Loading...
HomeMy WebLinkAbout081-08 RESOLUTION NO. 81-2008 CERTIFYING A FINAL ENVIRONMENTAL IMPACT REPORT, APPROVING MAJOR SUBDIVISION REQUEST SD 9009, AND APPROVING FINAL DEVELOPMENT PLAN REQUEST DP 2005-20 (ELWORTHY RANCH, LLC.) (APN: 208-230-020, 021, 030, 031, 032, 033) WHEREAS, ELWORTHY WEST, LLC. (Applicant/Owner) has requested approval of a Major Subdivision and Final Development Plan to allow the development of 84 single family residential units and 12 multiple family apartment units on a 459+ / - acre site; and WHEREAS, a Preliminary Development Plan - Rezoning (PUD 2005-02) is also requested to rezone the site from A-4; Agricultural Preserve District to P-1; Planned Unit Development District. The rezoning approval is contained within associated Town Council Ordinance No. 2008-06; and WHEREAS, the subject site is located in the southwest quadrant of the Town of Danville, on the west side of Interstate 680, approximately one mile south of the San Ramon Valley Boulevard/Sycamore Valley Road intersection. The site is situated on the eastern slope of Las Trampas Ridge and is further identified as Assessor's Parcel Numbers 208-230-020,021,030,031,032,033; and WHEREAS, the Town of Danville P-1; Planned Unit Development District Ordinance requires approval of a Preliminary Development Plan - Rezoning application prior to the approval of a Final Development Plan - Major Subdivision request; and WHEREAS, the Planning Commission did review the project at a noticed public hearing on May 13, 2008; and WHEREAS, at that meeting the Planning Commission recommended that the Town Council approve the request; and WHEREAS, the public notice of this action was given in all respects as required by law; and WHEREAS, in conformance with the requirements of the California Environmental Quality Act (CEQA), an Environmental Impact Report has been prepared for the project. As amended through project modification or recommended mitigation measures, no significant negative environmental impacts are expected to be associated with the project; and PAGE 1 OF RESOLUTION NO. 81-2008 WHEREAS, the Danville Town Council did review the project at a noticed public hearing on July I, 2008; and WHEREAS, the public notice of this action was given in all respects as required by law; and WHEREAS, the project's parkland dedication obligations have been satisfied through the project's provision of adequate acreage of private and public recreational facilities; and WHEREAS, a staff report was submitted recommending that the Town Council approve the request; and WHEREAS, the Town Council did hear and consider all reports, recommendations, and testimony submitted in writing and presented at the hearing; now, therefore, be it RESOLVED that the Danville Town Council certifies the Final Environmental Impact Report and approves Major Subdivision request SD 9009 and Final Development Plan request DP 2005-20 subject to the conditions contained herein, and makes the following findings in support of this action: FINDINGS Certification of Final Environmental Impact Report 1. The final Environmental Impact Report has been completed in compliance with the California Environmental Quality Act (CEQA). 2. The final Environmental Impact Report was presented to the Planning Commission of the Town of Danville and the Planning Commission reviewed and considered the information contained in the final Environmental Impact Report prior to approving the project. 3. The final Environmental Impact Report reflects the Town of Danville's independent judgment and analysis. Major Subdivision - Vesting Tentative Map 1. The proposed subdivision is in substantial conformance with the goals and policies of the Danville 2010 General Plan. The Elworthy West property is listed as a Special Concern area within the 2010 General Plan. The proposal is PAGE 2 OF RESOLUTION NO. 81-2008 consistent with the following language related to this site contained within the General Plan: a. The proposed development will result in minimal visual impact and very little change to the natural features that define the site. The Environmental Impact Report that was prepared for the project concludes that the project will have no significant visual impact. b. By offering a significant portion of the site to the East Bay Regional Park District, and providing a staging area and public access easement to the open space, the development provides for a connection between Danville and the regional park system. c. The areas of the site considered unsuitable for development will be retained as permanent open space. d. The most visually prominent portions of the site will remain undeveloped. e. The project does not propose any inappropriate extensive cut and fill to accommodate development of the steeper areas of the site. f. The project proposes residential development on the flatter portions of the site along San Ramon Valley Boulevard, forming a link between the California Chateau neighborhood to the south and the Ocho Rios and Morris Ranch/Podva/Town and Country areas to the north. g. The density of the proposed project is compatible with the densities of the adjacent development to the north and south. h. The maximum elevation of the development of the site respects the elevation of the development to the north and south as the proposed development would be lower in elevation than both adjacent developments. 1. The design and alignment of proposed local streets will nurunuze increases of through traffic on local streets in adjacent neighborhoods as no roadway connections are proposed. 2. The design of the proposed subdivision is in substantial conformance with the applicable zoning regulations. 3. The design of the subdivision and the type of associated improvements will not likely cause serious public health problems because water and sanitary facilities services will be available to the 96 new units. PAGE 3 OF RESOLUTION NO. 81-2008 4. The density of the subdivision is physically suitable for the proposed density of development. 5. The design of the proposed subdivision and improvements are not likely to cause substantial environmental damage or subsequently injure fish or wildlife or their habitat. The Environmental Impact Report prepared for the project concludes that, with mitigation, the project will not result in any significant adverse environmental impacts. 6. The design of the proposed subdivision and proposed improvements will not conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. Final Development Plan 1. The final Development Plan will not be detrimental to the health, safety, and general welfare of the Town. 2. The final Development Plan will not adversely affect the orderly development of property within the Town. 3. The final Development Plan will not adversely affect the preservation of property values and the protection of the tax base within the Town. 4. The final Development Plan will not adversely affect the policy and goals as set by the 2010 General Plan. 5. The final Development Plan will not create a nUIsance and\ or enforcement problem within the neighborhood or community. 6. The final Development Plan will not encourage marginal development within the neighborhood. PAGE 4 OF RESOLUTION NO. 81-2008 CONDITIONS OF APPROVAL Conditions of approval with an asterisk (*) in the left-hand column are standard project conditions of approval. Conditions of approval typed in italicized text are mitigation measures derived from the Environmental Impact Report prepared for the project. Unless otherwise specified, the following conditions shall be complied with prior to the Town Council approval of the initial final map for the project. Each item is subject to review and approval by the Planning Division unless otherwise specified. A. GENERAL 1. This approval is for a Preliminary Development Plan - Rezoning (PUD 2005- 02), Major Subdivision (SD 9009), and Final Development Plan (DP 2005-20) request to rezone the site from A-4; Agricultural Preserve District to P-l; Planned Unit Development District allowing the development of 84 single family residential units and 12 multiple family apartment units on the site. The 96 total units would be constructed on approximately 12 acres of the site, directly adjacent to San Ramon Valley Boulevard. For the remainder of the site, approximately 232 acres of the upper portion of the site would be offered as a dedication to the East Bay Regional Park District to be incorporated into the Las Trampas Regional Wilderness, and 182 + / - acres would be encumbered with a protective easement, allowing no future development. An approximately four acre area would be reserved for the future development of a private equestrian facility. The existing Elworthy residence would be retained on a five acre parcel. Development shall be substantially as shown on the project drawings as follows, except as may be modified by conditions contained herein; a. Landscape Plans labeled "Elworthy Ranch," as prepared by Gates and Associates dated April 16, 2008 and Vesting Tentative Map labeled "Elworthy Ranch," as prepared by BKF Engineers, dated April 18, 2008, collectively consisting of a total of 14 sheets. b. Architectural Site Plans, Elevations, and details labeled "Elworthy West," as prepared by Loving & Campos Architects, Inc., dated April 4,2008, consisting of 22 sheets. PAGE 5 OF RESOLUTION NO. 81-2008 c. Draft Environmental Impact Report labeled "Elworthy Ranch Environmental Impact Report," prepared by RBF Consulting dated November 2007. d. Final Environmental Impact Report labeled "Elworthy Ranch Environmental Impact Report," prepared by RBF Consulting dated April, 2008. e. Stormwater Management Plan as prepared by Balance Hydrologies, dated May, 2008. f. Staff Study for the central portion of the site plan including the previously reviewed design of the community pool, lot layout, and retaining walls, labeled Exhibit F4 and attached to the staff report for this project. 2. All Town and other related fees that the property may be subject to shall be paid by the applicant. These fees shall be based on the current fee schedule in effect at the time the relevant permits are secured, and shall be paid prior to issuance of said permit and prior to any Town Council final approval action. Notice should be taken specifically of the following: The following fees for 86 single family homes and 12 multi-units are due at final map approval for the above-mentioned project: 1. Base Map Revision Fee (90+1- parcels @ $81) ................................$ 7,290.00 2. Drainage Area 37 A (Flood Control) .................................................$1,850.00 3. Excavation Mitigation Fee (Flood Control)...................................$ 40,220.00 4. Final Map Check Fee (90+1- parcels) ...............................................