Loading...
Ord 2215 - Amending Town Code Effecting a Zone Change at 219 Bean AveORDINANCE 2215 ORDINANCE OF THE TOWN OF LOS GATOS AMENDING THE TOWN CODE EFFECTING A ZONE CHANGE FROM R -11) & C -2 TO R -1D:PD FOR PROPERTY AT 219 BEAN AVENUE (APNs 510 -44 -028, 510 -44 -083, & 510 -44 -084) 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 and supersede Resolution 1985 -47 on property at 219 Bean Avenue (Santa Clara County Assessor Parcel Numbers 510 -44 -028, 510 -44 -083, & 510 -44 -084) as shown on the map attached hereto as Exhibit A, and is part of this Ordinance, from R -ID (Single - Family Residential, Downtown) and C -2 (Central Business District) to R -1D:PD (Single - Family Residential, Downtown, Planned Development), SECTION II The PD (Planned Development Overlay) zone established by this Ordinance authorizes the following: 1. Church and school services, uses, and activities. 2. Construction of a two- story, 34' -2" tall, 14,136 square foot junior high school building; covered seating area; 1,200 square foot addition to the lower school building; and church - related residential structure. 3. Landscaping, parking, and other site improvements shown and required on the Official Development Plans attached hereto as Exhibit C. 4. Uses as described in the applicant's letter attached hereto as Exhibit B. 5. Lot merger between APNs 510 -44 -028 and 510 -44 -084. 6. Superseding Resolution 1985 -47 adopting Conditional Use Permit U -84 -017. 7. Uses permitted are those specified in the underlying R -ID (Single - Family Residential, Downtown) zone by Sections 29.40.725 (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 Page 1 of 25 Official 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 IV Architecture and Site approval is required before construction and site improvement construction work is performed, whether or not a permit is required for the work and before any permit for construction is issued. Construction permits shall only be in a manner complying with Section 29.80.130 of the Town Code. SECTION V The attached Exhibit A (Map), Exhibit B (Description of Permitted Uses), and Exhibit C (Official Development Plans) are part of the Official Development Plan. The following Performance Standards must be complied with prior to issuance of any grading, or construction permits: TO THE SATISFACTION OF THE DIRECTOR OF COMMUNITY DEVELOPMENT: (Planning Division) 1. MAXIMUM HOURS OF OPERATION: 7:30 am to 9:30 pm, seven days a week. Staff arrival and departure may exceed the hours limitation on a reasonable basis only. On limited occasions, religious services may occur outside these hours as described in the Applicant's Proposal (Exhibit B). 2, PERMITTED USES: Approved uses are ministry services for all ages, elementary school (grades K through 5), and junior high school (grades 6 through 8), and those described in the applicant's proposal attached hereto as Exhibit B, including Community Use of Facilities. The school activities operate between late - August to mid -June. The use may make its facilities available to businesses, neighborhood, and community groups for holding meetings and similar activities. Uses of the church may include ministry services for all ages and church related residential uses (such as a rectory). Uses of the school may include a library Page 2 of 25 and after school care center. 3, SPECIAL EVENTS: Special events are permitted with the approval of a special event permit from the Town of Los Gatos Police Department. 4. ARCHITECTURE AND SITE APPROVAL REQUIRED: Where applicable, a separate Architecture and Site application (A &S) shall be required for each phase of the Project. The Development Review Committee shall make the final determination on all A &S applications. 5. MAXIMUM HEIGHT: The maximum height of the junior high school building shall be 34'- 2" feet or less. All other new buildings shall comply with the underlying R -11) zoning district height standards. 6. NUMBER OF CHURCH SEATS: Maximum number of seats used for worship shall not exceed 654. 7. PARKING: At least 106 parking spaces shall be provided onsite. 8. NUMBER OF STAFF: The maximum number of staff for the church and school combined is limited to 53. 9. NUMBER OF STUDENTS: The maximum number of students is limited to 315. 10. ANNUAL REPORTING: At least annually, the applicant shall submit a report providing the number of students and church and school staff to the Town of Los Gatos. Any nonconformance to the student and staff standards as specified in the Planned Development shall be presented to the Planning Commission for direction. 11. GENERAL: All existing trees shown on the plan and trees required to remain or to be planted are specific subjects of approval of this plan, and must remain on the site. 12. TREE REMOVAL PERMIT: A Tree Removal Permit shall be obtained for any trees to be removed, prior to the issuance of a building or grading permit. 13. TREE FENCING: Protective tree fencing shall be placed at the drip line of existing trees prior to issuance of demolition and building permits and shall remain through all phases of construction. Include a tree protection fencing plan with the construction plans. 14. ARBORIST RECOMMENDATIONS: All recommendations made by the Town's Consulting Arborist, Deborah Ellis, shall be implemented to eliminate or minimize construction- related impacts on the trees to be retained. Recommendations are listed in the May 1, 2012; October 17, 2012; and January 10, 2013, arborist's reports. The report also provides recommendations for Protection Measures before and during development, Page 3 of 25 encompassing fencing, removal of hardscape, demolition, work within tree canopies, etc. Tree protection specifications shall be printed on the construction plans. A Compliance Memorandum shall be prepared by the applicant and submitted with the building permit application detailing how the recommendations have or will be addressed. These recommendations must be incorporated in the building permit plans, and completed prior to issuance of a building permit where applicable. 15. RECYCLING: All wood, metal, glass and aluminum materials generated from the demolished structure shall be deposited to a company which will recycle the materials. Receipts from the company(s) accepting these materials, noting type and weight of material, shall be submitted to the Town prior to the Towns demolition inspection. 16. PARKING AND COMMUTING: The parish and school shall continue the communication program educating the parish community about parking options, asking school families to rideshare, and parishioners and their guests to be sensitive to the needs and concerns of the neighborhood residents. 17. LANDSCAPE WATER EFFICIENCY: This project is subject to the Town's Water Efficient Landscape Ordinance, Chapter 26, Article IV of the Town Code or the State Water Efficiency Ordinance, whichever is more restrictive. A fee as established by Town Council resolution shall be paid when the landscape, irrigation plans, and water calculations are submitted for review prior to the issuance of building permit. 18. TOWN INDEMNITY: Applicants are notified that Town Code Section 1.10.115 requires that any applicant who receives a permit or entitlement from the Town shall defend, indemnify, and hold harmless the Town and its officials in any action brought by a third party to overturn, set aside, or void the permit or entitlement. This requirement is a condition of approval of all such permits and entitlements whether or not expressly set forth in the approval, and may be secured to the satisfaction of the Town Attorney. 19. JUNIOR HIGH SCHOOL ELEVATIONS: The elevations for the junior high school shall incorporate the brick details as shown on the elevations titled Reduced Brick Option. (Building Division) Page 4 of 25 20. PERMITS REQUIRED: A building permit shall be required for the construction of the new Jr. High School building and a separate building permit to modify the existing Grammar School building. Separate permits are required for electrical, mechanical, and plumbing work as necessary. 21. CONDITIONS OF APPROVAL: The Conditions of Approval must be blue -lined in full on the cover sheet of the construction plans. A Compliance Memorandum shall be prepared and submitted with the 'building permit application detailing how the Conditions of Approval will be addressed. 22. SIZE OF PLANS: Four sets of construction plans, maximum size 24" x 36." 23. SOILS REPORT: A soils report, prepared to the satisfaction of the Building Official, containing foundation and retaining wall design recommendations is required to be submitted with the building permit application. This report shall be prepared by a licensed civil engineer specializing in soils mechanics. 24. FOUNDATION INSPECTIONS: A pad certificate prepared by a licensed civil engineer or land surveyor shall be submitted to the project building inspector at foundation inspection. This certificate shall certify compliance with the recommendations as specified in the soils report and that the building pad elevation, on -site retaining wall locations and elevations have been prepared according to approved plans. Horizontal and vertical controls shall be set and certified by a licensed surveyor or registered civil engineer for the following items: a. Building pad elevation b. Finish floor elevation c. Foundation corner locations d. Retaining Walls 25. BACKWATER VALVE: The scope of this project may require the installation of a sanitary sewer backwater valve per Town Ordinance 6.50.025. Please provide information on the plans if a backwater valve is required and the location of the installation. The Town of Los Gatos Ordinance and West Valley Sanitation District (WVSD) requires backwater valves on drainage piping serving fixtures that have flood level rims less than 12- inches above the elevation of the next upstream manhole. Page 5 of 25 26. TITLE 24 — COMMERCIAL: The buildings shall comply with the latest California Title 24 Accessibility Standards. Necessary work shall be first investigated by the design Architect, and then confirmed by Town staff. 27. SPECIAL INSPECTIONS: When a special inspection is required by CBC Section 1704, 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 permit. The Town Special Inspection form must be completely filled -out, signed by all requested parties, and be blue - lined on the construction plans. Special Inspection forms are available from the Building Division Service Counter or online at www.losgatosea.gov /building 28. NONPOINT SOURCE POLLUTION STANDARDS SHEET: The Town standard Santa Clara County Valley Nonpoint Source Pollution Control Program Sheet (or Clean Bay Sheet 2406) shall be part of the plan submittal as the second page. The specification sheet is available at the Building Division Service Counter for a fee of $2 or at San Jose Blue Print for a fee. 29. NPDES -C.3 DATA FORM: A copy of the NPDES C.3 Data Form (updated based on the final construction drawings) must be blue -lined in full on the plans. In the event that this data differs significantly from any Planning approvals, the Town may require recertification of the project's storm water treatment facilities prior to release of the Building Permit. 30. PLANS: The construction plans shall be prepared under the direct supervision of a licensed Architect or Engineer. (Business and Professionals Code Section 5538) 31. APPROVALS REQUIRED: The project requires the following departments and agencies approval before issuing a building permit: a. Community Development - Planning Division: Jennifer Savage (408) 399 -5702 b. Engineering /Parks & Public Works Department: Maziar Bozorginia (408) 395 -3460 c. Santa Clara County Fire Department: (408) 378 -4010 d. West Valley Sanitation District: (408) 378 -2407 e. Local School District: The Town will forward the paperwork to the appropriate school districts) for processing. A copy of the paid receipt is required prior to permit issuance. 32. *AIR QUALITY MITIGATION MEASURE -1: Basic construction measures. To limit the project's construction - related dust and criteria pollutant emissions, the following BAAQMD- Page 6 of 25 recommended Basic Construction Mitigation Measures shall be included in the project's grading plan, building plans, and contract specifications: a. All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access roads) shall be watered two times per day. b. All haul trucks transporting soil, sand, or other loose material off -site shall be covered. c. All visible mud or dirt track -out onto adjacent public roads shall be removed using wet power vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited. d. All vehicle speeds on unpaved roads shall be limited to 15 mph. e. All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. f. Idling times shall be minimized either by shutting equipment off when not in use or reducing the maximum idling time to five minutes (as required by the California airborne toxics control measure Title 13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for construction workers at all access points. g. All construction equipment shall be maintained and properly tuned in accordance with manufacturer's specifications. All equipment shall be checked by a certified mechanic and determined to be running in proper condition prior to operation. h. Post a publicly visible sign with the telephone number and person to contact at the Town regarding dust complaints. This person shall respond and take corrective action within 48 hours. The BAAQMD's phone number shall also be visible to ensure compliance with applicable regulations. 33. *CULTURAL RESOURCES MITIGATION MEASURE -1: Alert Construction Personnel. Construction personnel involved with earthmoving shall be alerted to the potential for the discovery of prehistoric materials and in particular, concentrations of historic artifacts. Prehistoric archaeological resources could include but not be limited to the following: darker than surrounding soils of a friable nature, concentrations of stone, bone or fresh water Page 7 of 25 shellfish, artifacts of these materials, and evidence of fire (ash, charcoal, fire altered earth or rock) and of course, burials, both human and animal. 34. *CULTURAL RESOURCES MITIGATION MEASURE -2: Halt of Construction If Archaeological Traces Are Encountered. In the event that archaeological traces are encountered, all construction within a 20 -foot radius of the find shall be halted, the Community Development Director shall be notified, and an archaeologist shall be retained to examine the find and make appropriate recommendations. 35. *CULTURAL RESOURCES MITIGATION MEASURE -3: Plan for Eligible Resources. In the event that it appears further earthmoving will affect a resource eligible for the California Register of Historic Resource (CRHR), a plan for evaluation of the resource through limited hand excavation should be submitted to the Town's Community Development Department for approval. If evaluative testing demonstrates that the project will affect a CRHR eligible resource, a plan for the mitigation of impacts to the resource should be submitted to the Community Development Department for approval before construction is allowed inside the zone designated as archaeologically sensitive. 36. *CULTURAL RESOURCES MITIGATION MEASURE -4: Preliminary Archaeological Report. If the Community Development Director finds that the archaeological find is not a significant resource, work will resume only after the submittal of a preliminary archaeological report and after provisions 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 CEQA Guidelines Section 15064.5(e). If the site is found to be a significant archaeological site, a mitigation program will be prepared and submitted to the Community Development Director for consideration and approval, in conformance with the protocol set forth in Public Resources Code Section 21083.2. 37. *CULTURAL RESOURCES MITIGATION MEASURE -5: Final Archaeological Report. A final report shall be prepared 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 will include background information on the completed work, a description and list of identified resources, the disposition and curation of these resources, any testing, other recovered information, and conclusions. Page 8 of 25 38. *HAZARDS MITIGATION MEASURE -1: Abatement of Lead -Based Paints. Prior to proposed building demolition, construction finish materials that are suspect for containing lead -based paint will be tested, and pending laboratory analysis, will not be subjected to any process which renders them friable unless proper engineering controls and worker protection procedures are initiated. 