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Ord 2193 - Amending the Town Code effecting a zone change from C-1, C-2, RC and RM:5-12 to C1:PD for property located at 110 and 208 East Main Street, 56, 56A, 104, and 108 Villa Avenue and 17 and 25 Fiesta WayORDINANCE 2193 ORDINANCE OF THE TOWN OF LOS GATOS AMENDING THE ZONING ORDINANCE EFFECTING A ZONE CHANGE FROM R-1:8 TO R-1:8:PD AT 15881 LINDA AVENUE AND A PORTION OF 15950 STEPHENIE LANE THE TOWN COUNCIL OF THE TOWN OF LOS GATOS DOES ORDAIN AS FOLLOWS: SECTION I The Town Code of the Town of Los Gatos is hereby amended to change the zoning at 15881 Linda Avenue (APN 523-25-052) and a portion of 15950 Stephenie Lane (APN 523-25-051) as shown on the map which is attached hereto marked Exhibit A and is part of this Ordinance from R-1:8 (Single Family Residential, 1 to 5 dwelling units per acre), to R-1:8:PD (Single Family Residential, 1 to 5 dwelling units per acre, Planned Development).. SECTION II The PD (Planned Development Overlay) zone established by this Ordinance authorizes the following construction and use of improvements: 1. Demolition of asingle-family residence and a nonperrnitted second dwelling unit; 2. Construction of seven single family residences; and 3. Landscaping, streets, parking, open space and other site improvements shown and required on the Official Development Plan. 4. Uses permitted are those specified in the underlying R-1 (Single Family Residential) zone by Sections 29.40.385 (Permitted Uses) and 29.20.185 (Conditional Uses) of the Zoning Ordinance, as those sections exist at the time of the adoption of this Ordinance, or as they may be amended in the future, subject to any restrictions or other requirements specified elsewhere in this ordinance including, but not limited to, the Official 1 Development Plan. However, no use listed in Section 29.20.185 is allowed unless specifically authorized by this Ordinance, or by Conditional Use Permit. SECTION III COMPLIANCE WITH OTHER DEVELOPMENT STANDARDS All provisions of the Town Code apply, except when the Official Development Plan specifically shows otherwise. SECTION V The attached Exhibit A (Map) and Exhibit B (Development Plans, 26 sheets), are part of the Official Development Plan. The following must be complied with before issuance of any grading, demolition or construction permits: TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: (Planning Division) 1. ARCHITECTURE AND SITE APPROVAL REQUIRED. The Official Development Plans and this ordinance establish the allowed uses and intensity of development. The Official Development Plans are conceptual in nature such that minor deviations may be approved through the Architecture and Site approval process if necessary to achieve architectural excellence. The Planning Commission shall be the deciding body of the Architecture and Site applications. 2. BMP. Prior to final occupancy of each unit, the applicant shall pay the Below Market Price (BMP) as established by Town Council Resolution. 3. HOUSE SIZE. The footprint, square footage and height of each house shall be consistent with the Development Plans as shown in Exhibit B. 4. TREE REMOVAL PERMIT. A Tree Removal Permit shall be obtained prior to the issuance of a Building, Grading or Encroachment Permit: 5. RECYCLING. All wood, metal, glass, and aluminum materials generated from the demolished sh'ucture shall be deposited to a company which will recycle the materials. Receipts from the company(s) accepting these materials, noting type 2 and weight of material, shall be submitted to the Town prior to the Town's demolition inspection. 6. I SAN FRANCISCO DUSKY FOOTED WOODRAT -NESTS ENCOUNTERED. Require that a qualified biologist examine the project area before and during any initial vegetation, woody debris, and/or tree removal, or other initial ground disturbing activities. If a dusky footed woodrat nest/house structure is encountered in the area of disturbance, avoid disturbing the structure or evicting the individuals. Install a protective exclusion zone around any woodrat nest found within the project area before initiating tree/vegetation removal and ground disturbing activities. Applicant shall provide the preconstruction survey to the Conununity Development Department and report of periodic inspection during construction to ensure protective fencing is in place. 7. ZSAN FRANCICCO DUSKY FOOTED WOODRATS ENCOUNTERED. If a woodrat is incidentally encountered in the work area and does not voluntarily move out of the area, a biological monitor, with the appropriate California Department of Fish and Game (CDFG) permits, shall relocate the anhnal out of the construction area to the nearest safe location (as approved and authorized by CDFG). Prior to relocating any woodrats, a suitable release site shall be created on site, and approved by CDFG. Applicant shall provide a letter report to the Community Development Department from the biologist and/or CDFG staff that documents the consultation with and approval by CDFG of an onsite relocation area if woodrat nest is encountered. 8. 3IMPACTS TO NESTING BIRDS AND BATS. Implement the following measures prior to tree removal or construction. • Conduct tree removal operations between September 1 and October 15, before special status bats have established seasonal roost locations. This will prevent harming potential fall/winter hibernacula (October 15-February 15) and spring/ summer maternity colonies (April 1-September 1). If removal cannot `Mitigation Measure 2B-1 a Mitigation Measure 2B-2 ' Mitigation Measure 2B3 3 take place during these periods, require a qualified biologist to conduct apre- construction survey for bats. Winter hibemacula surveys should be conducted between October 15 and February 15 to determine if bats are utilizing the site for winter roosting. Maternity roost surveys should be conducted over 4 visits between mid April and early May, when bats are establishing maternity roosts, but before pregnant females generally give birth, to determine if a maternity roost is being established. For any trees/snags that could provide roosting space for cavity or foliage-roosting bats, thoroughly evaluate the trees/snags and foliage to determine if a colony is present prior to trimming or cutting. Visual inspection, trapping, and acoustic surveys may be utilized as initial techniques. • If a tree is determined not to be an active roost site, it may be immediately pruned or removed. If the tree is not trimmed or removed within four days of the survey, repeat night survey efforts. • If roosting bats are found, coordinate with CDFG to develop and implement acceptable passive exclusion methods. Authorization from CDFG will be necessary to evict winter hibernacula areas for bats. Have a qualified biologist, in the possession of an applicable CDFG Memorandum of Understanding, humanely remove roosting bats if they are not successfully excluded. • If established maternity colonies are found, protect pre-volant young from construction noise by creating a minimum 100 foot buffer around. the colony until the young can fly or consult with California Department of Fish and Game for other acceptable measures of avoidance. It is assumed that after September 1 colonies have no pre-volant young. • Removal of any occupied tree/snag, if necessary, shall be mitigated for by the .creation of a snag or other artificial roost structure within suitable habitat located in the project area. The creation of snags/roost structures, if necessary, will take place during tree removal activities to avoid distm~bance of nesting birds/roosting bats. Applicant shall provide the preconstruction survey to the Community Development Department and report of periodic inspections 4 during construction to ensure construction buffers, if required are in place. Applicant shall provide report on creation of a snag or artificial roost structure if required. 9. QMIGRATORY BIRD NESTING. Conduct tree removal activities between September 1 and January 1, outside of nesting bird season. For tree removal or construction activities scheduled to occur during the period from February through August, a qualified ornithologist and/or biologist will conduct nesting bird surveys no more than 15 days before tree removal and/or before construction begins. Surveys shall include the project site and a 300-foot-wide buffer (where accessible) to examine nearby tree stands and structures for special-status birds, and all birds (and their nests) protected under the Migratory Bird Treaty Act (META). If an active nest is found, delay project activities until a qualified biologist determines that young have fledged from active nest site or consult with CDFG prior to commencing any activity within 300 feet of the nest area as set forth in the Streambed Alteration Agreement issued by CDFG. If nesting birds are not found, no further action would be necessary, and tree removal and construction may proceed. Applicant shall provide the pre-construction survey to the Community Development Department. If nesting birds are found, applicant shall provide documentation to the Community Development Department that demonstrates compliance with actions specified in the measure (i.e., delay construction or consult with CDFG). 10. SSNAGS. Retain existing snags and/or dead limbs within the riparian habitat and setback area to provide potential nesting habitat for cavity-nesting birds. Applicant shall provide letter report to the Community Development Department from the biologist that documents the compliance with the measure. 