$ 6,185.00 5. Improvement Plan Check Fee ..........................................3% of cost estimate 6. Engineering Inspections Fee............................................. 5% of cost estimate 7. Grading Plan Check, Inspection & Permit ...............................................TBD The following fees are due at building permit issuance for the above- mentioned project: 1. Child Care Facilities Fee (Single-family units) ..............................$335/unit 2. Child Care Facilities Fee (Multi-family units) ..............................$ 1151 unit 3. Storm Water Pollution Program Fee (Single-family)......................$46/unit 4. Storm Water Pollution Program Fee (Multi-family) ........... $1881 structure 5. SCC Regional Fee ........................................................................... $ 1,1011 unit 6. SCC Sub-regional Fee......................... ....... .............. .......... ............ $ 3,0381 unit PAGE 6 OF RESOLUTION NO. 81-2008 7. Residential TIP Fee (Single-family) .............................................$ 2,OOOjunit 8. Residential TIP Fee (Multi-family) .....~........................................$1,400junit 9. Tri-Valley Transportation Fee (Single-family)...........................$ 2,029junit 10. Tri-Valley Transportation Fee (Multi-family)............................$l,290junit 3. Prior to recordation of the final map, the applicant shall reimburse the Town for notifying surrounding residents of this project. The fee shall be $ 3,330 ($1,003 notices X 4 notifications X $0.83 per notice). * 4. Prior to the issuance of grading or building permits, the applicant shall submit written documentation that all requirements of the San Ramon Valley Fire Protection District (SRVFPD) and the San Ramon Valley Unified School District have been, or will be, met to the satisfaction of these respective agencies. * 5. The applicant shall submit to the Town of Danville fees required to file a Notice of Determination for this project as required by AB 3185. The fee shall be $2,606.75. In addition, the applicant shall pay the County processing fee of $50.00. These check shall be made payable to the Contra Costa County Clerk's Office, and shall be submitted to the Town within five days of project approval. 6. A qualified archaeologist shall monitor ground disturbance within 500 feet of the northern project boundary in the development area. In the event that suspected archaeological materials are uncovered during site preparation or construction, project development activity shall cease in the immediate vicinity of the find, the discovery shall be evaluated, and appropriate treatment options developed. Archaeological monitors shall be empowered to halt construction activities at the location of the discovery to review possible archaeological material and to protect the resource. while the finds are being evaluated. Monitoring shall continue until, in the archaeologist's judgment, cultural resources are not likely to be encountered. If deposits of prehistoric archaeological materials are discovered during project activities, all work within 25 feet of the discovery shall be redirected until the archaeological monitor assesses the situation and provides recommendations. Adverse effects to such deposits shall be avoided by project activities. If such deposits cannot be feasibly avoided, they shall be evaluated for their eligibility for listing in the California Register of Historical Resources or the Town's Historic Sites Inventory. If the resources are not eligible, avoidance is not necessary. If the resources are eligible, they shall be avoided to ensure no adverse effects or such effects must be mitigated. Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results, and provide PAGE 7 OF RESOLUTION NO. 81-2008 recommendations for the treatment of the archaeological materials discovered. The report shall be submitted to Elworthy Ranch, LLC, the Town of Danville Development Services Department, and the Northwest Information Center. 7. If deposits of prehistoric or historical archaeological materials are encountered during project activities in any areas not archaeologically monitored, all work within 25 feet of the discovery shall be redirected and a qualified archaeologist contacted to assess the finds and make recommendations. Project personnel shall not collect or move any archaeological materials or human remains and associated materials. It is recommended that adverse effects to archaeological deposits be avoided by project activities. If such deposits cannot feasibly be avoided, they shall be evaluated for their eligibility for listing in the California Register of Historical Resources or the Town's Historic Sites Inventory. If the deposits are not significant, avoidance is not necessary. If the deposits are eligible, they shall be avoided or adverse effects must be mitigated. Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results, and provide recommendations for the treatment of the archaeological materials discovered. The report shall be submitted to Elworthy Ranch, LLC, the Town of Danville Development Services Department, and the Northwest Information Center. Prehistoric materials can include flaked-stone tools (e.g. projectile points, knives, choppers) or obsidian, chert, basalt, or quartzite toolmaking debris; bone tools; culturally darkened soil (i.e., midden soil often containing heat-affected rock, ash and charcoal, shellfish remains, faunal bones, and cultural materials); and stone milling equipment (e.g., mortars, pestles, handstones). Prehistoric archaeological sites often contain human remains. Historical materials can include wood, stone, concrete, or adobe footings, walls and other structural remains; debris-filled wells or privies; and deposits of wood, glass, ceramics, metal, and other refuse. Project personnel shall not collect or move any archaeological materials or human remains and associated materials. 8. If human remains are encountered, work within 25 feet of the discovery shall be redirected and the County Coroner notified immediately. At the same time, an archaeologist shall be contacted (if an archaeological monitor is not present) to assess the situation. If the human remains are of Native American origin, the Coroner shall notify the Native American Heritage Commission within 24 hours of this identification. The Native American Heritage Commission shall identify a Most Likely Descendant (MLD) to inspect the site and provide recommendations for the proper treatment of the remains and associated grave goods. PAGE 8 OF RESOLUTION NO. 81-2008 Upon completion of the assessment, the archaeologist shall prepare a report documenting the methods and results, and provide recommendations for the treatment of the human remains and any associated cultural materials, as appropriate and in coordination with the recommendations of the MLD. A report of findings shall be submitted to Elworthy Ranch, LLC, the Town of Danville Development Services Department, and the Northwest Information Center. 9. A paleontologist shall monitor initial project ground disturbing activities at or below five feet from the original ground surface or at any direct exposure of bedrock. A sample of alluvium below this soil layer depth shall be taken fot presence-absence testing of microvertebrate fossils. Subsequent to the initial monitoring and sediment sampling, the paleontologist can then determine if further monitoring, periodic site reviews, or no further monitoring for paleontological resources is appropriate. Paleontological monitors shall be empowered to halt construction activities at the location of a discovery to review the possible paleontological material and to protect the resource while it is being evaluated. Monitoring shall continue until, in the paleontologist's judgment, paleontological resources are not likely to be discovered. If paleontological resources are discovered during project activities, all work within 25 feet of the discovery shall be redirected until the paleontological monitor has assessed the situation and made recommendations regarding their treatment. It is recommended that adverse effects to paleontological resources be avoided by project activities. If avoidance is not feasible, the paleontological resources shall be evaluated for their significance. If the resources are not significant, avoidance is not necessary. If the resources are significant, they shall be avoided to ensure no adverse effects, or such effects must be mitigated. Upon project completion, a report shall be prepared documenting the methods and results of monitoring. The report shall be submitted to Elloorthy Ranch, LLC and the Town ofDanville Development Services Department. 10. Plans submitted for grading and building permits shall include the following noise mitigation measures copied onto the plans: a. Site improvement and construction work, including setup, loading or unloading of materials and equipment, and/or the maintenance, refueling or tune-up of any equipment shall be restricted to the hours of 7:30 a.m. to 5:30 p.m., Monday through Friday. All construction equipment po'wered by internal combustion engines shall be properly maintained and muffled to reduce noise levels to the maximum extent feasible. PAGE 9 OF RESOLUTION NO. 81-2008 b. Unnecessary idling of internal combustion engines near existing noise sensitive receptors shall be prohibited. c. Stationary equipment shall be located as far away from residences as feasible, but in no case shall be closer than 40 feet to any property line. Equipment shall be placed such that emitted noise is directed away from sensitive noise receptors. d. Non-stationary mobile construction equipment (e.g., earthmoving equipment) shall operate as far aIoay as possible from sensitive receptor sites. e. Construction equipment staging shall be at least 200 feet from the nearest residence. * 11. The applicant shall provide security fencing, to the satisfaction of the City Engineer and/ or the Chief Building Official, around the site during construction of the project. * 12. The applicant shall require contractors and subcontractors to fit all internal combustion engines with mufflers, which are in good condition, and to locate stationary noise-generating equipment as far away from existing residences as feasible. 13. The project sponsor shall implement the following Bay Area Air Quality Management District (BAAQMD) dust control measures during project construction: a. Water all active construction areas at least twice daily. b. Cover all trucks hauling soil, sand, and other loose materials or require all trucks to maintain at least two feet of freeboard. c. Pave, apply water three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas and staging areas at construction sites. d. Sweep streets daily (with water sweepers) if visible soil material is carried onto adjacent public streets. e. Hydroseed or apply (non-toxic) soil stabilizers to inactive construction areas (previously graded areas inactive for ten days or more). f Enclose, cover, water twice daily or apply (non-toxic) soil binders to exposed stockpiles (dirt, sand, etc.). g. Limit traffic speeds on unpaved roads up to 15 mph. PAGE 10 OF RESOLUTION NO. 81-2008 * * 15. * 16. h. Install sandbags or other erosion control measures to prevent silt runoff to public roadways. 