39. *NOISE MITIGATION MEASURE -1: Noise Barrier. To reduce excess noise from the playfield activity at the residence at 30 Tait Avenue, the project applicant will construct a six -foot high solid board fence, or other alternative material approved by a noise consultant, along the property line between the playfield and the home at 30 Tait Avenue. The barrier height is in reference to the nearest playfield ground elevation. Figure 3 of Attached 5 of the Initial Study delineates the location of the noise control barrier. The fence will be constructed of minimum 1 -inch thick (nom.) redwood boards nailed tight such that no gaps are visible. Cracks, gaps, knotholes are no permitted. No openings are permitted between the upper fence components and the ground. 40. *NOISE MITIGATION MEASURE -2: Recommended Construction Measures. Although there would be no significant noise impact under CEQA or construction - related noise mitigation required under CEQA, project - related demolition and construction noise at the site could be reduced by using quiet or "new technology" equipment. The greatest potential for noise abatement of current equipment should be the quieting of exhaust noise by use of improved mufflers. It is recommended that all internal combustion engines used at the project site be equipped with a type of muffler recommended by the vehicle manufacturer. In addition, all equipment should be in good mechanical condition so as to minimize noise created by faulty or poorly maintained engine, drive -train and other components. Demolition and construction noise could also be mitigated by the following: a. Schedule construction operations that comply with the limits of the Town of Los Gatos Noise Ordinance. b. Limit the use of equipment close to sensitive receptor properties. c. Utilizing temporary berms or noise barriers, such as lumber or other material stockpiles and the construction trailers or other non -noisy long -term structures. d. Place long -term stationary equipment as far away from the residential areas as possible. Page 9 of 25 e. Keep mobile equipment (haul trucks, concrete trucks, etc.) off of local streets as much as possible. f. A noise reduction benefit can also be achieved by appropriate selection of equipment utilized for various operations, subject to equipment availability and cost considerations, the following recommendations for minimizing impacts on the surrounding area are offered: i. Earth Removal: Use scrapers as much as possible for earth removal, rather than the noisier loaders and hauling trucks. ii. Ground Preparation: Use a motor grader rather than a bulldozer for final grading. iii. Building Construction: Power saws should be shielded or enclosed where practical to decrease noise emissions. Nail guns should be used where possible as they are less noisy than manual hammering. iv. Generators and Compressors: Use generators and compressors that are housed in acoustical enclosures rather than weather enclosures or none at all. TO THE SATISFACTION OF THE DIRECTOR OF PARKS AND PUBLIC WORKS: (Engineering Division) 41. 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. 42. 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. It is the responsibility of the applicant /developer to obtain any necessary encroachment Page 10 of 25 permits from affected agencies and private parties, including but not limited to, Pacific Gas and Electric (PG &E), SBC, Comcast, Santa Clara Valley Water District, California Department of Transportation. Copies of any approvals or permits must be submitted to the Town Engineering Department prior to releasing of any permit. 43; PUBLIC WORDS 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. 44. 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 a walk- through with the Engineering Construction Inspector before the start of construction to verify existing conditions. 45. SITE SUPERVISION: The General Contractor shall provide qualified supervision on the job site at all times during construction. 46. STREEPSIDEWALK CLOSURE: Any proposed blockage or partial closure of the sidewalk requires an encroachment permit. Special provisions such as limitations on works hours, protective enclosures, or other means to facilitate public access in a safe manner may be required. 47. PLAN CHECK FEES: Plan check fees shall be deposited with the Town prior to plan review at the Engineering Division of the Parks and Public Works Department 48. INSPECTION FEES: Inspection fees shall be deposited with the Town prior to issuance of any Permit or recordation of the Final Map, 49, DESIGN CHANGES: Any proposed changes to the approved plans shall be subject to the approval of the Town prior to when altered work is started. The Applicant Project Engineer shall notify, in writing, the Town Engineer at least 72 hours in advance of all the proposed changes. Any approved changes shall be incorporated into the final "as- built" plans. Page 11 of 25 50. PLANS AND STUDIES: All required plans and studies shall be prepared by a Registered Professional Engineer in the State of California, and submitted to the Town Engineer for review and approval. 51. GRADING PERMIT: Grading permit is required for all site grading and drainage work except for exemptions listed in Section 12.20.015 of the Town Grading Ordinance. 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 erosion 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, issued by the Building Department on E. Main Street is needed for grading within the building footprint. 52. CONSTRUCTION EASEMENT: Prior to the issuance of a grading permit, it shall be the sole responsibility of the owner /applicant to obtain any and all proposed or required easements and /or permissions necessary to perform the grading herein proposed. Proof of agreement /approval is required prior to issuance of any Permit. 53. DRAINAGE STUDY: Prior to the issuance of any grading permits, the following drainage studies shall be submitted to and approved by the Town Engineer: A drainage study of the project including diversions, off -site areas that drain onto and /or through the project, and justification of any diversions; a drainage study evidencing that proposed drainage patterns will not overload existing storm drains; and detailed drainage studies indicating how the project grading, in conjunction with the drainage conveyance systems including applicable swales, channels, street flows, catch basins, storm drains, and flood water retarding, will allow building pads to be safe from inundation from rainfall runoff which may be expected from all storms up to and including the theoretical 100 -year flood. 54. TREE REMOVAL: Copies of all necessary tree removal permits shall be provided prior to issuance of a grading permit /building permit. 55. 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: Page 12 of 25 a. Retaining wall - -top of wall elevations and locations b. Toe and top of cut and fill slopes 56. PAD CERTIFICATION: A letter from a licensed land surveyor shall be provided stating that the building foundation was constructed in accordance with the approved plans shall be provided subsequent to foundation construction and prior to construction on the structure. The pad certification shall address both vertical and horizontal foundation placement. 57. 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 a pre- 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 during construction. 58. 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. 59. CERTIFICATE OF LOT MERGER: A Certificate of Lot Merger shall be recorded. Two copies of the legal description for exterior boundary of the merged parcel and a plat map (8- I/2 in. X 11 in.) 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. 60. 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. Page 13 of 25 61. 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. 62. 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 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 applicants' soils engineer and submitted to the Town before final release of any occupancy permit is granted. 63. WATER DESIGN: Water plans prepared by SJWC must be reviewed and approved prior to issuance of any permit. 64. FRONTAGE IMPROVEMENTS: Applicant shall be required to improve the project's public frontage to current Town Standards. These improvements may include but not limited to curb, gutter, sidewalk, driveway approaches, curb ramps, traffic signal, street lighting (upgrade and /or repaint) etc. 65. UTILITIES: The Developer shall install all new, relocated, or temporarily removed utility services, including telephone, electric power and all other communications lines underground, as required by Town Code Section 27.50.015(b). All new utility services shall be placed underground. Underground conduit shall be provided for cable television service. Applicant is required to obtain approval of all proposed utility alignments from any and all utility service providers. The Town of Los Gatos does not approve or imply approval for final alignment or design of these facilities. 66. SIDEWALK CLOSURE: Any proposed blockage or partial closure of the sidewalk requires an encroachment permit. Special provisions such as limitations on works hours, protective enclosures, or other means to facilitate public access in a safe manner may be required. 67. SIDEWALK REPAIR: The developer shall repair and replace to existing Town standards any sidewalk damaged now or during construction of this project. Sidewalk repair shall Page 14 of 25 match existing color, texture and design, and shall be constructed per Town Standard Details. The limits of sidewalk repair will be determined by the Engineering Construction Inspector during the construction phase of the project. 68. CURB AND GUTTER: The developer shall repair and replace to existing Town standards any curb and gutter damaged now or during construction of this project. New curb and gutter shall be constructed per Town Standard Details. The limits of curb and gutter repair will be determined by the Engineering Construction Inspector during the construction phase of the proj ect. 69. DRIVEWAY APPROACH: The developer shall install commercial driveway approach. The new driveway approach shall be constructed per Town Standard Details. 70. FENCING: Any fencing proposed within 200 -feet of an intersection shall comply with Town Code Section §23.10.080. 71. SIGHT TRIANGLE AND TRAFFIC VIEW AREA: Any proposed improvements, including but not limiting to trees and hedges, will need to abide by Town Code Section 23.10.080, 26.10.065, 29.40.030. 72, AS -BUILT PLANS: After completion of the construction of all work, the original plans shall have all changes (change orders and field 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 basis as the Town's survey control network and shall be submitted in AutoCAD version 2000 or higher. 73. TRAFFIC STUDY: Any development of land use that generates greater traffic impacts than those assumed in the St. Mary's School Expansion Traffic Study (dated July 12, 2012) shall require an updated traffic study utilizing a methodology approved by the Town. The Town Page 15 of 25 may impose additional conditions on the applicant or development based on the updated Town- approved traffic study. 74. CONSTRUCTION TRAFFIC: All construction traffic and related vehicular routes shall be submitted for review and approval by the Town Engineer prior to issuance of permit. 75. TRAFFIC IMPACT MITIGATION FEE: The developer shall pay a fee proportional to the project's share of transportation improvement 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 building permit application is made. The fee shall be paid before the building permit is issued. The traffic impact mitigation fee for this project, using the current fee schedule and the preliminary plans is $11,494.98. The final fee shall be calculated from the final plans using the rate schedule in effect at the time of the building permit application, using a trip generation rate based on commercial use. 76. TRAFFIC IMPACT COMMUNITY BENEFIT: The developer is required to provide Community Benefit based on the Town Traffic Impact Policy. 77. CONSTRUCTION STREET PARKING: No vehicle having a manufacture'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 to approval from the Town Engineer. 78. TRAFFIC CONTROL PLAN: The project sponsor will be required to work with the Engineering Division of the Parks and Public Works Department to develop a traffic control plan for incorporation into the construction bid documents (specifications), and this plan will include, but not be limited to, the following measures: a. Construction activities shall be strategically timed and coordinated to minimize traffic disruption for schools, residents, businesses, special events, and other projects in the area. The schools located on the haul route shall be contacted to help with the coordination of the trucking operation to minimize traffic disruption. b. Flag persons shall be placed at locations necessary to control one -way traffic flow. All flag persons shall have the capability of communicating with each other to coordinate the operation. Page 16 of 25 c. Prior to construction, advance notification of all affected residents and emergency services shall be made regarding one -way operation, specifying dates and hours of operation. d. Prior to construction, the applicant shall provide the name and contact phone number of a project point person to the neighbors. 79. HAULING OF SOIL: Hauling of soil on or off -site shall not occur during the morning or evening peal-, 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. Coordination with other significant projects in the area may also be required. Cover all trucks hauling soil, sand, and other loose debris or require all trucks to maintain at least two feet of freeboard. 80. 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. 81. 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. At least half of the construction employees shall be bussed -in to the site; no more than half of the construction employees shall park onsite. Construction employee parking shall not be permitted on public streets. 82. WVSD (West Valley Sanitation District): Sanitary sewer laterals are televised by West Valley Sanitation District and approved by the Town of Los Gatos before they are used or Page 17 of 25 reused. Sanitary Sewer Clean -out is required for each property at the property line or location specify by the Town. 83. 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. 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 in the Uniform Plumbing Code adopted by the Town and maintain such device in a functional operation condition. Evidence of West Sanitation District's decision on whether a backwater device is needed shall be provided prior to issuance of a building permit. 84. BEST MANAGEMENT PRACTICES (BMP's): Best Management Practices (BMPs) shall be maintained and be placed for all areas that have been graded or disturbed and for all material, equipment and /or operations that need protection. Removal of BMPs (temporary removal during construction activities) shall be placed at the end of each working day. 85. STORMWATER DEVELOPMENT RUNOFF: All new development and redevelopment projects subject to the Stormwater development runoff requirements. Every applicant shall submit a stormwater control plan and implement conditions of approval that reduce stormwater pollutant discharges through the construction, operation and maintenance of treatment measures and other appropriate source control and site design measures. Increases in runoff volume and flows shall be managed in accordance with the development runoff requirements 86. SITE DESIGN MEASURES: All projects must incorporate the following measures to the maximum extent practicable: a. Protect sensitive areas and minimize changes to the natural topography. b. Minimize impervious surface areas. c. Direct roof downspouts to vegetated areas where feasible. d. Use permeable pavement surfaces where feasible. e. Use landscaping to treat stormwater. Page 18 of 25 87. 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. Further, 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. 88. CONSTRUCTION ACTIVITIES: All construction shall conform to the latest requirements of the CASQA Stormwater Best Management Practices Handbooks for Construction Activities and New Development and Redevelopment, the ABAG Manual of Standards for Erosion & Sediment Control Measures, the Town's grading and erosion control ordinance and other generally accepted engineering practices for erosion control as required by the Town Engineer when undertaking construction activities. 89. SITE DRAINAGE: Rainwater leaders shall be discharged to splash blocks. No through curb drains will be allowed. Any storm drain inlets (public or private) directly connected to public storm system shall be stenciled /signed with appropriate "NO DUMPING - Flows to Bay" NPDES required language. On -site drainage systems for all projects shall include one of the alternatives included in section C.3.i of the Municipal Regional NPDES Permit. These include storm water reuse via cisterns or rain barrels, directing runoff from impervious surfaces to vegetated areas and use of permeable surfaces. If dry wells are to be used they shall be placed 10' minimum from adjacent property line and /or right of way. Page 19 of 25 90. 