11. TREE REMOVAL AND TRANSPLANTING. Require implementation of all recommendations provided by the Town's consulting arborist (Arbor Resources, February 5, 2007) and require an independent arborist review of the site plans to verify recommendations have been included on the plans and implemented during Mitigation Measure 2C-1 s Mitigation Measure 2C-2 e Mitigation Measure 2E-1 5 construction. The arborist report includes a measure requiring tree transplanting by a qualified tree professional under the supervision of a certified arborist, and shall also include measures for irrigation prior to, during, and after transplanting and shall specify replacement trees if the transplanted trees do not survive within 5 years. Applicant shall provide a letter report to the Community Development Department from a certified arborist documenting compliance with all arborist report recommendations after tree removal and transplanting has been completed and again at five years from transplanting. 12. TREE REPLACEMENT. Require planting of three additional 36-inch box trees as part of the project landscaping plan and payment of fees into the Town Forestry Fund as required by Town regulations. Payment of fees shall be made prior to issuance of the building permit, and installation of the three additional trees shall occur prior to final occupancy permit. 13. gNOISE. The proposed six-foot high, solid wood "Good Neighbor" fence along the east side of Lot 1 and south side of Lot 5 shall be constructed as early as possible (prior to project grading activities if possible) to help reduce construction noise at existing adjacent residences. 14. 9RiPARIAN ENHANCEMENT PLAN MEASURES. Implement all measures outlined in the Linda Avenue Riparian Enhancement Plan developed by H.T. Harvey and Associates (2008) and revise the enhancement plan to reflect the revised edge of the riparian canopy and setback as set forth in this EIR. For understory enhancement, include a variety of native sluubs and vines (e.g. Pacific blackberry, elderberry, snowberry, wild rose) that provide understory structure, a food base, and cover for wildlife. 15. 10REMOVAL OF TREE #92. When removing the large eucalyptus tree, the roots will be left in place to avoid disturbing the root mass armoring the southern bank of Ross Creek, to prevent erosion and promote creek bank stability in this area. 'Mitigation Measure 2E-2 s Mitigation Measure IS-3 s EIR Recommended Condition of Approval 10 Ibid. 6 16. 'ISNAG FEATURES FOR TREES #80, #83, #87 & #92. The trunks, lower limbs, crotches, and notches of non-native trees currently proposed for removal (Trees #80, #87, #83, and #92) can be killed in place and left to provide snag features for wildlife habitat. 17. 'ZRIPARIAN HABITAT AND SETBACK PROTECTION. Implement the following measures during construction to protect the riparian habitat and setback during construction. • Riparian habitat shall be designated as a sensitive area and clearly shown on construction plans. Orange construction fencing shall be installed upslope of the outer edge of the riparian setback and shall not be disturbed except as required for installation of the bioswales and outfall. • Require all access routes, staging areas, stockpile areas, and equipment maintenance areas to be located outside of the riparian corridor and setback area. • Construction materials and equipment shall not be stockpiled or stored where they could be washed into the water or cover aquatic or riparian vegetation. 18. 13EXTERIOR LIGHTING. Design exterior lighting so that it is directed to the ground and not directed toward the riparian corridor. 19. 140UTFALL. Final drainage plan design details shall include outfall details that conform to Design Guide 12 of the Santa Clara Valley Water Resources Protection Collaborative's "Guidelines for Land Uses Near Streams". 20. 15WATER QUALITY- CC&R's. The project's CC&Rs shall require regular inspection and maintenance of the bioswales and drainage system improvements consistent with the Town of Los Gatos "Engineering Design Standards." 21. ARCHAELOGICAL. In the event archaeological traces are encountered, all construction within a 50 meter radius of the find shall be halted, the Director of 11 Ibid. ~z Ibid. 13 Ibid. 14 Ibid. is Ibid. 7 Community Development shall be notified and an archaeologist shall be retained to examine the find and make appropriate recommendations. 22. NATIVE AMERICAN REMAINS. If human remains are discovered, the Santa Clara County Coroner shall immediately be notified. The Coroner will determine whether or not the remains were Native American. If the Coroner determines that the remains are not subject to his or her authority, the Coroner shall notify the Native American Heritage Commission, who would attempt to identify descendants of the deceased Native American. 23. ARCHAEOLOGICAL FIND. If the Director of Community Development finds that the archaeological find is not a significant resource, work will resume only after the submittal of a preliminary archaeological report and after provision for reburial and ongoing monitoring are accepted. Provisions for identifying descendants of a deceased Native American and for reburial will follow the protocol set forth in Section 15064.5 of the CEQA Guidelines. If the site is found to be a significant archaeological site, a mitigation program must be prepared and submitted to the Director of Community Development for consideration and approval, in conformance with the protocol set forth in Public Resources Code Section 21083.2. 24, FINAL ARCHAEOLOGICAL REPORT. A final report shall be prepared at the applicant's cost when a find is determined to be a significant archaeological site and/or when Native American remains are found on the site. The final report shall include background information on the completed work, a description and list of identified resources, the disposition and cm~ation of these resources, any testing, other recovered information, and conclusions. 25. ARBORIST REPORT. The applicant shall implement the 29 recommendations provided by the Town's Consulting Arborist, Arbor Resources, in the report dated February 5, 2007. These recommendations are included as Attachment 1 of the Initial Study. 26. GOOD NEIGHBOR FENCE. The proposed six foot high, solid wood "Good Neighbor" fence along the east side of Lot 1 and south side of Lots 5 and 6 shall 8 be constructed as early as possible (prior to project grading activities if possible) to help reduce construction noise at existing adjacent residences. 27. CC&R's -SANTA CLARA VALLEY WATER DISTRICT. The CC&R's shall be reviewed and accepted by the Town of Los Gatos and the Santa Clara Valley Water District, and shall include statements of homeowner responsibilities as may be provided by the Santa. Clara Valley Water District. 28. CC&R's. RIPARIAN CORRIDOR CC&R's shall include a statement regarding the responsibilities of living next to a riparian corridor, the limitations on the uses of the rear yards for Lots 1 through 4. The CC&R's shall also include a statement that no physical or built improvements are allowed within the Santa Clara Valley Water District easement or ten foot Riparian Buffer zone. 29. CC&R's -SAN FRANCISCO DUSKY FOOTED WOODRAT NEST. The CC&Rs shall include a statement that the endangered San Francisco Dusky Footed Woodrat has been located on the property and shall provide homeowner information on how to identify and avoid nests. 30. CC&R's -REPLACEMENT OF TRANSPLANTED TREES. The CC&R's shall include a statement that identifies transplanted trees and provides measures for their replacement if they do not survive within 5 years of transplanting: Replacement trees shall be determined by Town Code requirements at the time of replacement. 31. CC&R's -NON-NATIVE SPECIES MANAGEMENT. The CC&R's shall include a statement regarding the homeowners responsibility for ongoing eradication of invasive herbaceous vegetation and follow-up removal of non- native tree re-sprouts in accordance with the Riparian Enhancement Plan prepared by H.T. Harvey & Associates, June 12, 2008. 32. DEED RESTRICTION. Prior to final occupancy, deed restrictions shall be recorded for Lots 1 through 4 at the applicant's expense, which discuss the responsibilities of living next to a riparian corridor. 33. WATER EFFICIENCY. This project is subject to the Town's Water Efficient Landscape Ordinance, Chapter 26, Article IV of the Town Code. A fee as established by Town Council resolution shall be paid when the landscape, 9 irrigation plans and water calculations are submitted for review prior to the issuance of building permit. 34. NEW TREES. All newly planted trees are required to be double staked to Town standards. 35. GENERAL. All newly planted trees shown on the plan are specific subjects of approval of this plan and must remain on the site. 36. IRRIGATION. All newly planted landscaping shall be irrigated by an in-ground irrigation system. Special care shall be taken to avoid irrigation which will endanger existing native trees and shrubs. 37. PROTECTIVE FENCING. Prior to any equipment arriving on site and prior to construction or building permits being issued, the applicant shall meet with the Town's Consulting Arborist, at the developer's expense, concerning the need for protective fencing around the existing trees and other required tree protection measures identified in this ordinance. Such fencing is to be installed prior to, and be maintained during, construction. The fencing shall be a five foot high chain link attached to steel poles driven at least 18 inches into the ground when at the dripline of the tree. If the fence has to be within eight feet of the trunk of the tree, a fence base may be used, as in a typical chain link fence that is rented. (Building Division) 38. PERMITS REQUIRED: A building permit shall be required for the seven proposed dwelling units and the demolition of any structure(s). 39. CONSTRUCTION PLANS: The Conditions of Approval shall be stated in full on the cover sheet of the construction plans submitted for a building permit. 40. SIZE OF PLANS: The maximum size of construction plans submitted for building permits shall be 24" x 36". 