYP. LEVELS CBC 1010.1.1. DOOR WIDTH 32" MIN. SEE EGRESS PLANS CBC 1011.2. STAIRWAY WIDTH 44" MIN. 48" TYP. CBC 1020.2. CORRIDOR WIDTH 44" MIN. 60" TYP. EGRESS PLAN NOTES 1. WALL MOUNTED (INTERNALLY ILLUMINATED) EXIT SIGNS TO BE PROVIDED IN CORRIDORS DIRECTLY BELOW EACH CEILING MOUNTED EXIT SIGN - REFER TO PLANS AND ELECTRICAL DRAWINGS FOR LOCATIONS. 2. PANIC HARDWARE TO BE INSTALLED AT ALL EXIT DOORS SERVING THE ASSEMBLY ROOMS. 3. PANIC HARDWARE FOR ALL THE EXTERIOR GATES THAT SERVE THE OUTDOOR PATIO (WHICH SURROUNDS THE POOL AREA AND THAT PROVIDE EGRESS TO THE PUBLIC WAY). 4. FLOOR LEVEL EXITS SIGNS AND PATH MARKINGS TO BE PROVIDED PER CBC 1013. EXIT SIGNS ARE TO BE INTERNALLY OR EXTERNALLY ILLUMINATED BY PHOTOLUMINESCENT OR SELF LUMINOUS AND BE PROVIDED IN ALL INTERIOR CORRIDORS. PATH MARKINGS SHALL BE INSTALLED AT FLOOR LEVEL OR NO HIGHER THAN 8" ABOVE FLOOR LEVEL. 5. FLOOR IDENTIFICATION TO BE PLACED WITHIN STAIRWAYS AT THE LANDING OF EACH FLOOR LEVEL ADJACENT TO THE LATCH SIDE OF THE DOOR PER CBC 1023.9. 6. RAISED CHARACTER AND TACTILE SIGNAGE TO BE UTILIZED PER CBC 1013.4. 7. THE CLEAR WIDTH OF AISLE SHALL BE MIN 36 INCHES IF SERVING ELEMENTS ARE ONLY ON ONE SIDE AND MIN 44 INCHES IF SERVING ELEMENTS ARE ON BOTH SIDES. 8. SEATING AT TABLES SHALL BE MIN 19 INCHES AWAY FROM PARALLEL EDGE OF ACCESSWAY. LOCATION FOR SIGNAGE 1. RAISED CHARACTER AND BRAILLE EXIT SIGNS ARE REQUIRED AT EACH GRADE LEVEL EXTERIOR DOOR THAT IS AN ACCESSIBLE EXIT. SIGN COMPLYING WITH CBC 1013.1 AND SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". 2. STAIRWAYS SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT STAIR DOWN". 3. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR THAT LEADS TO AN EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT ROUTE". 4. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "TO EXIT" 5. RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CBC 11B-703.2, 11B-703.3 AND 1113-703.5. REFER TO DETAILS. 6. PROVIDE ACCESSIBLE DOOR SIGN ON ALL ACCESSIBLE EXIT DOORS ON THE GROUND LEVEL. FIRE PROTECTION NOTES 1. EACH BUILDING SHALL BE EQUIPPED THROUGHOUT WITH A MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC, CBC & NFPA 13. 2. COMPLETE FIRE ALARM AND DETECTION SYSTEM, DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC SECTIONS 907.1 THROUGH 907.9 (WHICH INCLUDES ALL OTHER USES AND OCCUPANCY GROUPS ASSOCIATED WITH THIS PROJECT) AND NFPA 72. SPECIFY TYPE OF SPRINKLER SYSTEM AND DETECTION SYSTEM AND SPECIFY SPRINKLER MONITORING REQUIREMENTS IN ACCORDANCE WITH CFC SECTIONS 903.4 THROUGH 903.4.2. 3. FULLY FIRE ALARMED, 100% POINT ADDRESSABLE FIRE ALARM IN AND OUT OF GUESTROOMS. - W ti �L,o (Jj�W cv U V U oC Z W w~U) H `tw = zMo rn Lu Q z Q J < Q U w CV ti cf) Q J V15 11 /22/2019 PRELIMINARY DESIGN N J W H 0 W V O V t� 0 0 W 00 M LLI H 0 0 od w Z Q 0 N PROJECT NUMBER: 18 048 Q U z 0 0 J m Z J 0 EGRESS PLAN - LEVEL 2 PARKING GARAGE - LEVEL 2 3/32" = V-0" DRm6m3 EXIT ACCESS #3 101 FROM HOTEL 30 FROM TERRACE 49 FROM POOL OCCUPANCY LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION A-2 - ASSEMBLY R-1 - RESIDENTIAL A-3 - ASSEMBLY S-1 - STORAGE A-5 - ASSEMBLY S-2 - STORAGE / B- BUSINESS ACCESSORY EGRESS PLAN LEGEND ROOM NAME ROOM NAME - ROOM NUMBER 000 ­4 ---------------- OCCUPANT LOAD FACTOR (CBC TABLE 1004.1.2) 100 10 OCCUPANT LOAD (MAX NUMBER OF OCCUPANTS) 1 000 SF SQUARE FOOTAGE OF ROOM EXIT DOOR #1 EXIT NUMBER 0.15 EGRESS CAPACITY FACTOR PER OCCUPANT: 2'-8" REQD 0.2" FOR STAIRWAYS (CBC 1005.3.1, EXCEP. 1) 0'-0" ACTUAL 0.15" FOR OTHERS (CBC 1005.3.2, EXCEP. 1) 0 REQD MIN. REQUIRED EGRESS WIDTH (CALCULATED) 0 ACTUAL ACTUAL PROVIDED EGRESS WIDTH ACTUAL OCCUPANT LOAD ACTUAL PROVIDED OCCUPANT LOAD - DIRECTION OF EXIT TRAVEL __- PATH OF EXIT TRAVEL -- NUMBER OF OCCUPANTS EXITING 100 TOTAL NUMBER OF OCCUPANTS EXITING THROUGH THE EXIT ROUTE FOR ACCESSIBLE PATH OF TRAVEL FROM THE BUILDING TO PUBLIC RIGHT-OF-WAY 0 FIRE EXTINGUISHER CABINET FEC EGRESS ANALYSIS 1. CBC 906. MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER - 75'. 2. CBC 1020.4. DEAD END CORRIDORS IN GROUP A SHALL NOT EXCEED 20 FEET. 3. CBC 1020.4 EXCEPTION #2. DEAD END CORRIDORS IN GROUPS B, R-1, S SHALL NOT EXCEED 50 FEET. 4. CBC 1113-206.4.1. ALL PUBLIC ENTRANCES AND EXTERIOR GROUND -FLOOR EXITS SHALL BE ACCESSIBLE. DESCRIPTION REQUIRED PROVIDED CBC 1006. NUMBER OF EXITS 2 2 AT LEVEL 1 FROM HOTEL 4 AT LEVEL 1 FROM PARKING GARAGE 4 AT LEVEL 2 3 AT LEVEL 3 2 AT TYP. LEVELS CBC TABLE 1006.2.1. COMMON PATH OF 75' MAX. 47' AT LEVEL 4 EGRESS TRAVEL DISTANCE (A & R OCC.) (1 BEDROOM KB4) 100' MAX. 33' AT LEVEL 1 (S OCC.) (MECHANICAL) CBC 1017. EXIT ACCESS TRAVEL DISTANCE 250' MAX. 147' AT LEVEL 1 (A,R&S OCC.) 169' AT TYP. LEVELS 32" MIN. 44" MIN. SEE EGRESS PLANS 48" TYP. CBC 1010.1.1. DOOR WIDTH CBC 1011.2. STAIRWAY WIDTH CBC 1020.2. CORRIDOR WIDTH 44" MIN. 60" TYP. EGRESS PLAN NOTES 1. WALL MOUNTED (INTERNALLY ILLUMINATED) EXIT SIGNS TO BE PROVIDED IN CORRIDORS DIRECTLY BELOW EACH CEILING MOUNTED EXIT SIGN - REFER TO PLANS AND ELECTRICAL DRAWINGS FOR LOCATIONS. 2. PANIC HARDWARE TO BE INSTALLED AT ALL EXIT DOORS SERVING THE ASSEMBLY ROOMS. 3. PANIC HARDWARE FOR ALL THE EXTERIOR GATES THAT SERVE THE OUTDOOR PATIO (WHICH SURROUNDS THE POOL AREA AND THAT PROVIDE EGRESS TO THE PUBLIC WAY). 4. FLOOR LEVEL EXITS SIGNS AND PATH MARKINGS TO BE PROVIDED PER CBC 1013. EXIT SIGNS ARE TO BE INTERNALLY OR EXTERNALLY ILLUMINATED BY PHOTOLUMINESCENT OR SELF LUMINOUS AND BE PROVIDED IN ALL INTERIOR CORRIDORS. PATH MARKINGS SHALL BE INSTALLED AT FLOOR LEVEL OR NO HIGHER THAN 8" ABOVE FLOOR LEVEL. 5. FLOOR IDENTIFICATION TO BE PLACED WITHIN STAIRWAYS AT THE LANDING OF EACH FLOOR LEVEL ADJACENT TO THE LATCH SIDE OF THE DOOR PER CBC 1023.9. 6. RAISED CHARACTER AND TACTILE SIGNAGE TO BE UTILIZED PER CBC 1013.4. 7. THE CLEAR WIDTH OF AISLE SHALL BE MIN 36 INCHES IF SERVING ELEMENTS ARE ONLY ON ONE SIDE AND MIN 44 INCHES IF SERVING ELEMENTS ARE ON BOTH SIDES. 8. SEATING AT TABLES SHALL BE MIN 19 INCHES AWAY FROM PARALLEL EDGE OF ACCESSWAY. LOCATION FOR SIGNAGE 1. RAISED CHARACTER AND BRAILLE EXIT SIGNS ARE REQUIRED AT EACH GRADE LEVEL EXTERIOR DOOR THAT IS AN ACCESSIBLE EXIT. SIGN COMPLYING WITH CBC 1013.1 AND SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". 2. STAIRWAYS SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT STAIR DOWN". 3. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR THAT LEADS TO AN EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT ROUTE". 4. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "TO EXIT" 5. RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CBC 11B-703.2, 11B-703.3 AND 1113-703.5. REFER TO DETAILS. 6. PROVIDE ACCESSIBLE DOOR SIGN ON ALL ACCESSIBLE EXIT DOORS ON THE GROUND LEVEL. FIRE PROTECTION NOTES 1. EACH BUILDING SHALL BE EQUIPPED THROUGHOUT WITH A MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC, CBC & NFPA 13. 2. COMPLETE FIRE ALARM AND DETECTION SYSTEM, DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC SECTIONS 907.1 THROUGH 907.9 (WHICH INCLUDES ALL OTHER USES AND OCCUPANCY GROUPS ASSOCIATED WITH THIS PROJECT) AND NFPA 72. SPECIFY TYPE OF SPRINKLER SYSTEM AND DETECTION SYSTEM AND SPECIFY SPRINKLER MONITORING REQUIREMENTS IN ACCORDANCE WITH CFC SECTIONS 903.4 THROUGH 903.4.2. 3. FULLY FIRE ALARMED, 100% POINT ADDRESSABLE FIRE ALARM IN AND OUT OF GUESTROOMS. - W o�� ti O 44-- - U W A J U � W CV U V UCDZ W= w~� ��w LU zMo V w>� 0 z i�: Q i Q > C7 w N > ti � Q J V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 N W 0 00 M Lu H 0 0 cn 06 W 0 Z Q 0 N PROJECT NUMBER: 18 048 EGRESS PLAN - LEVEL 3 LEVEL 3 FLOOR PLAN 3/32" = V-0" DRm6m4 OCCUPANCY LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION A-2 - ASSEMBLY R-1 - RESIDENTIAL A-3 - ASSEMBLY S-1 - STORAGE A-5 - ASSEMBLY S-2 - STORAGE / B- BUSINESS ACCESSORY EGRESS PLAN LEGEND ROOM NAME ROOM NAME' ROOM NUMBER 000 ­14"- OCCUPANT LOAD FACTOR (CBC TABLE 1004.1.2) 100 10 OCCUPANT LOAD (MAX NUMBER OF OCCUPANTS) 1,000 SF SQUARE FOOTAGE OF ROOM EXIT DOOR #1 EXIT NUMBER 0.15 EGRESS CAPACITY FACTOR PER OCCUPANT: 2'-8" REQD 0.2" FOR STAIRWAYS (CBC 1005.3.1, EXCEP. 1) 0'-0" ACTUAL 0.15" FOR OTHERS (CBC 1005.3.2, EXCEP. 1) 0 REQD MIN. REQUIRED EGRESS WIDTH (CALCULATED) 0 ACTUAL ACTUAL PROVIDED EGRESS WIDTH ACTUAL OCCUPANT LOAD ACTUAL PROVIDED OCCUPANT LOAD _-- DIRECTION OF EXIT TRAVEL PATH OF EXIT TRAVEL 10? NUMBER OF OCCUPANTS EXITING A TOTAL NUMBER OF OCCUPANTS EXITING THROUGH THE EXIT ROUTE FOR ACCESSIBLE PATH OF TRAVEL FROM THE BUILDING TO PUBLIC RIGHT-OF-WAY 0 FIRE EXTINGUISHER CABINET FEC EGRESS ANALYSIS 1. CBC 906. MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER - 75'. 2. CBC 1020.4. DEAD END CORRIDORS IN GROUP A SHALL NOT EXCEED 20 FEET. 3. CBC 1020.4 EXCEPTION #2. DEAD END CORRIDORS IN GROUPS B, R-1, S SHALL NOT EXCEED 50 FEET. 4. CBC 11B-206.4.1. ALL PUBLIC ENTRANCES AND EXTERIOR GROUND -FLOOR EXITS SHALL BE ACCESSIBLE. DESCRIPTION REQUIRED PROVIDED CBC 1006. NUMBER OF EXITS 2 2 AT LEVEL 1 FROM HOTEL 4 AT LEVEL 1 FROM PARKING GARAGE 4 AT LEVEL 2 3 AT LEVEL 3 2 AT TYP. LEVELS CBC TABLE 1006.2.1. COMMON PATH OF 75' MAX. 47' AT LEVEL 4 EGRESS TRAVEL DISTANCE (A & R OCC.) (1 BEDROOM KB4) 100' MAX. 33' AT LEVEL 1 (S OCC.) (MECHANICAL) CBC 1017. EXIT ACCESS TRAVEL DISTANCE 250' MAX. 147' AT LEVEL 1 (A,R&S OCC.) 32" MIN. 44" MIN. 169' AT TYP. LEVELS SEE EGRESS PLANS 48" TYP. CBC 1010.1.1. DOOR WIDTH CBC 1011.2. STAIRWAY WIDTH CBC 1020.2. CORRIDOR WIDTH 44" MIN. 60" TYP. EGRESS PLAN NOTES 1. WALL MOUNTED (INTERNALLY ILLUMINATED) EXIT SIGNS TO BE PROVIDED IN CORRIDORS DIRECTLY BELOW EACH CEILING MOUNTED EXIT SIGN - REFER TO PLANS AND ELECTRICAL DRAWINGS FOR LOCATIONS. 2. PANIC HARDWARE TO BE INSTALLED AT ALL EXIT DOORS SERVING THE ASSEMBLY ROOMS. 3. PANIC HARDWARE FOR ALL THE EXTERIOR GATES THAT SERVE THE OUTDOOR PATIO (WHICH SURROUNDS THE POOL AREA AND THAT PROVIDE EGRESS TO THE PUBLIC WAY). 4. FLOOR LEVEL EXITS SIGNS AND PATH MARKINGS TO BE PROVIDED PER CBC 1013. EXIT SIGNS ARE TO BE INTERNALLY OR EXTERNALLY ILLUMINATED BY PHOTOLUMINESCENT OR SELF LUMINOUS AND BE PROVIDED IN ALL INTERIOR CORRIDORS. PATH MARKINGS SHALL BE INSTALLED AT FLOOR LEVEL OR NO HIGHER THAN 8" ABOVE FLOOR LEVEL. 5. FLOOR IDENTIFICATION TO BE PLACED WITHIN STAIRWAYS AT THE LANDING OF EACH FLOOR LEVEL ADJACENT TO THE LATCH SIDE OF THE DOOR PER CBC 1023.9. 6. RAISED CHARACTER AND TACTILE SIGNAGE TO BE UTILIZED PER CBC 1013.4. 7. THE CLEAR WIDTH OF AISLE SHALL BE MIN 36 INCHES IF SERVING ELEMENTS ARE ONLY ON ONE SIDE AND MIN 44 INCHES IF SERVING ELEMENTS ARE ON BOTH SIDES. 8. SEATING AT TABLES SHALL BE MIN 19 INCHES AWAY FROM PARALLEL EDGE OF ACCESSOAY. LOCATION FOR SIGNAGE 1. RAISED CHARACTER AND BRAILLE EXIT SIGNS ARE REQUIRED AT EACH GRADE LEVEL EXTERIOR DOOR THAT IS AN ACCESSIBLE EXIT. SIGN COMPLYING WITH CBC 1013.1 AND SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". 2. STAIRWAYS SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT STAIR DOWN". 3. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR THAT LEADS TO AN EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "EXIT ROUTE". 4. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORDS "TO EXIT" 5. RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CBC 1113-703.2, 1113-703.3 AND 1113-703.5. REFER TO DETAILS. 6. PROVIDE ACCESSIBLE DOOR SIGN ON ALL ACCESSIBLE EXIT DOORS ON THE GROUND LEVEL. FIRE PROTECTION NOTES 1. EACH BUILDING SHALL BE EQUIPPED THROUGHOUT WITH A MONITORED AUTOMATIC FIRE SPRINKLER SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC, CBC & NFPA 13. 2. COMPLETE FIRE ALARM AND DETECTION SYSTEM, DESIGNED AND INSTALLED IN ACCORDANCE WITH CFC SECTIONS 907.1 THROUGH 907.9 (WHICH INCLUDES ALL OTHER USES AND OCCUPANCY GROUPS ASSOCIATED WITH THIS PROJECT) AND NFPA 72. SPECIFY TYPE OF SPRINKLER SYSTEM AND DETECTION SYSTEM AND SPECIFY SPRINKLER MONITORING REQUIREMENTS IN ACCORDANCE WITH CFC SECTIONS 903.4 THROUGH 903.4.2. 