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 Municipal Regional Stormwater NPDES Permit, Order R2- 2009 -074. 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. 91. AGREEMENT FOR STORMWATER BEST MANAGEMENT PRACTICES INSPECTION AND MAINTENANCE OBLIGATIONS: The property owner shall enter into an agreement with the Town for maintenance of the stormwater filtration devices required to be installed on this project by Town's Stormwater Discharge Permit and all current amendments or modifications. The agreement will specify that certain routine maintenance shall be performed by the property owner 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. 92. 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. 93. GREASE TRAPS: Meet all requirements of the Santa Clara County Health Department and West Valley Sanitation District for the interception, separation or pretreatment of effluent. 94. 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 street will not be allowed unless a special permit is issued by the Engineering Division. 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 Page 20 of 25 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. 95. 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. 96. NEIGHBORHOOD CONSTRUCTION COMMUNICATION PLAN: The applicant shall initiate a weekly neighborhood e -mail notification program to provide project status updates. The e -mail notices will also be posted on a bulletin board placed in a prominent location along the project perimeter. The applicant shall hold a neighborhood meeting prior to beginning work and provide the name and contact phone number of a project point person to the neighbors in the event the neighbors have concerns or questions. The applicant shall notify Town staff when the neighborhood meeting will be held and provide the naive and contact phone number of a project point person to Town staff. 97. PERMIT ISSUANCE: Permits for each phase; reclamation, landscape, and grading, shall be issued simultaneously. 98. COVERED TRUCKS: All trucks transporting materials to and from the site shall be covered. 99. 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. TO THE SATISFACTION OF THE SANTA CLARA COUNTY FIRE DEPARTMENT: 100. FIRE APPARATUS (ENGINE) ACCESS ROADS REQUIRED: Provide access roadways with a paved all weather surface, a minimum unobstructed width of 20 feet, vertical clearance of 13 feet 6 inches, minimum circulating turning radius of 36 feet outside and 23 feet inside, and a maximum slope of 15 %. For installation guidelines refer to Fire Department Standards Details and Specifications sheet A -1. 101. FIRE LANE MARKING REQUIRED: Provide marking for all roadways within the project. Markings shall be per fire department specifications. Installations shall also conform to Local Government Standards and Fire Department Standard Details and SpecificationsA -6. Page 21 of 25 102. FIRE SPRINKLERS REQUIRED: Approved automatic sprinkler systems in new buildings and existing buildings and structures shall be provided in the locations described in this Section or in Sections 903.2.1 through 9032.18 whichever is the more restrictive. For the purposed of this Section, firewalls used to separate building areas shall be constructed in accordance with the California building Code and shall be without openings or penetrations. An automatic fire sprinkler system shall be provided throughout all new buildings and structures. Exception: Group A, B, E, F, I, L, M, S and U occupancy buildings and structures that do not exceed 1,000 square feet of building area and that are not located in the Wild land -Urban Interface Fire Area. Where provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, the sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Section 903.3.1.1.1 and local standards. For new buildings having no designated use or tenant, the minimum sprinkler design density shall be Ordinary Hazard Group 2. 912.2 Location. With respect to hydrants, driveways, buildings and landscaping, fire department connections shall be so located that fire apparatus and hose connected to supply the system will not obstruct access to the building for other fire apparatus. The location of fire department connections shall be approved by the fire code official. A State of California licensed (C -16) Fire Protection Contractor shall submit plans, calculations, a completed permit application and appropriate fees to the fire department for review and approval prior to beginning their work. 103. POTABLE WATER SUPPLIES: Potable water supplies shall be protected from contamination caused by fire protection water supplies. It is the responsibility of the applicant and any contractors and subcontractors to contact the water purveyor supplying the site of such project, and to comply with the requirements of that purveyor. Such requirements shall be incorporated into the design and any water -based fire protection systems, and /or fire suppression water supply systems or storage containers that may be physically connected in any manner to an appliance capable of causing contamination of the potable water supply of the purveyor of record. Final approval of the system(s) under consideration will not be granted by this office until compliance with the requirements of the water purveyor of record are documented by that purveyor as having been met by the applicant(s). Page 22 of 25 104. PRIVATE ON -SITE STANDPIPE REQUIRED: Provide one private on -site standpipe installed at a location to be determined by the Fire Department, with a minimum acceptable flow of 1,000 GPM at 20 psi residual pressure. Prior to design, the project civil engineer shall meet with the fire department water supply officer to jointly spot the required fire hydrant locations. 105. EMERGENCY GATE /ACCESS GATE REQUIREMENTS: Gate installations shall conform to Fire Department Standards Details and Specification G -1 and, when opened shall not obstruct any portion of the required width for emergency access roadways or driveways. Locks, if provided, shall be fire department approved prior to installation. Gates across the emergency access roadways shall be equipped with an approved access device. If the gates are operated electrically, an approved Kiiox key switch shall be installed; if they are operated manually, then approved Knox padlock shall be installed. Gates providing access from a road to a driveway or other roadway shall be at least 30 feet from the road being exited. 106. CONSTRUCTION SITE FIRE SAFETY: All construction sites must comply with applicable provisions of the CFC Chapter 14 and the Fire Department's Standards Detail and Specification SI -7. 107. 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. 108. ACCESS TO BUILDINGS /LANDSCAPING REQUIREMENTS: Landscaping shall not obstruct Fire Department ladder access to buildings. The building permit submittal shall include a landscape drawing which reflects the location of all landscaping, to include how Fire Department ladder access will be provided around all buildings. Ground- ladder rescue from second and third floor rooms shall be made possible for fire department operations. With the climbing angle of seventy five degrees maintained, an approximate walkway width along either side of the building shall be no less than seven feet clear. Landscaping shall not be allowed to interfere with the required access. An approved walkway shall be provided on all sides of the building(s) leading from the fire access roadway to the exterior openings of the building(s). 109. ROOF ACCESS: Provision shall be made to allow emergency responder access to all portions of the roof, as approved by the Fire Department. Page 23 of 25 110. EMERGENCY ACCESS KEY BOX REQUIRED: It is the Santa Clara County Fire Department's policy that a key box be required for buildings that are equipped with fire sprinklers and /or fire alarm systems. This policy will only help facilitate the quick response of emergency crews to the interior of a building. 111. TIMING OF REQUIRED WATER SUPPLY INSTALLATIONS: 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 bulls combustible materials. Building permit issuance may be withheld until required installations are completed, tested, and accepted. 112. TIMING OF REQUIRED 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 combustible construction. During construction, emergency access roads shall be maintained clear and unimpeded. Note that building permit issuance may be withheld until installations are completed. Temporary access roads may be approved on a case by case basis. 113. FIRE ALARM SYSTEMS IN PRIVATE SCHOOLS: An automatic fire alarm system shall be provided in new buildings of private schools. Exception: Automatic detection devices are not required where an approved automatic sprinkler system is installed in accordance with (CFC) Section 903.3.1.1 and the occupant notification appliances will activate on sprinkler water flow and manual activation is provided from a normally occupied location. *Required as a Mitigation Measure. Page 24 of 25 SECTION VI This Ordinance was introduced at a special meeting of the Town Council of the Town of Los Gatos on April 22, 2013, 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 this 6t" day of May, 2013 and becomes effective 30 days after it is adopted. COUNCIL MEMBERS: AYES: Marcia Jensen, Steven Leonardis, Diane McNutt, Joe Pirzynski, and Mayor Barbara Spector NAYS: ABSENT: ABSTAIN: SI MA- YO OF THE TOWN OF LOS GATOS LQ� ATOS, CALIFORNIA ATTEST: CLERK ADMINISTRATOR OF THE TOWN OF LOS GATOS LOS GATOS, CALIFORNIA N: \DEV \ORDS \B ean219, docx Page 25 of 25 ffi LL L Q I y I 117 U 'RI 219' eah'Menue WORTH Application No. PD -11 -006 A.P.N. #510 -44 -0:20, -003, & -004 " Change of zoning map amending the Town Zoning Ordinance. Zone Change From: R-11) & C -2 To: R -1 D: PD Forwarded by Planning Commission Approved by Town Council Clerk Administrator: Date: Date: Ord: .Mayor: EMBIT A �A This Page Intentionally .deft Blank } ki Al, 5t. Mary'5 Church January 14, 2013 Ms. Jennifer Savage RECEIVED TOWN OF LOS GATOS Community Development .Department / Planning.Division JAN 15 2013 110 E. Main Street Los Gatos, CA 95030 TOWN Or LOS GATOS PLANNING DIVISION RE: St, Mary's Church and School Application for PD Zoning/Lot Line Combination & Architectural Design Review 219 Bean Avenue & 59 Victory Lane .Dear Ms. Savage: Attached is our application for the creation of a Planned Development (PD) Zoning District for our various Parish: properties in downtown Los Gatos. We have also included supporting documentation for a Lot Line Combination at 59 Victory Lane, Architectural Design Review for a new 2 -story Jr. High School Building, and improvements to the existing 1 -story `Grammar School' Building, We also seek to update parking /staff/student quotas limited by our current Conditional Use Permit issued in '1985 to reflect our current operations. We thank Town staff for all of the help over the years providing positive guidance and feedback on our various developments and improvements. HISTORY St. Mary's was originally established in Los Gatos as a mission on Santa Cruz Avenue between Main Street and Bean Avenue, In 1 912, the small hall used as the church was moved to the corner of Bean and Tait, and St. Mary's was established as a parish in its present location. Two years later the first permanent rectory was built on parish property, and the current church was built in 1962. The school was opened in 1954 and has provided a solid academic education for thousands of students in our community, In 1985, a Conditional Use Permit was issued to St. Mary's Church and School when Lyndon Avenue was converted into a cul de sac, and St. Mary's built its Pastoral Center which includes a multi- purpose room, administrative center, and school and ministry offices. All of the conditions for the approval and guaranteed improvements were made as outlined in Resolution 1985 -47. (Note that this document references our `baseline' approvals: CUP U- 84 -17, A &SA S- 84 -60, and Subdivision Application M -84 -21 respectively). We have also used the 59 Victory Lane Building as our Library, Science Lab, 8th grade, Spanish & Art classes for many years as part of our overall school operations. During the past 26 years, the church and school have experienced leadership changes of executive staff (pastor and 219 Bean Avenue Q Los Gatos, California 95030 Q 408.354.3726 U fax 40$.354,9302 EXHIBIT B r) principal), administrative staff, and volunteer leadership in the parish, Consequently, current management of the church and school were unaware of the existence of the Conditional Use Permit and its restrictions. Once the CUP was called to our attention,. we proceeded to gather information to file the application for updating the CUP, PD ZONINGL DEVELOPMENT AREA We seek to replace severely aging and outdated facilities to ensure we can deliver a quality education product in modern facilities. The construction of a two story classroom/libraiy building at our eastern property line will allow us to use our current facilities during construction without the use of temporary trailers or rental facilities. Once completed, the demolition of 59 Victory Lane will then allow for replacement of parking /play area. Our existing early 1950's era `Grammar School' is also in need of major restoration and much needed expansion. We seek to create a more distinct Kindergarten area and provide plumbing facilities at each classroom. Complete renovation of the aged restroom facilities would provide compliance with disabled access requirements. The Parish also seeks to retain the option for demolition our existing `Teen Center'. The one - story building on the northeast corner of our campus is approximately 1,000 square feet. It is an aging building that we have used primarily for child care or teen. activities for the past few years. In 2009, we received approval from the Town to replace it with a two -story single family home of approximately 3,000- square -feet to serve as the future rectory, the home of the priests who live on campus and serve our parish community. We have attached the future rectory plans for your reference only. Because these plans were completed prior to the design of the new Junior High School building, some modifications to the future rectory plans would be needed to coordinate with the new campus plan. We believe these changes and modifications could be done in the future. Currently the priests reside in a two -story building just cast of the church that is also used for parish offices, meeting space and storage, At the existing rectory, 3,035 square feet are used for the priests' residences and 1,085 square feet are used for parish offices, meeting space, and storage. Following construction of the future rectory, the entire existing. rectory will be converted to parish office and administrative use. The existing Administrative Building will continue to be used for both school and parish administrative uses. CUP MODIFICATIONS We seek as part of the PD zoning Process to modify our Conditional Use Permit that describes the level of activity at the church and school that has existed for many years: Condition 13 / Part 1: Student Enrollment in St Mary's School St, Mary's School has been in operation since 1954, and its enrollment has fluctuated according to population trends and the desire of parents to provide their children with values -based education. Enrollment was at more than 400 in the 1960s when the large Baby Boom generation page 2 overflowed every classroom (private and public). At that time, as many as 50 students were assigned to each of St. Mary's classrooms. When the original Conditional Use Permit was issued in 1985, population trends had changed and there were many fewer students to be accommodated in elementary schools, The student population at that time was 265 students in grades 1 -8. Now, the population of school -age children has increased once again and St. Mary's School currently serves 296 students in grades 1 -8. In 1999, a local private preschool /kindergarten closed and St. Mary's School added a kindergarten class to help fill this educational void. [Public school classrooms in Los Gatos were also filled to overflowing.] St. Mary's added a 35- student kindergarten program in academic year 1999 -2000, bringing the total number of current students to 315. We request to update the maximum student enrollment to 315 children. There are no plans to increase student enrollment now or in the future as our facilities will not support them (9 Classrooms x 35 Students/Room = 315 Students) Condition 2 / Part 2; Number of Employees at St Mary's Church & School The existing CUP states that 20 employees are expected to work at the site. It does not mention how many volunteers routinely worked at the church and school, but we know there were many. We have seen a significant change in the way work is accomplished in