1. Replant vegetation in disturbed areas as quickly as possible. 14. If the applicant intends to construct the project in phases, then the first submittal for building permits shall be accompanied by an overall phasing plan. This plan shall address: off-site improvements to be installed in conjunction with each phase; erosion control for undeveloped portions of the site; timing of delivery of emergency vehicle access connections; and phasing of project grading. No structure shall be occupied until construction activity in the adjoining area is complete and the area is safe, accessible, provided with all reasonably expected services and amenities, and appropriately separated from remaining additional construction activity. The phasing plan shall be subject to the review and approval of the City Engineer and Chief of Planning. The applicant shall submit a written Compliance Report detailing how the conditions of approval for this project have been complied with as part of the initial submittal for the final map, plan check, and/ or building permit review process (whichever occurs first). This report shall list each condition of approval followed by a description of what the applicant has provided as evidence of compliance with that condition. The applicant must sign the report. The report is subject to review and approval by the City Engineer and/ or Chief of Planning and/ or Chief Building Official, and may be rejected by the Town if it is not comprehensive with respect to the applicable conditions of approval. Planning Division sign-off is required prior to final Building Inspection sign-off. 17. Prior to the issuance of a building permit, the project sponsor shall provide the Development Services Department a description of necessary noise control measures and building plans showing that units located on Impacted Lots would contain forced-air mechanical ventilation, so that windows can be kept closed at the occupant's discretion to control noise. In addition, special building construction techniques (e.g., sound-rated windows and building facade treatments) shall be provided where exterior noise levels exceed 65 dBA CNEL. These treatments include, but are not limited to sound rated windows and doors, sound rated exterior wall assemblies, acoustical caulking, etc. The specific determination of what treatments are necessary shall be conducted by the project sponsor on a unit-by-unit basis, as specified by a qualified acoustical consultant. PAGE 11 OF RESOLUTION NO. 81-2008 18. Plans submitted for building permits shall show the location of electrical and mechanical equipment (e.g., ventilation and air conditioning units). Such equipment shall be located as far away as feasible from sensitive-receptor areas. Additionally, the following shall be considered before installation: proper selection and sizing of equipment and installation of equipment with proper acoustical shielding. Furthermore, mechanical equipment shall comply with the noise standards of the Town as specified in the Town's Municipal Code and General Plan. B. SITE PLANNING * All lighting shall be installed in such a manner that lighting is generally down directed and glare is directed away from surrounding properties and rights-of-way. Anyon-site wells and septic systems shall be destroyed in accordance with Contra Costa County Health Services Department - Environmental Health Division regulations. Environmental Health Division permit and inspections for this work shall be obtained. 4. The applicant shall offer to the Town of Danville a scenic easement that covers the entirety of Parcel V. In the case that the East Bay Regional Parks District rejects the offer of dedication of Parcel V, the Town shall accept and record a scenic easement across Parcel V. The scenic easement shall include the provision that no future subdivision and no development will be allowed within the scenic easement area. In addition, a deed notification shall be recorded to run with the title of the parcel stating that no future development or subdivision is allowed. 3. 1. * 5. The scenic easements sho:wn on Parcel S on the vesting tentative map shall be re-Iabeled "Protective Easement./I The restrictions on the parcel created by the protective easement shall be as described under Condition of Approval E.12. below. The easement shall also specify that no future development or subdivision of the parcel will be allowed. In addition, a deed notification shall be recorded to run with the title of the parcel stating that no future development or subdivision is allowed. 6. The applicant shall develop design guidelines for construction of accessory structures in the rear yards of the single family residences in this development. The guidelines shall specify coverage, height, and setback requirements for construction in the rear yard areas. The guidelines shall be included as part of the project CC&Rs and a copy shall be provided to all home buyers and to the Town. The guidelines shall be submitted for review and approval by the Town prior to recordation of the final map. PAGE 12 OF RESOLUTION NO. 81-2008 7. The applicant shall modify the site plan related to the community pool area and surrounding lot layout, and the retaining walls between units 58- 68 and 72-83 consistent with the Staff Study labeled Attachment G4 attached to the staff report prepared for this project. The final design shall be submitted for review and verification by the Town's Planning Commission within 60 days of approval. 8. A maintenance easement in favor of the project's homeowners association shall be recorded over the wetland mitigation area within parcel S. 9. A deed notification shall be recorded to run with the deed of Lot 87 stating that no future subdivision of this lot will be allowed. 10. In conjunction with the future development of the Equestrian Facility and construction of an access roadway, the East Bay Regional Park District may be allowed to relocate the staging areal parking lot, to a higher location on the site. Development of a new staging areal parking lot shall be subject to review by the Town under a separate Development Plan application. This improvement is pre-approved to be allowed within the scenic easement area. Appropriate easements over the road allowing public vehicular access shall be dedicated to the Town. If shared use of the roadway occurs, the East Bay Regional Park District and the owner of Parcel S shall enter into an equitable shared roadway and drainage maintenance agreement. C. LANDSCAPING * * * 1. Final landscape and irrigation plans shall be submitted for review and approval by the Design Review Board. The plan shall include common names of all plant materials and shall indicate the size that various plant materials will achieve within a five-year period of time. 2. All plant material shall be served by an automatic underground irrigation system and maintained in a healthy growing condition. Irrigation shall comply with Town of Danville Landscape Ordinance #91-14 and landscape guidelines and shall be designed to avoid runoff and overspray. Proposed common maintenance lawn areas within the project shall not exceed a maximum of 25 percent of proposed common landscaped areas. All trees shall be a minimum of 15-gallon container size. All trees shall be properly staked. All remaining shrubs used in the project, which are not used as ground cover, shall be a minimum of five gallons in size. PAGE 13 OF RESOLUTION NO. 81-2008 3. * * * * 4. A minimum of 25% of the true shrubs planted in the project shall be 10 or IS-gallon container size shrubs. All landscaped areas not covered by shrubs and trees shall be planted with live ground cover or covered with mulch. All proposed ground cover shall be placed so that it fills in within two years. All existing trees on the site shall be preserved to the extent practical. Removal will be allowed only upon prior written approval from the Planning Division. . 5. 6. If site construction activity occurs in the direct vicinity of the on-site and off-site protected trees, a security deposit in the amount of the assessed value of the tree(s) (calculated pursuant to the Town's Tree Protection Ordinance) shall be posted with the Town prior to the issuance of a grading permit or building permit to maximize the probability that the affected trees will be retained in good health. The applicant shall be required to secure an appraisal of the condition and value of all affected trees. The appraisal shall be done in accordance with the current edition of the "Guide for Establishing Values of Trees and Other Plants," by the Council of Tree and Landscape Appraisers under the auspices of the International Society of Arboriculture. The appraisal shall be performed by a Certified Arborist, and shall be subject to review and approval by the Chief of Planning. A tree preservation agreement shall be prepared that outlines the intended and allowed use of funds posted as a tree preservation security deposit. That portion of the security deposit still held by the Town two full growing seasons after project completion shall be returned upon verification that the trees covered by the deposit are as healthy as can be provided for under the terms of the tree preservation agreement. 7. A minimum of two street trees per lot (three for corner lots) shall be incorporated into the final landscape and irrigation plan for the project. 8. The applicant shall work with the adjacent neighbors to the north of the detention basin regarding the number, type, and location of shrubs and trees desired to help screen the detention basin. Prior to recordation of the final map or issuance of grading permits, the applicant shall submit documentation regarding the preference of the neighbors, and the desired landscape design shall be reflected on the final landscape plans. PAGE 14 OF RESOLUTION NO. 81-2008 9. The applicant shall be responsible for the installation of landscaping and irrigation systems in all San Ramon Valley Boulevard raised medians wider than four feet. Landscape and irrigation design shall be designed to Town public standards, shall be subject to review and approval by the Town prior to recordation of the final map, and will be maintained by the Town. 10. Prior to the recordation of the final map, the applicant shall retain a qualified arborist to evaluate the large oak tree behind APN: 203-230-011. If the tree is found to be a threat to life or property, the applicant shall implement all mitigation measures the arborist may recommend, subject to review and approval by the Town. 11. The project sound attenuating fence, along the project frontage, shall not be wood, be constructed with a more durable material which simulates the character of a wood fence. Final design shall be subject to review' and approval by the Design Review Board prior to issuance of building permits. D. ARCHITECTURE * * * * 1. All ducts, meters, air conditioning and/ or any other mechanical equipment whether on the structure or on the ground shall be effectively screened from view with landscaping or materials architecturally compatible with the main structures. 