3. FULLY FIRE ALARMED, 100% POINT ADDRESSABLE FIRE ALARM IN AND OUT OF GUESTROOMS. V15 11/22/2019 PRELIMINARY DESIGN J W H 0 W (m) O V m a 0 0 N W 0 00 M Lu H 0 0 cn 06 W 0 Z Q 0 N PROJECT NUMBER: 18 048 EGRESS PLAN - LEVEL 4-6 EGRESS PLAN - LEVELS 4-6 3/32" = V-0" DRm6m5 LEGEND PROPOSED EX/STING 100 77— WRi PI (� RWL R S2 12.5 + 11.37 ❑T _wo CO AD BW BLDG BL CB COTG C DR DS DIP ESMT EW FB FC FW FF FL GB HP /E LP LT OF OD PV POC RWL R RE RD SL SOJB SDMH SWL 7B Tc TW TE SD� oo-00 �o ASPHAL T BERM BLOCK/RETAINING WALL BUILDING LINE CENTER LINE CONCRETE CURB CONCRETE CURB CUT CONCRETE CURB & GUTTER CONTOUR LINE DRI VEWA Y EDGE OF PA VEMENT FLUSH CONCRETE CURB FENCE LINE GRADE BREAK LINE GUARD RAIL LOT LINE MONUMENT/MONUMENT LINE PERFORA TED STORM DRAIN PIPE PROPERTY LINE RA/NWA TER LEADER RIDGE LINE SIDEWALK STORM DRAIN -MANHOLE & CATCH BASIN 7HRU CURB DRAIN SPOT GRADE CIOL ENGINEER SPOT GRADE PER LS ARCHITECT PLANS TRANSFORMER TRAFFIC SIGN TREE U77LITY BOX AREA DRAIN BACK OF WALK BUILDING BUILDING LINE CATCH BASIN CLEANOUT TO GRADE CONCRETE DOOR DOWN SPOUT DUC77LE IRON PIPE EASEMENT EDGE OF WALK FACE OF BERM FACE OF CURB FACE OF WALL FIN/SHED FLOOR FLOW LINE GRADE BREAK HIGH POINT INVERT ELEVA77ON LOW POINT LIGHT OVERFLOW OVERFLOW DRAIN PA VEMENT POINT OF CONNEC77ON RAINWATER LEADER RIDGE RIM ELEVATON ROOF DRAIN STREET LIGHT STORM DRAIN JUNC77ON BOX STORM DRAIN MANHOLE SWALE TOP OF BERM TOP OF CURB TOP OF WALL TRANSFORMER TRASH ENCLOSURE ON -SITE IMPROVEMENT PLANS ABBREVIATIONS (MT) MULTI TRUNK /.P. IRON PIPE AC ASPHAL77C CONCRE7E IN INVERT ELEVATON ADJ. ADJUST JT JOINT TRENCH AN ANODE LIP LIP OF GUTTER BC BEGINNING OF CURVE MON MONUMENT BFP BACK FLOW PREVENTER PED PEDESTAL BL BUILDING PV PAVEMENT BW BACK OF WALK RCP REINFORCED CONCRETE PIPE CB CATCH BASIN RIM RIM ELEVATION C/P CAST IRON PIPE RPBP REDUCE PRESSURE BACKFLOW PREVEN7ER CL CENTERL/NE RPDA REDUCE PRESSURE DETECTOR ASSEMBL Y COMM COMMON/CA TION SO STORM DRAIN CONST CONSTRUCT SDMH STORM DRAIN MANHOLE CTV CABLE TELEOS/ON SL STREET LIGHT DET DETECTOR SLB STREET LIGHT BOX DIP DUCTILE IRON PIPE SS SANITARY SEWER DTL. DETAIL SSMH SANITARY SEWER MANHOLE DWY DRIVEWAY STD. STANDARD EB ELECTRIC BOX TB TELEPHONE BOX EC END OF CURVE TC TOP OF CURB EM ELECTRIC METER TELE TELEPHONE EV ELECTRIC VAULT TMH TELEPHONE MANHOLE EX. EX/S77NG TOP TOP OF SLOPE FH FIRE HYDRANT TR TOP OF RAMP FL FLOW LINE TSB TRAFFIC SIGNAL BOX FNC FENCE UB U77LITY BOX FND FOUND VCP VITRIFIED CLAY PIPE FOMH FIBER OP77C MANHOLE WB WATER BOX FS FIRE SERVICE or FINISH SURFACE ► u WATER METER GB GRADE BREAK UNK UNKNOWN HP HIGH POINT N.A.P. NOT A PART FOR PROPOSED HOTEL SITE - --------------------------------------- - _ o NOTES DUBLIN BL VD AND SAN ROMON RD. DUBLIN, CALIFORNIA 1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY CHICAGO TITLE INSURANCE COMPANY, DATED NOVEMBER 8, 2018, ORDER NUMBER 36301133-363-LB-KD, UPDATE "B". NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES). HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 4. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR ALAMEDA COUNTY, CALIFORNIA, MAP NUMBER 06001CO308G FOR COMMUNITY NUMBER 060705 (CITY OF DUBLIN), WITH AN EFFECTIVE DATE OF AUGUST 3, 2009, AS BEING LOCATED IN FLOOD ZONES "X-UNSHADED & X-SHADED". ACCORDING TO FEMA THE DEFINITION OF ZONE "X-UNSHADED" IS: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THE DEFINITION OF "X-SHADED" IS AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. FEMA BASE FLOOD ELEVATIONS ARE BASED ON NAVD88 DATUM. NO VEMBER, 2 0 19 PROJECT LOCATION 1" 0=60' Z 5. CORNER RECORD NOTE: THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND FILING OF PRE -CONSTRUCTION AND POST -CONSTRUCTION CORNER RECORDS FOR ANY MONUMENTS OR PROPERTY CORNERS SHOWN HEREON THAT MAY BE DESTROYED DURING IMPROVEMENTS TO THE SUBJECT PROPERTY AS DEFINED IN SECTION 8771(B) OF THE PROFESSIONAL LAND SURVEYORS ACT. 6. THE ENTIRE SUBJECT PROPERTY LIES WITHIN A "LIQUEFACTION ZONE", A PORTION OF WHICH ALSO LIES WITHIN AN "EARTHQUAKE FAULT ZONE", AS SHOWN ON THAT CERTIAN DUBLIN QUADRANGLE MAP ENTITLED "EARTHQUAKE ZONES OF REQUIRED INVESTIGATION". THE APPROXIMATE LOCATION OF THE EARTHQUAKE FAULT ZONE HAS BEEN PLOTTED HEREON. 7. THIS SURVEY WAS COMPILED USING THAT CERTAIN ALTA SURVEY PREPARED BY DK CONSULTING, INC. AND DATED AUGUST 16, 2018, AS A BASE MAP FOR THE IMPROVEMENTS SHOWN HEREON. SAID BASE MAP HAS BEEN SUPPLEMENTED BY A GROUND SURVEY IN SPECIFIC AREAS OF INTEREST. I P RO.J ECT SITE c r z 0 c D n Ln Lu Lu Z SAN RAMON ROAD DUBLIN VICINITY MAP NO SCALE SHEET INDEX SHEET DESCRIPTION C1 COVER SHEET C2 TYPICAL SECTIONS C3 TOPOGRAPHIC SURVEY C4 HORIZONTAL CONTROL PLAN C5 PRELIMINARY GRADING AND DRAINAGE PLAN C6 PRELIMINARY UTILITY PLAN C7 EROSION CONTROL PLAN C8 CLEAN BAY BLUEPRINT C9 STORM WATER QUALITY CONTROL PLAN C10 HOTEL AUTO TURN ANALYSIS NOTE: THIS SITE HAS FIBER OPTIC LINES LOCATED ON OR ADJACENT TO IT. BENCHMARK: BENCHMARK: CITY OF DUBLIN MONUMENT AT THE INTERSECTION OF AMADOR VALLEY BOULEVARD AND REGIONAL STREET. ELEVATION= 355.01 (NAVD 88 DATUM) BASIS OF BEARINGS: BASIS OF BEARINGS: THE BEARING OF NORTH 200 51' 45" WEST TAKEN ON THE MONUMENT LINE OF REGIONAL STREET AS SHOWN ON THAT CERTAIN PARCEL MAP, NUMBER 1920 FILED FOR RECORD ON DECEMBER 1, 1976, IN BOOK 94 OF MAPS AT PAGES 11 & 12, OFFICIAL RECORDS OF ALAMEDA COUNTY WAS TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. NOTICE TO CONTRACTORS CON TRA C TOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) A T 811 A MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND WORK FOR VERIFICATION OF THE LOCH TION OF UNDERGROUND UTILITIES NOTE: THE PRELIMINARY PLANS PROVIDE DESIGN INTENT. ALL PROPOSED CIVIL IMPROVEMENTS HEREIN WILL REQUIRE ADDITIONAL DETAILS, DURING THE DETAILED PHASE, I.E. CONSTRUCTION DOCUMENTS. IT'S EXPECTED AND UNDERSTOOD THAT DURING THE CONSTRUCTION DOCUMENT PHASE THE CIVIL ENGINEER WILL REVISE THE PLANS TO MEET AND SATISFY THE CITY'S COMMENTS/CONDITIONS OF APPROVALS. } m z O w a a a a a } m z O w oz a a a a a °0 E °O o op L� [N N 0 0 N� IL LLJ 0 fu 0 Ln o u, r� U Q U 0 U 0� 00 00 N J a Z oC U° J J J U ZD o O w J ce Lu coV z_ r= V J J °C L.w0 co O L.L.I LU o O 0 ce o Lo U �' '� z a U m ZD ce Z_ J m ZD 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER ZS DRAFTER STAFF JOB NO. A18645 SHEET C i OF 10 SHEETS SECTION De PARKING P BUILDING OVERHANG SECOND LEVEL AC PAVEMENT—\ 6" .6 n Ln Ln 0 N N w LcD Qo Do Q w ol ol w cl- z w w z w Qc DO 0 i Qc Q i 0 N r� 6.67' SIDEWALK CONCRETE SIDEWALK SLOPE VAR/ES 2% MAX SEE PLAN " CURB BUILDING S=0.005 CATCH BASIN 1 ° a 15' COMPACT PARKING 13.3' CURB & GUTTER ON WALL WITH FOOTING �n 18" BIO- TREA TMENT SOIL MIX 12" MIN CLASS # PERMEABLE MA TER/AL BUILDING 0 20'INGRESS EGRESS PL 20'INGRESS EGRESS & PUBLIC U77LITY ESMT A & PUBLIC U77LITY ESMT I �I 1 CONFROM - 1 -------------------- - I I PA VEMENT 26' DRIVE AISLE AC PA VEMENT SLOPE VARIES SEE PLAN SECTION ANG PARKING �' SECOND LEVEL J.5' 10.75' PASSENGER LOADING LANE AC PAVEMENT SLOPE VARIES 27' MAX SEE PLAN SECTION 14.75' CONCRETE ENTRANCE 15.6' COMPACT PARKING 5.2' LANDSCAPE PL Y VALLEY GUTTER I I 6" CURB CONFROM 1 EX/S77NG SLOPE VARIES 1 GRADE ------ ------ SEE PLAN ° //\10/ /// 26' DRIVE AISLE 16.1' COMPACT PARKING 4.95' LANDSCAPE PL 1 1 I 6" CURB CONFROM 1 EXISTING SLOPE VARIES 1 GRADE ------ ------ SEE PLAN �//ice//i�///\00i // SECTION V SLOPE VAR/ES 29 MAX SEE PLAN BUILDING } m z O w zz < < < < < m z O w OZ aaa a a °0 E °O o co r .� N O N cy, Ne O C O d ry W fu 0 �Ln oLn r� U Q � U O Op U E �[ \` cno > m N J a Z ce U LL J J J U Vl � z ZD p o 0 I --I J ce coV U z w LL J °C C� o co o LL J Q LLJ a 0 o U � Ln Z � a u m ZD ce z J m ZD 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER zS DRAFTER STAFF JOB NO. A18645 SHEET C2 OF 10 SHEETS DRIVEWAY TO BE REPLACED o - co N N� W Ln 00 CD 0-) �71 ROAD LEDICtTION 96-200269 ,O.R. CONCRETE TO BE REPLACED TEMPORARY CC EASEM 96-20021 TE, CURB, AND LIP TO BE REPLACED W 0 Q � J m � o _Z J � CO U 0 m CD NOTES 1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY CHICAGO TITLE INSURANCE COMPANY, DATED NOVEMBER 8, 2018, ORDER NUMBER 36301133-363-LB-KD, UPDATE "B". NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. 3. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES. (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UTILITIES). HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRAWINGS. 4. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR ALAMEDA COUNTY, CALIFORNIA, MAP NUMBER 06001CO308G FOR COMMUNITY NUMBER 060705 (CITY OF DUBLIN), WITH AN EFFECTIVE DATE OF AUGUST 3, 2009, AS BEING LOCATED IN FLOOD ZONES "X-UNSHADED & X-SHADED". ACCORDING TO FEMA THE DEFINITION OF ZONE "X-UNSHADED" IS: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. THE DEFINITION OF "X-SHADED" IS AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. FEMA BASE FLOOD ELEVATIONS ARE BASED ON NAVD88 DATUM. 75 `91231 0. R. 77257418 O.R. I I I w Lu u SAN RAM0N (pu /� Ro w I.E.E. & P.U.E. 77257418 O.R. J Lu o. ---- aoDoo- O O O O O w CD—N['�co O� -- C)oo 00 N CO 0 0 0 0 0 �L-LiL,iL�0--)0,mC)-) (7� '\°hO 48 SD UKD LEGEND 0 15 30 60 90 Scale 1 " = JO' 38" REDWOOD tti D_ C) —1 u-) 6 L� i� L� Ll LLB �1 C."I / / / / / / / / / / / / / / / / / / / NOTE: THIS SITE HAS FIBER OPTIC LINES LOCATED ON OR ADJACENT TO IT. TI -1- IT ABBUTER'S RIGHTS RELINQUISHED AD AREA DRAIN MH MANHOLE BUILDING LINE BC BACK OF CURB MON MONUMENT 5. BENCHMARK: CONCRETE CURB BFP BACKFLOW PREVENTOR OH OVERHEAD CITY OF DUBLIN MONUMENT AT THE INTERSECTION OF AMADOR VALLEY BOULEVARD AND REGIONAL STREET. CONCRETE CURB & GUTTER BL BUILDING O.R. OFFICIAL RECORD ELEVATION- 355.01 (NAVD 88 DATUM) �- 1GO - CONTOUR LINE BS BOTTOM OF STAIRS PG&E PACIFIC GAS & ELECTRIC DRIVEWAY BW BACK OF WALK PM PARCEL MAP 6. BASIS OF BEARINGS: EDGE OF PAVEMENT C CONCRETE P-FC PAVEMENT FACE OF CURB — E ELECTRIC LINE CB CATCH BASIN (P) PER PLAN THE BEARING OF NORTH 200 51' 45" WEST TAKEN ON THE MONUMENT LINE OF REGIONAL STREET AS SHOWN —EO FIBER OPTIC LINE CL CENTER LINE RE RIM ELEVATION ON THAT CERTAIN PARCEL MAP, NUMBER 1920 FILED FOR RECORD ON DECEMBER 1, 1976, IN BOOK 94 OF — G GAS LINE CO CLEANOUT SD STORM DRAIN MAPS AT PAGES 11 & 12, OFFICIAL RECORDS OF ALAMEDA COUNTY WAS TAKEN AS THE BASIS FOR ALL - - LOT LINE COL COLUMN SDMH STORM DRAIN MANHOLE BEARINGS SHOWN HEREON. - - MONUMENT/MONUMENT LINE CTVB CABLE TELEVISION BOX SS SANITARY SEWER PROPERTY LINE DR DOOR SSMH SANITARY SEWER MANHOLE 7. CORNER RECORD NOTE: —SS0 SANITARY SEWER -MANHOLE AND LINE ESMT EASEMENT T TRANSFORMER THE DEVELOPER AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION AND FILING OF ------------ SIDEWALK EB ELECTRIC BOX TC TOP OF CURB � 100.00 SPOT ELEVATION EV ELECTRIC VAULT T.E. TRASH ENCLOSURE PRE -CONSTRUCTION AND POST -CONSTRUCTION CORNER RECORDS FOR ANY MONUMENTS OR PROPERTY —SD STORM DRAIN -MANHOLE & CATCH BASIN EUC EUCALYPTUS TSB TRAFFIC SIGNAL BOX CORNERS SHOWN HEREON THAT MAY BE DESTROYED DURING IMPROVEMENTS TO THE SUBJECT PROPERTY AS —SD m STORM DRAIN OVER 24"DIAMETER EW EDGE OF WALK (TYP) TYPICAL DEFINED IN SECTION 8771(B) OF THE PROFESSIONAL LAND SURVEYORS ACT. —T TELEPHONE LINE FD FOUND UB UNKNOWN UTILITY BOX TV TELEVISION LINE FF FINISH FLOOR UNK UNKNOWN 8. THE ENTIRE SUBJECT PROPERTY LIES WITHIN A "LIQUEFACTION ZONE", A PORTION OF WHICH ALSO LIES WATER LINE & VALVE FMH FIBER OPTIC MANHOLE UTIL UTILITY WITHIN AN "EARTHQUAKE FAULT ZONE", AS SHOWN ON THAT CERTIAN DUBLIN QUADRANGLE MAP ENTITLED -i} + BOLLARD ELECTROLIER G.A. G.I. GAS ASSEMBLY GREASE INTERCEPTOR W.I. WM WROUGHT IRON WATER METER "EARTHQUAKE ZONES OF REQUIRED INVESTIGATION". THE APPROXIMATE LOCATION OF THE EARTHQUAKE � FIRE DEPARTMENT CONNECTION IE INVERT ELEVATION . FAULT ZONE HAS BEEN PLOTTED HEREON. � FIRE HYDRANT IM IMAGE 4�,�e� 0- POST INDICATOR VALVE k 9. THIS SURVEY WAS COMPILED USING THAT CERTAIN ALTA SURVEY PREPARED BY DK CONSULTING, INC. AND T TRAFFIC SIGN DATED AUGUST 16, 2018, AS A BASE MAP FOR THE IMPROVEMENTS SHOWN HEREON. SAID BASE MAP HAS TRAFFIC SIGNAL PREPAROJY OR UNDER THE SUPERVISION OF RICHARD JAMES HICKENBOTTOM, P.L.S. 8654 BEEN SUPPLEMENTED BY A GROUND SURVEY IN SPECIFIC AREAS OF INTEREST. 