churches of all denominations, in all parts of the country. The amount of work has not necessarily increased, but churches are less reliant on volunteers and more dependent on paid staff. Consequently, the number of people working in the office is about the same, but their status has changed from volunteer to employee. When all programs are operating fully St. Mary's Church employs 8 full time staff and 5 part -time staff (equaling 2.1 FTE), St. Mary's School is a nine - months -a -year operation. It does not offer summer school. The school currently employees 15 full -time staff and 25 part -time staff (equaling 10.6 FTE), One FTE is equal to 40 hours per week. We request that the Conditional Use Permit for St. Mary's Church and School be updated to reflect the 35.7 FTE employees who work here. For parking purposes we will use 36. As demographics and the economy fluctuate, there may be the need in the future for St. Mary's to increase the number of employees as the number of volunteers decreases. Parking Related Information Currently there are a total of 105 parking spaces on the St. Mary's property. There are 72 marked spaces, 3 spaces in the garage, plus room for an additional 30 cars in unmarked spaces in the children's "play area" at the center of campus. In addition, the current 59 Victory Lane property has one on -site parking space and six off -site parking credits. We will continue to provide the one (1) on -site parking space as required for the Downtown Parking district. The existing CUP recognizes the 105 parking spaces as an approved, nonconforming situation, and allows nonconforming church uses to continue interminably. There has been no change to the number of seats in the church (654). We believe there is more than sufficient space to handle parking of employees for both the school and church on a daily operational basis. page 3 c� In years past, a discussion between a school representative and the Town traffic engineer, it was rebated by the traffic engineer that the change in the number of employees calculates to fewer than 20 trips and, as a result, does not require a traffic study. When school is. not in session, such as during weekend masses or evening religious activities, the blacktop playground is used for parking, bringing the total on -site parking capacity to approximately 105. This parking is self -directed, Our required vehicular access to Victory Lane will be maintained in the proposed work. An ongoing communications program works to educate the parish community about parking options on the St, Mary's property and in adjacent public lots via flyers, bulletin, website (wwtiv.stmaa sl ,or ), meetings such as State of the School and. asking school families to ride share. [See attached flyers, webpage and bulletin articles as examples.] Continuing efforts are made to: remind parishioners and their guests to be sensitive to the needs and concerns of other residents of the St. Mary's neighborhood. IH()URS O ItAT_IOPd 7:30 a.m. to 9:30 p.m,, seven days a week. On rare occasions, there will be a need to have a religious service during other hours. For example, after the September 11 th tragedy, some people needed to find comfort with private prayer in the church. There was no formal mass, but the church was opened to the community during other hours. COm-IgZgITY USL_QF FACILITIE, S In the past, the Town has requested that St. Mary's list the community groups (not affiliated with our religious activities) that use our facilities. These include: Almond Grove Neighborhood Watch meeting(s) Almond Grove Neighborhood Annual Block Party American Red Cross — six times per year, during the day (Blood Drive) Los Gatos. Rotary Club —annual event (Crab Feed) Los Gatos Lions — annual event (Cioppino Feed) Handicapables — annual event ICF Polenta Dinner/Dance — twice per year YMCA — annual event (Father Daughter Dance) Country Fair — As you know, the parisb also organizes our annual Country Fair one weekend in October. This is an event that is open to the public. The activities of St. Mary's church and school are community benefits. In fact, that is all that we do at St, Mary's — provide our parishioners and the community -at -large with religious programs and services that they desire. On average, the community uses the church and school facilities approximately 13 days per calendar year. As was stated in the original Conditional Use Permit issued by the Town, St. Mary's is "in harmony with the various elements and objectives of the General Plan and the Zoning page's Ordinance, because a church is allowed in any zone and this church was there before the Town was incorporated." ARCHITECTURE AND SITE APPLICATION: New Junior High School Building and Lower School Renovation �® With this application we are requesting Architecture and Site review for the new Junior High School building and for renovations to the existing Lower School building. The scope of work consists of the following: - Construction of a new, approximately 13,500 square foot classroom building on the existing campus of St. Mary's parish and school, The building consists of general education classrooms, a breakout room, a science lab, and art classroom, a library and related office spaces, The building is two stories above grade with a standard concrete spread footing foundation system and wood frame construction, The building is occupancy type E, construction type V -B. The building will be equipped throughout with an automatic fire sprinkler system and fire alarm. - Partial demolition of one classroom in the existing Lower School building to create a new walkway, No new square footage is added. Demolition of existing one story building at 59 Victory Lane and lot line combination. Construction of a new, approximately 3,000 square foot covered eating area. - Site utilities, .pedestrian walkways and concrete flatwork to support new development. The site work includes a new masonry wall along the South and East property lines. The wall ranges in height from 6' -0" to 8' -0." The height is needed to maintain security and privacy near the school area of the parish campus. As you know, our kinder playground is adjacent to a public parking lot, The variation in height is due to the existing slope of the site, especially along Victory Lane. We are not requesting Architecture and Site review at this time for the proposed future church - related residential structure or for the addition to the existing Lower School building. SUMMARY We are not requesting an expansion of our property boundaries on increase in number seats in the church, but we do need to replace and update our aging school buildings with modern facilities. We also seek to update our CUP to reflect what currently exists: • Change the number of students in St. Mary's School from 265 to 315 • Change the number of employees for St. Mary's Church and School from 20 to 353 FTE employees who work there and reflect the current level of religious programs and activities underway at St. Mary's Church and School that benefit the entire community We believe there is sufficient on -site parking for the number of students and employees, according to the standard school parking formula used by the 'Town to handle our normal operations. page 5 A� As you can see we, have much to accomplish. If you may remember, we had a successful review and construction project for our After - School Care Room in 2009, We worked with the community and Town Staff to mitigate any concerns. The result has been a success for the Parish and Neighborhood. We look forward to meeting with you as soon as you have completed your 30 -day Review, Please let us know if there is additional background or detail needed for your review and we will work to provide as diligently as possible, Cordially, Rev. Rick Rodoni Pastor, St, Mary's Parish & School Cc: Sr, Nicki Thomas, Principal, SMS Jeffrey T. Berg, AIA l Steinberg Architects Mr. Ian Abell, Diocese of San Jose Ms, Teri Tucci, SMP Attachment 1: Additional Background: St. Mary's Parish statistics Attachment 2: Parking Flyer, Webpage, Bulletin Articles Attachment 3: future Rectory Drawings page 6 Attachment 1; ADDITIONAL BACKGROUND We thought it might be helpful to provide some statistics on the growth of the St. Mary's com .munity in the past 27 years. If you would prefer to see year -by -year statistics, please let us know. page 7 1985 1990 1995 2,002 2006 2010 Number of 1.83 194 207 198 212 194 families with [# is for children at St. 1989, the Mary's School first year info available] Number of students at St. Mary's School 236 262 280 280 280 290 in grades 1 -8 Number of Kindergart Kindergart Kindergart 35 students at St. en classes en classes en classes (60 % are 35 35 Mary's School in not offered not not siblings) Kindergarten until 1999 offered offered until 1999 until 1999 Number of families 1450 1532 1648 2290 2496 2082 registered as members of St. Mary's Church Average 1581 1351 1614 1752 1445 1373 attendance by per per per per individuals at weekend weekend weekend weekend weekend masses Number of 5 5 5 5 5 5 weekend masses Number of 65 62 65 34 716 15 page 7 weddings at St, Mary's Number of fiinerals at St, Mary's Number of baptisms at St, Mary's page 8 44 41 38 35 40 19 # is for 986, the �rst year info is vailabte] 93 127 168 191 71 131 page 8 toy Our e � b I � C� � Pease remember to use tke- designated.Parkingareas (noted below)while - at, 5t_ Mar ;5, Parking is also- available along Bean Avenue (on tke 5t ;..Mari 's sicj4) Y Y' s� Thank -you. Additional' downtown Parking areas. are noted' on. the revcr,5e ,sick. S JL AAA-Rv CoUvT Rly FAnt t b 0 10 `"' 0 0 As we 1-now., pa°�g is an issue in our ne1,Vhb0]r,- hood. In an effort to alleviate this problem laere are some things -you can do arpool whenever possi ble .1Ways attempt to use the town's pa.a.btic parliing lots first (see neap on back) ft(DR e exra�aer; ® oar. have someone drop you off -md pzcIr you up U� i.joy a -oral., ride your bile(s), roterblade, run, etc . to the Count.ry Fair ST, MARY'S GHURCH Please place this week's Scripture Readings (Aug. 13th) in this box. Thanks! Be kind to our neighbors ... In our bulletin on July 31st we inserted a flyer suggesting available parking areas when coming to St. Mary's for mass or any other event here. If you missed the flyer you can find the information on our website: www.churchregistrY corn ml . If you have any questions or concerns about parking, please contact Teri Tucei at 354 -3726 ext, 37. REPORT ON COLLECTIONS FOR 8113%2000 Mass Intentions $71,684.53 for the 'Week Monday, Aug. 21 7:30am Ruth Borre + Tuesday, Aug. 22 7:30am Dr, Ed Marcuz + Wednesday, Aug. 23 7 :30am Harold Johnson + Thursday, Aug. 24. 7:30am Denes Kassai + Friday, Aug. 25 7 :30am Ann Longo + Saturday, Aug. 26 7 :30am Francis Hayes + 5:00pm Ted Etettel + Sunday, Aug. 27 7 :30 am Arline Petersen + 9 :00 am Fred Callis + 1.1:15 am Kathryn Blanchard + 6:00 pm Parishioners Please place this week's Scripture Readings (Aug. 13th) in this box. Thanks! Be kind to our neighbors ... In our bulletin on July 31st we inserted a flyer suggesting available parking areas when coming to St. Mary's for mass or any other event here. If you missed the flyer you can find the information on our website: www.churchregistrY corn ml . If you have any questions or concerns about parking, please contact Teri Tucei at 354 -3726 ext, 37. REPORT ON COLLECTIONS FOR 8113%2000 Actual: $14,920:53 YTD: $71,684.53 Goal: $16,176.50 YTDt $69,373.14 Variance: $ 1,255.97 YTD: S 2311.39 LOS GATOS , RE,MINDER AUGUST 151s the feast of the Assumption of the Blessed Virgin Mary. It is a fact that some of the Holy Days have been moved to the next Sunday or are not celebrated. However, the Assumption is still considered as a Holy Day of obligation. Mass will be celebrated at 7 :30 a.m. and 7:30 p.m. ATTENTION LECTORS & EUCHARISTIC MINISTERS: We will begin processing the schedule for Oct,•Dec. the last week of August, Contact us at (403) 354 -4061 ext. 35 with any necessary "change of status" for inclusion in this schedule. Please check the vestibule of the-church far retreat info rrtnation fro tit the various retreat centers located within our diocese. REGISTRATION INFORMATION If you have recently started attending our parish or have been attending but have never registered, please come by the parish office OR pick up a registration form In the Vestibule. Registering in the parish benefits all of us, We begin to know who you are and you receive general parish mailings and Sunday envelopes, Without specific use of envelopes, it is impossible for us to keep track of any donations you make to the Church. Don't procrastinate. Register today! ATTENTION TIIE ABATEMENT PROCESS HAS .BEGUN IN THE BELL TOWER AND REAR CONFESSIONAL. WE WILL BE CONTINUING WITH THIS PROCESS BEGINNING THIS WEEK. THANK YOU FOR YOUR PATIENCE AS THE CHURCH UNDERGOES THIS CONSTRUCTION PROJECT. lz-r MonV'A CHURCH ----------------- -- Mass Intentions for the 'Week Monday, October 2 7,30am Linnet Loiseau A- Tuesday, October 3 7:30am Eduardo San Juan + Wednesday, October 4 7:30am Marge Goldstrom & Margaret Bernardo,,, „ .9:00 am Anna Michalski Thursday, October 5 7:30am Antonio Alverna2 + Friday, October 6 Alice Winter & Hel "en Marcotte + Saturday, October 7 7 :30am Carmelites + 5 :00pm Daoud S. Dinno + Sunday, October 3 7 :30 am Dr. William Chaikin + 9 :00 am Parishioners. 11:15 am George Bernardo, .�,. r 6c00 pm Conti Luigia + Be lc� ind to 01x" neighbors ... Please make every effort to park in our parking lots and public parking lot #6 before parking in front of our neighbors' homes, To find out more about where you can park, you can find the information on our website: ww,churchr 5try.com /smlg, If you have any questions or concerns about parking, please contact Teri Tucci at 354 -3726 ext. 37. 5ERRA CLUB OF SAN 705E Almighty God, your son Jesus told us to pray for vocations since the harvest is great and the laborers are few. Help all of us who center ou:r Catholic lives in word and sacrament to be active promoters of vocations to the priesthood and religious life. The ministry of identifying any nurturing vocations belongs to each member of each family in our parish faxn.ily, May we all accept this mission from Jesus with the determination that comes from faith, REPORT ON COLLECTIONS FOR 9/17/2000 Actual: $16,398.50 YTD: $175,965,96 Goal: $16,176.50 YTD: $194,118.50 Variance: $2.00 YTD: ($18,153.09) LOS GA`ros e; SPIRITUALLY ENHANCING OPPORTUNITIES Beyond Sunday The most recent "Beyond Sunday" newsletter was mailed to all registered parishioners last week. Additional copies of this newsletter can be found at exits of church and in parish offices. Please consider what activities you can participate in and send in the 'registration form' enclosed in the newsletter. All events are open to parishioners and their family and friends, All registrants will be placed on the 'attendees list' for the events with contact only if a particular session /series is 'full'. Check date and location for event, show up, and you will be expected! If you have questions call 354 - 406105. Small Christian. Communities Several small faith sharing groups are willing and able to accept new members. Still considering being a part of a group? We'll find the group that meets your scheduling needs -- -c� t' 354- 406105. Diocese of San Jose Jubilee Celebration Don't forget to check out the information 'newspaper' at exits of the church on this special catechetical and liturgical event for all Catholics of the diocese on Oct. 23. Registration forms found in the newspaper -type brochure are to be sent directly to diocesan address listed. You will find a variety of topics and may chose the sessions you are most interested in attending. DATES & PLACES T'O REMEMD•ER, September 28, 9 :30ain, Hofmann Center, "Women of Scripture" series began; October 18, 7 :30pni, Ilofmann Center, "Forgiveness" series begins.. Take Another Look Returning to active participation in the community? We offer all adult Catholics an opportunity to renew kiieir understanding of the beliefs and practices of the Church today. You name the topics' of interest, we provide the information. Call 354- 4061'` ex t. 35 and a T.A.L. team member will contact *� you, ST. MARTS CHURCH Mass Intentions for the Week Actual: $16,405.00 YTD: Monday, November 27 7:30am Linda Zucchclli + Tuesday, November 28 7:30am Peggy Hest, s�„c +n�rann,mn Milnesday, November 29• 7 :30am Peg Kennedy + 'I'hursday, November 30 7:30am Helen Marcotte + Friday, December 1 7:30am Louke'lortllo, sp,•�� „ry „,end., Saturday, December 2 7:30am Carmclites 5 :00pm Anconio.Alvernaz + Sunday, December 3 7:30 am Eduardo San Juan + 9:00 ant Fred Cal Iis + 11:15 .am Beverly Antes + 6,00 pm Paul Macierz + 1 Parishioners PARKING NOTICE New Time Restrictions and Sunday Enforcement �eooNowInEffectoe *o As part of the Town of Los Gatos Holiday Parking program, new timed parking restrictions are in effect throughout the downtown area. Please carefully read the parking restrictions on the signs posted near the space each time you park your vehicle to avoid receiving a parking citation. For detailed information about the program and the various parking options available, you can pick up a copy of the 2000 Holiday Parking in Historic Downtown Los Gatos brochure from any merchant, Chamber of Commerce, Town Hall, at Lot 4 from the Valet Parking attendants, or from the driver of the free shuttle bus. SERRA CLUB OF SAN JOSE Parents, Encourage Your Children: To develop their talents and gifts, encourage them to think of Church ministry as a possible and viable life choice. REPORT ON COLLECTIONS FOR 11119/2000 Actual: $16,405.00 YTD: $315,358.99 Goal: $16,176.50 YTD: $323;530.00 Variance; t•228.50 YTD: (7;171.01) LOS GAT'OS Schedule for Friday, December 8, 2000 Feast of the lininaculate Conceptioil of Mary The cluarch will be open from 6 :30aarr, until 9:0op.71r, on this day 7:30 am Mass 9:00 am Mass followed by a reception in Hofmann Center 11:30 am Exposition of the Blessed Sacrament 12:00 pm Nfid -day prayer and benediction 3:30 -4;30 pm -- Confession 7:30 pm Mass Kacliel's Vineyard Retreat - December 8-10,2000 Struggling with feelings of sadness or loss after abortion? Still seeking peace months or years after the choice? You are not alone. join us December 8 -10 in the Russian River Wine Country for a healing weekend retreat. Safe, supportive setting includes sharing, ritual, prayer, sacraments, and memorial. service. Facilitated by a team of licensed therapists and others who have walked the journey from pain to healing, Cost is $125 (no one will be denied for financial reasons). Registration required by November 27, Call Family Life Office, Diocese of Oakland (925) 6808510. Ask for Monika or call ext. 4 or obtain an information packet. All inquiries confidential. See also www rache1avineyard or& On Saturday, Decenber 2nd, we will be decorating the church for the masses of the Advent Season. If you 40 have an hour or two to spare anytime ®'� between 8 :30 a.m. and 12:00 noon that day, we would welcome your presence and any assistance you can offer. We will be hanging the Advent wreath and preparing a beautiful worship environment for our parish. We would be pleased to see you and ®� grateful for any time that you could spend with its, If you can join its, please call Marianne McGrath at 365 -3706, We wish you a blessed and holy Advent. rya sy E U) fD ct� Q„1 c E rr � rn m ,..,.. ,, ,..,......,.....ty r ,.... .r...,j ...................... w ..1 .. ., `,_., ­...,t —A V ...b.. . 