2. The street numbers for each building in the project shall be posted so as to be easily seen from the street at all times, day and night by emergency service personnel. 3. Samples of final materials and the proposed color palette shall be submitted for review and approval by the Design Review Board prior to the issuance of building permits for the project. 4. Final architectural elevations, details and revisions shall be submitted for review and approval by the Design Review Board prior to issuance of building permits for the project. Six full size sets of construction drawings for the project shall be submitted to the Planning Division for design review concurrent or prior to, the applicant initiating the Building Division plan check process. PAGE 15 OF RESOLUTION NO. 81-2008 * 5. If signing for the development is desired, a Sign Review program shall be submitted to the Design Review Board for consideration under a separate application. 6. Future development of the equestrian facility shall be subject to review and approval by the Planning Commission under a separate Development Plan application. The Development Plan shall include the design of the building(s), which shall strive to minimize visibility, the design of the access roadway, and the design of stormwater quality features pursuant to Contra Costa County Clean Water Program requirements. 7. The pool house structure shall be modified to wrap the column and trellis treatment around the side elevations. In addition, three windows shall be added to the rear elevation of the structure for added visual detail. These modifications are subject to final Design Review Board review prior to issuance of building permits. 8. The siding material shall be wrapped to the side elevations of Unit 1. This modification is subject to final Design Review Board review and approval prior to issuance of building permits. 9. All fences shall be constructed of a solid design. Fences shall be constructed of pressure treated Douglas Fir (or equivalent), shall include minimum 2" x8" kickboards, solid 2" x4" top and bottom rails, and 2" x2" nail strips at the top and bottom of the fence boards. The location, size, and design of the fences to be constructed in the project, with special focus on the fences in the rear of Lots 58-68, shall be subject to review and approval by the Town and the Design Review Board. E. BIOLOGICAL RESOURSES 1. The project sponsor shall create wetland areas that are at least twice the size of any wetlands affected by the proposed project. This includes the 510-square-foot area of the seep that may be halfway within the 12-acre development area and the 1,000-square-foot affected wetland area at the southeastern corner of the project site. For example, if impacts are to 510 square feet of seep, the mitigation wetland would be at least 1,020 square feet. 2. The project sponsor shall avoid impacts to the other seeps on the project site. The seeps shall be protected from impacts during construction by the use of best management practices (BMPs) to prevent silt from entering the seeps. Such best management practices include appropriate use of straw, hay bales, silt fence, and buffers between construction and the seep. PAGE 16 OF RESOLUTION NO. 81-2008 3. If impacts to any of the seeps and/or the seasonal wetlands are unavoidable, the project sponsor shall obtain the appropriate permits authorizing the fill from the Corps and from the RWQCB. The project sponsor shall compensate for the loss of waters of the u.s. and waters of the state at a minimum ratio of 2:1 (created:affected). A conservation easement shall be placed on the mitigation site to preserve the site in perpetuity as natural open space. A long-term management plan shall be developed for the wetland mitigation area. Figure 5.4-2 (ConservationjProtective Easement Area) shows the location of the protective easement. 4. If impacts to wetlands cannot be avoided, a wetland mitigation replacement plan shall be developed and shall include, at a minimum, a discussion of (1) the plant species composition and hydrology of the wetland that would be affected and the proposed plant species composition and hydrology of the mitigation wetland; (2) the performance standards by which success will be evaluated; (3) monitoring procedures; (4) contingency plan; (5) annual reports; and (6) rationale for expected success. The mitigation plan shall be approved by the Town, the Corps, and the RWQCB prior to approval of the grading plan. The mitigation wetland shall be monitored for five years after installation. 5. A performance bond, letter of credit, or other financial instrument shall be established to guarantee any remedial work that might need to occur if the implementation of the wetland mitigation fails. 6. The project sponsor shall obtain appropriate permits from the Corps and the RWQCB and a Streambed Alteration Agreement from the CDFG for the fill of approximately 285 feet of the ephemeral Stream I and ten feet of Stream IV. Similarly, if impacts occur to tributary Streams II and III, permits and a Streambed Alteration Agreement for these streams shall be obtained from the agencies. This would entail creating a wetland approximately 1,770 square feet in size - twice the size of the impacts in the mitigation area to compensate for loss of jurisdictional area. 7. The disturbance to the watercourses and their vegetation shall be minimized to the extent possible. Best Management Practices (BMPs) shall be utilized to prevent erosion of the bank and sedimentation of the creek. These practices shall include use of straw and replanting with native species designed to prevent erosion and rehabilitate the habitat lost from the construction. PAGE 17 OF RESOLUTION NO. 81-2008 8. The project sponsor shall restore and enhance the remaining portion of Stream I, the ephemeral stream, which presently exhibits considerable erosion and slumping and is lined with non-native herbaceous plants. This reach shall be re-contoured and a comprehensive restoration. plan for the reach shall be developed by a qualified landscape architect, biologist, or other professional familiar with native plant and creek restoration. Plants native to the area, including trees (arroyo willow and blue elderberry), shall be planted at appropriate spacing. A maintenance and monitoring plan that includes weed removal shall also be developed to ensure that performance criteria are met. These enhancement activities will improve the wildlife habitat value, flood control function, and bank stability in this reach of the creek. 9. Stream II originates from seeps on the slope to the west and flows to Stream I. Stream II supports a dense coast live oak canopy cover. The channel and banks of this stream are littered with trash, metal debris, wood barrels, and other unsightly items. To partially mitigate impacts to Stream I, the project sponsor shall remove trash and debris from the channel and the banks of Stream II (outside of the proposed development area). Those items shall be removed that do not result in damage to trees or the bed and banks of Stream II. It is particularly important to remove those items from the bed of Stream II that are causing or exacerbating erosion. If necessary, heavy equipment may be used, but no damage to the existing trees shall occur. If damage to trees will occur, then the debris may be left in place. If the debris is a source of sediment, then the bank should be repaired to prevent sedimentation. 10. The channel is partly unvegetated, however, several stands of the non-native Himalayan blackberry occur along the channel on the project site proper. The Himalayan blackberry vines shall be removed from the segment of Stream IV that is present on the project site within the development area and replaced with native understory shrubs. Invasive, non-native species, including Himalayan blackberry, that occur in other portions of the watercourses (Streams I through IV) shall also be removed and replaced with native understory shrubs. 11. The unaffected portions of Stream I, Stream II, Stream III and Stream IV, including the woodland, shall be protected, with a protective easement. This protective easement shall be recorded prior to approving the grading plan. 12. The project sponsor shall preserve, in perpetuity, the remaining grassland within Assessor's Parcel Numbers 208-230-020 and 208-230-021, by placing a protective easement on the parcels, subject to approval by the CD FG and the Town. The protective easement would be offered for dedication to the Town. The intent of the protective easement would be to protect the remaining stands of PAGE 18 OF RESOLUTION NO. 81-2008 Congdon's tarplant and associated grassland from direct impacts after project buildout, consistent with Mitigation Measure BlOB. Refer to Figure 5.4-2 for the location of the protective easement. 13. Prior to issuance of a grading permit, a management plan shall be developed to ensure that habitat remains on the site for Congdon's tarplant. This management plan shall focus on grazing as the management tool to enhance habitat of Congdon's tarplant, reduce thatch, and maintain the ability of the grasslands to support Congdon's tarplant. The management plan shall have a monitoring component which would entail monitoring the protective easement and conservation easement for the mitigation area for at least five years to determine whether the management is resulting in maintaining or enhancing the habitat of Congdon's tarplant. The grassland is currently very dense and with the absence of grazing, the grass might out-compete Congdon's tarplant. Grazing will also lessen the invasion of the grassland by oak woodland and the subsequent shading of Congdon's tarplant by oak trees. Mitigation Measure BI012 in conjunction with developing a management plan for the protective easement and conservation easement for the mitigation area would mitigate the impacts to Congdon's tarplant within the 12-acre development area, the area beside the access road to the equestrian facility, and area within the horse pastures. 14. The project sponsor shall restore, to its original topographic and vegetative condition, any California red-legged frog habitat, located outside of the development area that is disturbed during project construction to its pre-existing condition or better. 