12" REDWOOD O TREE TREE DRIPLINE JHICKENBOTTOM®KIERWRIGHT.COM 0 UTILITY BOX WATER VALVE 1 1/ 4/2019 DATE LAND S H /C LF`- Q No. 8654 0--1 Qz'� CAL\ Cc z O L1J O a a a a a } m z O L1J z a a a a a °0 E °O o n O T OP Ln [N O 0 O d r LLJ 0 O K ,-1 Ln O Ln r U Q U �[ \` O U pE o Ln > N J Q ce U° Lu J Q u 0. ZD m O J ce V m U Z � LJ °C 0CoLLW QC 0_ Q o ce V Lll 'n- o � z � a O u m ZD ce ZZD J m 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER ZS DRAFTER STAFF JOB NO. A18645 SHEET C 3 OF 10 SHEETS T E 0 El- 0 N N co 00 0 _ co Q LLJ LLJ n, n _ 0 _ i z w LLj z w i c� 0 i cc 0 c\i N I � I I / I I I — — — — — — — — — — — — ----------------------- --- ----1— --------------------------- I I 24' on �\ X "�\ 107' 24' B \� N 20' C2 --- --- ---- _ 67' N69'08'15°E \ I ! 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Q ZD ^ m p O J 0 J oC V m z z 0 LJO� 0��W J � Q p O oL O I —I Z oC Q O U m ZD ce z J m 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER zS DRAFTER STAFF JOB NO. Al 8645 SHEET C4 OF 10 SHEETS Co CD Co N 01 J w 0 �I CD Ln 00 Q w 0 ry I z w w z w CD 0 Ln CD 00 Q i 0 N i N LEGEND 0 AREA DRAIN O STORM DRAIN CATCH BASIN ■ STORM DRAIN JUNCTION BOX • STORM DRAIN MANHOLE FL FLOW LINE FF FINISH FLOOR PV PA VEMENT RE RIM ELEVATION _ 23.8 SPOT ELEVATION _ X"SD_ STORM DRAIN LINE TO TOP OF CURB ❑ BUILDING COLUMN ----- SAWCUT x BARRIER/RAIL PER ARCHITECT PROPOSED SIDEWALK NEW AC PAVEMENT /N KIND PROPOSED LANDSCAPE PROPOSED B/O- TREA TMEN T AREA PROPOSED ,GRIND �e P01%ERLAY WI PROPOSED PEOUS PAVEMENT CD TE=359.70 -S,. TVA --- i87--- NO TES: 1. ALL INLETS TO BE MARKED WI TH STORM DRAIN MARKERS THA T READ "NO DUMPING, DRAINS TO CREEK" PER CITY OF DUBLIN STANDARD DETAIL CO-704. 2. ALL INLETS TO HA VE SCREEN FIL TERS FOR FULL TRASH CAPTURE MEASURES PER PROVISION C. 10 OF THE REGIONAL WATER QUALITY CONTROL BOARD'S MUNICIPAL REGIONAL PERMIT i Q,F 0 -Fa - - - - - - - - - - - - - 0 10 20 40 60 Scale 1" = 20' O O / SDCB TC360.32 -� 0-356.1 SDJB RE 361.30 w 9 -6"SD RWL lE 355.93 s=0.0050 SDCB RE 360.24 RE 360.70 lE 354.22 a, x x FL 360.20 - - o00 003 - j �o 000000 - _ _ o - SDCB - - o /BUBBLER ,,,,,, ,,,,,, e,eOo - ,,,,,, I / ��� o,00 e� A>> BUBBLER RE 360.90 ® - ---� FL 362.50 I `� 4 RE 363.00- �, p j• j / �� - --- - --- _ W W°W ,O$ , Q Q �� �6�•Q, o FL 360.20 \ 356.73 - " ❑ o . &� - lE 354.02 6" A TE 36 lE 359.38 6 • I O ooT N� 10 -6 SD \ 0-357.44�6"SD S=0.0200 � o '56 h6S', S=0.0200 ) P�Cn I I 0 <v0 J- s ROOF- - - - - �o =`�' 20-6"SD �g v DD s I 6.90 CLoR _ _ SDCB I �R z - - 9 DOWI ®° RE 363.10 1 RE 36251i S=0.0100 r c - ,363 �o O / �I ° I FL 362.60 lE 359.47 �� _ _� h0� tea, ,oG� I SDCB / I 6R 6ti Q •�� 'tom RE 362.03 \l o lE 356.78 __ o v� B \ h SDJBFL I V I 1 /l III I •III -� I z 0 /E 357.25 0 5 -6 SDI C2 \RE 362.40 36 /E 357.45 ❑ BUBBLER LL0 S=0.0069 RWL h6 Q a o ? ¢ x RE 362.23 �- 1 �p RE 366.30 _� o FL 361.53 BUBBLER I lE 359.63 2 o �6, W lE 354.72 6" RE BLD " ii RE .581Q 23 -6 SD - �� N <n lE 355.00 W FL 362.60- S=0.0073 6v' o a� �a� 14 �6"SD L� 359.43 6� - - �,� S=0.0200 �N69'0815 / o N ! I o0 0 " \ \ I I "� o I 24 N6 SD � SOJB SDJB 245.67' \j \j o� I ��� I �o� S=0.0069 / RE 363.20 FL 36229 1EE359.467 v� - -1EJ57.50- �1 W IEJ57.70 -� Z`y y6(( y \ BUBBLER I U ❑ CIUR�fiING CIUR�fiING ❑ CIURGING CHRRGING CHFRGING ❑ ❑ 110 " `� ` {, RE J62.99 / R 0 0 F ��e �`5, r�/� / �ti I goo A 20 �6 SD RK FL 362.29 " ON I &I &I ONLY ONLY NG W T - I- DOWNSPOUT o�. s� / / I oo C2 RWL 2 STORY PARKING S=0.0100 RE 362.33 10-6"SD lE 355.06 6 1 T ED C r�l _ - s- - I RE 363.03� lE 355 25 - - � - � � / �/ I a I � S=0.0200 - lE 359.63, STRUCTURE AND 4 STORY _ � 1 o _ -//� li HOTEL ABOVE i�------- - O O� =-I-� - 0 O �, ❑ RWL ° �5° ROOF RE 363.4 DOWNSPOUT I / "lE 356.78 .2 o l j 5 N6 SD co 0 $=0.0200 °p I�. BUBBLER RE 364.20 W �� Y I I FL 363.50 yQ5 I lE 356.68 6 x G -�� gk� �� •� G . _ _ _ _ _ _ _ _ _ _ _ EXISTING OFFICE BUILDING ---------�F-------- 000� 1 ❑ 0 SDCB RE 364.00 60 1 � 1 IEL 359.24 $DCB W .� W o ��i3` G • i o I 6�0 l RE 364.00 P I 'e II ❑ FL 363.50 W W CIO o SDMH O I I I 6' o RE 365. �� � lE 359.15 '`� � o " Q � 6' �N `n� lE 358'36 12 NW �o� / R E - BUBBLER �0 6,� �6, 5� �p PV 1_11358.36 12 E / D N S O U LRE 364.20 x x g a so 5 A \ / / I FL 363.50 x SDCO, oo w -- / I lE 356.45 6" - --------�-� - --------------------------------- ------ CIE _358.98 O------------------------�� Ii ---------��----- - - - - - - - - - - �� - 12�6"$D x ''` 5"8"SD �e �77- °� o _ � O �� LL ----- --� S=0.0200 x x x S=0.0100 RO E -O� _ � g ��N F 1� �1�-� �aae � -� � � � - - - _ - - - x RE J65JO �oD OW S P 0 T = - _ = - _ 1- - O 364.7 x lE 358.93 RE 363.96 3 �6 SD / RWO W E E ❑ - _ _ lE 357.04 S=0.0200 RE 363.51 l 1 I� W TPHALT) i 11 11 I 1 I -�� __ 6 5 ---- ---- E - _ L _ _ - 3 ----- - I � - 1 - - - RE 364.47 '°lam BUBBLER - FL 363.97 + RE 364.67 / )) AlVo /IbO o o �/ 1 / I I 1 I Off- _ �X lE 360.00 /FL 363.97 " 1 �6"SO • II n A VO o I I 1 I I l - O1 - 6S tea, lE J56.9 7 6 g' \ n 1 11 11 n AV on 1 1 1 �I I I I I I I II I I I 1 1 1 1 �nbOnnbO 1 I l O fi-- I I l o III -- - - 9 1 �l I II ^� Eee nnb-OnnV� A V/ �o �I I I I I 1 n bO I I I I I I I 34. ,,, 1 6q. W W° W sOJe I I 1 1 I I FBI I 11 n�b�n 1 1 �s arking ❑ C C U 1�� '` p 1 1 V h W W W RE365.13 ®�" Ab - ° On/IbO6� - h6� W IE 359.84 B -- l g I I 11 I I 11 bin b� 16 -6"SD /. o o I I 1 1 I I nAb�� �o�' s=o.ol00 C2 --___ o N� ��- E ----- _ l I -1 I 1 1 1 l I I �� �"InAVO -- ___ • °� - - - _ ��� I 1 1 1 nAbOnAVI l_16s 1 b 1 ❑ n n I I I I I n n n ggQ TE � � RS RIG S SAN RE--LINQQ ----_-1- �CNE __ N ��o --__� 566 AD O o ��o ___ o� _ 1_ C> � o----- -��- 368 -&WARWRAIIII Mho r 1 1 10 " SSMH 362 58 RF 1 E Y� I - �TQ ,�o`L, -------------------------- - - - - - - - - - - - - - -- -- ----- ---- - GRATE I I I m z O w z a a a a a m z 0 w CII z a a a a a °0 E � o U N i N V N 0 t a LL W0 c Ln 0 Ln v � U 0 0 U C:)E Ln N J z Q J °l� O a U J Q (W V U z � i--i Q ZD oC 0 O 0 J ce 0 Co z Q z � _ (D LL z °Co0w Q_ 0 0 O Q � L11 � Z Q Q U z ZD J oC z W J Co 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER zS DRAFTER STAFF JOB NO. Al 8645 SHEET C 5 OF 10 SHEETS T 00 0 4 Ln N O N 2 01 0 cl- Ln 00 Ld 0 Of Ld 0 i z L1J w z L1J i c� 0 Ln 00 CD i N i N MEN NIEMEN NIEMEN NIEMEN NIEMEN NIEMEN WM WM F�' I V BFP BFP FDC W STUB-W STUB I DETAIL --- -- - 777 ��---------------- ------ SSMH- - I ----- I -- ---- - -- -- - -- - - -- - ---- -� �--- 18"SD � SSMH SDJB � RE 362.58 RE 360.38 RE 361.30 0 lE 355.96 8"S lE 356.81 8"N (OUT) \ 2 L- L, , lE 355.93 lE 357.01 8 W (IN) 7- 13 -15~SD S=0.003LO -- -- 171�8~SSS=0.0050 - -- -- SDJB 'oz� CB \ SDJB SDJB RE 063 8' -SD SD 7F0 E2 RE RE 3629 18 �12"SD 9 RE 362.87 3V IE 355.97 S=0;0050 5E 6 2° N w 8"W - lE 356.71 W - IE 356.66 i i SDCB S=0.0030 15"SD RE 360.70 24 N12~SD S=0.0030 15 -6"SD = - X FL 360.20 \--\- - __ ----__ ____________________ _ ---- _-- S 0.0050 - - - - - - - - - - - - - - - - - - - - - - x. o - lE 355.97 7,7 * � u - \ I ` o000 - BUBBLER - SDCB 00000 RE J63210 ��4 13 %�6"SD S=0.005 FL 362.50 = RE 363.001 ❑ o CB ,' RK \ » ° FL 362.50 "BUBBLER C fi _ - i /l I / lE 358.93 \, lE 359.38 6 �� 10 �6 SD - s .� RE o _� lE 356.73 0RE J61.40 I 3 0 i,, o VV S=0.0200 FL 360.90 oo } _ RF ROOF SDCB ' 4N s~sv RWL � RWL lE 354. 02 s" 8 REDWOOD � O i� � � � - I I - D O SP I II 1 - I DOWNSPOUT S=0. 0200 z lE 354.22 ® I - i- _ RE 362.60 IE 359.47 N, � �`lE 356.78 I I RNZ �� \ � o" �. SDCB V C I 11 II I I- I o I lE 359.63 < o A SDJB 20 %�6 "SD RE 362.03 j o \ RE 362.40 FL 361.53 t� \90 \ S=O.0100lE 35725 /E 35745 ,L- 1� 23-6"0 _F � S=0.0073 � AENUT _ Po 1�14Ns~sBUBBLERBUBBLER o S=0.0200 1 RE 363.30 _ SDJB - - ----- R RE 362.73 _ v, FL 362.23 L L, FL 362.60 1 _ 2 lE 355.00 �-� RE 366.67 a - So V' " lE 359.43 6~ lE 359.46 -- SDJB 20 N6 SD lE 354.72 6" LL1 1 1 / lRE E J6320 5=0.0100 x N / I I I 15 -6"SD 9 \\ - - x 0.006- - SDCB V I I I \_y y S= I 24-6"SD \ - RE362.79 I / �/ / jJ I I S=0.0069 _.. \ 36� - _ FL 362.29 ❑'IV Ev F&I 0 10 ^-6 SD BUBBLER � ;1 / / I S RK n - - D S=O. 0200, RE 363 49 �- L\ /E 359.63 2 STORY PARKING Rwt FL 362.99 " 1 - - - - - - - - - - - - - / 1 STRUCTURE AND 4 STORY lE 355.25 /E 355.06 s COTG 2---- - _ -----����-------- -- j I 1 1E357.59 - __ HOTEL ABOVE � _ 2 � core � --_ ------_�_ _-- I ' N 1 47-4~SS S=0.0200 ,�o lE 360.31 �� 1"1 _ I IR.. n COTG 15 4 SS \ 1 1 I cB ElRWL lE 359.37 4" S=0.0200 ROOF I 36160 RE I � lE 356.78 DOWNSPOUT IE 35 . E 359.42 8"S 5-6"SD � I S=0.0200 � s � � SAND 0/L SEPERATOR N BUBBLER lE 360. 85 4 "W RE J64.20 1 FL 363.50 lE 360.60 4 E � EXISTING OFFICE BUILDING iI II lE 356.68 6 ______ / svice " 37�4 S 1 RE 364.00 6 W S FH S=0.0200 FL 363.50 x d 1 1 lE 359.24 SS -AD SDLB ° IE 361.75 13-6"SD S=0.005 SDCB RE 364.00 I � 1fE357.2 � � o ' " 1 � � � 1 ❑ lE 359.150 '` � o / - � T R r /E 361.59 8 -4 SS S-0.0200 RWL � / lE 359.37 / / I R F I X ,L y- `P o 5 5�0 �10 SDMH \ RE 365.85 / / D VNS OUTI x SDCO x �� lE 358.36 - - / / I - --� ---- �-------�- �-�----- �-------�-------�-------Q-------�------� / Ifll o o BUBBLER -)LIE 358.98 - \ -------ILL o I RWL x x x S=0.0100 \SDJB ------------- - n RE364.20 lE 357.04 FL 363.50 ~ x � � RE 365.30 T� - - - - - _ - _ _ _ _ _ .•v,. j' lE 356.45 6 lE 358.93 11 // -- Lam__= 1=1=,z RWL / -o R ------ - 1 --- 1E359.34 E �64.67 12N S-0 0200 -�1 E B - 1 2 �s"sv s=o.020o FL 36397 SD / - . 365 SDCB L / lE 356.97 6" 3N67SD - / - - - RE 362.60 - - 1 I I I / - -1�� - lE 357.35 II RBUBBLER63.5 S=0.0200 " _ T �x , FL J62.65 SDCB �® / \ I I l I I 1 � - .36ti6 SD S /E 359.30 6" 00030 RE 364.47 1% 1 \ \ I 1 I I I I / I - -� -f' -- x FL 363.97 / L SDCB lE 360.00 I I I I I I I I I ,esese RE 362.45 I I 1 1 n4bOn4bO� bO I� I I I I I 0000° FL 361.95 J lE 357.46 ° ° \ SDJB � I \ I I \® 1 65 Parking r k n g C 2 c u U c U C� � I�\ / j� RE 365.13 /IbO\4bO = r" / - u - - - lE 359.84 16 -6"SD I I I O �b S=0.0100 41n 364 \ 7-7 _/ I I I I I I I I I I I I I n n n 2 �� ---- _ -- - _ -- .�y- I I I I I I I I I ----_ ----_ 366 - - � -I- j 366 A i 0 10 20 40 60 Scale 1 " = 20' LEGEND --� SITE BOUNDARY ASR AUTOMATIC SPRINKLER RISER RE RIM ELEVATION TC TOP OF CURB WS WA TER SERVICE �F EXISTING UTILITY TO BE ABANDONDED BY REMOVAL X FS FIRE SERVICE SS SANITARY SEWER CO TO CLEANOUT TO GRADE - - - STORM DRAIN LINE 0 AREA DRAIN O STORM DRAIN CATCH BASIN ■ STORM DRAIN JUNCTION BOX • STORM DRAIN MANHOLE •*+ BACK FLOW PREVENTION DEVICE } FIRE DEPARTMENT CONNECTION TO FIRE HYDRANT & VALVE EXISTING FIRE HYDRANT & VALVE POST INDICA TOR VALVE SSMH • SANITARY SEWER MANHOLE A SINGLE CHECK VALVE SOMH • STORM DRAIN MANHOLE la WATER METER m z O w a a a a a 00 z 0 w Oz < a a a a °0 U 0 0 I op Ln � .� ' R v N i � N N 0 t a LL W0 0 Ln 0 Ln v U � 1 0 0 > o Ln aj N J Q z DC Q LL U O J J Q O I --I J H� m z_ L.L 0 co OLLj LL Q Q O oC z � CL Hq � Z Q U_ J Lu m ZD Z_ J m 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER zS DRAFTER STAFF JOB NO. Al 8645 SHEET C 6 OF 10 SHEETS T 7F a_ 0 Cl- N 0 N N o, a J w 0 U I Qo oo Q 0 Ld 0 i z w 7- w z w Ln oo 0 i Q 0 N i N EXIST. GROUND PUBLIC RIGHT-OF-WAY FILTER FABRIC 12"MIN. 3" TO 6" COARSE AGGREGATE PROFILE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY 50'MIN. • rrm FILTER FABRIC -/ PLAN STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE PUBLIC RIGHT-OF-WAY 6'-0" 6'-0" 6'-0" ,�i�, 3„_5„ 6"-10" L !' STRAW DIAMETER WATTLE STAKE 25mm (11NCH) ROCK CONTAINED IN PERVIOUS BURLAP BAGS OR SYNTHETICS NET BAGS (3mm MESH) APPROXIMATELY 60cm (241NCH) LONG, 30cm (121NCH) WIDE AND 15cm (61NCH) HIGH _ ' ' 'k1l, ROCK BARRIER BAGS CAN ROCK 1"A%2' BE A SINGLE OR DOUBLE STAKES LAYER RUNOFF WATER NOTE: WITH SEDIMENT 1. STRAW WATTLES ARE TUBES MADE FROM STRAW BOUND W/BIO-DEGRADABLE NETTING. SEDIMENT THEY ARE APPROX. C-10" DIA AND 20-30 FT LONG. 2. STRAW WATTLES TRAP SEDIMENT AND REDUCE SHEET AND HILL EROSION BY REDUCING SLOPE GRADIENT. INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. iI=III=III=III=11=11 I I-1 I I -I 11=1 11=1 11= 3. STRAW WATTLE INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF =III=III-III-III=1_I -1 11-1 11-1 11-1 1I- THE WATTLE IN A TRENCH Y-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. STRAW WATTLE SEDIMENT TRAP/FILTER NOT TO SCALE SDJB SDJB RE 362.9 " RE 36287 18 N12SD IE 356.71 IE 356.66 S=0.0030 --,T---�,---- --- _�- �TYP� 5N6"S S .0050 PLACE ROCK BARRIER BAGS SUCH THAT NO GAPS ARE EVIDENT IF A DOUBLE LAYER OF ROCK BARRIER BAGS ARE USED, THE TOP BAGS MUST BE PLACED SUCH THAT NO GAPS ARE EVIDENT WITH THE LOWER LAYER OF BAGS FILTERED WATER DROP INLET SEDIMENT FILTER UTILIZING ROCK BARRIER BAGS NOT TO SCALE 230 N 15"SD S=0.0030 I TRA W WA T TLE SE7PWT 2 -- 363.00 sEIE I \ , TRAP FlL TER - ;v - - RWL FL 356 3 i - OWNSPOUT IE 359.4 (TYP) - -r B BU 6"SD 00 0 o 363.20 I S TABIL IZED CONS T FL 362.50 " 59.38 6 � ' _ \ \ RWLR IE 359.63 I V ! 