110 umm 1- 01111", crrrtd"wm 9.11111) 4118.754.3174 Online Giving Centennial Campaign Mass Times Contact Us �f .�� 3� �5{ t�<i+r j�,, ��prYII�JIJ�Z� .Y��frLZ.l�'S•^t��rl ���Zir�rU•`t }1p„+"��NY +Z��1 } .1g ''Ream .A cline Cos f99at ysrCrtfirrll ULt 'r<4r15; c r (br�tAh l'. �Wn:76 .nairfifnhi. "rNi'illb Home About Us ( Sacraments & Worship i Faith Formation I Faith In Action I Get Involved I St, Mary's School I Resources I Search Site Directions and harking Search About Us / Directions and Parking Share ........ ...... „_ —. -.- C9 G,yrJ ,j. flaiifimnn '4ry P."k r� • Ayr r ��ll, tYr ir'yf })�tlit'.(I ii }Its A 1.1.1n 81 t� k1;��114J � d`s•IJI � 1� i {1' �� c., r•r ti3. 'y�Y�il���yj_�f {i .� t, 6YL013�eaogle . Map data WYLOfj eaogle • Vlow Larger Hlap parkIng information 1Download parking map to be printed) aad �=1• ., �V1 wrroundln6 downrnwn aarronJ `` � �! •�•i' .1„ walh6lt In Lm Wtoo + 1 �i a,•, _ . L. p Napo f, ¢ f �i, � ' 111111111 .�a�utMM r0w.7< SL Mar/ of the .Immaculate Conception - 219 Bean Avenue, Los Gatos, CA 408.354 -377.6 St. Mary School - 30 Lyndon, Los Gatos, CA 400.354 8944 Contact Us Search Site I Site Map I Login powered by eCalhollc a division of WCBPRO PRODUCTIONS, LLC r r t r �iU�zAltd�tL 74i• i�: �iXld4�3 \.PIlllCd@E`t3�'itN,`�1'�£11° rrr..,,n.,: ,rer4 m.�,�+ MM i-In7il-11-M���?Ae t,rr4y h 'r 7 Ell tit fly i \1 14I•— 1 I I Cn1_j•! r�" �� <� I I II xx , 'lnn� I it yl� III � S i x E_ iz C iI I 4 I I I �I I I I I I � IF _ '111 0 $ a� II , tl 9 ,� .;- � tll it gE i - iI I 4 I I I �I I I I I I � IF _ '111 0 $ a� II , tl 9 it gE i - iI I 4 I I I �I I I I I I � IF _ '111 0 $ a� II , tl ...... . . . . . . . . . -` IIt MiYle�l alllc M+mt'.�n ht .+^..Y'aV lli . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o u`� NO -1 $ yXa�Ro 1 d �i iej jria �� QQ9 �•F� �4 ;�)�j3 �: Cu 1. j 3 __ I NY _. I •rrv� I ' �I Al I 1 4r 9[jF+ 1 jr ;(� ° -;g Yj i3 r,d2y s )�ii Iii: 4 ��•�� ;'r'�eg;. Y. X�y�iij } �rggi� �jlje'g�Y:tr ° p 5 uri f�js +l .•5j+ {{j•s'!r� t i�fe rr.g +X �gjlEtlti �!! iEV� �g� !ig (3(S �i (1�3M.jdf ) +139iti t a I„ =� !�° , ,g�•111 i IAtiir i at dq r. iF:33t Y•'•91l�SYJ riff <i3 $,�F3 •a� a3 3 t!S 93 n 1,� i( '-- �, \`� k rjrq;Y�aAji '�3AAa i� ` 1 �• // �9f S -X k S F� y- a �' 3$''� �3•raF is �? 7 9' }� h r� I All a -i -lilt I'1 ,5_f 4r 4 n 1,� i( �9f S -X k 4r rr�ril u ht i( ILjL m U GT FY r3 O i ryti•7. .�-�.Ua a r.5 • <' Y i l:- CCo:. 4 Ija CV rr�ril u ht i( ILjL m U GT I N 0 la � N 3 42, J- I Ak Ii - - ---- ------ pp - R-0 lg� 0 Rif) _..........____. -• , J-7 Rt ...Q �Yi NIP 1 LKJ zm III )gp Ilk, IR K. I h A t 1) SIR Tt L fS ..�5iCw51i9)iYfi'fi7d�7IQ �� a�n.. i.on xe.°rn•.� mmm M, . m UM- A� NO IONIE EJ-]d K0 N 0 JONI 0J D9 L•Vq im l;!�� 9 5p C Q s L s 3 E 3 ST. MARY'S PARISH AND SCHOOL PLANNED DEVELOPMENT ZONING APPLICATION PD -11 -006 LOS GATOS , CALIFORNIA NEW JUNIOR HIGH SCHOOL BUILDING VIEW FROM BEAN AVE. LOOKING SOUTH VICINITY MAP - N.T.S.. CAMPUS PLAN - N.T.S. PROJECT DIRECTORY SHEET INDEX - PD ZONING SITE ANALYSIS S" e N fgN4 _' (N W = • 3 17 = f Mq7 y /r ""`• / \ 7 3 </ r '`/ � " / ` " rV� /�.� J '� I..,,,v j ^:'• r/ CLIENT ARCHITECT STRUCTURAL ENGINEER ST. MARYS PARISH Rev. Rick Rodoni, Poster Sr. Nicki Thomas, Principal P Teri Been Tuccl, Business Manager 219 Bean Ave. Los Goias, CA 95035 408- 354 -3726 phone 408- 354 -9302 fox STEINBERC ARCHITECTS Jeffery T. Berg, AIA 60 Pierce Avenue San Jose, CA 95110 408 - 295 -5446 phone 408- 295 -5928 fax BIGGS CAROOSA ASSOCIATES Mork Cardoso 865 The Alameda, Suite 200 ALO TITLE SHEET AI.I AERIAL AND SITE PHOTOGRAPHS A20 LAND USE PLAN - A3.0 CONCEPTUAL SITE PLAN A3.1 ARCHITECTURAL SITE PLAN C1,0 PRELIMINARY GRADING &UTILITY PLAN (NORTH) CIA PRELIMINARY GRADING & UTILITY PLAN (SOUTH) CL2 PRELIMINARY GRADING & UTILITY PLAN (WEST) C2.0 PRELIMINARY STORMWATER MANAGEMENT PLAN G3.0 PRELIMINARY NEW &REPLACED IMPERVIOUS AREAS BUILDING SF ISi FLOOR 2ND FLOOR SUBTOTAL PROPOSED ACTION SITE COVERAGE TOTAL BUILDING (SF) NET ADDITION (SF) (E) ADMINISTRATIVE BUILDING 5,081 - .5,081 NO CHANGE 5,081 51081 _ (E) GARAGE 735 - 735 NO CHANGE 735 735 - ( E ) CHURCH 10,213 - 10.213 NO CHANGE 10,213 10,213 - (E) RECTORY /PARISH OFFICES 2,800 1,320 4,120 NO CHANGE 2,800 4,120 - (E) MULTI - PURPOSE BUILDING 2,557 - .2,557 NO CHANGE 2,557 2,557 - (E) AFTER SCHOOL CARE 1,500 - 1,500 NO CHANGE 1,500 1,500 - (E) HALL to - 11,014 NO CHANGE 10,997 10,997 COUGAR (E) COUGAR'S CORNER 1,014 1,014 - 1,014 DEMOLISH 0 0 (E) 59 VICTORY LANE 6;804 - 6;904 DEMOLISH 0 0 (E) LOWER SCHOOL 9,187 - 9,187 ADDITION 10,387 10,387 F14.136 SCOPE OF WORK - PD ZONING / r \ San Jose, CA 95126 408 - 296 -5515 phone 408- 296 -8114 tax C4.0 SITE PLAN. (EAST) SUBTOTAL 44,270 45,590 i. CONSTRUCTION OF A NEW, APPROXIMATELY 13,500 SQUARE FOOT CLASSROOM BUILDING ON THE CAMPUS OF ST. MARY'S PARISH AND SCHOOL. THE BUILDING CONSISTS OF GENERAL EDUCATION CLASSROOMS, ABREAK OUT ROOM, A SCIENCE LAB, AN ART CLASSROOM, A LIBRARY AND RELATED OFFICE SPACES. THE BUILDING IS TWO STORIES ABOVE GRADE NTH A STANDARD ' ~''w.�., (rte/ -`v - / W ` j °�;ry 00 Z e CIVIL ENGINEER BIER & Schmitt Barry Schmitt 3350 Scott Blvd, Building 22 Santa Clara, CA 95054 408- 727 -6665 phone 408- 727 -5641 tax C4.1 SITE PLAN (WEST) A4.0 NEW JR. HIGH SCHOOL FIRST AND SECOND FLOOR PLAN A4,1 NEW JR. HIGH SCHOOL BUILDING ELEVATIONS AND SECTIONS (N) JUNIOR HIGH SCHOOL BLDG. 7,441 6,695 14,136 NEW BLDG. 7,441 14.136 (N) FUTURE RECTORY 1,707 4,211 2,918 NEW BLDG. 1,707 2;918 2,918 TOTAL 53,418 62,644 0,336 CONCRETE SPREAD FOOTING FOUNDATION SYSTEM AND WOOD FRAME CONSTRUCTON. THE BUILDING IS OCCUPANCY TYPE E, CONSTRUCTION TYPE V -D. THE BUILDING WILL BE EQUIPPED THROUGHOUT /\, �`` ,x PROJECT SITE PROJECT INFORMATION `(v\ / LANDSCAPE MISTER LAND PLANNING PaVick Wfiisler A4.2 VICTORY LANE - STREETSCAPE YA1H AN AUTOMATIC FIRE SPRINKLER SYSTEM AND FIFE .ALARM. 2. RENOVATION AND APPROXIMATELY 1,200 NET SQUARE FOOT ADDITION AT THE EXISTING ONE STORY WOOD -FRAME CLASSROOM BUILDING. 3. DEMOLITION OF EXISTING ONE -STORY BUILDING AT 59 VICTORY LANE AND .LOT ONE COMBINATION. 4. CONSTRUCTOR OF NEW, APPROXIMATELY 3,000 SQUARE FOOT COVERED EATING AREA. ADDRESS ST. MARY'S PARISH 219 BEAN AVENUE LOS GATOS, CA 95030 PLANNING APPROVALS . - 101 Lucas Valley Road, Suite 261 San Rafael, CA 94903 415- 472 -3600 phone 415 -451 -7662 fax CODE CONSULTANT ROLF JENSEN & ASSOCIATES, INC. TOM DUSZA A5.0a EXISTING LOWER SCHOOL FIRST FLOOR PLAN A5.Ob NEW LOWER SCHOOL FIRST FLOOR PLAN A5.1 PROPOSED LOWER SCHOOL AND EXISTING 59 VICTORY LANE ELEVATIONS P��U RECEIVED 20 3 5. SITE UTILITIES, PEDESTRIAN WALKWAYS AND CONCRETE FLAT WORK TO SUPPORT NEW DEVELOPMENT. 6. THE NEW FACILITIES RILL BE USED BY THE CURRENT STUDENT POPULATION. NOINCREASE TO THE APN :510 -44 -083 CHURCH :510 -44 -084 SCHOOL 510 -44 -028 59 VICTORYLANE 2125 Oak Grave Road, Suite 300 Ytalnal Creek, CA 94598 925 -938 -3550 phone 925 -938 -3818 lox L.1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS JAN 1 5 CURRENT STUDENT ENROLLMENT (315) 15 PROPOSED. THE CURRENT STUDENT ENROLLMENT (315) REPRESENTS AN INCREASE FROM THE ENROLLMENT LISTED IN THE 1985 CONDITIONAL USE PERMIT (265), A NET INCREASE OF 50 STUDENTS. 7. THE NEW FACILITIES WILL BE USED BY THE CURRENT SCHOOL AND CHURCH STAFF (35.7 FTE). NO INCREASE TO THE CURRENT STAFF (35.7 FIE) IS PROPOSED. THE CURRENT STAFF (35.7 FTE) REPRESENTS AN INCREASE FROM THE ENROLLMENT LISTED IN THE 1985 CONDITIONAL USE PERMIT (20 FTE), A NET INCREASE OF 15.7 FTE STAFF. B. DEMOLITION OF EXISTING COUGAR'S CORNER BUILDING AND CONSTRUCTION OF FUTURE RECTORY. 9. RENOVATION OF EXISTING RECTORY FOR PARISH ADMINISTRATIVE USE. PARCEL SIZE 4.18 ACRES ZONING R -ID (CHURCH AND SCHOOL) : C -2 (59 VICTORY LANE) NEW JR. HIGH SCHOOL EXISTING LOWER SCHOOL TYPE OF CONSTRUCTION: V -8 V -8 SPRINKLED: YES NO BUILDING AREA: 14;136 SF 9,187 SF EXISTING 1,200 SF NET ADDITION 10,387 SF TOTAL CONTRACTOR GEOTECHNICAL DEVCON CONSTRUCTION, INC 690 Gibraltar Drive Milpitas, CA 95035 408 -519 -8356 phone 408- .262 -2342 fox CORNERSTONE EARTH GROUP C. Barry,Buller 1259 Ookmead Porkvmy Sunnyvale. CA 94085 408 - 245 -4600 phone 408 - 747 -7502 Tax SHEET INDEX - A &S APPLICATION PARKING ANALYSIS r° GAT OS PLANNING DI�llSK "IN SAME AS ABOVE, EXCEPT A3.1 (A &S) ARCHITECTURAL SITE PLAN CIA (A &5) PRELIMINARY GRADING &UTILITY PLAN (SOUTH) - A5.Ob(A &S) NEW LOWER SCHOOL FIRST FLOOR PLAN TOTAL PARKING PROVIDED: 105 SPACES ON SITE, AND ONE PARKIN DI AS REQUIRED BY THE DOWNTOWN PARKING DISTRICT. PROPOSED DEVELOPMENT AREA AT (N) JR. HIGH SCHOOL BUILDING IS OFFSET BY DEMOLITION OF (E) y 6 p0 -11 -006 ND-11-008 ^ (gyp S- 1Z SCOPE OF WORK - ARCHITECTURE & SITE APPLICATION OCCUPANCY: E E AST (A &S) PROPOSED LOWER SCHOOL AND EXISTING 59 VICTORY LANE ELEVATIONS BUILDING AT 59 VICTORY LANE, RESULTING IN NO NET GAIN OR LOSS OF PARKING SPACES. -O98 I. SAME AS PD ZONING, EXCEPT SCOPE ITEM #2 ABOVE IS LIMITED TO: LA (A &S) LANDSCAPE PLAN o) PARTIAL DEMOLITION OF ONE (1) CLASSROOM IN (E) LOWER SCHOOL BUILDING TO CREATE NEW WALKWAY. NO NEW SQUARE FOOTAGE ADDED. Steinberg Architects St. Marys Parish HIT Bean Avenue Las Gatos, CA 95030 naae:rar Steinberg Architects 60 Pierce Avenue San Jose, California 01.11.2013 A &S RESPONSE Ill 09.19.2012 PLANNING RESPONSE 04 07.23.2012 PLANNING RESPONSE M3 06.01.2012 PLANNING RESPONSE N2 03'14 '2012 PLANNING RESPONSE N1 12.192011 PLANNING DEPT. SUBMITTAL ary KEY PLAN St, Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 Title Sheet PROJECTq:10108 DATE: 01.11.2013 SCALE: N.T.S, PD -11 -006 A1.0 EXHIBIT C s E Y V6 V2 V5 V7 Aerial View Steinberg Architects St. Marys Parish 219 Bean Avenue Los Gatos, CA 95030 Steinberg Architects 60 Pierce Avenue San Jose, California 8 V3 01,11.2013 A &S RESPONSE #1 09.19.2012 PLANNING RESPONSE #4 07.23.2012 PLANNING RESPONSE #3 06.01.2012 PLANNING RESPONSE #2 03.14 '2012 PLANNING RESPONSE #1 12.19.2011 PLANNING DEPT. SUBMITTAL xEV — nsuE KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos. CA 95030 Aerial & Site Photographs 1 PROJECT #:10108 DATE: 01.11.2G13 SCALE: N.T.S. PD -11 -006 A1.1 S 5 0 0 a e a s Q A E Q O —WjO, Land Use Plan scae urr -r -a• GENERAL DEVELOPMENT PLAN NOTES USE LEGEND: Steinberg Architects BUILDING AREA aun St. Marys Parish 219 Bean Avenue PRIVATE SANITARY SEWER EASEMENT Los Gatos. ca 95030 APCH'IECi Steinberg Architects PRIVATE STORM DRAINAGE EASEMENT 60 Pierce Avenue San Jose, California PRIVATE OPEN SPACE /LANDSCAPING PAVED PARKING AND DRIVEWAY .01.11.2013 'M S RESPONSE 01 09.19.2012 PLANNING RESPONSE N4 07.23.2012 PLANNING RESPONSE k3 06.01.2012 PLANNING RESPONSE 92 03.14.2012 PLANNING RESPONSE 41 12.19.2011 PLANNING DEPT, SUBMITTAL sev oAle usvz KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos. CA 95030 Land Use Plan PROJECT N: 10108 DATE: 01.11.2013 SCALE: 1" = 32' -0" PD -11 -006 A2.0 a s 9 C u R R F E ,c / O Zr 81 82 83 84 * pNF \ \ qs N 87 BG 85 _ ` c , /Sgt/ /STR /pTOpIy�TOgpF UpTpRY p�N gppNST� p /Np� NF j H /cyst °fie 4N / I FUSFpo v / p /�o /NpFryF(,YMpRSNp l � / / ✓�N /pRFp l 1O/ � AA cFNT Conceptual Campus Plan sc VIV.— LEGEND Ii EXISTING BUILDING AREA NEW BUILDING AREA — '—' —'— (E) FENCE PARKING TABLE LOCATION EXISTING PROPOSED PARKING LOTS 50 50 GARAGE 3 3 BLACKTOP "PLAY AREA" 52 52 TOTAL 105 105 ONE (1) ON —SITE PARKING SPACE TO REMAIN IN THE APPROXIMATE PARCEL OF 59 VICTORY LANE, AS REQUIRED BY THE DOWNTOWN PARKING DISTRICT. — Steinberg Architects SL Marys Parish 219 Bean Avenue Los Gatos, CA 95030 Steinberg Architects 60 Pierce Avenue San lose, California 01.11.2013 A &S RESPONSE #1 09.19.2012 PLANNING RESPONSE #4 07.23.2012 PLANNING RESPONSE #3 06.01.2012 PLANNING RESPONSE #2 03. 142012 PLANNING RESPONSE #1 12. 19.2011 PLANNING DEPT, SUBMITTAL xcv our issue KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 Conceptual Campus Plan PROJECT 4 :10108 DATE: 01.11.2013 SCALE: 1" = 32' -0" PD -11 -006 A3.0 9 4 S D.1 Q Z Q W M a c c z a L z tl LL z LEGEND: Architectural Site Plan sc..r: 1 D J C C L L Steinberg Architects SL'Marys Parish 219 Bean Avenue Los Gatos, CA 95030 Steinberg Architects 60 Pierce Avenue San lose, California 01.11.2013 A &S RESPONSE #1 09.19.20 12 PLANNING RESPONSE #4 07.23.2012 PLANNING RESPONSE #3 06.01.2012 PLANNING RESPONSE #2 03.14.2012 PLANNING RESPONSE 41 12.19.2011 PLANNING DEPT. SUBMITTAL xcv oarx issue KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 Architectural Site Plan PROJECT #:10100 DARE: 01.1 6' -13 SCALE: 1/1 1W PD -11 -006 A3.1 B c Y S s LEGEND DESCRIPTION - PROPOSED EXISTING ABBREVIATIONS PROPERTY LINE -- AC ASPHALTIC CONCRETE !I ADJACENT PROPERTY LINE .. AD AREA DRAIN CENTERLINE _ 8C BACK OF CURB I.1 U T.., } CB CATCH BASIN - -- >= Stelr�`]ErC� Architects EASEMENT - - - - - - - CL CENTERLINE BUILDING LINE \ \...\ 1. ;.. ............ �... CO CLEAN OUT .. - ......... ;= w . .............. ...... __. .. ... ... .. .... ELECTROLIER <. DI ORO IN �T ... ............. .......... .._ _... : .... _ ._�.th_' _........... ...... ...._._.. ... .. _._ .._.... :VIC'i'6RY LAND..._ _.. ,N.......... _....._......._, STORM DRAIN MANHOLE .. DOOR - - LLI SANITARY SEWER MANHOLE ,,.7 EB ELECTRIC -. ' ' a N St, Marys Parish EP EDGE OF PAVEMENT _ -- ly _., ... -" 410 2t 2 Bean Avenue GAS METER du EV ELECTRIC VAULTv .¢ -- M1IO 6t� t PROF Los Gatos, CA 95030 VALVE j EW EDGE OF WALK ...` ' """'� EX EXISTING } \.. _ .1 ) v n6cxn6cl CATCH BASIN ® OR O ::a OR Ei „n ` 1 Steinberg Architects FF FINISH FLOOR;�� ..410.4 ... i ... >,_ci; ,...I 0 Pierce Avenue AREA DRAIN ® FL FLOW LINE -a/ / \ ,/ _ / San lose, California CLEAN OUT ;; FW FACE OF WALL sZ \1\ \!\ , /jx''' ✓ 41075; l<�;:'4C" O /�V k - .<6. ..... 0 WATER METER B GRN GROUND s I REMOVE D.I :: ,/i B INV INVERT ELEVATION "SD Whlsler Land Plannln \j - FIRE DEPARTMENT CONNECTION ^ JB 101 Lucas JUNCTION BOX ' ' - / s✓ �/ F + - San Rafael Valley Road Ste. 261 CA 94903 BACK FLOW PREVENTER LIP LIP OF GUTTER i\/ �' \ P. S.S.E. PRIVATE SANITARY SEWER EASEMENT POST INDICATOR VALVE - ti P,S.D.E. PRIVATE STORM DRAINAGE EASEMENT \' :'\ .r z" '\/ \ \ \ ° 1 !/ /- BOLLARD PV PAVEMENT - i SIGN RIM RIM ELEVATION -. % .. SDCO STORM DRAIN CLEANOUT TREE J - SDMH STORM DRAIN MANHOLE ° SPOT ELEVATION 100 00 - 5SCO SANITARY SEWER CLEANOUT CONTOUR- 15_ -_l - 55MH SANITARY SEWER MANHOLE }, •� ��y`., ;` k _`X \\� r /'�,y, r' „�; '4 -- CURB LB STREET LIGHT BOX TB TELEPHONE BOX ! `� - / • \ \ \ } v `4 F - CURB &GUTTER _ _ TC TOP OF CURB w `' BIOTREATMENT POND --- FENCE xx- ' +' - C I BUBBLER:•% RWL�� /rte \rF r7 T \< x TO TRENCH DRAIN ,n BOTTOM OF POND 409.6 41623 ........ ............. <................ g - TSB TRAFFIC SIGNAL BOX �-� � KIER &WRIGHT \ \.l. .. ... .... ; i RIM 40 .8. ,:+ \ „ ` '\ , x r, t::z AC PAVING TW TOP OF WALL 1. \:,, \ f �/ ` ti ,.. _ : ; » �' -� CIVIL 33505NoIt- -, oVmmORS, INC. PERMEABLE PAVERS 0 UB UTILITY BOX . -..' i \..'\ ♦ i \ r s\ - .fir i. _ 4( ,., SanuU0B)72166659301 _._..._ _.._.__... ..... _: LS LANDSCAPE ,. \. ?\ rr ra.! 5691 CONCRETE PAVING / �< ; ... - ) 3 \ \:,,�f ,;� / , !\ ,:� a f f 41 6.40 ..... . ..... VG VALLEY GUTTER /IX ✓ r / RETAINING WALL ® , ... ......... , 4 C s COARSE ORGANIC MULCH -,.,. •• m..'s$a, .; -v 'a: _ -4 ` -` _ x ' .410.6 /. EDGE OF PAVEMENT r ..._ � � ....... .. r , :, ,,f` ";\ .G` F '�;: �/X � >/�j lt,:� »� w SANITARY SEWER 55 ....... . <..y..M, .\ \ % �\{ /jCi\Z \ - �\\ 1{ .. ............._;,.;..... ,. .\ : -4106 Y'rr/ /11 r K\ \' `\t G \'L Y, 4720 416.33 , STORM DRAIN ..., - 410 4 r _ N. WATER W ... ....... .. > ............................. \. ,\ >�:10 _ "��t 'l �i yfyy4,�,�,\Y �f�'SS iv\ - /`/ a ✓ / _ ; ,?y!- ( -. s- `fey /rs�X''- .,Y4/>� .I)-t K ✓' !' FIRE SERVICE F5 AO GAS G .. j i_ < \E /TO ��\ REMOVED` , v OVERHEAD ...... ....... .. 01.11.13 A &S RESPONSE #1 4 c:' '- ; C4 0 A > ? i , 77. \ -__;� ( K -. -;v1 n i ; . ,,< . P' ;a,z z 3 < .- ` -cY :>:a' . sr?.. � �.: -dd F " s :. . .,,a , .r: - .".•, ! %; ` Z \, - .;." \.� {>- 1 \ �.�Y" . , y % :. - /i :. : >i -. .. � i: 1 ` Y. / \ f'. %/ '✓ .. .- )\c: / F .'.: \ B�Qcv i 009.10..12 Plaannning Response #3 RePOnse #2 12.8 o0n3.rz 14.12 Planning Response #1 413.83 : ,i Fi issue X 413.73 ". 4.09.6 :.,.. � ' . t ' 'i�...r ..,,. ,, >. -. „ = >.- -_..,. ,.. �- .._ ..._.... r _. > ,/�� PYl 'PERMEABLE PAVERS / ,. i) zr . . „z;'+ x r � ....,_,., ,_.. , � X ..� . � O ,FY fix. Z. i. :, <•, o: l .11. f� <3ryx 4,'7 -,: +`x•,. .... ... .. - -, .�..k` '`I ? \i.: ,K,T .Y e.. .,. , Y�.,� .. •z... .a: - -•`.� < , , . ,,..- .r. .409.9 r.X \ o , I- ..- :,i+. / -.ic 41 .09 3 r�>aa�/Cx,,. - .. FL 413.51-_ / •:, ,• .� ,..:.. .. x,h..r _,,,._R - F._:._:40854 .,.- �f - -_- r.. K,, 3 ./ �F� s {c - -_ ,ter, t _ .. .RIM 408.31 - - -.» F ^-` - ' _ _ ✓. ar.- <._ x - - >. I-� x 410.47 H ..OVERFLOW BRAIN RIM -:10.7 l 11 V 9.7 a: d / RIM 410.1 W- SDMH {! t RIM 408.21 r j\ � a KEY PLAN CHRISTY VI 2 DRAIN BOX St. Mary's Parish 1 ^ SEE PLAN FOR RIM _ U: And School z I _.\ _.. 5 New Junior High School cot B . ..... . ...... p P - - - Building BI ORON TION .......... 77,11 ` -12 219 Bean Avenue < II Los Gatos, CA 95030 < s 4 RWL \ `.•_ \\ r. GROUT PIPE _ , \ 12 ".., IN PLACE ( ^\ 3 MIRAFI 300- 11/D2" r r:, CRUSHE h m INLET PIPE (SEE PLAN '� I ! - DRAIN`R�OCbK I I�6„ FOR SIZE AND INVERT) PRELIMINARY GRADING - - - - -- SHEET INDEX '` '` &UTILITY PLAN (NORTH) - DIAMETER 12 i.::F C1.0 PRELIMINARY GRADING& UTILITY PLAN (NORTH) _ NOTE. �4 8 COBBLES CIA PRELIMINARY GRADING &UTILITY PLAN (SOUTH) 1. COBBLES SHALL BE 3-5- IN DIAMETER, LIN CREEK COBBLES, I .::^�24 �MIRAFI 140.N C1.2 PRELIMINARY GRADING & UTILITY PLAN (WEST) PROTECT #: 10108 0 JO ZO 30 - _.. ... DATE; 12.07.2011 AVAILABLE FROM LYNGSO GARDEN MATERIALS, (650) 364 -1730. - - C2.0 PRELIMINARY STORMWATER MANAGEMENT PLAN SCALE: AS SHOWN COBBLES SHALL BE PLACED AT A MIN. 2' BEYOND INLET AS SHOWN. C3.0 PRELIMINARY NEW & REPLACED IMPERVIOUS AREAS Scale V= 10 ft N.T.S. C4.0 SITE PLAN (EAST) 1 , O BUBBLER FOR RAINWATER LEADERS 1 ENERGY DISSIPATER 2 C4.1 SITE PLAN (WEST 1 USER:svelasq,xez I: \PROJECTS \A01017 -6 \OWG \PLANNING \PD PERMIT \C1.0 CRAD.dw9 JANUARY 14, 2013 8:32 AM T w VICTORY LANE......... w _ I � Y T. w 6 410.21 a10.6t „1•. N r„ , „. ,.„ / „-'•` Iw:,' PROPOSED UNDERGROUND ELECTRIC LLJ c. .. �� .......... ....... 'o §.: 410.4 ' _ G. REMOVE D.I. ^& 1 "SO \ l - i ,. + , F 416.40 y - i sr k 412.0 �: I 416.33 \ \ / w �` LOT LINE Tb` BE REMOVED J %r _j_ \S / Q I. s ti `1,T -s a 4 A 412.8 / <� 1 a 413;83 413.50 5 � X •t � i.. C 'Y r F. r,. 8 ' 41 3. 3 7 3 40 C 5: ✓, v .i. b: 1 PE EA VLE PAVERS v ,. _. �... . , ., :..<. ..:.. ........ ... - ......._ Steinberg Architects ` w 416 3 / 'a_ ' "90 b.: rY..S£.t'1 e t / ,,., is - , i x k i I 219 •: a ;� <., � '. ;`�. � I LOS 631 GatnAvenue Los os, ca 95030 t,^ Stelnherg Architects Avenue ` 50 an Jose, California s \ ~yPierce F F 416.40 H` -- Wh 51er Lantl Planning 101 Lucas Valley Road Ste. 261 i San Rafael CA94903 -- - 416.1- 416.1 - - - - -- 4162 --- - - - - -- — 416.2:; i.. _ 416.35 j 6.38 416 3 I W ti I I r I H KIER & WRIGHT n_ : I I `; \ ' �1. CIVIL ENGINEERS & SURVEYORS,.INC. S i \� 1 I I I ;I 335e�a r66659505d Z R ^I, 19eBU61 ]i]5641 416 2 >:? 416.2 .41615 \ I f I e 1., 415.3 c l a \ 415.3 — I i 415.1 1 ' I I s 415 > 2 > ]r . .. .`§ ©05.22.12 Planning Response N2 03.14.12 Planning Response #1 r x J I I . 1 4150 xlv on,E rssue s s C 3 4 9 F R B eioretmntan Area Malmorm.ce Plan far St Mary's O /10M2 Pro)ocl Addr.ssa:d Cases Streets 219 Roan Avo. Cross Street: Victory Lan. Assessors.Parcol No,; $10.44 -063.094,029 Property iwmer'. Rnmon Catholic Blahe , of San Jose Designsted Cor:loct: Teri Shepherd T,cVfflaSin.ss Managor Phone h1,.:409 354-3726 x 137 hducenpHsheriynln at mormIl Aridness'. 219 Bonn Avo. I..o% Game, CA 95950 "rho Properly eontall 'I mannerless, nme, malted As rleannbed teilow and as alinwn In the attached sib Plan', • Bioretastion Area i is located at the north and of the now paved parking and Playg round area. L Routine Maintenance AC rattles The prin.taide airicuenceebjective is to prevent sediment bui Wp _end clogging, Which reduces p 1,1,ft m removal eifldmlcy and may lead h, biemnennlon area falemo. Routine maintenance activities, and the factmacy at which they will bo conductod, am shown In Table 1. Table 1 Rounlne Malnrenx:ce Ace NlloeRor ..retention Areas I. Maintenance Task y 'i ra'i+'xa tn_cG-as, de's.. a.—hfrimbbwtanson hbrN — sn<a1MOP — > \ \\ anon!. 2 R tMCH,ry.c jsece�tla a: s!c�n. YNDO rvA,e.r,, ::4 ::in "alnn:2.a,:aY. It,-1 rnp,e It. s::Aaa sGl a-a:edant ,e:k a 1= s;,M.f:tiatc!x : :av:.,;se :"I.—a clue 1-hl, w. need. aaa stc.•m -s:cn Cie., —,f.n, l:de— \ ; R—as. repla:o tit deSd and disoa;od vmetotsxl. Tnl +ai -I o 'A P^ ovotvC nand the :ndel a,— Pon. And Tck'. "iwar „m+d to keep n_r m:a[RC•nbra neat ant o :drly II, xMr.: ^sn� Ron ." »...nvl.rmf:tx.•n am ce:N Punts ,mostly .....6. .......................................................................................... C'.eCS as :n w,.aa!apruop:5te. > :rr (1:rknes p2+.0.1 ............................... p1cu,4d) WrIa all l'emm'a] so ha lert is no I \ blolet`cion rrel nc�v :n. ni l.:nonneh ti "x fanne•1 ae,n <II'letc, [lee naaanof bale sail and',[ In:ns;t ::eara:2s ci• <,wean c; ue k,Ytmem r.,nn.N. bxxe the „v.a..v, —ii. f.acicrim ndannafel „ono owl ltz.•e lore rmu�nt Me vsrlace mW:e. 4p:ns 0 s e' • Molhis oft <r la.- as>a'mm�e7te. S �J.st. and olYe:sn:erztol alc.,mlat..l debris or nxMeel Vef�donb to ad disenx.. dt. ver8'ao x 7 ct+tinr e,- ,rev. Aharavr appc- �,cc. 6 DMIn, Mucl'is na 'ny"lz+4nin All fares" isec+'4 eC. accept Areas N bat p a ,l ado rxP1. 1, filer. vaaan% LI a'I" i mains a.nr Irt,m Ourkta aesenadvuts. Vl a.G Incpae In depJn cI al)Iearanu., et a d: a'A of. v lJ,.vlmr.:,,: ♦ _v- L1Anr.l,.iu ,.dn,a.,n. ,ed,ne4. ) ........ �. -- f.. ,\< ♦ N. •, 0 10 20 30 ' •��;. eioretmntan Area Malmorm.ce Plan far St Mary's O /10M2 Pro)ocl Addr.ssa:d Cases Streets 219 Roan Avo. Cross Street: Victory Lan. Assessors.Parcol No,; $10.44 -063.094,029 Property iwmer'. Rnmon Catholic Blahe , of San Jose Designsted Cor:loct: Teri Shepherd T,cVfflaSin.ss Managor Phone h1,.:409 354-3726 x 137 hducenpHsheriynln at mormIl Aridness'. 219 Bonn Avo. I..o% Game, CA 95950 "rho Properly eontall 'I mannerless, nme, malted As rleannbed teilow and as alinwn In the attached sib Plan', • Bioretastion Area i is located at the north and of the now paved parking and Playg round area. L Routine Maintenance AC rattles The prin.taide airicuenceebjective is to prevent sediment bui Wp _end clogging, Which reduces p 1,1,ft m removal eifldmlcy and may lead h, biemnennlon area falemo. Routine maintenance activities, and the factmacy at which they will bo conductod, am shown In Table 1. Table 1 Rounlne Malnrenx:ce Ace NlloeRor ..retention Areas I. Maintenance Task Fmgaen:ar at Task 'i ra'i+'xa tn_cG-as, de's.. a.—hfrimbbwtanson hbrN — sn<a1MOP — ': rcNy NfaM anydrpo;ca`fw :x:ny. anon!. 2 ne'- hlo- m :kn-. rem lot po,,A — "if l�ded tMCH,ry.c jsece�tla a: s!c�n. YNDO rvA,e.r,, ::4 ::in "alnn:2.a,:aY. It,-1 rnp,e It. s::Aaa sGl a-a:edant ,e:k a 1= s;,M.f:tiatc!x : :av:.,;se :"I.—a clue 1-hl, w. need. aaa stc.•m -s:cn Cie., —,f.n, l:de— PVS 4 R—as. repla:o tit deSd and disoa;od vmetotsxl. Tnl +ai -I o 'A P^ ovotvC nand the :ndel a,— Pon. And Tck'. "iwar „m+d to keep n_r m:a[RC•nbra neat ant o :drly II, xMr.: ^sn� Ron ." »...nvl.rmf:tx.•n am ce:N Punts ,mostly .....6. .......................................................................................... C'.eCS as :n w,.aa!apruop:5te. > :rr (1:rknes p2+.0.1 ............................... p1cu,4d) WrIa all l'emm'a] so ha lert is no :Lt <are;»•yr e:wr r -::,I, aa:.we.mr Wla:P,a4 blolet`cion rrel nc�v :n. 4. -mean l.:nonneh ti "x fanne•1 ae,n <II'letc, [lee naaanof bale sail and',[ In:ns;t ::eara:2s ci• <,wean c; ue k,Ytmem r.,nn.N. bxxe the „v.a..v, —ii. f.acicrim ndannafel „ono owl ltz.•e lore rmu�nt Me vsrlace mW:e. 4p:ns 0 :In, -.mot bx-e e: -.tin are: oa,Ba :aewrnod nrpezaa Molhis oft <r la.- as>a'mm�e7te. S �J.st. and olYe:sn:erztol alc.,mlat..l debris or nxMeel IOTREATMENT MAINTENANCE USER; .vela,,,,, I: \PROJECTS \A01017 -6 \DWG \PLANNING \PO PERMIT \CI.O GRAO.d— JANUARY 14. 2013 8:32 AM I " t' I 1 ` I ♦ s \ h k n A r r �d k .Y M I ............ , SEE SHEET C1.1 yam- Steinberg Architects \ ...: l . - ...... ,'ll PileEnc .IPa'N .:Nnm :e ,low, tl M Naoa 0,71x1 rm,nln4nMnrc�In.man:u rnv not wnfu.4E. roe MCn anillt, line: an s ronen ed ': rcNy NfaM N VF \ I adlm: Y a„i., corn,. M„n YNDO MEilncltl a I�ad, b crepe P r brae -IVmn n:rn n:xedee orea . i. ImpoeM C'ad =m:ml »e< l <, vea ureNlains. 2 TIS,h W0.dxis llesho dd,,-b cex-,WUNira4 Tn0l.rd dablls n—cd'IUalM ,mostly 8 -nd x. GtiJ.axdmd,-a14e.,r in WrIa all l'emm'a] so ha lert is no blolet`cion rrel I 4. -mean l.:nonneh ti "x fanne•1 ae,n <II'letc, [lee naaanof bale sail and',[ i� /r. ... %•, ., 41her q•drnn of creslcn, Sobs:. m'c• a vitic a no non -1, anho, i tiry: e, VagaWG,u Vef�donb to ad disenx.. dt. ver8'ao x 7 ct+tinr e,- ,rev. Aharavr appc- �,cc. 6 DMIn, Mucl'is na 'ny"lz+4nin All fares" isec+'4 eC. accept Areas N bat p a ,l ado rxP1. 1, filer. vaaan% LI a'I" i mains a.nr Irt,m Ourkta aesenadvuts. Vl a.G Incpae In depJn cI al)Iearanu., et a d: a'A of. v lJ,.vlmr.:,,: ♦ _v- L1Anr.l,.iu ,.dn,a.,n. ,ed,ne4. ) ........ �. -- f.. ,\< ♦ N. •, 0 10 20 30 ' •��;. k., li Scale l " = 10f[ ... .. .....\ I Riamkn anA— Ma'sions ePban (1toollrap.6- PfopedyAddres:219Bean Ae. Los Gstos,CA TrmtmoHMoasamme,:t II. Use of Pesticides Tim use of post :Gdo i and Quisk release fertilizers shall be minimized, and the pdnciplas a Integrated pact monmgomonl (IPM) Wavrod: 1, Employ ra- comical cordials( biological, Physical and -11ust conhols) before using chamicais to !rant a post problem. 2. Primo plank properly and at the aplmria[e[lire of year. 3 Provide adequate urigatlon for landscape plants. Do ad mrsrwato,. 4. Umitlartnlrzar use armas sell testing indicates a defkicncy, Slow-release or organicfcrtilizar is preferable, Chse wish municipalty tot specific requirements. J. Pest Control should avoid harming sell -tar get organisms, or neganvey affecting art and water, qn.l :ny and public health. Apply chemical conlrola only when ramad eing maicame that orovental and nonchemlcad methods are twt keeping posts below scesolablo lovols. When pasgckhe or 'e monted, apply the Mast toxic ad 11. least persistent pesticide that will Provide adcquaw post control. Do not apply postoldes on a prescmodified basis. 6. Svreap up apt led fai leer and pesticides. Do at wash corny or bar ?each spills. Do a pesticide. ra only here the Infestation -ads, Foliaw the 7. r tevaraPPMPa Sp my Vw manulPmuol's Insfmcibns for mixing nntl applying motorhk a Only licensed; dallied pesholde applicatens shall apply peslledes. 9. Apply . pesticides at the appropriate lime to maximize their effectiveness arm minim2e the i like lihood of discharging pesticides Into runoff. Nth the exception of pre - emergent, peslkide$, avail apr6cruba if min is expected. 10. Umwanted'ame.d pesticides shall be disposed as hociadaus vast_. IIL Vector Control generous,,. n Sh Shall not Ie mosquito Iss u.n lals. mnact rho for atom Iran five days, no Central mosquito 6h011L1 any mOSQUI[0I$aae$ ad80, COn1aCl Itw $311[8 Clara Valley VOmOr.CCn1r01 OISIIICI (Oishio0. Mosguib larvicides $hall be applied only when nbsuiulcly nccessmy :PS adkutttl by the Chiral and then only by a pcensed pnoressional or contractor. Coa lmif —i.h.n for the Cislrictis provided b.1- Same Clam Valley Vector Control nlnfAct 1560 Sager Cf. San Jos., Cafifomia 95112 Phase: (4081918.4770! (600) 675 -1155. Pax: (408) 29 &0356 — ccorevar.feortaVsitefvaelor. A1. Inspections The'as, ad Bioreleal Area Inspecllon and Maintenance Checxlist shall be used to conduct nsaadions monthly (o, as headed), identify needed maintenance, and record maintenance that e conducted. P'npatVAddrass: 219 'can Ave, Les Gel- CA Ta, -,t at I4Aan.la Nn” PAM rf I)sxrT'ICn' Irslx_uI(v; Rinrelhnfirlrs Arna Inaim fin. and 'Maintanm)ce Check[isl Properly Ow-; 11cncn CElnolo0i§xgofesn-o9e -yea nl Iner.-rn M.111 =re `yJ21 S.aa'xn Annr':e *,n ft Fno rl Wn-,^x. —. l�lel. OCCa! Cond tiom v:non clahaenance to PileEnc .IPa'N .:Nnm :e ,low, tl M Naoa 0,71x1 rm,nln4nMnrc�In.man:u rnv not wnfu.4E. roe MCn anillt, line: an s ronen ed ': rcNy NfaM lYoe1,.nr.1 1. v' wlitl,uued rnu e�r°,e. uueli'e ni'G,Iwhi.neI adlm: Y a„i., corn,. M„n MEilncltl a I�ad, b crepe P r brae -IVmn n:rn n:xedee orea . i. ImpoeM C'ad =m:ml »e< l vea ureNlains. 2 TIS,h W0.dxis llesho dd,,-b cex-,WUNira4 Tn0l.rd dablls n—cd'IUalM ,mostly 8 -nd x. GtiJ.axdmd,-a14e.,r in WrIa all l'emm'a] so ha lert is no blolet`cion rrel :,.] of hiloo,'e. Mou'IFIa ,. ; 4«rrare'r 4. -mean l.:nonneh ti "x fanne•1 ae,n <II'letc, [lee naaanof bale sail and',[ ribahnrtolx. o•:d r-odimartrm,oie! .ha. U. lava he,lra J 41her q•drnn of creslcn, Sobs:. m'c• a vitic a no non -1, anho, 9epse�l tl Papa, a e, VagaWG,u Vef�donb to ad disenx.. dt. ver8'ao x ct+tinr e,- ,rev. Aharavr appc- �,cc. 6 DMIn, Mucl'is na 'ny"lz+4nin All fares" isec+'4 eC. accept Areas N bat p a ,l ado rxP1. 1, filer. vaaan% LI a'I" i mains a.nr Irt,m Ourkta aesenadvuts. Vl a.G Incpae In depJn cI al)Iearanu., et a d: a'A of. v lJ,.vlmr.:,,: Ar)aarananrd ra),rlyd wawa o-ar l�lo�luitme: W IlamiGbn ai L1Anr.l,.iu ,.dn,a.,n. ,ed,ne4. Bi.nclu:uanh::c Maim. —rim '{ws CDmr, St. Marys Parish .219 Bean Avenue Los Gatos, CAL 95030 pacanea Steinberg Architects 60 Pierce Avenue San Jose, California Whisler Land Planning 101 Lucas Valley Road Ste. 261 San Rafael CA 94903 IrW KIER & WRIGHT 'CIVIL ENGINEERS & SURVEYORS, INC. ass. swa so.e.to auld„v t, smu aara, cal lo91a ss os d 727 Fax -08)O81 72 7 Stier A09.30.12 Planning Response tl3 Q03.14.12 Planning Response Ol n,4 aAle Islas KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 PRELIMINARY GRADING & UTILITY PLAN (WEST) PROJECT P: 10108 DATE: 12,07.2011 SCALE: AS SHOWN C1.2 tl 9 g B ii LEGEND HARDSCAPE DISCHARGING TO 111711,50s BIOTREATMENT POND SOURCE CONTROL MEASURES I, DRAIN INLETS SHALL BE LABELED "NO DUMPING - FLOWS TO THE BAY ". 2. MAINTENANCE SHALL INCLUDE REGULAR PAVEMENT SWEEPING AND CATCH BASIN CLEANING 3. PLANTING SHALL INCLUDE BENEFICIAL LANDSCAPING TO MINIMIZE RUNOFF AND USE OF PESTICIDES AND FERTILIZERS. BIOTREATMENT MAINTENANCE FOR BIOTREATMENT MAINTENANCE REFER TO SHEET CI.2. Vic TQRX LAIN ........ f .:. 9 99F9�9�9 �19 - -_ Steinbe g Architects 1 A' 11 1 - cuwr St. Marys Parish venue Los Gatos, ACA. 95030 I�I���IIII 9 - '"A NEW JDNID HIGH SCHOOLI® _.. .... ... . ... ..... f_ Steinberg Architects L 60 Pierc e Avenue San lose, Californla RW 's t c Land Planning 101 Lucas 101 Lucas Valley Ste. 261 CA 94903 San Rafael CA T { " t KIER & WRIGHT j29 700 Sf �'^, -' >•;4 :r CIVIL ENGINEERS & SURVEYORS, INC. 31909ca1BOUlen,Nld0)) - � z -.,*. a sxmac an, ca ro•o aesos9 Y ���,( -{,�y����� - ... _ 1909) >)275G J1�OWNA }b 91 -� � AE - ; fax 1909))))5691 Zug ABE THE ILILwBE l i MEN r'iz _ } e � , a STORM WATER TREATMENT METHODOLOGY 6" MINI N.T.S. IM•, ? CLASS II PERMEABLE PER CALTRANS STD. BIORETENTION POND - CONCEPTUAL SECTION IICFR <win=n„e� I' \PR(1.IF!'TC \An1n1) —F \n \PI ANNINn\PII PERMIT \f"r n < RM a,,,n .IANIIAnY to ­1 N 11 AM ...., PLANT MATERIALS ©09.10.12 Planning Response #3 1. BIOTREATMENT AREAS SHALL BE CONSTRUCTED UNDER mz .� S °'` `. „ • -- • EXISTING CONDITIONS: ( THE OBSERVATION OF THE SOILS ENGINEER. w "� .• i OVERFLOW ., - /" `�- -. i THE PROJECT IS A REDEVELOPMENT PROJECTTHAT INVOLVES REPLACING A PORTION OF AN EXISTING WATERSHED AREA OF A LEA5T 24,710 SF MUST BE CONVEYED TO THE NEW BIOTREATMENT POND. THE S LLB. ,.. s' -.• °`....., (SEE PLAN FOR ..._ ,._, "�.,.