41. PLAN PREPARATION: The construction plans for this project shall be prepared under the direct supervision of a licensed architect or engineer. (Business and Professionals Code Section 5538) 42. DEMOLITION REQUIREMENTS: Contact Town of Los Gatos Building Counter technicians for demolition requirements and complete the process before obtaining a building permit for demolition of such work. l0 43. LEAD-BASED PAINT. A state certified lead-based paint professional shall be retained to perform a lead-based paint survey of the existing structures and the recommendations of the professional shall be followed for abatement of any identified lead-based paint prior to demolition of the structures. 44. HAZARDOUS MATERIALS. The identified hazardous materials being stored on site shall be carefully removed prior to demolition and grading, and legally disposed of in accordance with local, county and state regulations. 45. HOUSE NUMBERS: The developer shall submit requests for additional house numbers prior to the building permit application process. 46. RESIDENTIAL TOWN ACCESSIBILITY STANDARDS: The residences shall be designed with adaptability features for single-family residence per Town Resolution 1994-61. a. Wooden backing (no smaller than 2" x 8") shall be provided in all bathroom walls, at water closets, showers and bathtubs located at 34" from the floor to the center of the backing, suitable for the installation of grab bars. b. All passage doors shall be at least 32" wide on accessible floor. c. Primary entrance shall have a 36" wide door including, a 5"x5" level landing, no more than 1" out of plane with the ixnrnediate interior floor level, with an 18" clearance. 47. SOILS REPORT: Two copies of a soils report, prepared to the satisfaction of the Building Official, containing foundation and retaining wall design recommendations shall be submitted with the building permit application. This report shall be prepared by a licensed civil engineer specializing in soils mechanics. 48. FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project building inspector upon foundation inspection. This certificate shall certify compliance with the recommendations as specified in the soils report and the building pad elevation and on-site regaining wall locations and elevations are prepared according to 11 approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer for the following items: a. Pad elevation b. Finish floor elevation c. Foundation corner locations 49. TITLE 24 ENERGY COMPLIANCE: California Title 24 Energy Compliance forms CF-1R and MF-1R. 50. TOWN FIREPLACE STANDARDS: New fireplaces shall be EPA Phase II approved appliances as per Town Ordinance 1905. Tree limbs shall be cut within 10 feet of chimneys. 51. SPECIAL INSPECTIONS: When a special inspection is required by UBC Section 1701, the architect or engineer of record shall prepare an inspection program that shall be submitted to the Building Official for approval prior to issuance of the building permits, in accordance with UBC Section 106.3.5. Please obtain Town Special Inspection form from the Building Division Service Counter. The Town Special Inspection schedule shall be blue-lined on the construction plans. 52. NONPOINT SOURCE POLLUTION STANDARDS: The Town standard Santa Clara Valley Nonpoint Source Pollution Control Program specification shall be part of the plan submittal. The specification sheet is available at the Building Division Service Counter. 53. APPROVALS REQUIRED: The project requires the following agencies approval before issuing a building permit: a. Community Development Department b. Parks and Public Works Department c. West Valley Sanitation District: 378-2407 d. Santa Clara County Fire Department: 378-4010 e. Santa Clara Valley Water District £ California Regional Water Quality Control Board g. California Department of Fish and Game h. U.S. Army Corps of Engineers i. Los Gatos Union School District ]2 Note: Obtain the school district form from the Town Building Service Counter after the Building Division plan check has approved the plans. TO THE SATISFACTION OF THE DIRECTOR OF PARKS AND PUBLIC WORKS: (Engineering Division) 54. 16EROSION CONTROL. Implement erosion control measures, including, but not limited to: • Require temporary fencing on the western outer edge of the riparian vegetation canopy during construction to prevent inadvertent erosion, sedimentation, and/or construction debris from entering the adjacent riparian area or Ross Creek. Prohibit construction activities, placement of spoils, and storage of materials and machinery in the riparian setback. • Provide adequate erosion control protection in the area of the drainage outlets, such as use of silt fences, straw bale barrier or other protective measures • Conduct grading work prior to the rainy season; protect disturbed areas during the rainy season; and contain and/or properly de-water accumulated construction-related runoff from disturbed areas or excavated areas. • Restrict the timing of installation of the drainage outlets to the periods outside the rainy season (generally June 1 -September 30). • Immediately re-vegetate disturbed areas. Apply weed-free mulch or re- vegetate all soil exposed as a result of the proposed grading before November 1st of each year in accordance with recommendations of Design Guide 5 of the Santa Clara Valley Water Resoru~ces Protection Collaborative's "Guidelines & Standards for Land Use Near Streams." • Inspect and repair/maintain all erosion control measures prior to and after any rainfall event exceeding '/z inch, at 24-hour intervals during extended storm events, and a minimum of every two weeks after the winter storm season. ~~ Mitigation Measure 3B-1 13 • Locate staging and storage areas for equipment, materials, fuels, lubricants and solvents at least 100 feet from Ross Creek. Locate oil absorbent and spill containment materials on site when mechanical equipment is in operation with 100 feet of the creek. • If water is present in Ross Creek at the time of installation of the proposed drainage outfall, require a temporary coffer dam or other appropriate means (such as sandbags or straw bales) be installed. for temporary dewatering and to minimize downstream water quality impacts. Allow water to continue flowing downstream or be diverted around the work site in a pipe or channel, and discharged in anon-erosive manner. Applicant shall provide the pre-construction survey to the Community Development Department and report of periodic inspections during construction to ensure protective fencing is in place 55. ~~AIR QUALITY. Require implementation of Bay Area Air Quality Management District recommended control measures for emissions of PM10 and other "Best Management Practices" (BMPs) s follows: • Water all active construction areas at least twice daily. • Cover all trucks hauling soil, sand and other loose materials or require all bucks to maintain at least two feet of freeboard. • 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. • Sweep daily (with water sweepers) all paved access roads, parking areas and staging areas at constructions sites. • Sweep streets daily (with water sweepers) if visible soil material is carried onto adjacent public streets. • Cover stockpiles of debris, soil and other materials which can become windblown. • Initiate re-vegetation and erosion control immediately upon completion of grading and prior to onset of the rainy season. ~~ Mitigation Measure IS-1 14 56. 18GEOLOGY AND SOILS. A geotechnical investigation shall be conducted for this project to determine the surface and subsurface soil conditions at the site. The geotechnical study shall provide recommendations for site grading as well as the design of foundations, retaining walls, concrete slab-on-grade construction, excavation, drainage, on-site utility trenching and pavement sections. The project shall incorporate all recommendations of the investigation in order to minhnize the potential impacts resulting from regional seismic activity and subsurface soil conditions on the site. Applicant shall submit plan review letter from the geotechnical engineer stating that plans comply with the report. 57. CC&R's -ACCESS. The CC&R's shall include language to require easements and deed restrictions over the private street which will guarantee access rights in perpetmty. 58. DEVELOPMENT AGREEMENT. The Applicant shall enter an agreement to construct public improvements in accordance with Town Code §24.40.020. 59. PUBLIC IMPROVEMENT SECURITY. The applicant shall supply suitable securities for all public improvements that are a part of the development in a form acceptable to the Town in the amount of 100% (performance) and 100% (labor and material) prior to issuance of any permit. Applicant shall provide two (2) copies of documents verifying the cost of the public improvements to the satisfaction of the Engineering Division of the Parks and Public Works Department. 60. GRADING PERMIT. A grading permit is required for site grading and drainage. The grading permit application (with grading plans) shall be made to the Engineering Division of the Parks & Public Works Department located at 41 Miles Avenue. The grading plans shall include final grading, drainage, retaining wall location, driveway, utilities and interim erasion control. Grading plans shall list earthwork quantities and a table of existing and proposed impervious areas. Unless specifically allowed by the Director of Parks and Public Works, the grading permit will be issued concurrently with the building permit. The grading permit is for work outside the building footprint(s). A separate building permit, iR Mitigation Measure IS-2 15 issued by the Buildmg Department on E. Main Street is needed for grading within the building footprint. 61. PRECONSTRUCTION MEETING. Prior to issuance of any permit or the commencement of any site work, the general contractor shall: a. Along with the project applicant, attend apre-construction meeting with the Town Engineer to discuss the project conditions of approval, working hours, site maintenance and other construction matters; b. Acknowledge in writing that they have read and understand the project conditions of approval, and will make certain that all project sub- contractors have read and understand them prior to commencing work and that a copy of the project conditions of approval will be posted on site at all times dm~ing construction. 