23 -6"SD S=0 0073 X SDJB a - RE 366.67a lE 359.46 V4 24 "6"SD S=0.0069 ❑ ONLY ONLY ONLY ON, ON, / o / 1 III oo' 5 " N6SD S=0.0069 � I � BUBBLER - U -- ---------�--- --------- - / / FL 362.60 I �, lE 359.43 6lb '� - ❑ ROOF" DOWNSPOUT I' I' I' ---- EXIST INCDFTICEBUJLDING_--------- _I I � ' I I i SDJB. � ! RE 366.88 \13 -6"SD S=O. 0050 /E 357.21 l RKL IE 359. 37 ------- �- - - - - - - - - InQs o BUBBLER _ RE 363.30 \ CIO. _FL 36260,------------oo IE 359.59 6 �� E B ° 7E 365.21 ti6"SD S_� �1 365 L E 361.20 0 0�00 ARK,Nh` 1-1 I I 0 1� II - - S� SDCB �l-=f- -� _ �L 36-6"S� RE 362.45 00 11 I 'p FL 361.95SDCB 30 RE 364.73 �� I I I I I SDCB I I �I IE J57.46 , I IE 360.39 I II I I RE 363.101 1 11I SDJB 11 ' I I I I I FL 362.601 I L u �, E C;' RE 364.1, f U U CIE 35735J (T�P) (2*' STRAW WATTLE SEDIMENT ' - TRAP FIL TER I /d SAr EXISTING CURB INLET FILTER DETAIL NOT TO SCALE ISDJB o 0 RE 361.JO h o .� O KL_DWvuu3 SDJB 13 -15"SD 9-6 SD RE 063 8 S=0.0030 SRO IE 355.97 I1 oElk --, SDCB (rrP) O , 3 DROP INLE � p - SEDIMENT Fl, II" L 3 n �rva 11 SDJB RE 363.20 - IE J57.50 x 99 � o 99 � Rif IE S4. 22�I / I 10-6"SD Z S=0.0200 20N67S&4w=L4 i 0 RKL I , " lE 356.78 5- 6 SD 11111111 S=0.0200 BUBBLER I I RE 364.20 I FL 363.50 1 SDCB x IE 356.68 6" I 0 36 FL 363.50 C IE 359.24 m Mk 25 -6"SD �S=0.0101_ ' I El SDCB SDCO IE 359.150 x IE 358.98 ° 1 I �z � - 9 S.o 17 -6" Q 0 �XS=0.0100 o, " x ,x 5-8"SD I � S�0.0200 x x SD BUBBLER '` S=0.0100 SDJB RE 364.20 x FL 363.50 RE 365.30 RWL RP X� + IE 356.45 6" Sao O gg /E 358. 93 IE 357.04 IE 356.69 " x 3 N6"SD 6 S� BUBBLER S=0.0200 g1'' I RE 364.67 _ J FL 363.97 lE 356.97 6" SDCB RE 364.47 FL 363.97 0 IE 360.00 i SDJB RE J65.13 \ IE 359.84 a o RKL T o N IE 355.00 I 20-6"SDF7 mk S=0.0100 ' �- � _ lE 355.25 0 - - 10-6"SD - 99 4 - S=0.0200 C --- o 0 O 0 N 2 0 0 SDMH ' RE 5 IE 358.36 r 1 RE 360.70 FL 360.20 IE 355.97 BUBBLER RE 360.90 AFL 360.20\ 1E 354.02 6" SDCB 9 RE 362.03 3 g n FL IE 357.45 _14-6"SD S=0.0200 BUBR361.53 2E RE 36.23 FL 361.53 IE 354.72 6" SDCB RE 362.79 FL 362.29 IE 357.70 BUBBLER RE 362.99 FL 362.29 IE 355.06 6" LEGEND >AND BAG 1 STABILIZED CONSTRUCTION X ENTRANCE 2 STRAW WATTLE X SEDIMENT TRAP/FILTER r m 3 DROP INLET L J X SEDIMENT FILTER CURB INLET �VI X SEDIMENT FILTER 0 10 20 40 60 Scale 1" = 20' EROSION & SEDIMENT CONTROL MEASURES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECT/VE FOR THE DURA TION OF CONSTRUCTION. 2. AFTER THE UNDERGROUND STORM DRAIN SYSTEM /S INSTALLED, THE CA TCH BASINS WILL BE INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE CATCH BASINS AS SHOWN ON THIS PLAN UNTIL THIS SITE /S PA VED. J. SHOULD THE ON -SITE STORM DRAINS NOT BE INSTALLED COMPLETEL Y BY OCTOBER 15, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BASINS AT THE EXISTING STORM PIPES STUBBED TO THE SITE. 4. PERSON RESPONSIBLE FOR /MPLEMENTA TION OF EROSION AND SED/MENTA TION PLAN. NAME- LOW. ADDRESS: T.B.D. TELEPHONE- Lap 5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGA TE AS A GRA VEL ROAD WA Y (12" MIN. THICK FOR THE FULL WIDTH AND 50 FEET LONG) A T EACH D/W ENTRANCE TO S/ TE. ANY MUD THA T IS TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THAT SAME DAY AND AS REQUIRED BY THE CITY OF DUBLIN. 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED ` UNTIL DISTURBED AREAS ARE STABILIZED AND CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDI TONS ONL Y W/ TH THE APPROVAL OF OR A T THE DIRECTION OF THE Cl TY ENGINEER. 7. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MA TER/AL AND DEBRIS. THE S/ TE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUN-OFF TO ANY STORM DRAINAGE SYSTEM. 8. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS ARE TO BE RESUBMITTED FOR CITY APPROVAL PRIOR TO THE SEPTEMBER FIRST OF EACH SUBSEQUENT YEAR UNTIL THE SITE IMPROVEMENTS ARE ACCEPTED BY THE CITY. 9. ALL EROSION CONTROL FACILITIES MUST BE INSPECTED AND REPAIRED A T THE END OF EACH WORKING DA Y. 10. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL INDICATED ON THE PLANS 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WI TH APPROPR/A TE EROSION CONTROL MEASURES TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW. 13. INLETS WHICH ARE NOT USED /N CONJUNCTION WITH ROCK BARRIER BAGS OR SEDIMENT BASINS SHOULD BE COVERED, OR OTHERWISE ADJUSTED TO PREVENT INFLOW, UNLESS THE AREA DRAINED /S UNDISTURBED OR STABILIZED. 14. THIS PLAN MA Y NOT COVER ALL THE SI TUA TONS THA T ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD COND/ TONSS, VAR/A TONS MA Y BE MADE TO THE PLAN /N THE FIELD SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS 16. THIS PLAN /S INTENDED TO BE USED FOR EROSION CONTROL ONL Y. OTHER /NFORMA TION SHOWN HEREIN MA Y NOT BE THE MOST CURRENT SEE SHEET C4 FOR OTHER INFORMA T/ON. m z O w zo a a a a a 0o z 0 w z a a a a a °E Co 0 ' U op U-)_ r .L71 I� L N � 0 a LL LLJcxf 0 L!l 0 `n v � U a� l� \` 0 0 U C:)> Ln N J Q z oC U° Q J Q J ., U CL ZD J 0 O O c J , I v z_ z � L.L O 0 Co O L.LJ U � 0 0 z o ce O � 7� z rH� V 1 O u ZD w c z J m 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER ZS DRAFTER STAFF JOB NO. Al 8645 SHEET C 7 OF 10 SHEETS 0 co 11 00 Q w 0 ry 0 z w w z w i CD 00 i co Q i 0 N Materials storage & spill cleanup Ttiomdmzardt)us ntol ,: iok iiiaiiagenictit Or Sand, dirt, and similar materials must be stored at least 10 feet (3 meters) from catch basins. All construction material must be covered with a tarp and contained with a perimeter control during wet weather or when rain is forecasted or when not actively being used within 14 days. L-1 Use (but don't overuse) reclaimed water for dust control as needed. j.- Sweep or vacuum streets and other paved areas daily. Do not wash down streets or work areas with water! P' Recycle all asphalt, concrete, and aggregate base material from demolition activities Comply with City of Dublin Ordinances for recycling construction materials, wood, gyp board, pipe, etc. P` Check dumpsters regularly for leaks and to snake sure they are not overfilled. Repair or replace leaking dumpsters promptly. L-' Cover all dumpsters with a tarp at the end of every work day ar during wet weather. E fa _artlt+u� maicriak managemoit P, Label all 1azardous materials and Hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state, and federal regulations. jow Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecasted. +.0 Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecasted within 24 hours. &01 Be stare to arrange for appropriate disposal of all hazardous wastes. Spill preN cothm :111d colitfo p, Keep a stockpile of spill cleanup materials (rags, absorbents, etc, ) available at the construction site at all times. Pol When spills or leaks occur, contain thein immediately and be particularly careful to prevent leaks and spills from reaching the gutter, street, or storm drain. Never wash spilled material into a gutter, street, storm drain, or creek! Dispose of all containment and cleanup materials properly. Report any hazardous materials spills immediately! Dia1911 i c}n%mtctumn rtlirancoc ; a0ld i'V611101e1 t.- Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges froth site and tracking off site. rr Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Clean Bay Blue Print Make sure YOU crews and subs do the job i-i ht! Runoff from streets and other paved areas is a major source of pollution and damage to creeks and the San Francisco Bay. Construction activities can directly affect the health of creeks and the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines and the project specifications will ensure your compliance with City of Dublin requirements. Vehicle and equipment maintenance & cleaning Pe Inspect vehicles and equipment for leaks frequently. Use drip pans to catch leaks until repairs are made, repair leaks promptly. k-0 Fuel and maintain vehicles on site only in a bermed area or over a drip pan that is big enough to prevent runoff. i- if you must clean vehicles or equipment on site, clean with water only in a bermed area that will not allow raise water to run into gutters, streets, storm drains, or creeks. Do not clean vehicles or equipment on -site using soaps, solvents, degreasers, steam cleaning equipment, etc. Earthwork & contaminated coils josr Keep excavated soil on the site where it will not collect in the street, P0 Transfer to dump trucks should take place on the site, not in the street. t.- Use fiber rally, silt fences, or outer control measures to minimize the flow of silt off the site. ,s Earth moving activities are only allowed during dry weather by permit and as approved by the City of Dublin inspector in the Field_ iw Mature vegetation is the best form of erosion control. Minimize distru•bance to existing vegetation whenever passible. Po If you disturb a slope during construction, prevent erosion by securing the soil with erosion control fabric, or seed with fast- growing grasses as soon as possible. Place fiber rolls down -slope until soil is secure. rr If you suspect contamination (from site history, discoloration, odor. texture, abandoned underground tanks or pipes, or buried debris). call the Engineer for lieip in determining ghat should be clone, and manage disposal ofentaminated soil according to their instructions. Ike waterin g operations ow Effectively manage all run-on, all runoff with in the site, and all runoff that discharges farom the site. Rutz -on from off site shall be directed away from all disturbed areas or shall collectively be in compliance, j.- Reuse water for dust control, irrigation, or another on -site purpose to the greatest extent possible. rf Be sure to noti fy and obtain approval from the Engineer before discharging water to a street, utter, or storur drain. Filtration or diversion through a bas4 tank, or sediment trap may be required. t.