15. A USFWS approved biologist shall conduct pre-construction surveys to determine if California red-legged frogs are present in the construction area within two days of initiating any construction activities. Should any adult red- legged frogs or their eggs or tadpoles be found in the construction area, the project sponsor shall contact the USFWS to determine if moving them is appropriate. California red-legged frogs cannot be moved without USFWS approval and then only by a biologist approved by the USFWS. 16. The project sponsor shall offer for dedication the approximately 232-acre area of the upper portion of the project site to the EBRPD as indicated in the project description. 17. The project sponsor shall ensure that barriers to snake movement are not erected outside of the development area on the site. Potential barriers include vertical curbs and V-ditches that are too steep to allow escape. PAGE 19 OF RESOLUTION NO. 81-2008 18. If construction activities begin during the breeding season (February through July), a qualified biologist familiar with loggerhead shrike, California horned larks, white-tailed kite, sharp-shinned hawk, Cooper's hawk, golden eagle, burrowing owl, and other rap tors shall be engaged by the project sponsor to survey the site prior to the initiation of any ground disturbing activities. If loggerhead shrikes or any raptors are found nesting, the construction contractor shall avoid the nest area, be it in a tree or on the ground, during the nesting season and establish a non-disturbance buffer. A temporary fence shall be placed around the nest site to delineate the limits of the non-disturbance buffer. The width of the buffer shall be determined by the monitoring biologist and shall depend on the circumstances at the nest. Nest trees shall be removed only after the young have fledged and are no longer returning to the nest area. Standard buffers for raptors that are recommended by CD FG are 300 feet; but the width of the buffer (either greater than or less than 300 feet) would depend on the circumstances surrounding the nest and would be established by the monitoring biologist. Replacement habitat for burrowing owl should be 9.75 acres of grassland per nesting pair or single bird according to the mitigation ratio established by the California Burrowing Owl Consortium (1993). Mitigation measures BI012 and BI016 should be sufficient to mitigate any impacts to burro'wing owl. 19. A qualified biologist familiar with bat biology shall be engaged by the project sponsor to survey the barns and other ranch-related buildings prior to the initiation of any construction activities to determine if any bats are roosting in these structures. If bats are found roosting in these structures, the type of roost (maternity, night or day) shall be determined by the biologist and the construction contractor shall avoid the building(s) and establish a non- disturbance buffer. A temporary fence shall be placed around the building(s) to delineate the limits of the non-disturbance buffer. Fencing shall be placed at a minimum distance of 100 feet from the outer wall of the structure(s) or as recommended by the CDFG. Entrances to day roosts, night roosts and maternity roosts, after fledging, shall be . blocked to allow bats to leave but not return. Building demolition shall only begin when roost locations are determined to be unoccupied by the bat biologist. Once demolition is initiated, it shall be completed within one or two days for each structure to prevent bats from injury should they return to roost. F. P ARKlNG * 1. All parking spaces shall be striped and provided with wheel stops unless they are fronted by concrete curbs, in which case sufficient areas shall be provided beyond the ends of all parking spaces to accommodate the overhang of automobiles. PAGE 20 OF RESOLUTION NO. 81-2008 * 2. Regulatory signagej curb painting for the non-parking side of the interior loop roadway shall be provided, if deemed necessary, to the satisfaction of the San Ramon Valley Fire Protection District and the City Engineer. G. GRADING * * * 1. Any grading on adjacent properties will require prior written approval of those property owners affected. 2. Prior to the start of grading or construction activities, whichever occurs first, a sign stating the allowed days and hours for construction shall be posted in a noticeable location on the project site 'where it can be viewed by all contractors. The sign shall be no smaller than two square feet nor larger than four square feet with lettering between three inches and five inches in height. At least one week prior to commencement of grading, the applicant shall mail to the owners of property 'within 300 feet of the exterior boundary of the project site, to the homeowner associations of nearby residential projects and to the Town of Danville Development Services Department, a notice that construction work will commence. The notice shall include a list of contact persons with name, title, phone number and area of responsibility. The person responsible for maintaining the list shall be included. The list shall be kept current at all times and shall consist of persons with authority to initiate corrective action in their area of responsibility. The names of individuals responsible for dust, noise and litter control shall be expressly identified in the notice. 3. Development shall be completed in compliance with a detailed soils report and the construction grading plans prepared for this project. The engineering recommendations outlined in the project specific soils report shall be incorporated into the design of this project. The report shall include specific recommendations for foundation design of the proposed buildings and shall be subject to review and approval by the Town's Engineering and Planning Divisions. 4. Where soils or geologic conditions encountered in grading operations are different from that anticipated in the soil report, a revised soils report shall be submitted for review and approval by the City Engineer. It shall be accompanied by an engineering and geological opinion as to the safety of the site from settlement and seismic activity. 5. Prior to Final Map approval or issuance of a grading permit, the project sponsor shall submit a grading plan to the Development Services Department for revie'w PAGE 21 OF RESOLUTION NO. 81-2008 and approval. The plan shall demonstrate that the project 'would implement all recommendations of the geotechnical engineer, BGC Geotechnical Consultants, Inc., as contained in the Design-Level Geotechnical Investigation, Elworthy West Property, San Ramon Valley Boulevard, Danville, California (September 20, 2004) for the project site. BGC recommends the following setbacks from the toe of the older landslide deposits: a. A minimum 30-foot setback from the toes of landslides A and B shall be provided for roads, parking, landscaping and utilities. b. A minimum 60-foot setback shall be provided from the toes of landslides A and B for houses and habitable structures. 6. Prior to issuance of a building permit, the project sponsor shall submit plans to the Development Services Department for review and approval. The plans shall demonstrate that the foundation design for the proposed structures have included all recommendations of the geotechnical engineer, BGC Geotechnical Consultants, Inc., as contained in the Design-Level Geotechnical Investigation, Elworthy West Property San Ramon Valley Boulevard Danville, California (September 20, 2004). To alleviate potential adverse impacts from expansive soils, special measures shall be performed prior and during construction of the proposed structures. These special measures shall include the following: a. Conditioning the expansive soils to higher moisture content during site preparation and grading. b. Supporting the houses on structural slab foundations designed to withstand potential movements of expansive soils. c. Presoaking the near-surface expansive soils prior to concrete placement for the slab foundations. d. Conditioning the expansive subgrade soils in exterior concrete flatwork area to higher moisture content prior to the placement of baserock or concrete (if the flatwork is supported directly on the subgrade). e. Providing surface drainage away from the house foundations and draining the rainwater collected on the roof through pipes connecting to the adjacent storm drains. PAGE 22 OF RESOLUTION NO. 81-2008 7. Prior to issuance of a grading permit, the project sponsor shall prepare and submit a detailed erosion control plan (ECP) and narrative to the Development Services Department for review and approval. The purpose of the ECP shall be to mitigate erosion and sedimentation impacts during construction. At a minimum, the ECP and written narrative shall include the following: a. A proposed schedule of grading activities, monitoring, and infrastructure milestones in chronological order. b. Identification of critical areas of high erodibility potential and/or unstable slopes. c. Contour and spot elevations indicating runoff patterns before and after grading. d. Identification of erosion control measures on slopes, lots and streets. Measures shall be based on recommendations contained in the "Erosion and Sediment Control Field Manual" published by the San Francisco Regional Water Quality Control Board. e. Soil stabilization techniques such as short-term biodegradable erosion control blankets and hydroseeding should be utilized. f Post-construction inspection of all drainage facilities for accumulated sediment and the cleaning of these structures of debris and sediment. 8. Hydroseeding for erosion control shall utilize the following performance standards: a. Hydroseeding on the regraded slopes shall include only native species. b. Hydroseeding shall take place in a time period that 'will ensure germination, or as directed by the Development Services Department. c. As directed by weather and field conditions at the time of hydroseeding, the Development Services Department may require the installation of erosion control blankets or matting to secure hydroseeding. 9. Prior to issuance of grading or building permits, whichever comes first, the project sponsor shall comply with NPDES General Construction Activities Stormwater Permit Requirements established by the CWA including preparation of a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP shall identify specific types and sources of stormwater pollutants, determine the location and nature of potential impacts, and specify appropriate control measures to eliminate any potentially significant impacts to receiving water quality from stormwater runoff. In addition to complying with the standards established by the CWA for preparation of a SWPPP, the SWPPP shall also comply with the directions for preparing a SWPPP contained in the latest edition of the Guidelines for Construction Projects published by the California Regional Water Quality Control Board San Francisco Region. PAGE 23 OF RESOLUTION NO. 81-2008 * 10. All new development shall be consistent with modern design for resistance to seismic forces. All new development shall be in accordance with the Uniform Building Code and Town of Danville Ordinances. All cut and fill areas shall be appropriately designed to minimize the effects of ground shaking and settlement. Stockpiles of debris, soil, sand or other materials that can be blown by the wind shall be covered. * 11. * 12. 