62. RETAINING WALLS. A building permit, issued by the Building Department at 110 E. Main Street, may be required for site retaining walls. Walls are not reviewed or approved by the Engineering Division of Parks and Public Works during the grading permit plan review process. 63. SOILS REPORT. One copy of the soils report shall be submitted with the grading permit application. The soils report shall include specific criteria and standards governing site grading, drainage, pavement design, retaining wall design and erosion control. The reports shall be signed and "wet stamped" by the engineer or geologist, in conformance with Section 6735 of the California Business and Professions Code. 64. SOILS REVIEW. Prior to issuance of any permit, the applicant's soils engineer shall review the final grading and drainage plans to ensure that designs for foundations, retaining walls, site grading, and site drainage are in accordance with their recommendations and the peer review comments. The applicant's soils engineer's approval shall then be conveyed to the Town either by letter or by signing the plans. 65. SOILS ENGINEER CONSTRUCTION OBSERVATION. During construction, all excavations and grading shall be inspected by the applicant's soils engineer prior to placement of concrete and/or backfill so they can verify that the actual 16 conditions -are as anticipated in the design-level geotechnical report, and recommend appropriate changes in the recommendations contained in the report, if necessary. The results of the construction observation and testing should be documented in an "as-built" letter/report prepared by the applicant's soils engineer and submitted to the Town before final release of any occupancy permit is granted. 66. CERTIFICATE OF LOT LINE ADJUSTMENT. A Certificate of Lot Line Adjustment shall be recorded prior to recordation of the final map. Two copies of the legal description for each new lot configuration, a plat map (8-''/z in. X 11 in.) and two copies of the legal description of the land to be exchanged shall be submitted to the Engineering Division of the Parks & Public Works Department for review and approval. The submittal shall include closure calculations, title reports less than 90 days old and the appropriate fee. The certificate shall be recorded before any permits may be issued. 67. DEMOLITION. Existing structures on the site shall be removed prior to recordation of the final map. 68. FINAL MAP. A final map shall be recorded. Two copies of the final map shall be submitted to the Engineering Division of the Parks & Public Works Department for review and approval. Submittal shall include closure calculations, title reports and appropriate fee. The map shall be recorded before any permits are issued. 69. UTILITY COMPANY REVIEW. Letters from the electric, telephone, cable, and trash companies indicating that the proposed improvements and easements are acceptable shall be provided prior to recordation of the final map. 70. DEDICATIONS. The following shall be dedicated on the final map. The dedications shall be recorded before any permits are issued. a. Linda Court. A 22-foot private street right-of--way with a 36-foot radius cul-de-sac. b. Public Service Easement (PSE). Five (5) foot wide, next to the Linda Ct. right-of--way. 17 c. Ingress-egress, storm drainage and sanitary sewer easements, as required. Private storm drain easements shall be provided across lot 4 in favor of lot 5, and along the property line between lots 2 and 3. d. Sanitary Sewer Easement. Ten (10) to twelve (12) feet wide, as shown on the tentative map. e. Emergency Access Easement. Twenty (22) feet wide, from the end of the public road over the entire Linda Ct. Private right of way. f Riparian Parcel. The Riparian Parcel, identified on the Tentative map as Riparian Area, shall be dedicated in fee to the, Town and a flood control and maintenance easement shall be dedicated to SCV WD. 71. JOINT TRENCH PLANS. Joint trench plans shall be reviewed and approved by the Town prior to issuance of any permit. 72. ABOVE GROUND UTILITIES. The applicant shall submit a 75-percent progress printing to the Town for review of above ground utilities including backflow prevention devices, fire department connections, gas and water meters, off-street valve boxes, hydrants, site lighting, electrical/communication cable boxes, transformers, and mail boxes. Above ground utilities shall be reviewed and approved by Community Development prior to issuance of any perrnit. 73. PRIVATE EASEMENTS. Agreements detailing rights, limitations, and responsibilities of involved parties shall accompany each private easement. The easements and associated agreements shall be recorded simultaneously with the final map. 74. CC&R's. CC&R APPROVAL shall be reviewed and approved by the Town Attorney, Community Development Department, and Parks and Public Works Department prior to recordation of the final map. 75. PUBLIC IMPROVEMENTS. The following improvements shall be installed by the developer. Plans for those improvements shall be prepared by a California registered civil engineer, reviewed and approved by the Town, and guaranteed by contract, Faithful Performance Security and Labor & Materials Security before the issuance of a building permit or the recordation of a map. The improvements 18 must be completed and accepted by the Town before a Certificate of Occupancy for any new building can be issued. a. Drive. Curb, gutter, sidewalk, street lights, tie-in paving, signing, striping, storm drainage and sanitary sewers, as required. b. Restripe/Community Benefit. The applicant shall re-stripe the Blossom Hill Road intersection with Linda Avenue and Old Blossom Hill Road. The striping shall provide left turn pockets for both eastbound Blossom Hill Road traffic turning left on Linda Avenue, and for westbound Blossom Hill Road traffic turning left on Old Blossom Hill Road. 76. SITE LIGHTING. Lighting photometrics shall be provided and approved by the Director of Community Development prior to the approval of the Tentative Map. 77. DESIGN CHANGES. The Applicant's registered Engineer shall notify the Town Engineer, in writing, at least 72 hours in advance of all differences between the proposed work and the design indicated on the plans. Any proposed changes shall be subject to the approval of the Town before altered work is started. Any approved changes shall be incorporated into the final "as-built" drawings. 78. INSURANCE. One million dollars ($1,000,000) of liability insurance holding the Town harmless shall be provided in a format acceptable to the Town Attorney before recordation of the map. 79. TRAFFIC IMPACT MITIGATION FEE. The developer shall pay a proportional the project's share of transportation improvements needed to serve cumulative development within the Town of Los Gatos. The fee amount will be based upon the Town Council resolution in effect at the time the request of Certificate of Occupancy is made. the fee shall be paid before issuance of the Certificate of Occupancy. The traffic impact mitigation fee for this project using the current fee schedule is $5,742 per each new home. The credit for the existing home will be pro-rated across each new home. The final fee shall be calculated form the final plans using the rate schedule in effect at the time of the request for a Certificate of Occupancy. 19 80. FUTURE STUDIES. Any post project traffic or parking counts, or other studies imposed by Planning Commission or Town Council shall be funded by the applicant. 81. PLAN CHECK FEES. Plan check fees shall be deposited with the Town prior to submittal of plans to the Engineering Division of the Parks and Public Works Department. 82. INSPECTION FEES. Inspection fees shall be deposited with the Town prior to issuance of any Permit or recordation of the Final Map. 83. FISH AND GAME REQUIREMENTS. Approval of a Streambed Alteration Agreement shall be obtained from the California Department of Fish and Game for proposed improvements in or near riparian areas within their jurisdiction. A copy of the permit shall be provided to the Parks & Public Works Department before any permits are issued. 84. SCVWD. Applicant shall submit evidence of acceptance of the Dedicated Easement and approval of an Encroachment Permit from the Santa Clara Valley Water District for all work within their jurisdiction. Permits shall be obtained prior to issuance of any Town permits. 85. REGIONAL WATER QUALITY CONTROL BOARD. Approval of a Wastewater Discharge Permit and review of "Notice of Intent" and Storm Water Pollution Prevention Plan from the Regional Water Control Board shall be provided prior to issuance of any permits. In the event that no permit is required from this agency, a letter stating as much shall be provided. (This condition is intended to address the storm drain outfall). 86. ARMY CORPS OF ENGINEERS. Authorization under Nationwide Permit 7 for Outfall structures and Associated Intake Structures and Nationwide Permit 33 for Temporary Construction, Access and Dewatering was given on August 26, 2008. Applicant shall provide a letter from this agency stating that the permit is still valid, or the applicant shall provide current permits from the Army Corps of Engineers prior to issuance of any Town permits. (This condition is intended to address the storm drain outfall). 20 87. TREE REMOVAL. Copies of all necessary tree removal permits shall be provided prior to issuance of a grading permit. 88. GENERAL. All public improvements shall be made according to the latest adopted Town Standard Drawings and the Town Standard Specifications. All work shall conform to the applicable Town ordinances. The adjacent public right- of-way shall be kept clear of all job related dirt and debris at the end of the day. Dirt and debris shall not be washed into storm drainage facilities. The storing of goods and materials on the sidewalk and/or the street will not be allowed unless a special permit is issued. The developer's representative in charge shall be at the job site during all working hours. Failure to maintain the public right-of--way according to this condition may result in the Town performing the required maintenance at the developer's expense. 