- In areas of known contamination, testing is required prior to reuse or discharge of groundwater, Consult with the Engineer to determine what testing is required and how to interpret results. Contaminated groundwater crust be treated or hauled off -site for proper disposal. Saw cutting v Always completely cover and barricade storm drain inlets when saw cutting. Use plastic sheeting (Visqueen) to keep slurry out of [lie storm drain system. ;-1 Shovel, absorb, or vacuum saw -cut slurry and pick up all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). w if saw cut sherry enters a catch basin, clean it up immediately. Pavin('rlasplia t xvor W Always cover storm drain inlets and manholes when paving or applying seal coat, tack coat, slurry seal, or fog seal. &oo Protect gutters, ditches, and drainage courses with sand/gravel bags, or earthen berms. s-0 Do not sweep or wash down excess sand from sand sealing into gutters, storm drains, or creeks. Collect sand and return it to the stockpile, or dispose of it as trash. x-ol Do .not use water to wash down fresh asphalt concrete pavement. Storin drain polluters may be liable for fines of S 10,000 car more per clay! Concrete, grout, and mortar storage & waste disposal ,� Store concrete, grout, and mortar tinder cover, on pallets, and away from drainage areas. These materials must never reach a stonn drain. i-all Wash out concrete equipment/trucks off site or into contained washout areas, that will not allow discharge of wash water onto the underlying soil or onto the surrounding areas. s-0 Collect the wash water from washing exposed aggregate concrete and remove it for appropriate disposal off site. Painting t-1 Never rinse paint brushes or materials in a gutter or street! ;o' Paint out excess water -based paint before rinsing brushes, rollers, or containers in a Sink_ t,oll Paint out excess oil -based paint before cleaning brushes in thinner, Filter paint thinners and solvents for reuse whenever possible_ Dispose of oil -based paint sludge and unusable thinner as hazardous waste. Landscape Materials v Contain, cover, and stone on pallets all stockpiled landscape materials (mulch, compost, fertilizers, etc.) during wet weather or when rain is forecasted or when not actively being used within 14 days, P, Discontinue the application of any erodible landscape material within 2 days of forecasted rain and during wet weather. For references and more detailed information: www, c I eanwaterprograin.org www.cabraphandbooks.com m z O w ZO a a a a a m z 0 w °aaaaa CO E co 0 ^ U T op Ln + R � N i � N N / V (71 � _3: 0 a N+ UJ M 0 t-- Ln 0Ln �M r� U G) U 0 0 U > o Ln N J Q Z O U U_ J U z Z) 0 O w J ce m V JJ z CO_ �Jor-, O co O ` y I LL W Q C) � O O oC z Q z UJ U J U °° Z_ J m ZD 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER zS DRAFTER STAFF JOB NO. Al 8645 SHEET C8 OF 10 SHEETS SOURCE CONTROL & SITE DESIGN MEASURES • MINIMIZE LAND DISTURBANCE • MINIMIZE IMPERVIOUS SURFACE • PRESERVE OPEN SPACE SOURCE CON TROL: • STORM DRAIN LABELING • BENEFICIAL LANDSCAPING (MINIMIZES IRRIGATION, RUNOFF, PEST/C/DES AND FERTILIZERS; PROMOTES TREATMENT) STORMWATER CONTROL NOTES 1. POTENT/AL POLLUTANTS INCLUDE MOTOR VEHICLE LUBRICANTS, COOLANTS, DISC BRAKE DUST LITTER AND DEBRIS. POLLUTANT SOURCE AREAS INCLUDE THE ASPHALT CONCRETE PARKING LOT AND DRIVE AISLES, THE ROOF OF THE BUILDING, AND THE SITE STORM DRAIN INLETS. ALL INLETS WILL BE MARKED "NO DUMPING - DRAINS TO BAY". THE PARKING LOT SHALL BE SWEPT REGULARLY TO PREVENT THE ACCUMULATION OF LITTER AND DEBRIS. 2 BIOTREATMENT S/Z/NG /S BASED ON THE FLOW BASED CALCULATIONS METHOD (SIMPLIFIED BIO-RETENTION SIZING CALCULATIONS Area No. Area (SF) Area (AC) Pervious (SF) Pervious (AC) Imperv. (SF) Imperv. (AC) Treatment Area* (SF) Treatment Provided (SF) Sizing Ratio (%) Type of Planter DMA 1 4,082 0.09 120 0.00 3,842 0.09 3,854 120 3.1% Bio-Retention Planter DMA 2 13,398 0.31 578 0.01 12,242 0.28 12,300 578 4.7% Bio-Retention Planter DMA 3 2,688 0.06 105 0.00 2,478 0.06 2,489 105 4.2% Bio-Retention Planter DMA 4 2,363 0.05 92 0.00 2,179 0.05 2,188 92 4.2% Bio-Retention Planter DMA 5 17,042 0.39 1,246 0.03 15,183 0.35 15,308 613 4.0% Bio-Retention Planter DMA 6 2,357 0.05 95 0.00 2,167 0.05 2,177 95 4.4% Bio-Retention Planter DMA 7 2,766 0.06 117 0.00 2,532 0.06 2,544 117 4.6% Bio-Retention Planter DMA 8 3,066 0.07 117 0.00 2,832 0.07 2,844 117 4.1% Bio-Retention Planter DMA 9 10,152 0.23 1,059 0.02 8,771 0.20 8,877 322 3.6% Bio-Retention Planter DMA 10 11,362 0.26 11,362 0.26 0 0.00 N/A N/A N/A Self Treating DMA 11 31,463 0.72 1 6,122 0.14 24,251 0.56 24,863 1,089 4.4% Bio-Retention Planter UNTREATED 12,129 0.28 2,717 0.06 9,413 0.22 9,684 0 0.0% In -Lieu Treatment OFFSITE 1,590 0.04 0 0.00 1,590 0.04 N/A N/A N/A N/A SIZING METHOD) PER THE ALAMEDA COUNTY CLEANWA TER PROGRAM. FINAL SIZING MA Y Totals 114,457 2.6 23,730 0.54 87,479 2.01 87,126 3,248 BE BASED ON ETHER THE FLOW BASED OR COMB/NAT/ON FLOW/VOLUME BASED METHOD. * Total Treatment Area is equal to Impervious Area +0.10 * Landscape Area. J. A THIRD PARTY INSPECTION OF THE B/ORETENT/ON PONDS WILL BE REQUIRED DURING INSTALLATION AND PR/OR TO OCCUPANCY. CONTACT THIRD PARTY INSPECTOR PRIOR TO THE PLACEMENT OF B/ORETENTION SOIL. 4. TRASH CAPTURE MEASURES TO BE INSTALLED IN STORM DRAIN CATCH BASINS PER PROVISION C.10 OF THE REGIONAL WATER QUALITY CONTROL BOARD'S MUNICIPAL REGIONAL PERMIT 2"-3" MULCH LAYER.• SHREDDED HARDWOOD OR SOFTWOOD OR COMPOST (VAR/ES) POND/NG VAR/ES SEE PLANS FOR 6" MIN TOP OF INLET ELEVA 110N �12" MAX VARIES 2" MIN. A �? 0 10 20 40 60 -18" 810- TREATMENT SOIL SEE BIOTREATMENT SOIL MIX PER BASMAA Scale 1 " = 20' MRP SOIL SPECIFICATION. 60-659 LOAMY L E G E N D SAND + 35-409 COMPOST OR 309 LOAMY SAND + 309 COURSE SAND + 409 COMPOST ■ ■ ■ ■ ■ ■ TRIBUTARY AREA LIMITS BIOTREATMENT AREA NATIVE SOIL - III III WASHED DRAIN ROCK (0.5 - 1.5 W W W W LANDSCAPE AREA NO COMPACTION 6"MIN. INCH DIAMETER). PERVIOUS PAVEMENT (FIRE TRUCK WEIGHT RATED) 4" PERFORATED PIPE EXISTING AC TREATED IN -LIEU TYPICAL TREATMENT PLANTER SECTION ' UNTREATED IMPERVIOUS AREA ''''��''''�� ' ' ' ' UNTREATED LANDSCAPE AREA ------- �� ---- ------ CAS I--- I ------------------------------------------- MH SSE O 366.3 / NOT TO SCALE 1 FLOW ARROW DMA DRAINAGE MANAGEMENT AREA TCM TREATMENT CONTROL MEASURE SDJB o 0 RE 361.30 ^ o0 /E 355.93 367 � ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• .••••••••••••••••,••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• / ••� / •••�� I / •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••!•••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• /, �•••••••••••••• /.���••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• /// / O••• I /// / .1••!••�•••••••••••••••••••••••••••••••••�I••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• .y • • ••••� % ��♦1���•il��•••••••••••••••••••••••••••••••••••••••••••••••••••••••••�••••••••••••••••••••••••••••••• ,�`��•••�360.72 RE IE J55.97 ./'/ 1 /' 1 0o RWL FL 360.20 x 1 SDCB RE 363.00 1 II lE 354.22 354.02 6" FL 362.50 - ROOF x RWL IE 356.73 1 � lO N6 SD w SDCB DOWNSPOUT I x lE 359.47 1 1 S=0.0200 1 FL 361.53 TC_ 2 '� x 4�6"SD S=0.0200 1 DMA 9 1 SDJB IE 357.45 x �' BUBBLER 1 " 1, 14 N6 SD 'i' x 1 DMA 8 RE 36240 20-6 SD# RE 363.20 BUBBLER FL 362.50 1 1 1 /E 357.25 1 S=0.0100 T S=0.0200 ' !IE 359.38 s" 1 1 1 DMA 7 / RE 362.23 x 1 - o o FL 361.53 RWL 1 1 IE 359.63 DMA 1 1 1 L� 2 0 RWL " x x 1 / `� IE 355.00 1 /E 354. 72 6 23-6"S0 S=0.0073 1 1 1 -TCM 8 w 1 N 1 DMA 9 L "'" , , ' �� sDJ6 � M � 1 sDJe , » ---- - S=O.0100 RE 366.67 0 1 RE 363.20 - 1 20 N6 SD SDCB lE 359.46 1 _ _ 1 /E 357.50 1 � x RE 36279 ' 24_670S=0.0069 �I ����� �����_������� � � 1E357.70 J - 1 \ RWL ❑ ❑ 1 UE1 FEF=L- (ZI 1 RWL' - IE 355.25 ,� / I o , lE 359.63 1 1 _ BUBBLER RE 362.99 "SD S=0.0069 1 110'-6"SD FL DMA2 36229 xk , , ',,%;'';;,',� i ',;�, '/,/I 1 DMA6 1 S=0.0200 - " BU BL R 1 /E 355.06 6 RE 3F 3.30 1 IE 5 43 6 1 1 DMA 9 s 1 7V I ❑ 1 0 ROOF I '��',� � � ����������������1 w DOWNSPOUT i , 59.84 \IW Z Y,9.42 8"4E RN2 \ / i IE 356.78 °p 5-6 SD I' ( S=0.0200 BUBBLER RE - 4.20 1 FL 363.50� ' SDCB x /E 356.68 6" EXISTING OFFICE BULDIN-G- _ _ _ ❑ DMA 5 RE 364.00 ----------�- FL 363.50 v 1 ,� ' ' IE 359.24 I w SDMH 25 N6"SD W S=0.0100 SDCB W RE 364.00 �x E W / RWL �, � , � ,� � i TCM 5 1359.1559.15 1E 359.37 6"SD x S=0.0100 \Alx -------------- ------ -- - --------- - i � � , , , , 00 , ,'_ i � DMA 4 � " � x x ax x x 5N8"SDI �'� ' �!� 12�6S0 BUBBLER x S=0.0100 ='Z='=' '� / DMA 3 s=o.o20o x x RE 36 w w w BUBBLER ���' RWWL x x FL 3.50 " 00 - ao RN1 x x x 356.45 6 0� RE 363.30 0 W x t W lE 357.04 1E35. 9. W W FL 362 60 ao „ r 1 x 0 w W N x x � S " x x x 3 6 SD x � _ 6 SDCB Wo 1E 359.59 6 x x x x x x x x x x x i BUBBLER S-0.0200 g1 88 " -� x x x ,� x x x x x 1�: RE 364.67 r1 RE365.21 ^6S�S=n01p W x x x x x x x x x x x x x x x 0L363.97 r � DMA5 °xxxxxxxxxxx xx TCM3 1/EJ56.976" coo x x--X x r�� TCM4 2 0 x x x SDCB y48 ti6" N CA ; x - �.36 �6"SD --- x RE 362.45 SD S_ 5=0. FL 361.95 u' TCM 11 0030 1 SDCB W , SDCB 0.O1p ° _ IE 357.46 �o a+� RE 364.73 SDCB I.RE 364.47 E 36032 oJ'a W W W W W W W W W W RE 363.10 FL 363.97 0 SDJB FL J62.60 1E 360. 00 a r RE 364.17 /E 357.35 B65.13 W W W w IE 359.84 DMA 11 W W W 1 RE fW IE 359.84 � W w ;S X i I RE 366.88 i N6"SD S=0.005 /E 35; .21 i I' SOCO 1E 358.9 W ♦ REJ00.60 J6 " � � ♦ lE 358.36 ♦ TCM 6 8 S%0 0�00 ♦ W L 12•SO '''1 5 W w SDJB RE 365.30 1E 358.93 Refer to Sheet C5 for limit of work for the hotel I � I m z O w ccf zo a a a a a m z O w all z a a a a °- U 00 0 U _ r? -,zj- .L71 N i N � O a LL W0 t Ln T `n ru UQ � U a� 0 0 U o> Ln N J Q z Q oC Vo LL J J a J u J .. ZD o O z > � J U op V Z J 'L J °C QC0 coO L.LJ � a Q O O LU (I. Q Z Q U_ m O ZD c Z V J m 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER zS DRAFTER STAFF JOB NO. Al 8645 SHEET C9 OF 10 SHEETS O GI L R O Y r 0 1l\1r r����J; J%JJJ�JJJJ��JJ� 0 15 30 60 90 Scale 1 " = JO' mmwe• 8.00 24.00 PUMPER FIRE WIDTH TRACK LOCK TO LOCK TIME STEERING ANGLE OF ANTH ON Y I � I I � I I � I r AR l=) O \jVLJJ\J r /\Pi\], J% JJ J 0 0- 02 0- 02 I �o 0 TRUCK FEET 8.50 8.50 6.0 . 37.8 j tLl j� "- 1 t� C) i 1 � m 14 z 0 w z a < a < a m z 0 w ce ° < < < < < coo coo n U L L Lf) � N .L N \V^ O d N� w0 = If) o� f� ua L U O O u CC O L L 00 N J V / a Z H C1) 0 U LL J u J a � z � a o 0 > z m u z o�LLW � O 0 O oC ern CL a Z a J U W m ZD 0 oc z J m 0 DATE NOVEMBER, 2019 SCALE AS SHOWN DESIGNER zS DRAFTER STAFF JOB NO. A1864S SHEET 10 OF 10 SHEETS a WEB iA, W� r • + IY1r I I Landscape Notes 1 y 1. Tree species shall be selected which minimize lifting of sidewalks or pavement. Trees shall be planted within root barriers and provided with proper deep watering irrigation to assure deep root systems and a minimum of lifting of sidewalks and ,i Legend r,V pavement 2. Landscape buffers are provided in front of solid walls. t I Acer rubrum 'Armstrong' 0 Planting Area 3. Landscaping including vines and shrubs will be provided around the trash existing (Armstrong Maple) enclosure. Bio-Treatment Area 4. Utilities will be screened by walls, fencing, enclosures or landscape. op, Pistachia chinensis 'Keith Davey' 5. All landscape improvements proposed are privately owned. (Keith Davey Chinese Pistache) 6. No fence, wall, hedge, sign or other structure, shrubbery, mounds of earth, or other W_ visual obstruction over 30 inches in height above the nearest street curb elevation r will be erected, placed, planted or allowed to grow within Traffic Visibility Areas. Existing Trees To Remain Trees within Traffic 'Visibility Areas will be trimmed (to the trunk) to maintain a line at least 6 feet above the level of the intersection. Y -- 7. Trees will not be planted within 15 of a street light or within 5 of a hydrant a 8. All planted areas are to be top -dressed with 3• organic mulch. V. All planted areas will be irrigated by a state-of-the-art automatic irrigation systems r with a dedicated water service connection and with 'smart' weather -based controls in conformance with state and local water -efficient landscape regulations. _ 10. No new fencing is proposed.+, r ce 4 I � � � ' j \� I • I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -.— — — — — — — — — — y — — — — — — — — — — — — — _ r- -- -- Entry Drive - -- -- ------ ------ -- -- -- -- � - - -- -- -- -- Entry Drive - -- -- -- -- -- -- -- -- -- -- -- -- -- . Property line Property line Short-term bike 1 I t I I 7 I 1 - o \I m I ' I Ex street light \ I ?L _,_� UCUCUCUC Property line 41 parking (10) . I -" --- ---- ----- ---__._----- ----------------------------- BI I v o o ® ®- CocherB ---- ❑ I r Bio ❑ PA I! L I u n Parking ® ® ' I + Hotel Lobby l I - I Entrance 0 ® Bio ' Property line - � rty line r I Bio C � - -- -------- Ex perimeter ®� fence to remain entry_ I I 2 Level Parking i y A Structure and 4 Story Hotel Above - ❑ U A (E) Building I ° I (E) Building I I — PA Tr sn Landscaping to screen - ° Encl re trash enclosure 0 j - 4 ash ---- Tiantry 000, - - - b /lb Abe �b� Ebb.