13. The material located beneath and surrounding soil sample Comp-5 shall be excavated and disposed at a Class 1 Hazardous Waste Landfill. Confirmation soil samples shall be collected from beneath and around the excavation limits and analyzed for total lead content. Should elevated lead concentrations be found, then additional soil shall be excavated and disposed at a Class 1 Hazardous Waste Landfill and another suite of confirmation soil samples shall be collected and analyzed for total lead until lead concentrations meet regulatory standards. 14. Soil samples shall be collected from the trash dump-site and debris pile -immediately west of the Sunset Color Nursery and the parking lot (south of nursery) and analyzed. The trash dump-site shall be removed and, based on the results sample analyses, disposed of in accordance with regulatory requirements. 15. A magnetometer survey shall be performed at the location of the former underground storage tank (UST) to confirm whether this UST was removed from the site. If the presence of a UST is confirmed, it shall be removed and, depending upon site conditions and regulatory requirements, groundwater samples shall be collected and analyzed in accordance with regulatory requirements. If results of the magnetometer survey indicate that the UST was removed from the site, in accordan"ce with applicable regulatory requirements, borings shall be advanced to groundwater in the immediate vicinity of the removed UST, and samples collected and analyzed. 16. The trash dump-sites shall be removed and disposed of in accordance with applicable regulatory requirements, if laboratory analytical results indicate the trash dump-sites contain hazardous wastes or hazardous substances. However, if soil samples indicate that the trash dump-sites are non-hazardous, the trash dump-sites may be left in place to protect existing soils and vegetation. 17. Construction personnel shall be trained to recognize indications of USTs, buried debris and other potential adverse environmental conditions, which may be discovered on the property. If such conditions are encountered, they shall be PAGE 24 OF RESOLUTION NO. 81-2008 appropriately investigated and remedied in accordance with applicable regulatory requirements. 18. The project sponsor shall notify the grading contractor of the remote potential for explosives to be found in the northern portion of site during project construction. Should any explosive materials be found on-site during construction activities, the grading contractor shall dispose of the hazardous materials per applicable la'ws and regulations. 19. Prior to grading permit approval, the project sponsor shall submit an Open Space Management Plan to the San Ramon Valley Fire Protection District and the Town of Danville for review and approval. The Open Space Management Plan shall incorporate measures to assure access to open space for fire protection personnel and for fuel modification and maintenance in perpetuity. 20. Concurrent with the submittal of the final grading plans, the applicant shall submit a plan detailing all retaining walls greater than three feet in height in the project. Details shall include wall height, design, construction materials, and method of provision for drainage behind the walls. The plans shall also depict which retaining walls will be maintained by the homeowners association. Final wall design shall be subject to approval by the Planning Division prior to issuance of grading permits. H. STREETS * 1. The applicant shall obtain an encroachment permit from the Engineering Division prior to commencing any construction activities within any public right-of-way or easement. * 2. Street signing shall be installed by the applicant as may be required by the City Engineer. Traffic signs and parking restriction signs, which may be required to be installed, shall be subject to review and approval by the Transportation Division and the Police Department. * 3. All mud or dirt carried off the construction site onto adjacent streets shall be swept each day. Water flushing of site debris or sediment or concrete washing is expressly prohibited. PAGE 25 OF RESOLUTION NO. 81-2008 * * * * * 4. Any damage to street improvements now existing or done during construction on or adjacent to the subject property shall be repaired to the satisfaction of the City Engineer, at full expense to the applicant. This shall include slurry seal, overlay or street reconstruction if deemed warranted by the City Engineer. 5. All improvements within the public right-of-way, including curb, gutter, sidewalks, driveways, paving and utilities, shall be constructed in accordance with approved standards and/ or plans and shall comply with the standard plans and specifications of the Development Services . Department and Chapters XII and XXXI of the Town Municipal Code. At the time project improvement plans are submitted, the applicant shall supply to the City Engineer an up-to-date title report for the subject property . 6. Handicapped ramps shall be provided and located as required by the City Engineer. 7. Public streets shall be improved to the standards in #G.5. above. Private streets shall be improved to public street structural standards. Private street improvements, and their dimensions, shall be as shown on the project plans identified in # A.l. above and shall conform to Standard Plan 104 a & b. 8. The project shall be required to stripe curbs and install any necessary parking or circulation signage, as determined by the Transportation Division. 9. The signal cycle length shall be extended and the timing optimized at the San Ramon Valley Boulevard/Sycamore Valley Road intersection. A cycle of 120 seconds in the AM peak hour and 135 seconds in the PM peak hour, with additional time given to the southbound left-turn and southbound through movements (and less time to the northbound left turn movement). In addition, the eastbound approach to the intersection shall be widened and .re-striped to include one exclusive left-turn lane, one exclusive through lane, and one shared through-right lane. These improvements would reduce the average control delay to 42 secondsjLOS D (Near Term Plus Project AM Peak Hour) and 55 secondsjLOS D (Near Term Plus Project PM Peak Hour). 10. Implement Mitigation Measure TRA1, and in addition, re-optimize the signal cycle length to 140 seconds for the PM peak hour. PAGE 26 OF RESOLUTION NO. 81-2008 11. The project site plan should incorporate the following elements; subject to the Town engineering and planning staffs' review and concurrence: Primary Access RoadjIntersection - This roadway shall be striped with one 14- foot inbound lane and two ll-foot outbound lanes (a right-turn lane and a left- turn lane), with edge striping one foot from each curb. The outbound lanes shall extend back at least 100 feet from the stop bar, providing storage for up to four turning vehicles (or a vehicle with a horse trailer) in each lane. The project access intersection will be controlled 'with a signal, and will include a pavement width to accommodate two northbound and southbound through lanes (striped to provide one lane of traffic in each direction on an interim basis), and a northbound left-turn pocket lane. This lane shall be at least 150 feet long, to store up to six vehicles, or a fe'lo vehicles plus a vehicle with a horse trailer. The intersection should have a crosswalk along the west (project driveway) leg, serving pedestrians walking north-south along San Ramon Valley Boulevard. The west-side sidewalk along the project frontage should be constructed at an eight-foot width, and signed "OK for bicycles" so that younger bicyclists have a safe and convenient way to access the project site from the south. This is allowed by the Caltrans Highway Design Manual and the AASHTO Guide for the Development of Bicycle Facilities. The signage should also be provided along the existing sidewalk section south of the project, to Greenbrook Drive, and the gap between the project frontage and the sidewalk to the south should be maintained to provide a minimum of six feet of clear space to accommodate younger bicyclists. Cul-de-sacs - Parking shall be prohibited on the entryway to each hammerhead, to allow two vehicles to pass easily. Apartments Access Roadway - The section of this roadway that has perpendicular parking spaces shall be widened to meet Town requirements (28 feet central aisle), and the parking spaces shall also be sized to meet Town requirements (19 feet by 9 feet). These standards are subject to Town staff discretion, if drainage, retaining, or other physical issues are involved. Roadway Grades - The final design for the project roadways shall ensure that the maximum grade remains 15 percent or lower within the residential area. PAGE 27 OF RESOLUTION NO. 81-2008 Traffic Calming Treatments - The three primary internal intersections, all located along the straight north-south roadway, shall be designed to include: (1) a special textured pavement or paving stones; and (2) a raised "speed table" design, if the design can be determined to adequately accommodate vehicles with horse trailers. A typical speed table would be designed with approximately six-foot-Iong ramps to transition from street grade up to the table, about three inches higher than the roadway. In addition, two speed lumps - speed humps with cut-outs for wider wheel-based vehicles such as horse trailers and emergency vehicles -- should be provided along the curved project roadway, each located approximately half way between the trailhead access road and the curves in the roadway to the north and south of the trailhead access road. STOP Signs - STOP signs shall, be provided at the foll07.oing locations: . At the downhill approaches to the two intersections that are formed by the north-south road'way and the curved roadway serving the westernmost homes. . On all three approaches to the internal intersection just west of the San Ramon Valley Boulevard intersection. 12. The widening of San Ramon Valley Boulevard shall include continuous bicycle lanes on the east and west sides of the roadway, connecting to existing lanes to the north and south of the widening project, and shall include an eight-foot sidewalk on the west side of the roadway. Refer to Mitigation Measure TRA-3 for more detail on the sidewalk design. 