89. ENCROACHMENT PERMIT. All work in the public right-of--way will require a Construction Encroachment Permit. All work over $5,000 will require construction security. 90. PUBLIC WORKS INSPECTIONS. The developer or his representative shall notify the Engineering Inspector at least twenty-four (24) hours before starting any work pertaining to on-site drainage facilities, grading or paving, and all work in the Town's right-of--way. Failure to do so will result in rejection of work that went on without inspection. 91. SURVEYING CONTROLS. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer qualified to practice land surveying, for the following items: a. Retaining wall--top of wall elevations and locations b. Toe and top of cut and fill slopes. 92. CONSTRUCTION ACCESS. Construction access shall be provided from Linda Avenue. No access will be allowed via Stephenie Lane. 93. EROSION CONTROL. Interim and final erosion control plans shall be prepared and submitted to the Engineering Division of the Parks & Public Works Department. A Notice of Intent (NOI) and Storm Water Pollution Prevention Plan (SWPPP) shall be submitted to the San Francisco Bay Regional Water Quality 21 Control Board for projects disturbing more than one acre. A maximum of two weeks is allowed between clearing of an area and stabilizing/building on an area if grading is allowed during the rainy season. Interim erosion control measures, to be carried out during construction and before installation of the final landscaping shall be included. Interim erosion control method shall include, but are not limited to: silt fences, fiber rolls (with locations and details), erosion control blankets, Town standard seeding specification, filter berms, check dams, retention basins, etc. Provide erosion control measures as needed to protect downstream water quality during winter months. The grading, drainage, erosion control plans and SWPPP shall be in compliance with applicable measures contained in the amended provisions C.3 and C.14 of the most current Santa Clara County NPDES Permit. 94. DUST CONTROL. Blowing dust shall be reduced by timing construction activities so that paving and building construction begin as soon as possible after completion of grading, and by landscaping disturbed soils as soon as possible. Fm-ther, water trucks shall be present and in use at the construction site. All portions of the site subject to blowing dust shall be watered as often as deemed necessary by the Town, or a minimum of three times daily, or apply (non-toxic) soil stabilizers on all unpaved access roads, parking areas, and staging areas at construction sites in order to insure proper control of blowing dust for the duration of the project. Watering on public streets shall not occur. Streets will be cleaned by street sweepers or by hand as often as deemed necessary by the-Town Engineer, or at least once a day. Watering associated with on-site construction activity shall take place between the hours of 8 a.m. and 5 p.m. and shall include at least one late-afternoon watering to minimize the effects of blowing dust. All public streets soiled or littered due to this construction activity shall be cleaned and swept on a daily basis during the workweek to the satisfaction of the Town. Demolition or earthwork activities shall be halted when wind speeds (instantaneous gusts) exceed 25 MPH. All trucks hauling soil, sand, or other loose debris shall be covered. 22 95. CONSTRUCTION STREET PARKING. No vehicle having a manufacturer's rated gross vehicle weight exceeding ten thousand (10,000) pounds shall be allowed to park on the portion of a street which abuts property in a residential zone without prior approval from the Town Engineer (§ 15.40.070). 96. SITE DRAINAGE. Rainwater leaders shall be discharged to splash blocks. No through curb drains will be allowed. 97. STORM WATER MANAGEMENT PLAN. A storm water management shall be included with the grading permit application for all Group 1 and Group 2 projects as defined in the amended provisions C.3 of the amended Santa Clara County NPDES Permit. The plan shall delineate source control measures and BMP's together with the sizing calculations. The plan shall be certified by a professional pre-qualified by the Town. In the event that storm water measures proposed on the Planning approval differ .significantly from those certified on the Building/Grading Permit, the Town may require a modification of the Planning approval prior to release of the Building Permit. The applicant may elect to have the Planning submittal certified to avoid this possibility. 98. AGREEMENT FOR STORMWATER BEST MANAGEMENT PRACTICES INSPECTION AND MAINTENANCE OBLIGATIONS. The homeowner's association shall enter into an agreement with the Town for maintenance of the storm water filtration devices required to be installed on this project by Town's Storm Water Discharge Permit and all current amendments or modifications. The agreement will specify that certain routine maintenance shall be performed by the homeowner's association and will specify device maintenance reporting requirements. The agreement will also specify routine inspection requirements, permits and payment of fees. The agreement shall be recorded prior to release of any occupancy permits. 99. SILT AND MUD IN PUBLIC RIGHT-OF-WAY. It is the responsibility of contractor and home owner to make sure that all dirt tracked into the public right- of-way is cleaned up on a daily basis. Mud, silt, concrete and other construction debris SHALL NOT be washed into the Town's storm drains. 23 100. UTILITIES. The developer shall install all utility services, including telephone, electric power and all other communications lines underground, as required by Town Code §27.50.015(b). All new utility services shall be placed underground. Underground conduit shall be provided for cable television service. 101. RESTORATION OF PUBLIC IMPROVEMENTS. The developer shall repair or replace all existing improvements not designated for removal that are damaged or removed because of developer's operations. Improvements such as, but not limited to: curbs, gutters, sidewalks, driveways, signs, pavements, raised pavement markers, thermoplastic pavement markings, etc. shall be repaired and replaced to a condition equal to or better than the original condition. Existing improvement to be repaired or replaced shall be at the direction of the Engineering Construction Inspector, and shall comply with all Title 24 Disabled Access provisions. Developer shall request awalk-through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 102. DRIVEWAY APPROACH. The developer shall install one Town standard residential driveway approach at each new driveway. The new driveway approach shall be constructed per Town Standard Details. 103. AS-BUILT PLANS. After completion of the construction of all work, the original plans shall have all changes (change orders and feld changes) clearly marked. The "as-built" plans shall again be signed and "wet-stamped" by the civil engineer who prepared the plans, attesting to the changes. The original "as-built" plans shall be review and approved the Engineering Inspector. A Mylar and AutoCAD disk of the approved "as-built" plans shall be provided to the Town before the Faithful Performance Security or Occupancy Permit is released. The AutoCAD file shall include only the following information and shall conform to the layer naming convention: a) Building Outline, Layer: BLDG-OUTLINE; b) Driveway, Layer: DRIVEWAY; c) Retaining Wall, Layer: RETAINING WALL; d) Swimming Pool, Layer: SWIMMING-POOL; e) Tennis Court, Layer: TENNIS-COURT; f) Property Line, Layer: PROPERTY-LINE; g) Contours, Layer: NEWCONTOUR. All as-built digital files'must be on the same coordinate 24 basis as the Town's survey control network and shall be submitted in AutoCAD version 2000 or higher. 104. SANITARY SEWER LATERAL. Sanitary sewer laterals are televised by West Valley Sanitation District and approved by the Town of Los Gatos before they are used or reused. Install a sanitary sewer lateral clean-out at the property line. 105. SANITARY SEWER BACKWATER VALVE. Drainage piping serving fixtures which have flood level rims less than twelve (12) inches (304.8 mm) above the elevation of the next upstream manhole and/or flushing inlet cover at the public or private sewer system serving such drainage piping shall be protected from backflow of sewage by installing an approved type backwater valve. Fixtures above such elevation shall not discharge through the backwater valve, unless first approved by the Administrative (Sec. 6.50.025). The Town shall not incur any liability or responsibility for damage resulting from a sewer overflow where the property owner or other person has failed to install a backwater valve, as defined section 103(e) of the Uniform Plumbing Code adopted by section 6.50.010 of the Town Code and maintain such device in a functional operating condition. Evidence of West Valley Sanitation District's decision on whether a backwater device is needed shall be provided prior to issuance of a building permit. 106. CONSTRUCTION NOISE. Between the hours of 8:00 a.m. to 8:00 p.m., weekdays and 9:00 a.m. to 7:00 p.m. weekends and holidays, construction, alteration or repair activities shall be allowed. No individual piece of equipment shall produce a noise level exceeding eighty-five (85) dBA at twenty-five (25) feet. If the device is located within a structure on the property, the measurement shall be made at distances as close to twenty-five (25) feet from the device as possible. The noise level at any point outside of the property plane shall not exceed eighty-five (85) dBA. 107. GOOD HOUSEKEEPING. Good housekeeping practices shall be observed at all times during the course of construction. Superintendence of construction shall be diligently performed by a person or persons authorized to do so at all times during working hours. The storing of goods and/or materials on the sidewalk and/or the 25 street will not be allowed unless a special permit is issued by the Engineering Division. 