— ' Drainage ' - • Q nba 4VO ^bo C «r C , ' Landscaping part of a Ex. street light ~ - _ hbo "b3 AVO Parking - ° 'y� separate SDR AVI /Ibo All, nbO Ex. trash ' � .. � . Property line enclosure >F , San R _ _ Landscaping to screen a ni o n trash enclosure Cf #v Property line o S Ex. street light an Ramon _ . _ ____ R ° a d Na i+ •a. a� y •i !t . A-4 R + "! AL s 4A -10 :r 0 10 20 30 60 91 Scale: 1° = 30'-0° Aw IM Off -Rare 580 SMITH+SMITH P: (41 5)543-0332 1501 North Point Street F: (41 5)543-9740 San Francisco CA 94123 www.smith2.com LANDSCAPE ARCHITECTS W O U-) 2i �Loo OG � � c� W CM J J O - vow c � � U W zM0 N 0 00 —_ Qz� J_ C CD CV tiU) a �Q J 11 /22/2019 PRELIMINARY DESIGN r-7 PI PROJECT NUMBER: 18 048 Landscape Plan Lml U 0 1 SMITH+SMITH P: (415) 543-0332 1501 North Point Street F: (415) 543-9740 San Francisco CA 94123 www.smith2.com Spun Plant List VJ +J S: 0) 1— O a� Cy) w U) Z3 O U c J p U 0 fn D L 1 Botanical name COMMOn name Ti0-,eE,h,S Acer rubrum 'Armstrong' Armstrong Maple 12' 26 D M S Ih rya bE.1 Arctostaphylos 'Sunset' Sunset Manzanita 4' 4.' E L Correa pulchella Australian Fuchsia 4' E L Rosa x ftaschnee' Flower Carpet white Groundcover Rose 3' 2' D M Rosa x 'Radrazz" Knock Out(E) Shrub Rose 3' 4.1 D M Trachelospermum jasminoides Star Jasmine 5' 2' E M Westringia fruticosa Coast Rosemary 6' 12' E L GraSOSEN)S/ Se!d( es / Rushes Calamagrostis 'Karl Foerster' Karl Fo�erster Feather Reed Grass 1' 3' E M Carex tumulicola Berkeley Sedge 2' 1' E L Festucai idahoensis Idaho Blue Fescue 2' 1' E 'VL Festuca californica California Fescue 3' 2' E L Festuca mairei Atlas Festuca 2' E L Liriope muscari Big Blue Lily Turf 1511 15" E M Liriope spicata Lily Turf 18" 15" E M Lornandra 'Platinum Beauty' Varigated Dwarf Mat Rush 2' 2' E L Muhlenbergia rigens Deer Grass 4' 4.' E L Ophiopogon japonicus MOndo Grass 15" 12" E M Pennisetum alopecuroides `Hameln' Dwarf Fountain Grass 2' 3' E L G ro tj In d COVE), rs Myoporum parvifolium Myoporum 9' 61" E L Myoporum parvilolium 'Putah Creek' Putah Creek Creeping Myoporum 8' 1' E L Vines Ficus pumila Creeping Fig 3' 25' E M Parthenocissus tricuspidata Veitchii' Boston Ivy 20' 30' D L P e., r r e In i a Is Achillea mi11(:.1f61hfm Common Yarrow 3' 3' E L Pelargonium peltatum Ivy Geranium 2' 1' E L B ii o-TrE), at,m e. In Chondropetalum tectorum Cape Rush 2' Z. E M Juncus ,patens Spireadling Rush 2' 2' E L * WUCOLS (Water Use Classification of Landscape Species) is a guide to estimating irrigation water needs of landscape plantings in California by the Unlversl'ty of California Cooperative Extension and the California Department of Water Resources. Trash Receptacle Note: Public recycling collection containers will be installed per Dublin Municipal Code 7.98.120. �7 Acer rubrum `Armstrong;' Armstrong Maple Bike Rack Integrate Color Concrete LANDSCAPE ARCHITECTS W oU-)� 0 w c� J J O J U w ® N U ti U 0 0 ~ w cn W zMo ® LU � wCC)AM �_ 0 z ®® J Q Uj li N Ui ti U) Q J m e ®® 11 /22/2019 PRELIMINARY DESIGN G J an Z J m PROJECT NUMBER: 18 048 Landscape Furnishings, Legend and Plant Images Lm2 Sun Plant List I SMITH+SMITH P: (415) 543-0332 1501 North Point Street F: (415) 543-9740 San Francisco CA 94123 www.smith2.com r . _ ,p' S >�' �i y, .... „R.N.#r'w. S .. -r., _ 3., '1,; -�M._m *�P - - � � a. - \• ,�� 714 r • : tt •_ ...�.�.`,,�[ t. -• � ...�; '. (j. 1� � 1 � J• �.� � f - .-. fl:• _____ , • r �jI ., a..r :r •-i.,.. ;, _.:',. -- ee ;. __ ... .- ,. s5i1, r .''- '_^ .• - -� '. ., . 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'" ... 1 .,,:. . tG.. .. ...: �.t� A,� ...: . .. Y'\ I /�,. - 5 \-- * . • . , b�xa, - • �.�, ' , �,"' A I :� ,i-: I ''' ' 1i I I I / ry u :r' � - lt. ��\.,. '�\ y.,: �• �:\ ,\ 1. I y; r r _ � 04, Cn � ♦ � ..a �. -!"\ram `�: � - � 1 I ,� ^�rdk :'I ` I'.. I,' � ��t. `� \� \�, - ,� .r,.,l., I•'. r 'It ' x G, r I PROJECT NUMBER: 18 048 � � r , I ya "1 I I .I• , � I YI A . ,{ •, . � r I � � I �� �� I{ ' '��' 'I r �r► ; s/,,'r1'li Ira j� Plant Images Sun P_ AA !r' � � _ r1-►� s �t� .r � t r"P' �,�'r ��� �� L� it ALA Trachelospermum jasminoides Myoporum parvifolium 'Putah Creek' Ficus pumila Parthenocissus tricuspidata Juncus patens Chondropetalum tectorum Lm3 Star Jasmine Putah Creek Creeping Myoporum Creeping Fig Bonton Ivy Spreading Rush Cape Rush Shrubs Espaliers SMITH+SMITH P: (415) 543-0332 1501 North Point Street F: (415) 543-9740 San -. Francisco CA 94123 � - a T. ' ref .11� \ wwwsmith2.com Shade Plant List. 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Q nv, 00) s� SNOW n 4 r. . *a 4 •x- a M 1: V ♦ 0 f 4W it M. a} iat f . �. _ �'' '"'% ',' - � y� `. ; Try �.'' .�'w� PROJECT NUMBER: 18 048 17 ,- '.. 'f •, . y:�- F� x-:a .t 'j{( ` -y"' - - , Plant Legend and Images-Shade tom_. r Mahonia eurybracteata 'Soft Caress' Mahonia aquifolium Dicksonia antarctica Alsophila australis Asparagus densiflorus 'Myers' polystichum polyblepharum Lm4 `Soft Caress' Mahonia Holly -Leaved Barberry Tasmanian Tree Fern Australian Tree Fern Foxtail Fern Tassel Fern ADVANCED AMGGROU MOBILITY RouP Technical Memorandum Kameron Klotz To: Director of Investments & Acquisitions From: Christopher Thnay, PE, AICP & Rubicon Property Group Shruti Shrivastava 1840 San Miguel Drive, Suite 206 Address: Walnut Creek, CA 94596 Email: kameron(q_brubiconla.com Date: September 30, 2019 Subject: Parking Study for Mixed -Used Development in Dublin Introduction The purpose of the study is to conduct a parking demand estimate for the proposed mixed -use project being developed at the southeast quadrant of the intersection of San Ramon Road and Dublin Boulevard as shown in Figure 1. The proposed project with three land use options includes a hotel, office, retail and restaurant. rs .-► �T ;� Schematic of the project site in aerial view is shown Figure 2. Project Area The project site is located at the southeast quadrant of the intersection of Dublin Boulevard and San Ramon Road. This site is approximately 0.5 miles (10- 1 2-minute walk) from West Dublin BART Station. AP-1-4 Transit Services FM. - - � ' M�. PIT 1 Route 30R transit service stop provided Figure 1: Project Vicinity by the Livermore Amador Valley Transit Authority (LAVTA) is located near the intersection of Dublin Boulevard/Golden Gate Drive as shown in Figure 3 which is approximately 0.4 miles (8- minute walk) from the project site. The 30R (Rapid) provides service every 15-minutes all day on weekdays to the following locations: East and West Dublin BART, Dublin Boulevard, Las Figure 2: Project Site Positas College, Portola Avenue, on Railroad Avenue adjacent to the Livermore Transit Center/ACE, and East Avenue. Additionally, Route 503 transit stops are present at the intersection of Dublin Boulevard/Donlon Way, Advanced Mobility Group 1 3003 Oak Road, Suite 100, Walnut Creek, Ca. 94596 www.amobility.com 1000010 novnNceo AMGMOBILITY GROUP September 30, 2019 Kameron Klotz Page 2 of 17 approximately 0.1 miles (3-minute walk) from the project site. There are several commercial and retail land uses within the vicinity of the project. San Ramon Road connects to Interstate 1-580 south of Dublin Boulevard and the project area. Project Options Three land use options or phasing are proposed for the project and are summarized below and shown in Table 1. The purpose of the land use options are as follows: • Option 1 is the proposed project as submitted in the two SDRs. • Option 2 removes the Hooter's building and associated parking field. The idea here is that if the office building and the hotel provide enough Alin o Senior Ctr ;3 ■ • Dublin Place �' Plaza o ■ Dublin o Civic V+ m & Lib West Dublin PleasantonPAPT parking to satisfy those two uses, then the Figure 3: Bus Route 3011 Stop Locations development of the Hooter's portion would not be required to consider shared parking. • Option 3 is the pre -application project with the demolition of Hooter's and addition of pads totaling 8,000 square feet building on the site. Table 1: Proposed Land Use Options Option 1 Land Use Quantity (so ITE 1 Retail 5,000 ITE 850 2 Restaurant 4,000 ITE 932 3 Fitness 5,000 ITE 492 4 Restaurant 5,065 ITE 932 5 Hotel -Business 138 (rm) ITE 312 6 Office 63,562 ITE 701 Total Parking Provided Option 2 Land Use Quantity (so ITE 1 Retail 5,000 ITE 850 2 Restaurant 4,000 ITE 932 3 Fitness 5,000 ITE 492 4 Hotel -Business 138 (rm) ITE 312 5 Office 63,562 ITE 701 Total Parking Provided - 80 Option 3 Land Use Quantity (so ITE 1 Retail 5,000 ITE 850 2 Restaurant 4,000 ITE 932 3 Fitness 5,000 ITE 492 4 Retail -pad 3,000 ITE 850 5 Restaurant -pad 2,500 ITE 932 6 Restaurant - pad BOH 2,500 ITE 932 7 Hotel -Business 138 (rm) ITE 312 8 Office 63,562 ITE 701 Total Parking Provided 360 September 30, 2079 AMGADVANCED MOBIL17Y Kameron Klotz GROUP Page 3 of 1 1 Parking Spaces Required Per City of Dublin Municipal Code AMG estimated the number of parking spaces required for the proposed project per the City of Dublin's Municipal Code, Chapter 8.76 Off -Street Parking and Loading Regulations, Section 8.76.080 Parking Requirements by Use Type. Tables 2, 3 and 4 summarize the estimated parking spaces required under Options 1,2 and 3 of the proposed projects. Table 2: Parking Spaces Required per City Standards for Option 1 Project Data Estimated Parking Land Use Quantity Unit Retail 5,000 sf GFA 17 Restaurant 4,000 sf GFA 20 Fitness 5,000 sf GFA 33 Restaurant 5,065 sf GFA 25 Hotel -Business 138 rooms 165 Office 63,562 sf GFA 182 Total 442 Table 3: Parking Spaces Required per City Standards for Option 2 Project Data Estimated Parking Land Use Quantity Unit Retail 5,000 sf GFA 17 Restaurant 4,000 sf GFA 20 Fitness 5,000 sf GFA 33 Hotel -Business 138 rooms 165 Office 63,562 sf GFA 182 Total 417 AMG A001LITY M91LITY GROUP Table 4: Parking Spaces Required per City Standards for Option 3 2 3 4 5 0 7 0 Project Data Estimated Parking Land Use Quantity Unit Retail 5,000 sf GFA 17 Restaurant 4,000 sf GFA 20 Fitness 5,000 sf GFA 33 Retail -pad 3,000 sf GFA 10 Restaurant -pad 2,500 sf GFA 13 Restaurant - pad BOH 2,500 sf GFA 8 Hotel -Business 138 rooms 165 Office 63,562 sf GFA 182 Total 448 September 30, 2079 Kameron Klotz Page 4 of 1 1 Based on the results of the analysis, the number of parking spaces to be provided by the proposed mixed -use project does not meet the City requirements by 91 spaces under Option 1, 137 under Option 2, and 88 spaces under Option 3. ITE Parking Trip Generation Analysis and Methodology As a comparison, AMG utilized Institute of Transportation Engineer's (ITE) Parking Generation Manual, 5r" Edition to evaluate if the parking demand created by the proposed hotel, office, retail and restaurant land uses would be met for the three land use options and parking -spaces provided by the options. The parking demand analysis evaluates the three land use options as shown in Table 1. ITE Average Parking Demand Rates The ITE Parking Generation Manual provides several statistical information including average, 33rd percentile, 85h percentile and standard deviation. Additional information provided include time of day peaking and place — urban vs. suburban. Many agencies use average parking demand rate as the likely peak parking demand for a land use. However, in some situations such as a large shopping center with large seasonal demand fluctuations (e.g. holiday season) use of average might not be appropriate. As recommended by the City,' AMG used 1 1 5% of ITE average rate — with additional 15 % being a safety factor against unexpected parking surges. 