• ' -� IMPERVIOUS AREA WHICH WILL BE CONVEYED TO THE BIOTREATMENT POND IS 29;700 SF AND IS LARGER DEVELOPED SITE WITH A NEW BUILDING, HARDSCAPEAND LANDSCAPE IMPROVEMENTS. ALSO, AN 2. NO BARK MULCH SHALL BE PLACED IN THE = •"" RIM 'LE.) ; EXISTING BUILDING WILL BE REMODELED AND WILL ADD A SMALL AMOUNT ON NEW AND REPLACED BIOTREATMENT AREA. COTG ` ", '" SEE PLAN FOR -- ELEVATIONS M E�O� ". PONDING STORAGE :� -•./ . ✓ "'- COTG IMPERVIOUSAREA. / ..; ` 'CRUSHED 6 ROCK VOLUME 0.5' PONDING DEPTH �:. / ♦♦ /�♦ PROPOSED CONDITIONS 3. SOIL MEDIA SPECIFICATIONS SHALL COMPLY WITH 'vJ> ♦/ /� % />' ♦� gpORTION OF THE REDEVELOPED SITE WILL DRAIN TO THE NORTH AND BE TREATED BY A OF URPPP STORMWATER �\ /� ♦ /��T ♦ ♦\♦ — — ♦♦ /��j? �j BIOTREATMENT POND AT THE NORTHERLY PORTION OF THE SITE. DUE TO LOCATION, GRADE, OR FROM SOME OF NEW AND REPLACED IMPERVIOUS AREAS WILL HANDBOOK, APRIL 2012 / /�/ .77 - /�Y --'�',�l PLUMBING REQUIREMENTS, RUNOFF THE NOT BE ABLE TO. BE CONVEYED TO THE NEW BIOTREATMENT POND, THEREFORE, UNTREATED: RUNOFF FROM OTHER. PORTIONS OF THE SITE WITH SIMILAR COVERAGE CHARACTERISTICS WILL BE SUBSTITUTED - _.s - SANDY LOAM - P� FOR THOSE AREAS OF THE REDEVELOPED SITE THAT CANNOT BE CONVEYED TO THE BIOTREATMENT 6" MINI N.T.S. IM•, ? CLASS II PERMEABLE PER CALTRANS STD. BIORETENTION POND - CONCEPTUAL SECTION IICFR <win=n„e� I' \PR(1.IF!'TC \An1n1) —F \n \PI ANNINn\PII PERMIT \f"r n < RM a,,,n .IANIIAnY to ­1 N 11 AM , •9 PLANTING SOIL. ♦ POND. ©09.10.12 Planning Response #3 pt_f �— _-..... �l A PORTION OF THE NEW IMPERVIOUS AREA (NORTHERLY OF THE NEWJUNIOR HIGH SCHOOL ) WILL „ • -- • SHEETFLOW.INTO THE BIOTREATMENT POND. THE BALANCE OFTHE RUNOFF FROM THE NEW AND A SUBSTITUTED AREAS TO BE TREATED WILL BE INTERCEPTED BY AN EXISTING VALLEY GUTTER AND 5 DIRECTED INTO THE BIOTREATMENT POND VIA A DRAIN INLET AND PIPE. THE PROPOSED NEW AND REPLACED IMPERVIOUS AREA TOTALS 24,710 SF. THEREFORE A {.3 s / II i 4 OSDR 35 PERf, PIPE WATERSHED AREA OF A LEA5T 24,710 SF MUST BE CONVEYED TO THE NEW BIOTREATMENT POND. THE S (HOLES DOWN) IMPERVIOUS AREA WHICH WILL BE CONVEYED TO THE BIOTREATMENT POND IS 29;700 SF AND IS LARGER OUTLET PIPE •` {SEE PLAN FOR INVERT) ` THAN REQUIRED. THE POND WILL BE SIZED TO TREAT 24,710 SF. ANY FLOWS WHICH EXCEED THE ' ( CAPACITY OF THE POND WILL BE .CONVEYED TO THE STORM DRAIN VIA AN OVERFLOW DRAIN. - WAARE'NOT DE51'G 'EED AS A SELF-TREATING AREA TH`EY�WILL BE CONSIDERED AS�� M E�O� , •9 a) .. A y r 60 Ga BIOTREATMENT POND SIZING NEW & REPLACED IMPERVIOUS AREA ( 24, � �710 S�.F.�SEE SHEET C3.0) ✓ REQUIRED SIZE OF BIOTREATMENT AREA = 4% OF. NEW AND ,ft\EPLACED IMPERVIOUS AREA: AiV-�n 5 24,710 S,FNc 0.04 = 988 S.F AREA OF BIOTREATMENT POND = 1,156 ±.S.F. (988 S.F MIN) IMPERVIOUS AREA BEING CONVEYED TO BIOTREATMENT POND FOR TREATMENT = 29,700 S.F. 29,700 S.F. 4,710 S.JOK) �� A\5 KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 PRELIMINARY STORMWATER MANAGEMENT PLAN PROJECT #: 10108 DATE: 12.07.2011 SCALE: AS SHOWN C2.0 ©01.11.13 A &SRESPONSE #1 ©09.10.12 Planning Response #3 pt_f �— _-..... �l .7 Q03.14,12 Planning Response #1 Slk i T s / II i ....... \vim •y_ / / a) .. A y r 60 Ga BIOTREATMENT POND SIZING NEW & REPLACED IMPERVIOUS AREA ( 24, � �710 S�.F.�SEE SHEET C3.0) ✓ REQUIRED SIZE OF BIOTREATMENT AREA = 4% OF. NEW AND ,ft\EPLACED IMPERVIOUS AREA: AiV-�n 5 24,710 S,FNc 0.04 = 988 S.F AREA OF BIOTREATMENT POND = 1,156 ±.S.F. (988 S.F MIN) IMPERVIOUS AREA BEING CONVEYED TO BIOTREATMENT POND FOR TREATMENT = 29,700 S.F. 29,700 S.F. 4,710 S.JOK) �� A\5 KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 PRELIMINARY STORMWATER MANAGEMENT PLAN PROJECT #: 10108 DATE: 12.07.2011 SCALE: AS SHOWN C2.0 3 k 4 Y m 5 E VICTORYI.A.NE ...... i.,..r ... ,„ ..........._.F V s _ h ,I I ;I I r I I I !I I I 41Lj Steinberg Architects CLIMT St. Marys Parish 219 Bean Avenue - - -- Los Gatos, CA. 95030 nacanml Steinberg Architects 60 Pierce Avenue San lase, California Whisler Land Planning 101 LuCas Valley Road Ste. 261 San Rafael CA 94903 IrW KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 33so scan soul <vaN, Building xx Santa CN,a, Ca0rfi66y900$1 1900)xx fan NB01 xxI 5691 A01.11.13 A&SRESPONSE 41 A09.10.12 Planning Response #3 ,&03.14.12 Planning Response #1 1. a- esue .11- b %E-1 r- \Anlel]— n\nwr.\oi ANN—API PFaun\r n —d— 1-11-Y IA -11 a va - TOTAL PROPOSED NEW AND REPLACED IMPERVIOUS AREAS 414,11 0 S.F.1� i 0 20 40 60 Scale 1" = 204t KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Gran Avenue Los Gatos, CA 95030 PRELIMINARY NEW & REPLACED IMPERVIOUS AREAS PROJECT #: 10108 DATE: 12.07.2011 SCALE: AS SHOWN C3.0 iI I I \ i D 11 I it I I I I I I I 41Lj Steinberg Architects CLIMT St. Marys Parish 219 Bean Avenue - - -- Los Gatos, CA. 95030 nacanml Steinberg Architects 60 Pierce Avenue San lase, California Whisler Land Planning 101 LuCas Valley Road Ste. 261 San Rafael CA 94903 IrW KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 33so scan soul <vaN, Building xx Santa CN,a, Ca0rfi66y900$1 1900)xx fan NB01 xxI 5691 A01.11.13 A&SRESPONSE 41 A09.10.12 Planning Response #3 ,&03.14.12 Planning Response #1 1. a- esue .11- b %E-1 r- \Anlel]— n\nwr.\oi ANN—API PFaun\r n —d— 1-11-Y IA -11 a va - TOTAL PROPOSED NEW AND REPLACED IMPERVIOUS AREAS 414,11 0 S.F.1� i 0 20 40 60 Scale 1" = 204t KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Gran Avenue Los Gatos, CA 95030 PRELIMINARY NEW & REPLACED IMPERVIOUS AREAS PROJECT #: 10108 DATE: 12.07.2011 SCALE: AS SHOWN C3.0 k Si d Y 9 G 9 z a a D T � 1 1 {i .. 4 t I 'tt '`�` /.- r %✓>'T gi C is F, it it 7 3L II 1 �. y , ;I -P✓ -.9 � �• ,. a ,V i r � i 8 ......_ a ... ..... . s _ __..._ ._. _ .... , % rl ;_ a / I : I e . . ....... s,L a T ..... .............. ( t` R a n i . Y \} \ \ iyc1 MAC ,HLINE : V7.1 Ra ;e.. x LEGEND PL CUT FILL 1 � EX. BUILDING TO REMAIN -� rt EX. BUILDING TO REMAIN 1 NEW RET. WALL EXIST. BUILDING TO BE REMOVED ], �l T � 1 1 {i .. 4 t I 'tt '`�` /.- r %✓>'T gi C is F, it it 7 3L II 1 �. y , ;I -P✓ -.9 � �• ,. a ,V i r � i 8 ......_ a ... ..... . s _ __..._ ._. _ .... , % rl ;_ a / I : I e . . ....... s,L a T ..... .............. ( t` R a n i . Y \} \ \ iyc1 MAC ,HLINE : V7.1 Ra ;e.. x LEGEND PL CUT FILL BUILDINGS 147 620 EX. BUILDING TO REMAIN -� EX. BUILDING TO REMAIN 1 NEW RET. WALL EXIST. BUILDING TO BE REMOVED ], �l 412 .�.,(..... .. .. _... -- BIORETENTION BASIN ... ......_. ....... _.... ... .....____ -_ . ............ ._._._.___.._.......... 412 '� IMPORT 229 TABLE OF EXISTING AND PROPOSED IMPERVIOUS AREAS d NEW AC PAVING i 41 3 '. 1 410 .�J. err L c: fxinin£p imlxrvioUti mlracn u a £ 1 I ¢ s lvxl,z 1 ud.ry bt' I § EX. GRAD J i I I 408 -_. -. ..._.._..... . ..... _._...._._ _.__ __. 408 2z. on. It 0 Now lmponJous udace area c•Gatnd'ndded nG pm M project ( 2.6so1 SECTION I Toth now animpta •'d l'nper mum surin—neal(d +6) HORIZ. 1 " =5' VERT. 1 " =2' ) ,l 5 ,ry INat.2rnbprnlerA 110 {cn�lons sudaco alen(o, o) W L. pnneln I11mos., ,plat�41198n1.1 In p.M.u., nudat. Q— (f o x icra .,,Ai.:.,,::,., rvaan - m -n en -- .1ewu v 1e vms n an eu NEW AC PAVING SECTION HORIZ. 1 "= 5'VERT. 1 " =2' 2 L— \- EX. GRADE II m ®� �16 D I I I I I 1 I T1ry £ k m = m = LIMITOF GRADING /DISTURBED AREA(33,50051F) TABLE OF EARTHWORK QUANTITIES CUT FILL BUILDINGS 147 620 PARKING 359 50 LANDSCAPING 35 100 541 770 EXPORT 0 IMPORT 229 TABLE OF EXISTING AND PROPOSED IMPERVIOUS AREAS a fol.hile area t£a aefee L. Estimated —If land disludlann3 during constmoRnn (:SA:Ied - t1k.Mn Inc,dh,q 11,. va bn) err acres c: fxinin£p imlxrvioUti mlracn u a £ 1 I ¢ s lvxl,z 1 ud.ry bt' I § i ars. i'x',ast ovs 5, Lukinp 1A, N1v's.e- J3w�7',s. uavati w,vkxayG andil eowalc el:) 194aM sq. It. d. Eximin0 impervious smfraCe area replaced as pen df projecl 2z. on. It 0 Now lmponJous udace area c•Gatnd'ndded nG pm M project ( 2.6so1 ul. fl I Toth now animpta •'d l'nper mum surin—neal(d +6) 5<I Il ,ry INat.2rnbprnlerA 110 {cn�lons sudaco alen(o, o) W L. pnneln I11mos., ,plat�41198n1.1 In p.M.u., nudat. Q— (f o x I(G_�_ se .(For radavalcpmont p,gocls only) 5 JII1 S 72 . Steinberg Architects St. Marys Parlsh 219 Bean Avenue Los Gatos, CA. 95030 § rv;cnnrcr Steinberg Architects 60 Pierce Avenue San Jose, California Whisler Land Planning 101 Lucas Valley Road Ste. 261 San Rafael CA 94903 L-' el y 0 20 40 60 Scale 1" = 20 ft W KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. ,),0_n_ mro, s:, dms zz Santa 909)]2]666545054 faa 1.072] S641 ©01.11.13 A &$ RESPONSE 41 Z109.10.12 Planning Response #3 s&0e3E14.12 PIannning Response #1 KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 SITE PLAN (EAST) PROJECT #: 10108 DATE: 12 .07,2011 SCALE: AS SHOWN C4.0 ----------- einberg Architects EILIENT I St M1 a6crryos Parish c9BA venue Ls G.ts, CA. 95030 . ... ...... hr'- Ste] nbarg Architects Si I q 6 Pierce Avenue 0 San Jose. California Whl'Ier Land Planning 101 Lucas ValleY Road Ste, 261 San Rafael CA 94903 KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. ,3Sa (90611 }} 6665 fan 19061 } } }6fi11 &03.14.12 Planning Response #1 REV ow ISSUE I \Pno.Urr-\ Anin17—A\—\PI A,UNU,rAPn --m- n nrA — IANIIAnY 1,S 1.11 . n — m m m m LIMIT OF GRADING /DISTURBED AREA 0 20 •0 60 KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gates, CA 95030 SITE PLAN (WEST) PROJE T#: 10108 DATE: 1 2.07.2011 SCALE: AS SHOWN I Iffiml ......... . ... . . . ........... . .. ......... . ......... .. .. . -2 y . ....... !E) Ji ... ...... . .... ...... ! CHLI - -M, iilm� 4 MAN IN . . ... .. ..... einberg Architects EILIENT I St M1 a6crryos Parish c9BA venue Ls G.ts, CA. 95030 . ... ...... hr'- Ste] nbarg Architects Si I q 6 Pierce Avenue 0 San Jose. California Whl'Ier Land Planning 101 Lucas ValleY Road Ste, 261 San Rafael CA 94903 KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. ,3Sa (90611 }} 6665 fan 19061 } } }6fi11 &03.14.12 Planning Response #1 REV ow ISSUE I \Pno.Urr-\ Anin17—A\—\PI A,UNU,rAPn --m- n nrA — IANIIAnY 1,S 1.11 . n — m m m m LIMIT OF GRADING /DISTURBED AREA 0 20 •0 60 KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gates, CA 95030 SITE PLAN (WEST) PROJE T#: 10108 DATE: 1 2.07.2011 SCALE: AS SHOWN I Iffiml Whl'Ier Land Planning 101 Lucas ValleY Road Ste, 261 San Rafael CA 94903 KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. ,3Sa (90611 }} 6665 fan 19061 } } }6fi11 &03.14.12 Planning Response #1 REV ow ISSUE I \Pno.Urr-\ Anin17—A\—\PI A,UNU,rAPn --m- n nrA — IANIIAnY 1,S 1.11 . n — m m m m LIMIT OF GRADING /DISTURBED AREA 0 20 •0 60 KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gates, CA 95030 SITE PLAN (WEST) PROJE T#: 10108 DATE: 1 2.07.2011 SCALE: AS SHOWN I Iffiml 9 9 n a E S a °E E 4 E i I i I I I I I I I I I V1- I I 1 1 I I� Im I O I0 I 1 I 1 1 I I I I I i i I 1 I 1 ---------------------- ----- - - - --1 I ----------------------------- so 8TH GRADE Ell CLASSROOM FFflTFFFf I STORAGE I I I I SCIENCE LAB ® I I I II�Q- =- q'II�p- �-951I b-0 Did ® I I 1 7TH GRADE EO ® ED I I I I I CLASSROOM I fI`�Q— n9'II�Qn -9}II 1f�p�q'I�E�- -q}fII O�D�O O�d6d ® I I I I I 1 ® I I I I EL OR I 1 I I F BREAKOUT ROOM I r l I I r i I ACULTY REST%% I I �� \ROOF,I LLL jl i _ 6111 GRADE CLASSROOM - -- E� OFFICE `lam i --------------- ---- �- ax 1 Second Floor Plan se- W.- 2 First Floor Plan 1 — . Ira -` Steinberg Architects UlIn St. Mary's Parish 219 Bean Avenue Los Gatos, CA. 95030 Steinberg Architects 60 Pierce Avenue San Jose, California 01.11.2013 A &S RESPONSE #1 �j 09.19.2012 PLANNING RESPONSE It 07.23.2012 .PLANNING RESPONSE W3 06.01.2012 PLANNING RESPONSE N2 03.14.2012 PLANNING RESPONSE HI A4.1 12.19.2011 PLANNING DEPT. SUBMfITAL aFV eglE r55U_ W 6 K O U KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 New Junior High School First & Second Floor Plan PROJECT k:111FG DATE: 01.11.2013 PD -11 -006 A4.0 s Y I - (E) RETAIL STORE 61 KEY NOTES Oi EXTERIOR CEMENT PLASTER ASSEMBLY (D ALUM, STOREFRONT WINDOW 0 ALUM. STOREFRONT DOOR O METAL DOOR IN METAL FRAME O5 STEEL COLUMN, PAINTED © MASONRY WALL WITH STUCCO FINISH, SEE LANDSCAPE DRAWINGS O METAL PICKET VEHICULAR GATE, SEE LANDSCAPE DRAWINGS Qe BRICK MASONRY WALL TO MATCH EXISTING O MECHANICAL DUCTS ,o BRICK VENEER n METAL SUNSHADE Iz METAL CANOPY, PAINTED ,] MECHANICAL WELL SCREEN BEYOND ,a CONTROL JOINT, TYP. ,s BRICK VENEER, TYP. T6 LIGHT FIXTURE, TYP. n WOOD FASCIA, .PAINTED MIUnr LANt SOUTH ELEVATION 4 .ALE: 3/2rn•0 NEW COVERED EATING AREA ® N i -------------------------------- `-- -------- - - -------- ------------ ----------- MAXIMUM ALLOWABLE}1ELGILL-------- .M --------------------------------- (E) GRADE AT VICTORY LANE Steinberg Architects —.1 SL Marys Parish 219 Dean Avenue Los Gatos, CA. 95030 WHGEcT Steinberg Architects 60 Pierce Avenue San lose, California 2 02013 A &S RESPONSE #1 PROPERTY LINE 09.19.1.11.2012 PLANNING RESPONSE #4 t] 3 ,,TOR Oz ROOF NORTH ELEVATION 06.01.2012 PLANNING RESPONSE #2 ­E: 3122•.x0• 03.14.2012 PLANNING RESPONSE #1 SECQNp FLOOR CEILING a._o. — - __ _______________________________ _________________________, . - PARAPET_ _ 9 ei � CLASSROOM CLASSROOM SECO.YD FLOOR LEVEL __________ -- ....w.._... - FIfleTROCRCEILING r------- ----------------- ___, -- ti .___ ___________ ♦10 -0 T 1 e CAMPUS COURTYARD i E T D . LIBRARY ii HALLWAY 0 CLASSROOM VICTORY LANE nRST R0OR LEVEL M NEW PROPOSED JUNIOR HIGH SCHOOL BUILDING o - _ BUILDING SECTION - ScuE: 3/22-•2.0. (E) RETAIL STORE 61 KEY NOTES Oi EXTERIOR CEMENT PLASTER ASSEMBLY (D ALUM, STOREFRONT WINDOW 0 ALUM. STOREFRONT DOOR O METAL DOOR IN METAL FRAME O5 STEEL COLUMN, PAINTED © MASONRY WALL WITH STUCCO FINISH, SEE LANDSCAPE DRAWINGS O METAL PICKET VEHICULAR GATE, SEE LANDSCAPE DRAWINGS Qe BRICK MASONRY WALL TO MATCH EXISTING O MECHANICAL DUCTS ,o BRICK VENEER n METAL SUNSHADE Iz METAL CANOPY, PAINTED ,] MECHANICAL WELL SCREEN BEYOND ,a CONTROL JOINT, TYP. ,s BRICK VENEER, TYP. T6 LIGHT FIXTURE, TYP. n WOOD FASCIA, .PAINTED MIUnr LANt SOUTH ELEVATION 4 .ALE: 3/2rn•0 NEW COVERED EATING AREA ® N i -------------------------------- `-- -------- - - -------- ------------ ----------- MAXIMUM ALLOWABLE}1ELGILL-------- .M --------------------------------- (E) GRADE AT VICTORY LANE Steinberg Architects —.1 SL Marys Parish 219 Dean Avenue Los Gatos, CA. 95030 WHGEcT Steinberg Architects 60 Pierce Avenue San lose, California 2 02013 A &S RESPONSE #1 IIJJ 09.19.1.11.2012 PLANNING RESPONSE #4 3 06.23.2012 PLANNING RESPONSE #3 NORTH ELEVATION 06.01.2012 PLANNING RESPONSE #2 ­E: 3122•.x0• 03.14.2012 PLANNING RESPONSE #1 12.19.2011 PLANNING DEPT. SUBMITTAL aEV DATE DDIE i0P Or aw —_ __________ SECOND FLOOR LEVEL / s � - M o - _ - /•�� (E)1 STORY CLASSROOM BLDG., ________ _____________ —___ _____. KEY PLAN WEST ELEVATION 2 St, Mary's Parish And School Planned Development a Zoning Application ----------------------------------------------------------------------- 219 Bean Avenue y Los Gatos, CA 95030 L/II LLLVM FTUiN SCAE: 3/32 --- Building Elevations & Building Section PROJECT #: 10108 DATE: 01.11.2013 SCALE; 3/32 " - V -0" PD -11 -006 A4.1 R P F 8 VICTORY LANE - LOOKING WEST SGT[: 1 /16' -1'p BEAN AVE. Steinberg Architects —.1 SL Marys Parish 219 Bean Avenue Los Gatos, CA. 95030 PxCil(fCr Steinberg Architects 60 Pierce Avenue San lose, California 01.11.2013 A &S RESPONSE #1 09.19.2012 PLANNING RESPONSE #4 07.23.2012 PLAN NING RESPONSE #3 0' .2012 PLANNING RESPONSE #2 03.14.2012 PLANNING RESPONSE #1 12.19.2011 PLANNING DEPT. SUBMfITAL aev onrr asu= VICTORY LANE - LOOKING EAST scut, r/r.'.- s� IwEiwzrNxaror I � ' I KEY MAP N KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 VICTORY LANE - STREETSCAPE PRO1i:CT #:10108 DATE: 01.11.2013 SCALE: '1 /16 " =1'0' PD -11 -006 A 4.2 I s. BE x OF Or Ia WATER CONSERVING SHRUBS AND GROUND GOVER a EXAMPLE PLANTS: COT ONEA57ER'LOU.FAST' COTONEASTER I GALLON HEMEROCALLIS DAYLILY I GALLON PHORMIUM 'MAORI QUEEN' NEW ZEALAND FLAX 5 GALLON PITT05PORUM 'CREME DE MINT' DWARF PITYOSPORIM 5 GALLON RHAPHIOLEPIS'BALLERINA' INDIA HAWTHORJE 5 GALLON TRACHELOSPERU l JASMINOIDES STAR JASMINE I GALLON GAZANIA'M1WA YELLOW' GAZANIA FROM FLATS STORM WATER TREATMENT AREA PLANTS EXAMPLE PLANTS: AGAPANTHUS' QUEEN ANNE' LILY OF THE NILE I GALLON IRIS DOUGLANANA DOUGLAS IRIS I GALLON JUNCU5'PA TENS ' ELK BLUE' CALIFORNIA RUSH I GALLON MAHONIA REPENS CREEPING OREGON GRAPE I GALLON W 515YRCHIUM CALIFORNICUM YELLOW -EYED GRASS I GALLON NOTE, PLANTING AND IRRIGATION SHALL COMPLY WITH WATER EFFICIENT LANDSCAPE STANDARDS. SEE IRRIGATION NOTES SHEET L2 ,, TREE PLANTING AREA f IGRA 'TRATION BETULA NIGRA DURA HEAT' RIPER BIRCH 24' BOX S' T. X 2' W. 40' TALL X \ WIDE OR OTHER TREE LISTED FOR USE IN AREA APPENDIX D OF SANTA CLARA M COUNTY URBAN RUNOFF POLUTION PREVENTION PROGRAM C.3 51 armwa1er Handbook April 2012 PREVENTION H70 EXISTING TREE TO REMAIN V EXISTING TREE TO BE REMOVED WT� AND MEDIUM BROOM FINISH - NEW ASPHALT PAVING WATER CONSERVING TURF SHEET L2 DWAT.P FESCUE BLEND PACIFIC. SOD DWARF MEDALLION WATER CONSERVING SHRUBS AND GROUND GOVER a EXAMPLE PLANTS: COT ONEA57ER'LOU.FAST' COTONEASTER I GALLON HEMEROCALLIS DAYLILY I GALLON PHORMIUM 'MAORI QUEEN' NEW ZEALAND FLAX 5 GALLON PITT05PORUM 'CREME DE MINT' DWARF PITYOSPORIM 5 GALLON RHAPHIOLEPIS'BALLERINA' INDIA HAWTHORJE 5 GALLON TRACHELOSPERU l JASMINOIDES STAR JASMINE I GALLON GAZANIA'M1WA YELLOW' GAZANIA FROM FLATS STORM WATER TREATMENT AREA PLANTS EXAMPLE PLANTS: AGAPANTHUS' QUEEN ANNE' LILY OF THE NILE I GALLON IRIS DOUGLANANA DOUGLAS IRIS I GALLON JUNCU5'PA TENS ' ELK BLUE' CALIFORNIA RUSH I GALLON MAHONIA REPENS CREEPING OREGON GRAPE I GALLON W 515YRCHIUM CALIFORNICUM YELLOW -EYED GRASS I GALLON NOTE, PLANTING AND IRRIGATION SHALL COMPLY WITH WATER EFFICIENT LANDSCAPE STANDARDS. SEE IRRIGATION NOTES SHEET L2 ,, EXISTING; TREE TABLE KEY BOTANICAL NAME - COMMON NAME TRUNK DIAMETER SAVED OR REMOVED NOTES Steinberg Architect's CUEHT St. Mary's Parish 219 Bean Avenue Los Gatos, CA. 95030 ARCHITECT Steinberg Architects 60 '.Pierce Avenue San Jose, California WVDSCAPE ARCHITECT Whisler Land Planning 101 Lucas Valley Raid Ste. 261 San Rafael CA 94903 01 .11.13 A & S Response #1 12.03.12 Planning Response #4 07.24.12 Planning Response #3 05.22.12 Planning Response #2 03.14.12 Planning Response #1 REV DATE ISSUE 1. 