13. When the project is fully occupied, the Town shall request that the Central Contra Costa Transit Authority, which operates the County Connection, consider modifying Route 121 to include a stop closer to the project site, to serve not only project residents but also other residents and businesses on San Ramon Valley Boulevard between Sycamore Valley Road and Greenbrook Drive. 14. A public access easement shall be recorded over the project's private interior roadways allowing public access only to the East Bay Regional Park District's staging areal parking lot. The easement shall not allow public parking or other public use of the roadways. Unless desired by the East Bay Regional Park District to control access during nighttime hours only, access to the staging area shall not be gated and shall allow for unrestricted public vehicular and pedestrian access. PAGE 28 OF RESOLUTION NO. 81-2008 15. Improvements on Elworthy property frontage abutting Parcels N, 0 and s: San Ramon Valley Boulevard shall be improved to Town standards and shall be paved to accommodate four travel lanes, center left turn pockets, medians, and/ or center left turn lanes, bicycle lanes, curb, gutter, sidewalk buffer, sidewalk, storm water swale, and landscaping. For an interim period, depending on the amount of right-of-way acquired along the Curtis property frontage, the roadway may be striped to provide for two travel lanes in lieu of four. The right-of-way shall be dedicated to its ultimate with, which varies from 81 to 96 feet, as shown on the tentative map. 16. Improvements on East Bay Municipal Utility District property frontage (APN 208-230~018): The proposed San Ramon Valley Boulevard improvements shall be paved to accommodate four travel lanes, center turn lane, bicycle lanes, curb, gutter, and sidewalk. Additional right-of-way is needed at the EBMUD pumping plant. As determined by the width of right-of-way obtained by the Town, the pavement width may be reduced to accommodate two travel lanes and the center turn lane may be reduced to a painted median with one left turn break. Standard transitions shall be used for traffic lane offsets. The improvements along the EBMUD pumping plant are required to be constructed by the project. The cost of the improvements may be used to offset transportation impact fees, assuming the applicant supplies for Town review appropriate documentation to justify the costs. 17. Improvements on Curtis property frontage (APN 208-230-006): The proposed San Ramon Valley Boulevard improvements along the Curtis property frontage shall be paved to accommodate four travel lanes, center turn lane, bicycle lanes, curb, gutter, and sidewalk. Additional right-of-way is needed at the Curtis property (APN 208-230-006). As determined by the width of right-of-way obtained by the Town, the width of the pavement may be reduced to accommodate two travel lanes and the center turn lane may be reduced to a striped median. Standard transitions shall be used for traffic lane offsets. PAGE 29 OF RESOLUTION NO. 81-2008 Based on the acquisition of the right-of-way, the center turn lane may be reduced to a four-foot striped median along the Curtis and Bengston property with breaks for left turns into the Curtis property. The reduction in width shall be addressed with two six-foot offset transitions. The northerly six-foot transition for southbound traffic to reduce the center turn lane to a four-foot striped median shall finish at the northern property line of the Curtis property. The southerly six-foot transition to widen the four-foot median to a ten-foot turn lane shall finish at or before the Bengston driveway, providing a full left-turn lane for the northbound left-turn traffic at Bengston. The improvements along the Curtis property are required to be constructed by the project. The cost of the improvements may be used to offset transportation impact fees, assuming the applicant supplies for Town review appropriate documentation to justify the costs. 18. Improvements on Elworthy property frontage between Bengston (APN 208-230-011) and Curtis (APN 208-230-006): For the section of Elworthy property frontage between Bengston and Curtis, improvement to San Ramon Valley Boulevard shall be paved to accommodate four travel lanes, center left turn pocket or center left turn lane, bicycle lanes, curb, gutter, sidewalk, and landscaping. However, frontage improvements may be constructed as required by the improvements constructed along Curtis and Bengston, leading to a reduced width section. As a result, the portion of the full improvements not constructed may be deferred with a cash bond. The cash bond may be allocated to offsite frontage improvements as directed by the City Engineer. 19. Improvements on Bengston property frontage (APN 208-230-011): The proposed San Ramon Valley Boulevard improvements along the Bengston property frontage shall be paved to accommodate four travel lanes, center turn lane, bicycle lanes, curb, gutter, and sidewalk. Should insufficient right-of-way be acquired along the Curtis property frontage, San Ramon Valley Boulevard improvements along the Bengston frontage may be reduced in width and shall include at a minimum, two travel lanes, center turn lane, bicycle lanes, curb, gutter, and sidewalk. The driveway access to the Bengston property shall have a left-turn pocket for northbound traffic and a center merge lane for left-turn driveway traffic. PAGE 30 OF RESOLUTION NO. 81-2008 The improvements along the Bengston property are required to be constructed by the project. The cost of the improvements may be used to offset transportation impact fees, assuming the applicant supplies for Town review appropriate documentation to justify the costs. 20. If the applicant intends to allow the East Bay Municipal Utility District (EBMUD) to access their abutting San Ramon pumping plant property by utilizing either the internal road network or the proposed emergency vehicle access (EV A) road, then said road network and/ or EV A shall be improved to a standard that supports the expected vehicle and/ or equipment loads. According to EBMUD's letter dated 1/14/08, the EVA road must be paved and able to support a 108,000 pound load (50-ton crane), and EBMUD must have the ability to remove -any access bollards. 21. Access by the Town's Maintenance staff to the storm drain culvert behind the existing homes on Wembly Drive shall be provided through the proposed project via the internal road network for maintenance purposes. Therefore, a maintenance easement shall be dedicated to the Town of Danville. The access shall accommodate equipment such as a standard back-hoe and dump truck. 22. The applicant must reduce peak storm flows to avoid making improvements to the downstream storm drain system and to reduce potential flooding at Wembly Drive. The proposed storm drain system and detention basin shall be designed such that peak flows from storm water leaving the site are not increased as compared to pre-project conditions. 23. Lots 52 shall be reconfigured to allow maintenance access to the adjacent unimproved creek. Said access shall allow for a typical back-hoe and dump truck to traverse the top-of-bank area of the creek. 24. The hydrodynamic separator shown on Lot 53 is subject to review according to the Contra Costa Clean Water Program and shall be provided only if no other Program-approved storm water treatment features are viable. Use of hydrodynamic separators is generally discouraged by the Program. If another approved treatment feature is viable, then said alternate treatment shall be used. 25. Because the various landslides within Parcel S and Lot 87 will not be repaired as part of the project, the applicant shall form a Geologic Hazard PAGE 31 OF RESOLUTION NO. 81-2008 Abatement District according to Division 17 of the Public Resources Code, Sections 26500-26654, to provide a funding mechanism to address potential hillside hazards and/ or future maintenance. 26. The stormwater retention basin shall be fenced and gated for safety in a manner consistent with California Building Code 93118B and Danville Municipal Code 931-32.3. 27. Abutter's rights shall be relinquished along the eastern boundary of Parcels Nand 0, except where emergency vehicle access is required by the Fire Department, to restrict direct access to San Ramon Valley Boulevard. 28. Street lighting is required for the subdivision pursuant to 931-16 of the Danville Municipal Code. 29. The access point from the project interior road to the access drive to the East Bay Regional Park District staging area, and ultimately up to a future equestrian facility, shall be modified to provide for a wider turning radius for vehicles turning onto this road. The wider turning radius shall be designed. to accommodate future horse trailer/truck combination turning movements. In addition, because the intersection is at a blind curve in the roadway, decorative pavement in this area shall be provided to better define this intersection and to address possible traffic safety issues with conflicts between on-coming vehicles and truck (with trailers) using the opposing lane to maneuver. The design of this area shall be subject to review and approval by the Town's Transportation Department. 30. As part of the final improvement plans and associated final hydrologic study, the applicant shall review the drainage swale that drains towards APN: 208-230-011. If it is found that development of the project will increase runoff through this swale, the applicant shall be responsible for mitigating this impact in the area of the existing storm drain improvements. The applicant/ owner shall also negotiate in good faith with the owner of APN: 208-230-011 to establish a maintenance agreement related to the drainage improvements installed on applicant's property by the owner of APN: 208-230-011. I. INFRASTRUCTURE * 1. Domestic water supply shall be from an existing public water system. Water supply service shall be from the East Bay Municipal Utility District water system in accordance with the requirements of the District. PAGE 32 OF RESOLUTION NO. 81-2008 * * * * * * * * 2. All wastewater shall be disposed into an existing sewer system. Sewer disposal service shall be from the Central Contra Costa Sanitary District sewer system in accordance with the requirements of the District. 3. Drainage facilities and easements shall be provided to the satisfaction of the City Engineer and! or the Chief Engineer of the Contra Costa County Flood Control & Water Conservation District. 