1 July 76, 2079 comment by Amy Million on AMG July 7 Draft Report September 30, 2019 AMGAnvAHceO MOBIL17Y Kameron Klotz GROUP Page 5 of 17 The parking rates and time of day (TOD) information for four land use categories from ITE Parking (5'" Edition) for the proposed mixed -use project were approved by staff2 before we proceed with this analysis. Tables 5, 6 and 7 summarize the average peak period parking demand generated under Options 1,2 and 3 scenarios for the proposed project. Table 5: ITE Parking Demand Summary for Option 1 (1 15% Average Peak Period Parking Demand) Project Data Weekday ITE Parking Weekday Estimated Land Use Quantity Unit Rate (X 1.15%) Parking Demand Retail 1 5000 sf GFA 3.37 17 (ITE Land Use 850) Restaurant 2 4,000 sf GFA 10.86 43 (ITE Land Use 932) Fitness 3 5,000 sf GFA 5.44 27 (ITE Land Use 492) Restaurant 4 5,065 sf GFA 10.86 55 (ITE Land Use 932) Hotel -Business 5 138 rooms 0.83 114 (ITE Land Use 312) 6 Office (ITE 710) 63,562 sf GFA 2.75 175 Note: 431 Hotel -Business (ITE Land Use 372) - occupied room rate used which is more conservative, 5th Edition Table 6: ITE Parking Demand Summary for (Average Peak Period Parking Demand) Project Data Weekday ITE Parking Weekday Estimated Land Use Quantity Unit Rate (X 1. I S%) Parking Demand Retail 1 5000 sf GFA 3.37 17 (ITE Land Use 850) Restaurant 2 4,000 sf GFA 10.86 43 (ITE Land Use 932) Fitness 3 5,000 sf GFA 5.44 27 (ITE Land Use 492) Hotel -Business 4 138 rooms 0.83 114 (ITE Land Use 312) 5 Office (ITE 710) 63,562 sf GFA 2.75 175 Note: 376 ITE, 5th Edition 2 August 8, 2019 email from Obaid Khan, City of Dublin September 30, 2019 AMGADVANCED MOBIL17Y Kameron Klotz GROUP Page 6 of 17 Table 7: ITE Parking Demand Summary for Option 3 (Average Peak Period Parking Demand) Project Data Weekday ITE Parking Weekday Estimated Land Use Quantity Unit Rate (X 1.15%) Parking Demand Retail 1 5000 sf GFA 3.37 17 (ITE Land Use 850) Restaurant 2 4,000 sf GFA 10.86 43 (ITE Land Use 932) Fitness 3 5,000 sf GFA 5.44 27 (ITE Land Use 492) Retail - pad 4 3000 sf GFA 3.37 10 (ITE Land Use 850) Restaurant - pad 5 2,500 sf GFA 10.86 27 (ITE Land Use 932) Restaurant - pad BOH 6 2,500 sf GFA 10.86 27 (ITE Land Use 932) Hotel -Business 7 138 rooms 0.83 114 (ITE Land Use 312) 8 Office (ITE 710) 63,562 sf GFA 2.75 175 N ote: 441 ITE, 5th Edition Based on the results of the 1 15% factored ITE average peak period parking demand generation analysis, the parking spaces provided by the proposed project for the three land use options would be short respectively by 80 spaces, 96 spaces and 81 spaces. Potential Factors in Reduction of Parking Demand Note that these parking demand rates were based on ITE standalone site estimates without taking into considerations internal trips due to mixed -use or shared parking. For example, hotel patrons and office employees could walk to the restaurants or retail stores without having to drive and park. In addition, major changes in car rental of hotel guests have also been noted by the hotel industry. It has been shown that ride -hailing companies, like Uber and Lyft, are changing transportation habits and having a measurable impact on parking demand for many land uses. Specifically, it has been shown the largest impacts of ride -hailing to parking are occurring at hotels, restaurants, events centers, and airports where demand for ride -hailing is greatest. Particularly, studies have shown that hotel parking demand seems to have decreased in many places due to ride -hailing; travelers are choosing to use ride -hailing, instead of rental cars, to get to and from the hotel. Based on the survey conducted for TNC usage for various land -uses as summarized in the "Ride - Hailing Impacts on Parking" — An overview created by Walker Consultants, approximately 40% of the visitors to Hotel land use utilized a car rental while the remaining used taxi's and ride sharing services (60% not driving). September 30, 2019 nn BIL17Y Kameron Klotz A� MOBILITY GROUP Page 7 of 17 Since the site is approximately 0.5 miles (10- 1 2-minute walk) from West Dublin BART Station, it is anticipated that some of the hotel workers of office employees might be able to use transit instead of driving to work. Note that the ITE Parking Generation Manual states that the most accurate way to estimate parking demand is by conducting parking studies at a similar use in the vicinity of proposed project. In the absence of such data use of ITE parking generation tables could be used by applying local knowledge and judgment on parking supply and demand. Other Mixed -Use Development Parking Factors to Consider Very often in the recent past, many agencies or municipalities would enforce parking rate regulations for developers to provide a predetermined amount of parking space for each type of land use. This could result in an overabundance of parking, as far more spaces are created than needed at any given moment. The excess and availability of free parking spaces (unknowingly) induces more driving while also typically leaving many spaces underused. With prevailing awareness on creating sustainable developments, many agencies are discontinuing such parking policies since it inhibits the possibility to design more compact developments and neighborhoods with active uses. Since the proposed project is a mixed -use development consisting of hotel, office building, retail building, fitness and restaurant, it is anticipated that there would be some internal trips within mixed -use developments as well as variations in peak parking demand by time of day by several land uses that are not captured by ITE parking rates that were derived based on standalone land uses. Various studies have shown that conventional use of ITE has overlooked the full potential for internalizing trips through interaction among on -site activities. The ITE trip -generation data and analysis methods apply primarily to single -use and freestanding sites, which limits their applicability to compact, mixed -use development. In 2011, two major studies introduced methodologies for predicting traffic generation from mixed use development: National Cooperative Highway Research Program (NCHRP) Report 684, "Enhancing Internal Trip Capture Estimation for Mixed- Use Developments," analyzed internal -capture relationships of mixed -use sites and examined the travel interactions among six individual types of land uses: office, retail, restaurant, residential, cinema, and hotel, and 2. The U.S. EPA —sponsored 2011 report, "Traffic Generated by Mixed -Use Developments — A Six -Region Study Using Consistent Built Environmental Measures," investigated trip generation, mode choice, and trip length for trips produced and attracted by mixed use developments. Researchers selected six regions — Atlanta, Boston, Houston, Portland, Sacramento, and Seattle — to represent a wide range of urban scale, form, and climatic condition. It was concluded that the ITE Trip Generation Manual and Handbook overestimate peak traffic generation for mixed -use development by an average of 35 percent3. 3 NCHRP Report 684, "Enhancing Internal Trip Capture Estimation for Mixed- Use Developments,"20 7 7, page 26 September 30, 2019 nn ANCEO BIL17Y MOBILITY Kameron Klotz AM GROUP Page 8 of 17 It could be expected that the proposed mixed -use development would experience a fair number of internal trips. In essence, there is a captive -market when patrons who are already parked in the area can take advantage of other nearby services. For example, office employees, hotel patrons and employees could walk across to the restaurant without having to drive and park. Thus, they are not a source of additional parking demand to use the restaurant. In addition, since the proposed development is a business hotel, it could be expected that some of the hotel patrons could be working out of the office building. Both users could also be patrons at the proposed health club. Based on the expected internal trips and the aforementioned studies, the estimated ITE average parking demands generated by the proposed project for the three options are within 25 percent or less of the parking supply provided for each scenario. This would be considerably less than the 35 percent potential overestimation of parking demand as documented in the NCHRP mentioned previously. However, the ITE Parking Generation Manual states that the most accurate way to estimate parking demand is by conducting parking studies at a similar use in the nearby area. In the absence of such data use of ITE parking generation tables could be used by applying local knowledge and judgment on parking supply and demand. Shared Parking Concept and Analysis Background Typically, shared parking is possible for project sites that serve two or more land uses without conflict or encroachment. Parking spaces can be shared if there are variations in the accumulation of vehicles by hour, day or season at the individual land uses and if the parking demand of land uses results in same auto - trips. Like other urban travel characteristics, parking demands fluctuates during peak and off-peak schedules depending on types of land use and the project area. It has been shown conclusively that distinct but complementary patterns, such as "office parking" that is generally empty in the evenings and on weekends and "hotel parking" that is generally fuller in the evenings, offer an opportunity for cities to better satisfy residents and commuters without increasing supply. Shared parking is a land use/development strategy that optimizes parking capacity by allowing complementary land uses to share spaces, rather than constructing separate parking spaces for separate uses. Shared parking works especially well with mixed use development. Many cities that embraced sustainable developments have shown that shared parking unlocks the potential for higher development densities around transit hubs, and acts as a control mechanism against urban sprawl. By allowing and encouraging adjacent property owners to share parking spaces, cities can accommodate essential parking demands like disabled parking, emergency vehicles and freight delivery while promoting travel by more sustainable modes with better land use integration. This study uses shared parking potential due to inherent land use characteristics of hotel, office, retail and restaurant which has peak parking demand that fluctuates and varies at various times of day. Time of Day information are based on data contained in the ITE 5r" Edition report and obviously could vary based on the location. Based on our experience, the time of day parking demand shown for office and hotel could be considered consistent. Details of ITE 5'" Edition Time of Day Parking information for some of the land uses are contained in Appendix A. ADVANCED AMGMOBILITY GROUP September 30, 2019 Kameron Klotz Page 9 of 17 Using the Time of Day Parking demand information, AMG estimated an expected parking demand for the proposed mixed -used development. The estimated parking demand due to time of day shared parking for Option 1,2 and 3 are shown in Table 8, 9 and 10. The result seems to indicate that the proposed parking spaces provided by the development would be adequate. Detailed hourly calculations for Time of Day Parking for each of the three Options based on ITE 5th Edition information are contained in Appendix B. Table 8: Estimated Parking due to Fluctuations in Time of Day Parking Demand (Option 1) ITE Parking Demand Cumulative Estimates for Option 1 _ITE Rates Based on Time of Day Demand (Suburban) City Rates 400 350 300 a250 E200 Y 150 6100 — — 50 — — 0 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 17:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM Time of Day Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 1 124 1 149 1 224 1 288 1 333 1 334 1 325 1 309 1 288 1 278 1 275 1 258 1 222 1 195 1 143 1 130 1 122 Time 6:00 AM I 7:00 AM I 8:00 AM I 9:00 AM I 10:00 AM I 11:00 AM I 12:00 PM I 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM Parking Spaces Provided: 351 Table 9: Estimated Parking due to Fluctuations in Time of Day Parking Demand (Option 2) ITE Parking Demand Cumulative Estimates for Option 2 —ITE Rates Based on Time of Day Demand (Suburban) —City Rates 350 300 250 m 200 E 0 m 150 u 100 50 0 Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 118 1 135 1 186 1 249 291 1 288 270 1 259 1 257 1 255 1 252 1 223 1 174 1 152 1 106 1 107 1 110 Time 6:00 AM 1 7:00 AM 1 8:00 AM 1 9:00 AM 10:00 AM I 11:00 AM li 12:00 PM 1 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PAA 6:00 PM 7:00 PM 8:00 PM 9:00 PM 1 10:00 PM Parking Spaces Provided: 280 ADVANCED AMGMOBILITY GROUP September 30, 2079 Kameron Klotz Page 10 of 1 1 Table 10: Estimated Parking due to Fluctuations in Time of Day Parking Demand (Option 3) Parki.. ..and Cumulative Estimates for _ ITE Rates Based on Time of Day Demand (Suburban) —elty Rates 5-W i Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 124 148 223 288 338 340 332 317 296 287 284 268 231 203 148 133 124 Time 6:00 AM 1 7.00 AM 1 8:00 AM 1 9:00 AM 1 10:00 AM 1 11:00 AM 1 12:00 PM 1 