108. SITE SUPERVISION. The General Contractor shall provide qualified supervision on the job site at all times during construction. 109. HAULING OF SOIL. Hauling of soil on or off-site shall not occur during the morning or evening peak periods (between 7:00 a.m. and 9:00 a.m. and between 4:00 p.m. and 6:00 p.m.). Prior to the issuance of a building permit, the developer shall work with the Town Building and Engineering Department Engineering Inspectors to devise a traffic control plan to ensure safe and efficient traffic flow under periods when soil is hauled on or off the project site. This may include, but is not limited to provisions for the developer/owner to place construction notification signs noting the dates and time of construction and hauling activities, or providing additional traffic control. Cover all trucks hauling soil, sand, and other loose debris or require all trucks to maintain at least two feet of freeboard. 110. UTILITY SETBACKS. House foundations shall be set back from utility lines a sufficient distance to allow excavation of the utility without undermining the house foundation. The Town Engineer shall determine the appropriate setback based on the depth of the utility, input from the project soils engineer, and the type of foundation. 111. MAINTENANCE ACCESS. The applicant shall propose maintenance access improvements for the Town Engineer to review, comment on, and approve. The Engineering Division shall approve the surface materials over each public easement. 112. CONSTRUCTION MANAGEMENT PLAN. The Applicant shall submit a construction management plan that shall incorporate at a minimum the Earth Movement Plan, Traffic Control Plan, Project Schedule, site security fencing, employee parking, construction staging area, construction trailer, and proposed outhouse locations. All construction staging and parking shall occur on-site. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 26 113. REQUIRED FIRE FLOW. Required fire flow for this project is 1,000 GPM at 20 psi. residual pressure. 114. FIRE HYDRANTS. Provide one public fire hydrant at a location to be determined by the Fire Department and the San Jose Water Company. Hydrant(s) shall have a minimum single flow of 1,000 GPM at 20 psi residual, with spacing not to exceed 500 feet. Prior to applying for a building permit, the applicant shall provide civil drawings reflecting all fire hydrants serving the site. To prevent building permit delays, the developer shall pay all required fees to the water company ASAP. 115. HYDRANT INSTALLATION. Fire hydrants shall be installed and located along the new or replacement water main installation(s), at a maximum spacing of 500 feet. Provide hydraulic calculations to show that the required fire flow will be provided. 116. TIMING OF REQUIRED WATER SUPPLY HYDRANTS. Installations of required fire service(s) and fire hydrant(s) shall be tested and accepted by the Fire Department, prior to the start of framing or delivery of bulk combustible materials. Building permit issuance may be withheld until required installations are completed, tested and accepted. 117. FIRE ACCESS ROADS. The applicant shall provide access roadways with a paved all weather surface, a minimum unobstructed width of 20 feet, vertical clearance of 13 feet six inches, minimum circulating turning radius of 36 feet outside and 23 feet inside, and a maximum slope of 15%. Installations shall conform with Fire Department Standard Details and Specifications sheet A-1. 118. ROADWAY TURNAROUND. The applicant shall provide an approved fire department engine roadway turnaround with a minimum radius of 36 feet outside and 23 feet inside. Installations shall conform with Fire Department Standard Details and Specifications sheet A-1. Cul-de-sac dianieters shall be no less than 72 feet. 119. FIRE LANE MARKINGS. The applicant shall provide marking for all roadways within the project. Markings shall be per fire department specifications. 27 Installations shall also conform to Local Government Standards and Fire Department Standard Details and Specifications A-6. 120. PARKING ALONG ROADWAYS. The required width of the fire access roadways shall not be obstructed in any manner and parking shall not be allowed along roadways less than 28 feet in width. Roadway widths shall be measured curb face to curb face. 121. TIMING OF ROADWAY INSTALLATIONS. Required access roads, up through first lift of asphalt, shall be installed and accepted by the Fire Department prior to the start of construction. Bulk combustible materials shall not be delivered to the site until installation is complete. During construction, emergency access roads shall be maintained clear and unimpeded unless alternative solutions are approved by the Fire Department. Prior to issuance of a building permit, the developer shall contact the Fire Department to discuss their plan far maintaining the emergency access road. during construction. Note that building permit issuance maybe withheld until installations are completed. 122. PREMISES IDENTIFICATION. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Numbers shall contrast with their background. 28 SECTION VI This Ordinance was introduced at a regular meeting of the Town Council of the Town of Los Gatos on September 7, 2010, and adopted by the following vote as an ordinance of the Town of Los Gatos at a meeting of the Town Council of the Town of Los Gatos on September 20, 2010 and becomes effective 30 days after it is adopted. COUNCIL MEMBERS AYES: Joe Pirzynski, Steve Rice, Mike Wasserman, Mayor Diane McNutt NAYS: Barbara Spector ABSENT: ABSTAIN: SIGNED: ~/a~e M~~l~' MAYOR OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA ATTEST: CLERK OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA 29 ,Ex. , ~. < 4 I'.- _ - - 1"t 7 rez E - HR _ ~__ _ 1588,'1 -Linda Aven ~& )' a portionTof:;15950-Stephenie Lane ,~ TOWN Of LOS GATOS Application No. PD-08-004 A.P.N. # 523-25-051, 052 Change of zoning map amending the Town Zoning Ordinance. ® Zone Change From: R-1 :8 To: R-1:8:PD Action by Planning Commission Date: August 11, 2010 Adopted by Town Council Date: September 20, 2010 Ord: 2193 RENSED&1&10 LOTMEp Tp6LE ld LN SF. iS FNOr LM.Fbar Cellar 6.F. YquN B.F FM Garrya S.F. FpR Lm1am951d.ree Ims1 rasa tma o zn0 sss ad6 063 ' Poparlen Grrop/ BM wwsaR Bnrter Sox Nat LaLMe 99U 49.9) d.8) Ld29~5ld area a51< 18W 1190 SSC! aI &5 d95 5.61 wwrtan Canary IG55 wpMan OUlrer 6]6 Net Let Ma W2) d]da xAx Lata 9anaa KK«ee 99)1 41]0 PoO 4Wa Po.99 BM 5.R wwnen osllPpr s]x ~ wpananeua« Sea j NdWMe N99 ]5]1 )A9 i Lda9rcw ld ana vme 16az Ina ]9n 3Sds as an ~ - wwaaneampy +]zx I wwll.neurter nos I Nd IMMa Bx91 ]ddb St1 ! Ld 591ev lalarea 1499 1Poa 560 2dsa 23.66 !5a 6.60 I! wwS.nc«mry. 6 - wwaanlwaer o Nn L9LMe azse z9.ee era - W fipmv lNana 91aB 1]10 ll!0 3690 ils5 / ITq d,91 wwnan c.nory o wwNen BVOer 0 NY LNMa 9159 x1.55 d.91 L«T9rc9aldare. 1665 tfi)6 lae9 zrm xea dso s.)1 wwsaac«wpr a RlpaOan amrer o ~ ~ , Ne1LgArea )605 H.B9 5)t turfs Sofia telal 8-17-09 revisetl &18-10 McElroy Prop. Inc. 214 Almendra Ave. ..Los Gatos, Ca. 95030 DEFtSITY TABLE 2001-098- - area D.U. net area density TGtal area within the prejeri - 1025fi9 7 102569 2.97 Riparian aura to be tled"lcatetl to Town of Los Gatos 9640 Total area minus riparian area to be dedicated to Town of los Gatos - 7 92929 - 3 28 Area within SCV WD 8728 Total area minus dpalian area to he detlldated to Town Gf Las Gatos and minus area within SCV WO 7 83201 3.fi8 Area wihin ri Arian canopy fi810 Total aura minus riparian area to be tledpted la Town of Los Gatos, minus area within BCV WD and minus area within riparian canopy- 7 78697 3.98 Area waain riparian buffer 4607 Total area minus riparian area to 6e tledicated to Tavn of Lqs Galas, minus area within SCVlNO, Mnus area within riparian canopy and minus ripalran buffer 7 72084 4.23 OgTA TPBLE OR039 ARFAOFTHE PPACEL tw6699.F LOTS PROPO6E016TFLCORFOOTPRIM I;6153.F, ' PROPO6Ep OpRAGES 3,4665F. CPIVETM1'pY3 4,)SS 9.F. PMgNG 1909.F. ' SIOEWpIH$,ppTlp6 nECN5 30295E '~ Table of Contents ----- Project .Consultants DeveloP¢ binE4o9PmR lva 319 plrnenM AVe. Ina Umue, Ca 95m0 V08-199~4C60 . ~. -~., ~~ ~ _(7 e ~' e s" Q 4 • `ta xy ~ 9 z w O N z 0 N 5 rc O ~ U ~ S f6 a ~_ 9 6 C J e° a wPpauxcwoPr wPP1UPN SVFFER ;e1s s.F. - y)448.F. AO Title Pa a g '6uaamg nesgn¢C ~ ._. _.._.-. _..-._-:_...-..-„-~,, .... .~ I wiNgTEYpROSILpNOSC,VE MEA3 36,1d18.F. ~ 1 of ~ q Grading and Drainage - IO&x g®qa CluzA - ` ToTU. LnTS 9s,n6 6F. 2 of q - Grading and Drainage Details _ [q Galq;Cy 91030 4paasaszxn ~ ~ i aogn a 8 g ' 3 of q Impervious Surfaces - - aLUwo ><+s - € 5 me2MaxaRens smEEr g fisa s F ~ 4 of q Tentative Ma p Ttmea«TSo "P'9O" LGS Gn ~ ' - PIaWNGNYgII(WgYS ~~ , . 1•~GF~ Ll Landscape Plan 100 WuWngmu SIreB, Sw4201 swa plN, ca 9ia5o < - a LMOSrsPEr9uTdmALnRFA 1;)ea s F. zau s.F. L2 Existing Tree Plan BIliA- 393s _ pO v9 iOTgLCOMM0.V MEq PERCEMpGEUF TOTAL AREA 25,151 g.F. 36 ! L3 Site Sections xznaanpe Meh: FItD Gmup $ N ~ g ' WIPERwOV49URFPCE . L4 Fe¢ce and Site Details - - sssx. soma cNiq~ ` < ~ ~ _ ~~ E%ISTWG IMPcRNOUSaUPFACE 6 E g LS P t E ~ Iqc Gebq ( a 95m0 PERfiEMpaeoFMp , 0 3.F. - rojec ntry Details wa-3sa9s99 - A PROPOSEOIMPERNOV9311RFASF eaw g1.W6 &.F. Ib ~ Lot One Scree¢in g Civ9Fm~nee6 WeRfiaE jueers PFaCENTaGEOFpREp PRONSEG PERNOVg PaVEMEN! ia.ex ;191 G F L7 Ross Ll'eek Ri Arian Zones p Lan asauinwar - PERCEMAGE OF MEh . . 