4. All required improvements to area creeks for drainage purposes shall meet the requirements of existing Town of Danville, Contra Costa County Flood Control & Water Conservation District, the Department of Fish & Game, the Department of u.s. Fish and Wildlife, California Regional Water Quality Control Board and the United States Army Corps of Engineers codes and policies. All runoff from impervious surfaces shall be intercepted at the project boundary and shall be collected and conducted via an approved drainage method through the project to an approved storm drainage facility, as determined by the City Engineer. Development which proposes to contribute additional water to existing drainage systems shall be required to complete a hydraulic study and make improvements to the system as required to handle the expected ultimate peak water flow and to stabilize erosive banks that could be impacted by additional storm water flow. 5. 6. Roof drainage from structures shall be collected via a closed pipe and conveyed to an approved storm drainage facility in the street curb. No concentrated drainage shall be permitted to surface flow across sidewalks. 7. Any portion of the drainage system that conveys runoff from public streets shall be installed within a dedicated drainage easement or public street. 8. If a storm drain must cross a lot, or be in an easement between lots, the easement shall be equal to or at least double the depth of the storm drain. 9. The applicant shall furnish proof to the City Engineer of the acquisition of all necessary rights of entry, permits and! or easements for the construction of off-site temporary or permanent road and drainage improvements. PAGE 33 OF RESOLUTION NO. 81-2008 10. All new utilities required to serve the development shall be installed underground in accordance with the Town policies and existing ordinances. All utilities shall be located and provided within public utility easements, sited to meet utility company standards or in public streets. The existing utilities on the existing power poles along the San Ramon Valley Boulevard frontage of the site shall be undergrounded at the applicant's expense. * 11. All street, drainage or grading improvement plans shall be prepared by a licensed civil engineer. J. MISCELLANEOUS * 1. The project shall be constructed as approved. Minor modifications in the design, but not the use, may be approved by staff. Any other change will require Planning Commission approval through the Development Plan review process. 2. In recognition that the number of residential units and! or the layout of lots shown on Court B of the project may be impacted by negotiation between the developer and EBMUD to address the District's long term facility needs for their abutting pumping station, the unit count and! or lot layout for Court B is authorized for adjustment. Such adjustment to the approved project layout shall be considered a minor modification to the project and shall include preauthorization to shift one or more of the single family residential units shown on Court B to the multiple family portion of the project. In addition, preauthorization is granted to add one additional residential unit to the multiple family portion of the project to reflect the density bonus authorization to develop 97 residential units in the project. The addition of this one additional residential unit shall also be considered a minor modification to the project. 3. The project homeowners' association, through project-specific covenants, conditions and restrictions (CC&Rs), shall be responsible for maintenance of all on-site roads and parking areas, pedestrian ways, common landscape areas, common fencing, common retaining walls, the project recreation areas, common drainage facilities, including the bioswales and the detention basin, frontage landscape improvements along San Ramon Valley Boulevard, and any project installed off-site landscaping. In addition, the homowners association shall be responsible for retaining a qualified specialist to maintain the wetland mitigation area. Draft project CC&Rs shall be submitted to the Town of Danville for review and approval a minimum of 30 days prior to recordation of the final map. PAGE 34 OF RESOLUTION NO. 81-2008 * * * * * 10. 4. Use of a private gated entrance is expressly prohibited. 5. The location, design and number of gang mailbox structures serving the project shall be subject to review and approval by the Design Review Board and the local Postmaster. 6. As a part of the issuance of a demolition permit andj or building permit for the project, the developer shall submit a recycling plan for building and construction materials and the disposal of green waste generated from land clearing on the site. Prior to obtaining framing inspection approval for the project, the applicantj owner shall provide the Planning Division with written documentation (e.g. receipts or records) indicating that waste materials created from the demolition of existing buildings and the construction of new buildings werej are being recycled according to their recycling plan or in an equivalent manner. 7. The proposed project shall conform to the Town's Stormwater Management and Discharge Control Ordinance (Ord. No. 2004-06) and all applicable construction Best Management Practices (BMPs) for the site. For example, construction BMPs may include, but are not limited to: the storage and handling of construction materials, street cleaning, proper disposal of wastes and debris, painting, concrete operations, dewatering operations, pavement operations, vehiclej equipment cleaning, maintenance and fueling and stabilization of construction entrances. Training of contractors on BMPs for construction activities is a requirement of this permit. 8. Prior to issuance of grading or building permits, whichever occurs first, the project sponsor shall submit to the Development Services Department a copy of the Notice of Intent (NOI) and SWPPP sent to the State Water Resources Control Board. 9. Prior to issuance of grading or building permits for the proposed equestrian facility, which ever occurs first, the project sponsor shall submit a Stormwater Management Plan for the equestrian facility and associated parking lot that meets applicable C.3. Guidelines subject to review and approval of the Development Services Department. The project shall conform to the Regional Water Quality Control Board post-construction C.3 regulations which shall be designed and engineered to integrate into the project's overall site, architectural, landscaping and PAGE 35 OF RESOLUTION NO. 81-2008 improvement plans. These requirements are contained in the project's Stormwater Control Plan and are to be implemented as follows: Prior to issuance of permits for building, site improvements, or landscaping, the permit application shall be consistent with the applicant's approved Stormwater Control Plan and shall include drawings and specifications necessary to implement all measures in the approved plan. The permit application shall include a completed Construction Plan C.3 Checklist as described in the Town's Storrnwater C.3 Guidebook. As may be required by the City Engineer and the Chief of Planning, drawings submitted with the permit application (including structural, mechanical, architectural, grading, drainage, site, landscape, and other drawings) shall show the details and methods of construction for site design features, measures to limit directly connected impervious area, pervious pavements, self-retaining areas, treatment (Best Management Practices) BMPs, permanent source control BMPs, and other features that control stormwater flow and potential stormwater pollutants. Prior to building permit final and issuance of a Certificate of Occupancy, the applicant shall execute any agreements identified in the Stormwater Control Plan which pertain to the transfer of ownership and/ or long-term maintenance of stormwater treatment or hydrograph modification BMPs. Prior to building permit final and issuance of a Certificate of Occupancy, the applicant shall submit, for the Town's review and approval, a Stormwater BMP Operation and Maintenance Plan in accordance with the Town of Danville guidelines. Guidelines for the preparation of Stormwater BMP Operation and Maintenance Plans are in Appendix F of the Town's Storrnwater C.3 Guidebook. K. DENSITY BONUS RESTRICTIONS 1. Through this approval, the developer is granted a density bonus, with such density bonus reflective of the developer commitment to provide a specified number of units in the project as affordable units for a minimum term of thirty years. As provided for by the State Density Bonus regulations (Government Code Section 65915), the 73-unit baseline unit count for the subject property is authorized a 33% density bonus. The density bonus takes the maximum allowable unit count to 97 units, PAGE 36 OF RESOLUTION NO. 81-2008 providing for 24 more units than would be otherwise allowed given the property's underlying land use designation. The density bonus is provided in response to a developer commitment to establish and maintain seven of the single family attached units in the project as units affordable to very low income households. 2. The developer shall enter into a Density Bonus Housing Agreement acceptable to the Town of Danville. The Agreement shall contain the following information and shall be executed prior to issuance of building permits: a. The total number of units approved for the housing development, the number, location, and level of affordability of affordable units, and the number of density bonus units. b. Standards for determining affordable rent or affordable ownership cost for the affordable units. c. The location, unit size in square feet, and number of bedrooms of the affordable units. d. Provisions to ensure affordability of the affordable units for the term of the Agreement. e. A schedule for completion and occupancy of affordable units in relation to construction of market rate units. f. A description of any incentives, concessions, waivers, or reductions being provided by the Town. g. A description of remedies for breach of the Agreement. h. Provisions to allow the Town the option to identify tenants or qualified purchasers as third party beneficiaries under the agreement. 1. Procedures for qualifying tenants and prospective purchasers of affordable units. J. Provisions requiring any for-sale affordable units to be owner- occupied units occupied by qualifying households. k. Procedures for establishing affordable rent, filling vacancies, and maintaining affordable units for eligible tenants. 1. Where applicable, provisions requiring verification of incomes of PAGE 37 OF RESOLUTION NO. 81-2008 qualifying households as well as requirements for retention and disclosure of records to demonstrate compliance with the requirement. APPROVED by the Danville Town Council at a regular meeting on July 1, 2008, by the following vote: AYES: NOES: ABSTAINED: ABSENT: Andersen, Arnerich, Doyle, None None None APPROVED AS TO FORM: :,~13 ~} CITY ATTORNEY Shimansky, Stepper /1 / //, ~f-"--\ />--"/"'~'- / /' ~," // ~t'-'.' Y'-~ l I- '. / , CMfff#~ /( ... i~ ATTEST: . PAGE 38 OF RESOLUTION NO. 81-2008