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM I 9:00 PM I 10:00 PM Parking Spaces Provided: 360 Conclusion Based on results of our parking analysis, the following are several conclusions: Proposed mixed -used development (consisting of a hotel, office, restaurant and retail) showed three options being proposed for the project and summarized here: • Option 1 consists of a 5,000 s.f. retail, 4,000 s.f. restaurant, 5,000 s.f. fitness club, 5,065 s.f. restaurant, 138 room hotel and 63,562 s.f. office with 351 parking spaces. • Option 2 consists of a 5,000 s.f. retail, 4,000 s.f. restaurant, 5,000 s.f. fitness club, 138 room hotel and 63,562 s.f. office with 280 parking spaces. • Option 3 consists of a 5,000 s.f. retail, 4,000 s.f. restaurant, 5,000 s.f. fitness club, 3,000 s.f. retail store, a 5,000 s.f. restaurant, 138 room hotel and 63,562 s.f. office with 360 parking spaces. City Parking Demand Rates - results of the parking demand analysis based on city parking rates estimated that 442, 417 and 460 spaces would be required respectively for Option 1, Option 2 and Option 3. Therefore, based on the City parking rates, the proposed parking supply is short by 91 spaces under Option 1, 137 under Option 2, and 100 spaces under Option 3. ITE Parking Generation ITE provided several parking demand rates and statistical factors including average and 85t" percentile parking demand. • Average Parking Demand - Many agencies use average parking demand rate as the likely peak parking demand for a land use. As recommended by the City, AMG used 1 1 5% of ITE average rate — with additional 15 % being a safety factor against unexpected parking surges. Results of the parking demand analysis based on 1 1 5% ITE September 30, 2019 nn BIL17Y Kameron Klotz A� MOBILITY GROUP Page 11 of 11 average parking rates estimated that 431, 376 and 441 spaces would be required respectively for Option 1, option 2 and Option 3. Therefore, the parking spaces provided by the proposed project does not meet the parking demand generated by the proposed land uses. • It is noted that based on the expected internal trips and key studies conducted by NCHRP and U.S. EPA concluded that ITE parking rates could overestimate peak traffic generation for mixed -use development by an average of 35 percent parking demands. • Rate used did not account for hotel travelers who are choosing to use ride -hailing, instead of rental cars, to get to and from the hotel. • It is anticipated that some of the hotel workers of office employees might be able to use transit instead of driving to work. • ITE Parking Generation Manual states that the most accurate way to estimate parking demand is by conducting parking studies at a similar use in the nearby area. In the absence of such data use of ITE parking generation tables could be used by applying local knowledge and judgment on parking supply and demand. Time of Day Parking Fluctuations Factors The ITE report provided an estimate of time of day peak parking information for hotel, office, retail and restaurant. AMG has generated expected parking demand for the proposed mixed - used development under both ITE and City rates (as shown in Table 8, 9 and 10). The results indicated that proposed parking spaces provided by the development for a combination of land options would be adequate for Options 1 and 3. Based on time of day peak for Option 2, parking demand estimate would be short by 1 1 (four percent) and 29 (10 percent) respectively for ITE and City parking rates. z:\p1812165 - dublin parking (rubicon)\report\tm 093079 dublin mixed -use parking study.docx AMG ADVANCED MOBILITY GROUP Appendix A — ITE 5th Edition Time of Day Parking information Advanced Mobility Group 1 3003 Oak Road, Suite 100, Walnut Creek, Ca. 94596 www.amobility.com 1000010 a Lend use: M Supsm arket uM ilrr: T1e CA �.aI Plr . Bul�p�.p Lend Llse: 932 Migh•Tvrnevar (Su•Oown) Resianranl Land Ilse: 312 Buainosa Homl �� ..�r..� b.. �.:�.��_,�.a.�.w.�. ter... �..n.....�...�........�... ....a,..,........a,d�....'H".*v i`�...o-''uw� +�er+i.dwv:r• �.�i..e.i�w+.er.... 9.,...`�......>...,.�y-...+.�......+. .�.Y.��..:._,..` �..�.....�..� ..:.�....w ---- �...e.a+r+....w..-.+ab Isar. s..ry rr. r...w.rw ..-.•...r.........� w. .�........ �....r_ Mr Superrnarkot High -Turnover (Sit Down) kaetaurard - Family (959) (932) .r vr....ry err....rM rt pa r.r Mw..wf ewrr....v.M rt u. ..wP.a. e.r.e.nrn •ren6wvn ^.-e.m.e.np PnN �>m�We�lm amem IVeli P.vk.f1r11iN o.werAW 101e q R NA ..w.wxp uww w neo In R era ...r.a e.r•... •s w - .�...w a.r r.... •r Husinese Hotel j712j I.n1►W rr4re ee.eM Ov.Rxw � Garen! We* Building (7195 .r.mr..r�a•d ame• %maprt�. W M1rt Rlkr r.raq e..�W w+rss Qy R9ra ..wr.w .r•r.r r rti . s -•fix f� : La- uar. aexrwanNFxn to IlralduFlb— Club Land Use! gSr Cnfkamnwl Shnp Co4eaDonut Shop whh lldw Through WNndow t�ar1 wish Drhre•Thmugh YWndow (93� AMG ADVANCED MOBILITY GROUP Appendix B — ITE 5th Edition Time of Day Parking Calculations for three Land Use Options Advanced Mobility Group 1 3003 Oak Road, Suite 100, Walnut Creek, Ca. 94596 www.amobility.com ITE (5th Ed) Suburban Parking Demand Summary for Option 1 (x1.15% Average) ITE Parking Demand Cumulative Estimates for Option 1 —ITE Rates Based on Time of Day Demand (Suburban) City Rates 400 350 300 a 250 E 200 — G a 150 100 50 0 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM Time of Day Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 124 149 224 288 333 334 1 325 1 309 1 288 1 278 1 275 1 258 1 222 1 195 1 143 130 1 122 Time 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 1 12:00 PM 1 1:00 PM 1 2:00 PM 1 3:00 PM 1 4:00 PM 1 5:00 PM 1 6:00 PM 1 7:00 PM 1 8:00 PM 9:00 PM I 10:00 PM lj Parking Spaces Provided: 351 Time of Day Parking Estimates for Land Uses (ITE Parking 5th Edition) 1. ITE 850 Supermarket Time of Day Parking Estimates 2. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 3. ITE 492 Fitness - Office Time of Day Parking Estimates 4. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 5. ITE 312 Business Hotel Time of Day Parking Estimates 6. ITE 701 General Office Building Time of Day Parking Estimates 912712019 Z:1P1812165 -Dublin Parking (Rubicon)) Parking AnalysislDublin Wed Use - ITE 5th Time of Day 091019 ITE (5th Ed) Suburban Parking Demand Summary for Option 2 (x1.15% Average) 35o ITE Parking Demand Cumulative Estimates for Option 2 ITE Rates Based on Time of Day Demand (Suburban) —City Rates 300 250 01 200 E 150 y 100 50 0 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 70:00 PM Time of Day Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 118 135 186 249 291 288 270 259 257 255 252 223 174 152 108 107 110 Time 6:00 AM 7:00 AM 1 8:00 AM 1 9:00 AM 1 10:00 AM 1 1 1:00 AM 1 12:00 PM 1 1:00 PM 1 2:00 PM 3:00 PM 1 4:00 PM 5:00 PM 6:00 PM 7:00 PM 1 8:00 PM 9:00 PM 1 10.00 PM Parking Spaces Provided: 280 Time of Day Parking Estimates for Land Uses (ITE Parking 5th Edition) 1. ITE 850 Supermarket Time of Day Parking Estimates 2. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 3. ITE 492 Fitness - Office Time of Day Parking Estimates 4. ITE 312 Business Hotel Time of Day Parking Estimates 5. ITE 701 General Office Building Time of Day Parking Estimates 912712019 Z:1P1812165-Dublin Parking (8ubicon)kParking AnalysislDublin Wed Use - ITESth TimeofDay091019 ITE (5th Ed) Suburban Parking Demand Summary for Option 3 (x1.1 5% Average) A0o 350 300 ,250 E 200 Me 150 n 100 50 0 iE Parking Demand Cumulative Estimates for Option 3 Based on Time of Day Demand (Suburban) ITE Rates —City Rates 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM A:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM Time of Day Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 124 148 223 288 338 340 332 317 296 287 284 268 231 203 148 133 124 Time1 6:00 AM 1 7:00 AM 8:00 AM 9:00 AM 10:00 AM I 1 1:00 AM 1 12:00 PM 1 1:00 PM 1 2:00 PM 1 3:00 PM I 4:00 PM 1 5:00 PM 1 6:00 PM 1 7:00 PM 1 8:00 PM 1 9:00 PM 10:00 PM Parking Spaces Provided: 360 Time of Day Parking Estimates for Land Uses (ITE Parking 5th Edition) 1. ITE 850 Supermarket Time of Day Parking Estimates 2. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 3. ITE 492 Fitness - Office Time of Day Parking Estimates 4. ITE 850 Supermarket Time of Day Parking Estimates 5. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 6. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 7. ITE 312 Business Hotel Time of Day Parking Estimates 8. ITE 701 General Office Building Time of Day Parking Estimates 912712M9 Z:(P1812165-Dublin Parking(Rubicon)(Parking Analysis)Dublin Wed Use -ITE5th Timeof Day091019 City Parking Spaces Required Summary for Option 1 City Parking Spaces Required Cumulative Estimates for Option 1 Based on Time of Day Demand (ITE) 350 Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 170 182 224 285 328 323 303 290 287 284 285 259 210 187 141 144 155 Time 6:00 AM 7:60 AM 1 8:00 AM 1 9:00 AM 1 10:00 AM 1 1 1:00 AM 1 12:00 PM 1 1:00 PM 1 2:00 PM 3:00 PM 1 4:00 PM 1 5:00 PM 6:00 PM 7:00 PM 1 8:00 PM 9:00 PM 1 10.00 PM Parking Spaces Provided:351 Time of Day Parking Estimates for Land Uses (ITE Parking 5th Edition) 1. ITE 850 Supermarket Time of Day Parking Estimates 2. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimate! 3. ITE 492 Fitness - Office Time of Day Parking Estimates 4. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 5. ITE 312 Business Hotel Time of Day Parking Estimates 6. ITE 701 General Office Building Time of Day Parking Estimates 9/27/2019 Z:1P1812165 -Dublin Parking (Rubicon)kParking Analysis)Dublin Mxed Use -City Rates Time of Day 092719 City Parking Spaces Required Summary for Option 2 City Parking Spaces Required Cumulative Estimates for Option 2 Based on Time of Day Demand (ITE) 350 300 250 200 E 0 150 y 100 50 0 6:00 AM 7:00 AM 8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM Time of Day Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 167 176 207 267 309 302 278 267 273 274 275 243 188 167 124 134 150 Time 6:00 AM 7:00 AM 1 8:00 AM 1 9:00 AM 1 10:00 AM 1 1 1:00 AM 1 12:00 PM 1 1:00 PM 1 2:00 PM 3:00 PM 1 4:00 PM 5:00 PM 6:00 PM 7:00 PM 1 8:00 PM 9:00 PM 1 10.00 PM Parking Spaces Provided: 280 Time of Day Parking Estimates for Land Uses (ITE Parking 5th Edition) 1. ITE 850 Supermarket Time of Day Parking Estimates 2. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 3. ITE 492 Fitness - Office Time of Day Parking Estimates 4. ITE 312 Business Hotel Time of Day Parking Estimates 5. ITE 701 General Office Building Time of Day Parking Estimates 912712019 Z:1P1812165 -Dublin Parking (Rubicon)kParking Analysis)Dublin Wed Use -City Rates Time of Day 092719 City Parking Spaces Required Summary for Option 3 400 — 350 — 300 y 250 E 200 G 150 6100 50 0 City Parking Spaces Required Cumulative Estimates for Option 3 Based on Time of Day Demand (ITE) 6:00 AM 7:00 AM 8:00 AM 900 AM 10:00 AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 PM 8:00 PM 9:00 PM 10:00 PM Time of Day Cumulative Time of Day Total Parking Demand Estimates Cumulative Spaces 1 171 1 184 1 230 1 292 1 342 1 338 1 322 1 308 1 301 1 298 1 299 1 275 1 228 1 203 1 152 1 152 1159 Time 1 6:00 AM 1 7:00 AM 1 8:00 AM 1 9:00 AM I 10:00 AM I 1 1:00 AM 1 12:00 PM 1 1:00 PM 1 2:00 PM 1 3:00 PM 1 4:00 PM 1 5:00 PM 1 6:00 PM 1 7:00 PM 1 8:00 PM 1 9:00 PM 1 10.00 PM Parking Spaces Provided: 360 Time of Day Parking Estimates for Land Uses (ITE Parking 5th Edition) 1. ITE 850 Supermarket Time of Day Parking Estimates 2. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 3. ITE 492 Fitness - Office Time of Day Parking Estimates 4. ITE 850 Supermarket Time of Day Parking Estimates 5. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 6. ITE 932 High -Turnover (Sit -Down) Restaurant Time of Day Parking Estimates 7. ITE 312 Business Hotel Time of Day Parking Estimates 1 General Office Building Time of Day Parking Estimates 912712019 ZiP1812165 -Dublin Parking (Rubicon)kParking AnalysisiDublin Mxed Use -City Rates Time of Day 092719