1.1% CS Streetscape ~ Sav[n^ Cy 950]0 w Pgxl6nc lA Floor plan Lot One 4aaa ozn4 ~ - sTREETPARJUNGUaces s - IB Elevations Lot One ~ cwT«!w'w: aet"°°acwL«mtr'Ifi°6°m'°e tae. ~ '~ COVERED PMgNG SPACES OWVE1YgY PgApNG 9PACEG 15 id ZA Floor pla¢LGt Two - ~ T450RULuW Stx[ Gihag cc 9saza - TOTPL pR0.1ECT PppwNGSPACEG. PARIONGSPA 31 ZB Elevations Lat Two 408-84&fi009 ~ ~ CES PERUNn EXCEPTION rOPt18WEPROPERTYI d,g 3A Floor Ian Lot Three p 'ISaloBi®L Cmmw9aN5: kT.xwarana AaeOLia[es . ~ _- 3B Elevations Lot Three ~ 893 UCUVerufy gve.ftD ~ IJ:CFPl10NpRE4 + FFMAINRlG8TRL'CR)gFSgYIXCFP110N j -AVEMGESLOPEOF EXCEPTION ig,9,g SF. 3,TSOS.F. ) 556 4A qB Floor Ian Lot Four p El i rA. ca c.9smz 408-0gaA450 ~ T _-vICItLIITg~?~-,~, IV 16`4 ~ F ~ ~ - . evat ons Lat Four ' aoa4oilrvre000anaam: gaade0ama «easzauwe - a a~ SA Floor plan Lat Five as3ss,,,,na;LRa. SB Elevations Lot Five - taafimw, c,.9sm3 ° y 6A Floor plan L¢t Sis ~ - 409-353-11752 7~ }! Yi ++'~33 7Gb l:,v ill ~V~ SNEET NO: - 6B Elevations Lot Six „ A_O 7A Floor plan Lot Seven 7B Elevations Lot Seven A70S LO SG 70~NNOF (C p~ry r~ IILSJ 9JlLVlJI®nl p11~- F.~uIBIT B P/L CONFORMANCE W/ EXIST. SLOPE i0P OF 4.5' BANK M[N. TOE ~ HDP B~K GEOTEXTLE FABRIC MIRAFl ]OOX OR EDUAL SECTION A - A OUTFACE DETAIL N. i.6. NOTES FOR AN OUTFACE IN TD UNLINED CHANNEL iv' GEOtEXTILE FA6RIC MIRAFI ]00X OR EWAL SECTION B - B LIMIT OF GROUT OUtFALL i4 '. t FOOT ~ GROUT TO A DEPTH TYPICAL ~ ~'~ ~ CF ONE f00T MINIMUM 5' SWALE WITH SUBDRAIN N.T.S. 4 ~ 2~ t).S Y_ ~e ~~i i v\~~\\i 1. It is mandatory that the SCVWD inspector be notifletl at least 48 hours prior to the commencement of constru<tion. Complete remowl ai parii<ns of the work installed without inspection may be required if this requirement is not met. 2. All work is to be done in accortlance with the latest edllian of Calfmns' Standard Specifications Section ]2-2. No white rack may be used Method 8 placement shall be used. Grout 4a be In con farmance with Paragraph 65-1.06 for dement mortar. 3. The au [fall pipe is to be cut off flush with the slope pmtedion. 4. Any b<ekFll necessary far the Inslallolian of the slope protection should be compacted to 909. relative compaction in con formonce with ASTM Stondartl Test method D I56], to test edition. 5. Any excess soil from excavation shall be deposited off of District right of way unless appmvetl by [he Districts in spsctw. 6. Use rock slope pratectlon designated as "ligh t° per to [es[ edition of "Coltrane Standard Specifications 6ecfian ]2-2.02". ]. The ou [fall pipe shaultl paint perpentlicWar io the creek Oaw line ar slightly downstream. GROUT DETAIL rowN aF Los cATOS srAND4RDs CONCRETE CURR AND ClIT1ER CONCRETE DRIVEWAY MMOUT PLPNIER STANpARO MONUNENi CATCH 8451N (SOQ TRENCH DETAIL TRENCx DEruL xpres SWALE N.T.S. ENERGY DISSIPATER N.T.S. va ~ 4 219 333 J03 1 ]OS JO6 CONCRETE SWALE ~~4' MIN. ~ -_- ~- ]' TO 6" ROCKS 8" 1HICK MINIMUM HL1ER FABRIC RACK LINED SWALE x°~`~i - ~6'-8' ROCK - ,_ .~ COVER PERFORATED PIPE DRAIN PIPE WITH LAYER fK ROCK :~ .'--:::5 . PROVIDE THREADED ~Y ~~>~~~' ~' END CAP AT EACH END .~ ~~.v ` POLYESTER R' PVC PERFORATED ~- PIPE WITH HOLES _ UP PLACE PARALLEL ~-~~ - TO CONTOUR ~ _, "= sLPLE, xDR DETAILS '°- "a . VERi. WESTFALL ENGINEERS "°°`b96 -ES I6NEN JL 2Y: K4REL CYM9PL 4 RCE I NC. ~ L C EC C , 3 534 pPTE~ 145R3 BlG -PSM MPT SPRgTDG C 9 ANDS ~ F DEN D AAS & BLUE SXEEi PROD ENfR r . q, q 50]0 (408186]-W 34 LINO E LOS G OS 2 pF ] PLAN VIEW B111L-0INGS PAVERS PE~GBICIl BUILDINGS 16,101 S.F. STREET ~ SIDEWALKS 403 S.F. 71,311 S.F. ORIVEWAYB - 1.788 S.F. 1,970 S.F. WALKWAY6/PATI05 413 S.F, 7,222 S.F. LANOSCAPING/NATURAL 66,558 S.f. i I i I I i TOTAL fi8,774 S.f. 2.191 S.F. 31,604 S.F TOTAL IMPERVIOUS AREA INCLUDING AREAS COVERED W7TN S1A(-PERV10U5 MATERIAL IS 33,795 SQUARE FEET. 4 6 5 ~~ sQ e 7 tl 1w Z~Z ~Ia ~ ^~~ _• ^^•• - su umn "°°"""'°" °" '° ""P5 9Y ppTr - pPTE- DECEMBER 9, 2pC ~°ALE: NGR 1•=20- - MPERV I ^US SURFACES Jp9 N0. . PERT. WESTFALL ENGINEERS INC I 2001-000 pES IGNEB~ JC BY~KpREL CYNBOL RCE 34534 , TRACT N ~ 1 0 0 1 2 SHEET CY.ECKEO~ KC , pATE~ 14583 B[6 HASIN VPY, SpftATOGA CP 9501p UOB)B6J-@44 , 3 . L2NpP VEN ~ LOS GPTOS pE _~~ '~I `I ~~`, ~` - as iof\~ o wrwr scrEA `unurr°T~s`-uNEx°R>f_ \ ` I ~ `1 1 I ai 1 f I 1 ^ ~ l~ ~. ~\f~ 1 ]aulur~~r wr~ COLHOUR \>t\\ € 1 ~ to r_v `\ ~; ~Y`~` 1.. ~<"h ~\\~b~ mNUw.nz ~4"~E~TaI ~ "~ ~ F ~x`r4 ~ ~ ~ 1 - 1 ~ $ \ _ s ~ ~\o ~> -- ~- '~ \~ ` a / ` i 1 s as I wPwlw <axcvr 6PTINE PEA EWSV5rEN5 I, 1\ ~ ~\^,~`~ , II N / / ~, ~/ ^: q'v.s n\Y4 11I ~0~ig ~V~~ ~ 1 \ ."(46 ~\ qw ~ \ _ \~P 1 ~N~N ~~ ~ 1:. ~\ n x ~\\ `~. V\°. ~• 3 ~`~\\~\ is xa,9•al BRA9B ~ `~ \a o aE oEa~~;m ~ ~ ~,~ oarox `~: w EEC .AO ro scvao as .x EeF w 9,6g0 zq. Ft. E%. rw Cs eu+u E% IMSAMIaRY SEMX FP91ENt ~ NOTES: ORIDN \\t Owners: Daniel Blue \ Mission Woy Partners LLC C/o Terry McEJroy 214 Almendra Avenue Los Gatos, CA 95070 / Tel. 406-399-4460 wr J Engineer. Westfall Engineers, Inc. u~xT c:- scow rr:F.u 14583 Big Basin Way Saratoga, CA 95070 Tel. 406-667-0244 Fax 406-667-fi2fi1 Assessor's parcel numbers: 523-25-076 & 020 Total area 2.35 acres Utilities: Water San Jose Water Co. Sanitary Sewer West Valley Sanitary District Coble N Cammst Telephone AT & T Gas and Electric PG & E THE S1E DEVELOPMENT PLAN SHALL BE CONSISTENT WI1H THE ENGIN APPROVED PLANNED DEVELOPMENT AND Y4LL BE EVALUA"fED DURING THE ARCHIIECNRE AND SITE APPROVAL PROCESS. NO STREET LIGHTING IS PROPOSED. ~ , -- - ~-p-~~- -_- -r~A '~ vYE ~ -_ ~. s cr -c - / ~ ~ ,e s4.1~ /~ ~ „ t ,, 1 ~~ i , , j t / ^( i //~ ~ /QS Cy -~ ~ / jy / fs / \ bb °lm~S' ~'~ ~ ~ ~ _ ~ 7~ ~ / i f. / ', / !x f a /\ - / I ~ ~ t I ~~ /~ ~ ! i, I / / ' ~ I 1 I~/ ' 3 q' 1^ ' I N / ~ ' ] 895 9 TL~ ~ 9S n t J )m ~/1 re `Y 1 / } ~ a 1 I , 1 . 1 C.INDArA~NUE a. $~ pws-ruENT'j.(Ga5 cxpuE pROp05E0 A[ =c~eamEl --_____ eawwc sEre..« uxs NRI 6MOLEY PaPMp:G EaSELENi 00 \ , " \ Y 911 9 a9. It. e ~ L,ui Cc SpEwuit axo au&IC unutt FASTHExi 's \ t v~3. ~' \\ ~. 44IJ 11~"`. .. A. 1 IDE\VALK FASEMENL E%ISPNG CflOUND TYPICAL SECTI^N PRIVATE STREET pWVaIE NGRESS E4AE55 GSEYEMI E ENE3~FNCY VEWpE V.SEMENi SCNN Y EAkNGT•NNiEN,]ICE ~~~ aOPD t05 OPTOS - ~Pg~' I o e a ~, -- `~ '\ ""~ ~~V ' 1 UMIT CF 90EWAIX EASEMENT i \ 1 \~ ~ ~ i ~ ~` _ ' ~ "°`~"` VICINITY MAP ~ 1 _~, R,. / / i e \ 1 y S -. F N _.i\ \ 1 l \ \ -. ~ \r ,''<M1M~ry AREq 11 \ I 'fJ(+] .._•r r/ 1~ ~ ~. \~. \ +\ - 1\ ` 2 \5140. H~1 11 \l n '1,~ O f~ /~~^//////~~G// /// / / ~?' ~ \ \\\~ `. G4 ~ T~-- ` -°~el_j~ac ih T,~+%~ 1 ~--..(- i_L j / ('" , '~ --~ \ a - ,,k •\, ~_. a\, i l.T,` ~ , us ~ - ~ /~ I ; ' i '~ BLUE ~' ~, ~ \ ~ ~ :. \ ? \I j~t 18. `l~ I~ l 1 ~.. ~ I J9.919 s9. IL ~ .i V\ 9f+ \\ T\~~~ l~J\ , is , il~' Ij L'~I I /~M~~II ~ \~~ - ~~\. +o~`~ ~ ~ \\ G \\ 1 .~ \ 71 ~ 11 Ili ,II '"^ ~ \ ~.zw . li ,II, 1 ~ / \ ~T.~ \\``~?._ 11 vx ~ t li" 1 Ii ;e1 R ~~~ I:z, S'Twuo.gx,f, 1.5",z" 1 \\ 1~ A. \ F+ ~~ ~ \ \\ ~I \ [aAmA°S"cros'`s uE~ L, q~\` \`, , 1 S \a 7~ - \ \ \ s. ..`~ ` ~ \ \.\ _ \ ~ A ~ -~ \ \ _ \' - s'?r•V x r :1~-- Y" R3057 < 1 1A _ • 4`"' i 1-1 1 _ ~ - - - -_ - E°D9 4 TENTATIVE MAP >afl"° '~ WESTFALL ENGINEERS INC. P°°`-D96N BT~KAREL CTMBGL, RLE 34536 ' ~ LANDS ^F DEN DAAS & BLUE SHEET OgiE~ 14583 B1G BASIN VPY, SARPTD4q, Cq 950]0 UDD)B6J-0244 q LINOq AVENUE, LOS GATOS °F q -, ~ : ~ \,~ ~- ~ ~ n -- __ £ . / A L ' 1 ; 1 , , 1 ° ~ ~ ~ 1 I I ' ~ - L T\ / // \ MaGeh99YavdexM nc F~ ~ ~ . ~ s .n. ~ B A9ecmea Fte yHnml6uigTx 1(~,-J\1~'1~ , 1 I ~ , pawga Om BeLdx/ ~"aJ '~ es. abez Nw6w. 1 n3 `, ,~ t 1 ' ` /~ \ :~ ro / P \ / ~ ~ 1 ~ `.. TW /tanl HV~ ` '~ ` ' _ ` Tea F ~{aIU aea an eppmrvmb >7~ RefxbRpubn EiJivommlFbn ` EyNT xrryto.eeuaea MO.lry: \ \ \,' P~Iy M'wgarylme. hV. ----------~---,``` `\ 1 w•nyxamsarm,m~aremx:9.ne .exmRba Fn.... s.au.z xLa ~M1 '1 .~ LOTi ll LOT2 -~L- In -+_ LOTS V\R\ •n ~ +~ e / `i- ~ e \` - ~ '. I ~I ~ 1 1 1 \ ~ / LOT] ~ i r--~ , _ ,1 .: ''_=/ }~ suave mxw3mrr.~.aw. _ _ 1~.wm a:a~~~-s~a.aw _._ _ -- __ __.~ n I 1 / ena,.a,uF, •+'eNAPUi eau. y rs _ - 1 / _~ i~\ ~ \~`' 1 I 1 ~ 1 ~~ LOT 6 1 - - ~ \ /\\ r' ~I Yutr44 NMwW9hvW ~' .n ~1. ~ '„ .. ,,. u ~ 1, ~, ~ ,, . , I 51__r ~~~~ ,~ r ~, O \ r ~R~ ~a~~~ ~~~~.~_ a~~.~.~abs~x ~o. •n~~ \ \~ J I I I LOT6 ~ I i x.a.vwFm.®wrebmmawaxen ~ I _, ~.~.F~a~gsab.,, PLANlINO LEGEND TREES LOMMGN NPME QTY SIZE n ~~ m~ n uermw s..,mxa s..me.e s xea ux..~® e M a ~ x~ n oq w~.ne• sm,.mvm . eraa ~a R ana'fa R~+eW~'~L •._•IIn Crt xm. i saaom ~ ~ j x~ rn ~.sa a R TAbN+mYU &fimxeu B ~S[m Teo MaMw'laMa Mi.xe^v/~ GWiOeefeYe bR~ ni a..m.ax~Farxxv...i ramin.ms rz ama nx awi.w.nea*.xa..n ~revxe.. .e eaaom SHRUGS PNDGROUNDOOVER CeaNnn'1eh U~' Wvlhe e9M Yd~v®r.nsCrvf /uqe Yilalxq.BN 9a~ r,.wms..m vaa~xsRµaa 5 sa ~~ ~ e~~ ; ~x ~x ...am. vaammae ia,de. vai aw...,,.e~a~e,ev x..ua wriss ' sw~ su..oaa.am s=ea m e m. vI + I wswa s aw. w . ~mne.=~ w ~~ nA+..a~n 19L meu Pxw~'aea fa~NGm ~9a m®mass.ma. x.i~s ue.~.a+...~a .e+ aeusn sagwenouea. 1ev PLANTING NOTES m~mnaaxw~vb wvry ee:muv aa~HS Yum sves.x u ~.muxamaen.nmw~+auu.mxrmpm.ao.a,xam s' w.aNSmec v~Fmewmm.,~.a,-muau~.. .a..m-~rea..,.m~,w.eae.rm.amva~,u, ~ m ~ m m. ~mwm.aaaba.wm~,m.. .e o~ aNa ~ aw a. ws m ~ wa w~.a ema rmF saa z u ~,.... •~a +'~bevavu aaravarryw.wpmvtce5.aswomymevnerem mmm avb++ewwwmerFvwm.m.rtiwkgw~InwbamuNrwmwmw ~ ~~ ~a m Me~xwvu vw mmm mamem. bawasa~ ' Re ~daOglmOVChayp®ne41yPx6xIP. Tehgd a®1¢Nymrtvl ttKi w rv9vanwub~Vw~i¢bA~n W vemS.MNlamM it ivm/ImGm: ~,ma ~ma.mm m~aea,a.Ta n,a ea.ra.,... re+ae~ew,amxa'n, w macaw rtmnmxn. wumaaum/amaxpuem 5+®vnen vmpxT xmvi+.av®re xa aaa~nuaxs®+r:w.a. \ LOT6 i ~ ~ ~ ,1 , . ,~ I \, 1 i ~, ~ \ , ; ,e , ~; , ~ • I ~ ~ / ~ / \ ` ! I w 11 e ~ ~~ ~_~ 1 I ._~ _i - - \ ` I e ~ ~ a' e ~`, a ay0. 9 ~ = Oo A ~ ~~ M ~ 60 W y l~ m ~~ n ~~~ ~a~~ i m a ~' U m o a m J L o b u - - ma~% a~ a U a J V0: L-1 %/ ~ ~ 1e~ ~.'~ `\~ ~r ~l 1 1 -~ '~ Iqx I / \ ~ I xm 1 \\_~ -_ - - \/ ~\'~ / w `O I 11 ,I ~ll 1 i I ~ t 1 LOTS '. i I I I I \~ ` 1 LOT4 , i ,~ it I J ~<~ ~ ~\: ~~ f` m I ~ -_ ~~ ~ m w / I as nolbt6t, 1 C J _ > nm n \ ~/ I LOTI / _ `~' \ ` x L xm ~~' ~_\ / \ I ~ >4 1 Extsbng trees b be removed b ` / Xc ~/ /'- \ ~-~ 1 I ° a]8 Fs'sG~g veea m remaN ~ 4 \ ~ ~-- '---T ~ ~ „ / 1 \ ( e .~ ExisUtg trees lobe / transplaNed On sde. 1 ~m I \ I \~t - / V 1 ~ t ~ '~ ~~ ^~ ~_ ~ ~ ®~ ." n -~ I ar x~.t '\ - I ~ / ,~ ~ a~ i ~~ 1 ~ t :t a I I ~i 1 /- i ~/ Lam, LOTS ~~ %N _i r-rl I \ m \ % \ I r~ W ~ / .i ~ ~~ ~_~ ~ v 1 1 1 ~1! 1, i~ `~ I . ~ J \_ ~ ,,- i EXISTING TREE LEGEND IILi ~911! 3YM TREE SPECIES SIZE CONDITION DISPOSITION 1'evY1M W4 IV ~ PnYn P o tl Wn11M 4tk FN x¢n'n I R Nw+YMW Fv Plows ~ ~ p SMt6»rGm 4 YagM Puaa o ^~J ~ YI Cm41M Wk S Fm Rtlm ~ v E CmAlie 6n S Frc ~ ~ `~ mare s ~~ R. ~ e FY vl\e 0& S,' L Neal Re~1 J`• Ccg 4nOVF r W. RYS Q a x coaaureaa r Fa~am Rtrm ~ $ Ro woos mR Y Fv R~ • ag FI ewAlkaOt S Frc tl ir5 ~ 1MON i M R6dn ~1 ~~ 9 ne lMtik 6' Ewq'vitl RmWW 01] WMV%Pq's S P Pame 4~ i19 Im~NTy PqA> ~ Renme 1R.b_. /19 ¢w4LYe ryk Fire Peiue $ Y10 Cw91M W4 S ~ imega0 !4 p1 SMMnMpn?a S Pm Rsmmv iri FtS GW1RM.w.Y F Pre P9aN CavyWVtlea4 Pffin al' 'v¢pCad Pmvw rz. Caayl9m]Oale PYm 32 FmNuY Remme 25 Ce+YRVMa1 f 0.arae [[~~M1M1 ®~~ P6 ~anWn 6 Fa 0.mv2 n] Poe Rervne fta f M M§Af Pme Pvn-a ~ ~ m - r FH Rmpe ~WOt tp `"°° P ~ ~ ~ P„ Peme cl, G s g, c mc w . ~ ~ m cwnl ..am n' ~w TarMM r ~~,~ a aayv +1' Far 'R a. wry M+aa W] ytLL Pw Ranwe YR]p4en Pm tlE Mgt S o~ Ilmvra W RR~r WI Gprb P EuNba Puwre Ga11MOaY IS M1e HY'n ~ CoaLLhCm C Fm%aW TmWa1 IM CuClm Oek E`¢ryavnY Tms/ Gast Ne Wk 945 1S fi¢}9oty pedn Miw H' Frc 0.anwe M NzYrfa T FNe Rniae W Cmy4.a 0A IC Pre PNit ~ NYyeq Y!&av NYp'q YAW YagYW Fse Pe'~vw .. Z Nmtl 61 Y usSN Pemvn O Nurrd # W9YID h Ai Pmt 6 MNnA Mew.e W ',. Ki 6WdlWWU Fv ~ Yyry{fre G Wa¢gNSN 6 M e Ruvn SbePre W rS N i Ranun mbiSbePn C Fre GfxAYMrv6 1P Abg6d Peve ~ 'a RFrwo w Con1AV Fee ~ rsno.helaSwn.e a - w9^i Rmvn 3 € E CA tlaPom Warn Fw 11LLn ~ ~ O ~ Un U ea+41Ae C:k EmgtaW PCmI 4n Wk ~ F FmY ~a ReaN o (Q _ ~ uaan Pam _ C (O~ tla/ C3yXSegryv Par Pa'm ~ :claN Plat Rum ~ J (W V/IW T Mm4ttl Re&%n e' Rio YM v S Fn NOTe S Fve Red'n d Yrl 'fAO v 6 iYe Rtlsn . Wbx W aagaW Reim ~,. Ra9~a RB Nfovu S t R ~ ^' ~ _ Wlbx Rn as Pm ' R € 5 ~ _ a a x~,,,a ~ o ,Y Rmme b p ~ ~ a~aera Pe e ~ ~ ~ -% {g Jp3respprNy ; aa~G Remwx 8 ~aw.PRt ~ Pa Ram ~ RaL Ore Wt Pre Rmn Rnv ®~~ finStlte0e4 SS Foe . SNr WNY Pas Rervre ~ NMV5yrb3 IY Pm PHan V.W.r$aau C Pw W] YAbvSptl¢ 16 Put fl~ NI NT SFmee- ' t6 Mm9ta1 Ptlain ]viwvibeGUe ar cocusat Faf Pre Rama Rtlan D., N1 CmstlMOy 6 F 0.Lm F3 Ceve11MON 6 F Reim f96 CoartlMOrt s ee Pede ` N] Coal Lle CWt Frc F- Cmtl 4w0& 6' Fw ~ h fnert4.e 0II Yim' Cmy1Ae0A e F 0.tle'n ~ hr~~rv N ~ oz c ova Ra.e, r fl m F ~ F X Grrt LN Od[ atw S ~ X am.. ~ W •Seeaheet L-1 br Dew lOCatlans of hatuPlanted trees. y ' ' • See NbOtiwiwral Relm tttortree proteclion vusWU ORS SHFFrNO: •PUrsuRn[lONe request byfne Santa Clara Valley Wafer Dkhicf, SamRpS enau be btaP rtem tree an aaa lass b replant a m PalaRCa L-'Z ule dPat~P mmtlor. Tne woM anall ba PartonRea waer me airewaP aM supernsion Ofa biobgical wnsuPaM COnsidercultiigsfian an oMerspeciman frwn lne greater Guadalupe River Waters hed if the mlerea t..,rtnm~ ar rcee an i 5 eel aan anla fw omoaaauan. ~~ y= s o~ s ~, Qe ~ ., a :a x~ fi z ~~D.Y`°v^cy b~^~P um `"b4~n ry u~~~ ~§a I I I ra I {-fi O Section C-C: Bioswale, Garden Wall and Split Rail Fence va° = r-0^ r a m Z O w rc ~ mQ U pn m _- a w - c ~~ ~ J a e fi ~ s ~ d 9 2 k ~ ~ lama w.m~ r wp.me ~ ~a.xm wmre~.y~ N C O .~ U7 N Section B-B: Private Road at Lot 7 v va° = r u^ Section. D-D: Screening at Lot 1 va°=ra~ L-3 Section A-A: Mortarless Retaining WaII at Cul de Sac ~J va^ = r-a° ~nRr~ ~4J~~_ mp mnru as a.y.a maaaN ~ mp m aom ::zwaam~paeeae'.r ba Mtl ReY ~m~,nsra~n>a~uPP.,,2a.ae Lfin ,2' qa. puretl u p~ mne M1ntrg RmGq m m az ~i zs amp n, mmFavia am ROTES: Po56 LU46e 41FSCCebhtl ACO preaeue Eea6tl arsy.e N. OD e1Mf xcaa Nm M FSG Ca9 EM migLmnLLeaa,vlw„ us•: not appaa wh'a~a mc~.. rLpnr~lm.a mPwaLEaea. ~ 6' High Good Neighbor Fence re'cel.acanwa `1 Split Rail Fence on Garden Wall ~J a' <o~rrem pM+s a a• an Lay x m~maa .>.,nym.. m. v:a near®ara ~...wY. no-am. i2hemLaa~ bftaaemaprvwrea°b, ryp.Reermplalemrvomnea pK bYOK PmMel2 weNarsse9aMMa8ei{vrh W iR' Otai1B'Mga1mMYetl® ICOeN •ry+'.flm gPwahrve alw+e eN. LO' W. SIarAaN P¢MtN:ftaG 9ai mlea KAlllxlm aWenA 1YP~ ITI lk ~ ra-~-. a =III= III _ p LO ..a p _ o Ro =11=111I'I II / LI~~1- III~iII~ Rao.m maa repmlwae wmgmx re~mam'm~"p'w.Immerenm.ee aa~ ~l Concrete Paving -Sidewalk ~J B 7 ' ~8 O {v ~ C ~m Q e §° .~_1 ° 54 .7.' ~ ~q y ~a m ~" ~9 '~ ~,.: i AC pnin3hyghv. IYWge mrctHe Lent wIJ µ pars qnL 6 Mtlv®1Sec~ [ry. Cn1u To male aR v W 9+dc ®mahaY. O 1 W K 1" O E U v c ~ J e° a e 5 $ _ - 3 ~ g ~ o a _ , c lC ~ N U N r C ~ w ~ w x m L-4 4 Permeable Pavers at Driveways i~ ~' e 7 ~ ug o _ m~ (7 ~ V" C] e ~°_. . °' a sLL • s~ x ; ~. ~~ a$ z` n Neighborhood Entry Feature -Front Elevation ~J 3n s„ =1,_0„ n Neighborhood Entry Feature -Side Elevation ~`J 3n s" = r-o" ~~ w Q 0 0 N 2 ~ mo _ U oa (0 9 - _ II w C_ ~~ rc J ~°`o 2 a €s aE E 5 U _ m 9 N N T C W U N O 0. NO: L-5 n Neighborhood Entry Feature -Plan View U 3716" = 1'-0" ~~,~~ ~ ~~ ~ ~-?~ `tom _.__ / ~~ ~ ~ ~ ~ ~ - ~ -~ ~ ~ ~ ~ ~ S s i ~ - ~~ h MTSM~ -.. remfig9N.MP. ~,~/ Lot 1 Conceptual Elevation IE19~.M SYM 90TANICAL NAME COMMON NAME QTY SIZE n waaw..,z rn..,Paw ~w~ xm. n v...~ems~s ~e.r x sm n enro maw r=r=.m uree a w-w. v wu+o+~aa.+ zm,~vm. ~ ~aea i~ 0.' V& v $~ P U$ O `~ 9 °; • ~ :x ,.~ 5•. x ~ ~ ZP ::ter ?a ry AiaW ~ r a N O N r< r Em o °' U ua _ ~ $w 9 C GE ~ J E a e s ~ S _ ~ F ~ ~ C .~ N N U O ~- \ I ~\ uL i \~ ~~ ,~. h '~ _ ~ s ~ ~~ / / Trrrr~rlTrrn if"1TfTTrn-flit __I~_,__~i .~a~~~~~~~. Lae~us laNlLa'Sarataga' Geijere parviflora Ce~cia c'Famst Panay' +o: L-6 ~,L~/ot 1 Screen Planting \J r=m'a Lori Creek channel, typ. Building setback line as defned - by hiologist, typ. \~ t0'Wide Ripadan buffer, typ. Ripadan zone as defined by the Town of Los Gatos' environmental consultant - Building setback line as defined by California Department of Fish and Game, typ. I LOT2 -- I~D~C LOT3 \ ~\ i ~1 -~ .' LOTP i I 1 _- -_~ --~ '; it )~) LOT6 1 ,1 ~\_., ~ 1 ' ~\ > ' / ~ ~\ / . ~ _ _._ ~ ~ ~l 4 / i I I i ~'\ LOT 5 i ' ~ I ~ . ~ ,t ii Lora ~ `l I \ ~ / 1~ ,~ ~ J / , %% ROSS CREEK RIPARIAN ZONES ® RIPARIAN ZONE AS DEFINED BY THE TOWN OF LOS GATOS' ENVIRONMENTAL CONSULTANT ~j/~~i RIPARIAN BUFFER AS DEFINED 8Y CALIFORNIA // i DEPARTMENT OF FISH RND GAME BUILDING SETBACK ASDEFlNED 8Y BIOLOGIST I` ~& o r ~~ o- t~ e ~~ A. ~ .,~ ~ s ~~ s~ '~ <_ z ~~I ~:°~ a ,i ~ €g U °` ~ 'w C ~~ rc J 8 's ofr - b a 3 - ~ ~~® N Y C ON N C U m N o ~- ~~ N SHEET NO: L-7 REVLSIONS ROOF PLAN 712 YoaF slope v. n.o. - _ I/6"~I'-o" SECOND FLOOR PLAN FIRST FLOOR PLAN I~°`aO-~' - - - ~(8"`('-o' f,b2ob + 44Dgaragad - c L'Ee~ :'4 .° `s 3 a °. .a . ~~ - k [`-`=a ~ a:ai-e r;~ a a~~ a ~~ ~ U ' dq Li p . \ ~ 6 al ~ y a" J 4- °o 0 ~~ H ~a ~' t N N o N ~. o c 4 ~ ~E ~ ~ o D 1 ^ _ i 1 ~ r- -- -r r-------1 ~--t I I i I r~ i REVISIONS BY E ELEV. br~~k Yeneer wall yldmg h~yh def. anphaf tfoaf Sn~ng~ey painted wood trim Smooth {m~Hn I atv~eo wall 1 ®Idm9 Wood ehvtEerS FRONT ELEV, ,~ :E_ :'c€a'E~ '~is`. ~a °`~ _~ F~~ U~~ REAR ELEVATION ! VI °~ Acn6 ~~s ._ o. .a a o P: yi ~ N W m ~. _s 0 s ~ z F 4 a N ~ A D DESIGN SECTION A. I B RIGHT SIDE ELEVATIOPoI I~~°a~o ~° ,._ ~- ~ ,: : . .-. - 3 ~ 17~-6° ~ Zb-m° _ i 2_ _ - - - ~ 13~ - - ~ 1111111 4 -- - ~ ~ I I I I I t 1 m -. 'o -~ T. ". I I' V I I I y I - - 6 I K I ' 5 In , _ - i; ~ l.___1 ~ ~ D ' ' ~ n - ~ _~ 11 I ' ' N _ N L. I . . _ a ~ W.li, O 1 ` I . .. _ ~ - ~ .. 0 . - aa. I1 a ._ _ ~ Zo_L' I li ~p. ~ _ . -. 9 i'~ - D ~_ - ~ M - _D h ~ ____-_ +r~ F' ii i _ - - - II n I L, s - -- _ _ _.. --- f - - ~ P I _ p - I ; I i ~ ~ ~ I' - - n 20-(o III-o 5Ge<ien 156" 3_.. FIR ST LEVEL FLOOR PLAN- - _ _ '-" _- " ~ - L'bg3 +" ¢g5.13 garage. - I/B'=1b~. _~ =- S e~ bnck veneer -~~ ~~ ~=~ = ' ~~,~;~ ~• - -- SECTION A REVISIONS Cn.14.o8 ~.o. ry. aye II $" I `o" 1' = 1 `o" i q' yq. wood D I~- ~~'°; r BeEEE :•s~?a:a s~ s ~~y°m - e.F~°saFE=. .. "a ° a`= si° m ~c~~~5 SECOND~LEVEL FLOOR~LAN - i 660 d ~ ~ I/B"•1`p" ~ - 44 pn IoSp~~ ~T.•- i .. -- --__ /b=a~~-- ~ i1d y _ jj®~~ ~ 4° v ~ C) '. gook terrace ~ ~ `.\ ' ~ vi I ~ ~ ~ _ - ~_ tI--TI -I terrace. ~ [ e! ~ - I ~-- _ _ _ ~ . ~ m.bedroom ~ ~ cd ~~ J . ~~ 1 20:6" °r. ~ ~ 1 11 ~ I~.f'aier I' -, `~l//I/!~ O f ~~9 yara9e _`N_ I dmin9l._.i, . i - I w, ,.. _uP _ ~ / m b~. i I ~ I ~9 Covd, omYl ~ Hall _. 1 _' ' - - w qo° m _ _ bdrm.LcWdy. ~ m ~ a- . 3~ ~ ~ ~ w ' h L v o o.. T3' ~ < ~ - B 15'-6~~ ~ Zro" 4' ~ vsi ~i C G 1T-0" -~~ o z l0 20- . FIRST~L`E~ -FLOOR PLAN: ~'~ ' ~ L-'1: *-2,130 th+ 651 d yaraye -- - I/6•• I,,~~~ _ ti. p 7_ TAj~-v-y._.. .~_+._. _T._$.. - . ~ H' f ~jl`l ~3 LE 1>~iL . ~~ 29.10 ~ pvch- foyer family ~~ San l.Fa ]t ~~ / P0.n Gau 324 . Ev GPD 3Ut.i. ~ ~ _ ..4- ~ _ -'~Ev L a 310 - ~DE IGN SECTION A - arson ..-. bedroom s4ay hatl bedroom bdrm.~5fvdy m. biLM vn. bedroom y'. - - ~_ > DESIGNSECTION B „g•_,.o {~Q°°Ii O~`. REVISIONS RY - to.3.og db G.1~.IO db z'm~gp€ ;4:~ =m pia w~F ~9@~ a_: :~ <~a`gs~ f= _ ~'ga 's `s OiY~ele IL . TIAI 4Q U Vt~ `~ . -1~d+ TTy~~'~~ 6 KS b4 Q J o ~ u o m ~ ~ -u N v a u = ~~c~~ e~e~ N V~ D 'C -RIGHT SIDE ELEVATION 3B woad shingle wart md~rtg S ~LEF~` SIDE ELEVATION ~~~~„•.o~ ~~ ~- _~ .. ~' =~ ~' _. ,. ,. _ ... ...-mss. . - - .. ~ - . ~ _ '. - ~ .. - - . " _ ~ . _ - EAST ELEVATION" ~ . ~ - _ : "- - . .. ".. -.. =~~M=~~ , - . _.. ._ - `p - ' .. 5n 51~ r SECTION uue ocsrr LOT 4 EIEV~TIONS ~~- ~`H~&" ~~ " r. r r Is - 7HOMRSON ~ 1 - - ~ ARCHCfKR `-- ~ MCELR"OY • LIN~fl COO.RT ~~~r~o,~b" 4 AECr~UNS BY i L 9.a~" 2gy~e'~$ ~e~~,S ~~ o~^g$~'~ r, ~:~$$~~ C` .~. ~ " ~ - ~ w ~, ~ :~ ,: ~~~. ~~~~ ~. ~ ~~ ~~ ~~~ ~~~ ,r 1,9008 --- -_ - -- L®~~~~. ~ lmwF P2t4 G4Y n. aF a~ 1a 2a - b]I_~~'rr~ngnn~n{ ~ n `I ~ _ 4 .6 4 -- /.:.: y ~~~~ wood ehake roofing m8tena,l -~ .woad 6nm¢ gable arnooEh finish atvcao wall hiding kood plaaEer box s~~~ ~!~ ~•Q -~•. c d°a sdRRgg ELY ~~~~& `~~~ ~~~$~ -~ P O ~~° ~~"~ ~ ~. ~ ~ a~~ ~~~s ~~~~. ~: ~ ~~ . -~ f I - ~: _. ~. ,.. i m _ n ~, °/ i j w i fl / N - .. O. ~ 1, 6 _ 4 FIR57 FLOOR PLAN inosF. ~4,.6. 32~=~„ LttT ~ P1RNS -__ - O MCELROY -LINDA COURT 1 `, ~i~\ LOT 7 PUNS MCELR4Y - LIIVDI~ COUkT C P THACHER & tiiQMPSON siACFif7ECiS JUNE&2006 I ~ ~. ~- i'_ ~~ ~,. i 1 1 I ... I: r~ { I I ';. .., I..- __ :_ -. Lr# .._ _. .. .. WEST ELEVATIOt~I ~ ~~~~~~ _ LOT 7 ELEVATIONS T~~+ER& ~_. MCELRDV - LINDA COURT ,~r~e,:~6 _-