6' -0" TO8' -0" HIGH MASONRY WALL WITH STUCCO FINISH TO MATCH NEW BUILDING. HEIGHT VARIES BETWEEN 6' -0" to 8' -0" TO ACCOMMODATE AND CONFORM TO NATURAL GRADE OF THE SITE. 2. VEHICULAR GATE- METAL PICKET TO MATCH FENCING 7' -.0" HIGH 3. 6' -0' HIGH METAL PICKET FENCE WITH FLAT BLACK OR BRONZE COLORED PAINT FINISH 4. PEDESTRIAN GATE IN FENCE 5. BRICK PILLAR 6' -0" TALL X 4'-0" LONG X 2'-6" DEEP. SEE SHEET L2 FOR ELEVATION. 6. VEHICULAR GATE- METAL PICKET TO MATCH FENCING 6' -0" HIGH 7. NEW DRIVEWAY APPROACH 8. .PLANTING AREA AT GRADE LEVEL 9. PLANTING AREA AT GRADE WITH BIOFILTRATION OF STORM WATER 10. CONCRETE RAMP 11. NEW RAISED PLANTER 12. RENOVATED PLANTING IN REMAINING SECTIONS OF EXISTING PLANTERS 13. LAWN AREA 14. NEW CONCRETE PAVING 15. NEW ASPHALT PAVING i6. EXISTING ASPHALT PAVING 17. NEW PERMEABLE INTERLOCKING PAVERS 18. TREE WELL AND GRATE AT GRADE LEVEL AT EXISTING OAK TREE. 19. LOW CONCRETE RETAINING WALL APPROXIMATELY V -6" TO 2' -0" TALL 20. COVERED SEATING AREA - 150 STUDENT CAPACITY, 21. CONCRETE STEPS 22. SAVE AND PROTECT EXISTING COAST LIVE OAK TREE- SEE TREE NOTES & DETAIL SHEETL2 23. BOLLARD LIGHT 36" HIGH BLACK OR BRONZE IN COLOR - 13 LIGHTS TOTAL -SEE SHEET L2 24. WELL LIGHT FLUSH WITH GRADE LED LAMP ;WALL WASH UPLIGHTS TO LIGHT PILLARS. SEE SHEET L2. 25. LOUVERED WALL LIGHTS IN PLANTERS TO LIGHT STEPS. SEE SHT L2. 26. LINE OF BUILD LONG OVERHANG 27. EXISTING BRICK MASONRY WALL TO REMAIN 28. NEW BRICK MASONRY WALL TO MATCH EXISTING 29. EXISTING CONCRETE PAVING TO REMAIN 30. NEW PLANTING AT GRADE LEVEL TO SCREEN NEW BACKFLOW DEVICES 31. CARFULLY REMOVE EXISTING CONCRETE WITHOUT DISTURBING BASE MATERIAL AND INSTALL 3 TO 4 " OF COARSE ORGANIC MULCH. REPLACE GRAVEL AT BASE OF TREE WITH ORGANIC MULCH. SEE TREE NOTES SHEET L3. KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 Landscape Plan PROJECT #:10108 DATE: 1/07 „/2011 „ SCALE: /16 = 1 -0 �.1 NEW PERMEABLE INTERLOCKING PAVERS f _ 51 COLOR NEW CONCRETE PAVING 3 TO 4 INCH DEEP WITH INTEGRAL COLOR OR BASE ROCK UNDR :F;"yT' F AND MEDIUM BROOM FINISH - NEW ASPHALT PAVING EXISTING; TREE TABLE KEY BOTANICAL NAME - COMMON NAME TRUNK DIAMETER SAVED OR REMOVED NOTES Steinberg Architect's CUEHT St. Mary's Parish 219 Bean Avenue Los Gatos, CA. 95030 ARCHITECT Steinberg Architects 60 '.Pierce Avenue San Jose, California WVDSCAPE ARCHITECT Whisler Land Planning 101 Lucas Valley Raid Ste. 261 San Rafael CA 94903 01 .11.13 A & S Response #1 12.03.12 Planning Response #4 07.24.12 Planning Response #3 05.22.12 Planning Response #2 03.14.12 Planning Response #1 REV DATE ISSUE 1. 6' -0" TO8' -0" HIGH MASONRY WALL WITH STUCCO FINISH TO MATCH NEW BUILDING. HEIGHT VARIES BETWEEN 6' -0" to 8' -0" TO ACCOMMODATE AND CONFORM TO NATURAL GRADE OF THE SITE. 2. VEHICULAR GATE- METAL PICKET TO MATCH FENCING 7' -.0" HIGH 3. 6' -0' HIGH METAL PICKET FENCE WITH FLAT BLACK OR BRONZE COLORED PAINT FINISH 4. PEDESTRIAN GATE IN FENCE 5. BRICK PILLAR 6' -0" TALL X 4'-0" LONG X 2'-6" DEEP. SEE SHEET L2 FOR ELEVATION. 6. VEHICULAR GATE- METAL PICKET TO MATCH FENCING 6' -0" HIGH 7. NEW DRIVEWAY APPROACH 8. .PLANTING AREA AT GRADE LEVEL 9. PLANTING AREA AT GRADE WITH BIOFILTRATION OF STORM WATER 10. CONCRETE RAMP 11. NEW RAISED PLANTER 12. RENOVATED PLANTING IN REMAINING SECTIONS OF EXISTING PLANTERS 13. LAWN AREA 14. NEW CONCRETE PAVING 15. NEW ASPHALT PAVING i6. EXISTING ASPHALT PAVING 17. NEW PERMEABLE INTERLOCKING PAVERS 18. TREE WELL AND GRATE AT GRADE LEVEL AT EXISTING OAK TREE. 19. LOW CONCRETE RETAINING WALL APPROXIMATELY V -6" TO 2' -0" TALL 20. COVERED SEATING AREA - 150 STUDENT CAPACITY, 21. CONCRETE STEPS 22. SAVE AND PROTECT EXISTING COAST LIVE OAK TREE- SEE TREE NOTES & DETAIL SHEETL2 23. BOLLARD LIGHT 36" HIGH BLACK OR BRONZE IN COLOR - 13 LIGHTS TOTAL -SEE SHEET L2 24. WELL LIGHT FLUSH WITH GRADE LED LAMP ;WALL WASH UPLIGHTS TO LIGHT PILLARS. SEE SHEET L2. 25. LOUVERED WALL LIGHTS IN PLANTERS TO LIGHT STEPS. SEE SHT L2. 26. LINE OF BUILD LONG OVERHANG 27. EXISTING BRICK MASONRY WALL TO REMAIN 28. NEW BRICK MASONRY WALL TO MATCH EXISTING 29. EXISTING CONCRETE PAVING TO REMAIN 30. NEW PLANTING AT GRADE LEVEL TO SCREEN NEW BACKFLOW DEVICES 31. CARFULLY REMOVE EXISTING CONCRETE WITHOUT DISTURBING BASE MATERIAL AND INSTALL 3 TO 4 " OF COARSE ORGANIC MULCH. REPLACE GRAVEL AT BASE OF TREE WITH ORGANIC MULCH. SEE TREE NOTES SHEET L3. KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 Landscape Plan PROJECT #:10108 DATE: 1/07 „/2011 „ SCALE: /16 = 1 -0 �.1 NEW PERMEABLE INTERLOCKING PAVERS -,' PAGIFIC INTERLOCK HYDRO -FLOW 8m MM 4.X8 HOLLAND PAVER IN 51 COLOR TTRULBLEND. YPOROUS PAVING. 3 TO 4 INCH DEEP COARSE ORGANIC MULCH. DO NOT DISTURB EARTH OR BASE ROCK UNDR :F;"yT' F REMOVED PAVING. LEMTED NEW PLANTING, SEE TREE NOTES SHEET L2 EXISTING; TREE TABLE KEY BOTANICAL NAME - COMMON NAME TRUNK DIAMETER SAVED OR REMOVED NOTES Steinberg Architect's CUEHT St. Mary's Parish 219 Bean Avenue Los Gatos, CA. 95030 ARCHITECT Steinberg Architects 60 '.Pierce Avenue San Jose, California WVDSCAPE ARCHITECT Whisler Land Planning 101 Lucas Valley Raid Ste. 261 San Rafael CA 94903 01 .11.13 A & S Response #1 12.03.12 Planning Response #4 07.24.12 Planning Response #3 05.22.12 Planning Response #2 03.14.12 Planning Response #1 REV DATE ISSUE 1. 6' -0" TO8' -0" HIGH MASONRY WALL WITH STUCCO FINISH TO MATCH NEW BUILDING. HEIGHT VARIES BETWEEN 6' -0" to 8' -0" TO ACCOMMODATE AND CONFORM TO NATURAL GRADE OF THE SITE. 2. VEHICULAR GATE- METAL PICKET TO MATCH FENCING 7' -.0" HIGH 3. 6' -0' HIGH METAL PICKET FENCE WITH FLAT BLACK OR BRONZE COLORED PAINT FINISH 4. PEDESTRIAN GATE IN FENCE 5. BRICK PILLAR 6' -0" TALL X 4'-0" LONG X 2'-6" DEEP. SEE SHEET L2 FOR ELEVATION. 6. VEHICULAR GATE- METAL PICKET TO MATCH FENCING 6' -0" HIGH 7. NEW DRIVEWAY APPROACH 8. .PLANTING AREA AT GRADE LEVEL 9. PLANTING AREA AT GRADE WITH BIOFILTRATION OF STORM WATER 10. CONCRETE RAMP 11. NEW RAISED PLANTER 12. RENOVATED PLANTING IN REMAINING SECTIONS OF EXISTING PLANTERS 13. LAWN AREA 14. NEW CONCRETE PAVING 15. NEW ASPHALT PAVING i6. EXISTING ASPHALT PAVING 17. NEW PERMEABLE INTERLOCKING PAVERS 18. TREE WELL AND GRATE AT GRADE LEVEL AT EXISTING OAK TREE. 19. LOW CONCRETE RETAINING WALL APPROXIMATELY V -6" TO 2' -0" TALL 20. COVERED SEATING AREA - 150 STUDENT CAPACITY, 21. CONCRETE STEPS 22. SAVE AND PROTECT EXISTING COAST LIVE OAK TREE- SEE TREE NOTES & DETAIL SHEETL2 23. BOLLARD LIGHT 36" HIGH BLACK OR BRONZE IN COLOR - 13 LIGHTS TOTAL -SEE SHEET L2 24. WELL LIGHT FLUSH WITH GRADE LED LAMP ;WALL WASH UPLIGHTS TO LIGHT PILLARS. SEE SHEET L2. 25. LOUVERED WALL LIGHTS IN PLANTERS TO LIGHT STEPS. SEE SHT L2. 26. LINE OF BUILD LONG OVERHANG 27. EXISTING BRICK MASONRY WALL TO REMAIN 28. NEW BRICK MASONRY WALL TO MATCH EXISTING 29. EXISTING CONCRETE PAVING TO REMAIN 30. NEW PLANTING AT GRADE LEVEL TO SCREEN NEW BACKFLOW DEVICES 31. CARFULLY REMOVE EXISTING CONCRETE WITHOUT DISTURBING BASE MATERIAL AND INSTALL 3 TO 4 " OF COARSE ORGANIC MULCH. REPLACE GRAVEL AT BASE OF TREE WITH ORGANIC MULCH. SEE TREE NOTES SHEET L3. KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 Landscape Plan PROJECT #:10108 DATE: 1/07 „/2011 „ SCALE: /16 = 1 -0 �.1 8 5 0 a L S E E E i LEGEND (E) WALL TO REMAIN _______ (E) TO BE REMOVED 11\ 11\ ,3 INIF C A M P U S C 0 U R T Y A R D — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —==-- —I--- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — = -3_– IE 3 = # 1 _ _EEE -- ____3_____3:____3 __– 3_ _ _E__ _ __3__= =_3: –= 7 _ __�____ E__ =E __�___ =3____ E ___3 __– R_____E_= _ r - Gy S7AFF _ 0 GIRR' STORAGE OFFICE OFFICE 8TH GRADE CLASSROOM € 7TH GRADE CLASSROOM 6TH GRADE CLASSROOM bl 5TH GRADE CLASSROOM II ----- J GOYS' R �" ! �; ; ! P.P. t .i 1 UP LI 1 1 1 ° I I I' 1 1 PROPERTY LINE STORAGE tl JAN. F.F. +416.40 11 H ii STOR. /JAN. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------- - - - - -- - - - -- I I I I � I ° I C O U R T Y A R D I I I I I TEACHERS'ROOM !.. STORAGE ! =j STORAGE 1ST GRADE CLASSROOM 2ND GRADE CLASSROOM 3RD GRADE CLASSROOM 4TH GRADE CLASSROOM O —:----0---- 0 PLAYGROUND C 0 U R T Y A R D EOUIPMENT I I 6 T-0 W N O F L 0 S C A T O S -- __- - - - - -- — __ - -__ —_ -- _ - - - -- A5.1 P A R K I N G L 0 T Existing First Floor Plan 1 sl.r. -rte z n 0 A n m Steinberg Architects cuun S. Marys Parish 219 Bean Avenue Los Gatos, CA. 95030 r", Steinberg Architects 60 Pierce Avenue San lose, California 01.11.2013 A &S RESPONSE 41 09.19.2012 PLANNING RESPONSE 14 07.23.2012 PLANNING RESPONSE 13 06.01.2012 PLANNING RESPONSE 12 03. 14.2012 PLANNING RESPONSEII nev 12.19.2011 PLAN NING DEPT. SUBMITTAL KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 Lower School Existing First Floor Plan PROJECT 1:10106 / 18"= SCALE: '- PD -11 -006 A5.Oa x s 9 5 U A L 3 f LE /7 `s\ 6 � AS j T 0 W N O F L 0 S G A T O S New First Floor Plan 1 P A R K I N G L 0 T I— I/—W I A4.1 n 0 A Steinberg Architects Stf Marys Parish 219 Bean Avenue Los Gatos, CA. 95030 Steinberg Architects 60 Pierce Avenue San Jose, California 01.11.2013 A &S RESPONSE ql 09.19.2012 PLANNING RESPONSE #4 07.23.2012 PLANNING RESPONSE g3 06.01.2012 PLANNING RESPONSE N2 03.14.2012 PLANNING RESPONSE 01 12.19.2011 PLANNING DEPT. SUBMITTAL xev unit rssve KEY PLAN St, Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 Lower School New First Floor Plan T g ME: 01.11,201 SCALE: 1 /g "= 1-O ' PD -11 -006 A5.O b R S e West Elevation .— V.I.. 7 PROPERTY LINE r TOP OF HIGH ROOF. =0P OF LOVI ROOF FIRST FLOOR LEVEL. KEY NOTES O EXTERIOR CEMENT PLASTER ASSEMBLY Qz ALUM. STOREFRONT WINDOW O ALUM. STOREFRONT DOOR O METAL DOOR IN METAL FRAME Q5 STEEL COLUMN © MASONRY WALL WITH STUCCO FINISH, SEE LANDSCAPE DRAWINGS Qi METAL PICKET VEHICULAR GATE, SEE LANDSCAPE DRA'MNGS O BRICK MASONRY WALL TO MATCH EXISTING PROPERTY LINE TOP OF HIGH ROOF PROPERTY LINE IN F] -1flo.M -]�, 59 Victory Lane West Elev. (To Be Demolished) 4 .— Va..— ❑ 8 59 Victory Lane East Elev. (To Be Demolished) 2 acalE: 1/9•.1'-0• PROPERTY LINE E North Elevation 5 59 Victory Lane South Elev. (To Be Demolished) 3 sc,E:1/a -.19 59 Victory Lane North Elev. (To Be Demolished) 1 Steinberg Architects SL Marys Parish 219 Bean Avenue Los Gatos, CA. 95030 MT Steloherg Architects 60 Pierce Avenue San Jose, California TOP OF HIGH R00f PROPERTY LINE +13' -3" TOP OF HIGH R0% TOP OF LOW ROOF +9' -6" +13' -3" 01.11.2013 A &S RESPONSE #1 I TOP OF LOW ROOF, 09.19.2012 PLANNING RESPONSE #4 +0' -0° Y� 07.23.2012 PLANNING. RESPONSE N3 06,01.20 12 PLANNING RESPONSE 42 I� 4 TOWN OF LOS GATOS PARKING JOT FIRST FLOOR LEVEL — 0-0" 3 2 8 6 West Elevation at Kindergarten 8 1- 1/0'-1' -0' West Elevation .— V.I.. 7 PROPERTY LINE r TOP OF HIGH ROOF. =0P OF LOVI ROOF FIRST FLOOR LEVEL. KEY NOTES O EXTERIOR CEMENT PLASTER ASSEMBLY Qz ALUM. STOREFRONT WINDOW O ALUM. STOREFRONT DOOR O METAL DOOR IN METAL FRAME Q5 STEEL COLUMN © MASONRY WALL WITH STUCCO FINISH, SEE LANDSCAPE DRAWINGS Qi METAL PICKET VEHICULAR GATE, SEE LANDSCAPE DRA'MNGS O BRICK MASONRY WALL TO MATCH EXISTING PROPERTY LINE TOP OF HIGH ROOF PROPERTY LINE IN F] -1flo.M -]�, 59 Victory Lane West Elev. (To Be Demolished) 4 .— Va..— ❑ 8 59 Victory Lane East Elev. (To Be Demolished) 2 acalE: 1/9•.1'-0• PROPERTY LINE E North Elevation 5 59 Victory Lane South Elev. (To Be Demolished) 3 sc,E:1/a -.19 59 Victory Lane North Elev. (To Be Demolished) 1 Steinberg Architects SL Marys Parish 219 Bean Avenue Los Gatos, CA. 95030 MT Steloherg Architects 60 Pierce Avenue San Jose, California TOP OF HIGH R00f +13' -3" TOP OF LOW ROOF +9' -6" 01.11.2013 A &S RESPONSE #1 FIRST_ FLOOR LEVEL, 09.19.2012 PLANNING RESPONSE #4 +0' -0° Y� 07.23.2012 PLANNING. RESPONSE N3 06,01.20 12 PLANNING RESPONSE 42 03.14' 2012 PLANNING RESPONSE #1 12.19.2011 PLANNING DEPT. SUBMITTAL REV Da1E — PROPERTY LINE KEY PLAN St. Mary's Parish And School Planned Development Zoning Application 219 Bean Avenue Los Gatos, CA 95030 Proposed Lower School & Existing 59 Victory Lane Elevs. PROJECT 9: 10108 DATE: 01,11.2013 SCALE: 1/8" - 1' -0" PD -11 -006 A5.1 SEAN AVENUE ENTRY NEW PENCE AND GATE ELEVATION 1/4 "l ; I'_O` k' -'. ... ); , LL 'if:3foof 3N�'• >. < LINE J �� LIGHTING INC SPECIFICATION SHEET SPJ13 -26 Adjustable Well Light ? 's �... _..- S MODEL: SPJ13 -25 MATERIAL OREL am. I PVC Slao,e (COncre(a P—) ELCOTRICAL; le, or 120, SOCKET: BI -Pin LnmP: LED 3W,00' OPTIC MOUNTING - in- Ground 2700K Drive Over RwVA SPJ LIGHTING INC. zloru�wA� R W'aY GI �1 t Jf TSJ l cC.T: U<vs7 r•4*_ tC4p syi�af /J PILLAR WALL WASH LIGHT SPECIFICATION SHEET 2 TREE WELL SECTION AT OAK TREE NO, &3 3 /4'I =II-0" U++: Si Yarye 5eTOe u I <: LOSC,sIOe CR I J tixxs: 94 Line 1s<1 olt 941 RecessedSLeplights Ma «_ :. "r'..ASxxkxa.. taf^£�n++,�xPolx�viwoaee r.,�ea,• -o i,+-- ,—�_.- Sai ra C U3aFr LV ,n 136515u �<pr MpEFLY —111 E \M PHILIPS GARDCO LOUVERED WALL LIGHT AT STEPS SPECIFICATION SKEET pk st.Marya saf»M rygr, tm oaks CA Fkase: BOLLARD n,a.a,.ra BRM822 ( 626 School Bollard HNIAe.A dfi�W i2lit4 iT0 SNn'� MRRFFIX NRI[.IIT WA[, p MN 5 V.—E yfflent .s., e.ae < «a rvRr<,rae,yns,< xM trc MnoNs i PHILIP BOLLARID LIC;�bT SPECIFICATION SKEET TREE NOTES: 1. OAK TREE #63: TREE WELL AND GRATE SHALL BE APPROXIMATELY 10 FOOT SQUARE INSIDE TO INSIDE CENTERED ON TREE. ANY BASE MATERIAL UNDER REMOVED PAVEMENT WITHIN THE DRIP LINE SHALL REMAIN IN PLACE. ANY FILL PLACED WITHIN THE DRIPLINE OF THE TREE SHALL BE LOAD- BEARING'CORNEL UNIVERSITY' STRUCTURAL SOIL, AVAILABLE FROM TNT ENTERPRISES IN SAN JOSE. PERMEABLE PAVERS SHALL BE TRULY PERMEABLE SUCH AS'UNI- ECOSTONE' OR'HYDRO -FLOW . THE TREE GRATE SHALL BE DESIGNED TO LEAVE A MINIMUM OF 6INCHES CLEAR BETWEEN THE TRUNK AND GRATE. THE TREE GRATE SHALL BE REMOVABLE TO PROVIDE ACCESS TO TREE TRUNK AND ADJACENT GRADE. THE GROUND SURFACE BELOW THE TREE GRATE SHALL HAVE 3 TO 4 INCH DEEP COARSE ORGANIC LAYER OVER UNDISTURBED EXISTING GRADE, SEE DETAIL 2 THIS SHEET. 2. REDWOOD TREE 465: PAVEMENT REMOVED AROUND THIS TREE SHALL BE DONE WITH EXTREME CARE SO AS NOT TO DISTURB EARTH AND TREE ROOTS BELOW PAVING. THE EXPOSED SOIL OR BASE ROCK MATERIAL UNDERNEATH THE PAVING WILL NOT BE DISTURBED GRUBBED, SCARIFIED, ROTOTILLED OR GRADED. SEE SUPPLEMENTAL TREE PROTECTION NOTES PAGE 2 OF DEBORAH ELLIS CONSULTING ARBORIST TREE PROTECTION RECOMMENDATIONS DATED JULY 18TH 2012. A 3 TO 4 INCH LAYER OF COURSE ORGANIC MULCH SHALL BE SPREAD OVER EXPOSED EARTH OR PAVING BASE ROCK. LIMITED NEW PLANTING OF 1 GALLON CONTAINER SIZE PLANTS OR SMALLER MAY BE INSTALLED IN HAND DUG HOLES AND IRRIGATED WITH DRIP IRRIGATION PLACED ON TOP OF EXPOSED EXISTING EARTH OR PAVING BASE ROCK. THE PROJECT ARBORIST SHOULD BE ON SITE TO MONITOR PAVEMENT REMOVAL. 3. TREES 461 JAPANESE MAPLE AND AND #68 .MAGNOLIA: USE PLANT MATERIAL TOLERANT OF MODERATE TO HIGH WATER IRRIGATION APPLICATIONS IN THE AREA IMMEDIATELY SURROUNDING THE TREE (E.G. AGAPANTHUS) AND SUPPLY SEPARATE IRRIGATION VALVE FOR THE IMMEDIATE AREA SURROUNDING TREE TO ALLOW FOR LOCALIZED MODERATE TO HIGH WATER REQUIREMENT OF THESE TREES TO REMAIN. 4. ALL TREES TO REMAIN SHALL BE PROTECTED PER CITY OF LOS GATOS GENERAL TREE PROTECTION DIRECTIONS AND AS NOTED IN THE PROJECT ARBORtST REPORT DATED MAY 1, 2012 AND SUPPLEMENTAL LETTER BY DEBORAH ELLIS CONSULTING ARBORIST TREE PROTECTION RECOMMENDATIONS DATED JULY 18TH 2012 SHOWN ON SHEETS T1 THROUGH T6. IRRIGATION ZONES A SHADE TOLERANT: NORTH OR NORTHEAST EXPOSURE SHRUB AND GROUND COVER PLANT ZONE B. AREAS WITH NORTH OR NORTHEAST EXPOSURE B SUN TOLERANT: SOUTH OR SOUTHWEST EXPOSURE AREAS WITH 50LITH OR PLANT ZONE C SOUTHWEST EXPOSURE. C 1LAM AREAS: NOTES ALL PLANTED AREAS SHALL BE WATERED BY MEANS OF AN AUTOMATIC IRRIGATION SYSTEM EQUIPPED WITH A MULTI - PROGRAM CONTROLLER TO ALLOW SEPARATE WATERING SCHEDULES FOR VARYING EXPOSURES, PLANT REQUIREMENTS AND SITE CONDITIONS. THE tIRRIGATIGN SYSTEM SHALL INCORPORATE, DRIP IRRIGATION. BUBBLER HEADS AND, LOW PRECIPITATION RATE SPRAY HEADS. IRRIGATION MAINLINE PIPE SHALL BE SCHEDULE 40 OR CLASS 315 PVC PIPE WITH IS' OF COVER MINIMUM IRRI GAT ON LATERAL LINES SHALL BE CLASS 200 OR SCHEDULE 40 PVC PIPE WITH 12' MINIMUM COVER. ALL IRRIGATION PIPE UNDER VEHICULAR PAVING SHALL HAVE 24' OF COVER ALL PIPE UNDER PAVING SHALL BE LOOSELY ENCASED IN LARGER SIZE PVC. SCHEDULE 40 PVC SLEEVE. IRRIGATION IS TO BE INSTALLED IN ACCORDANCE WITH WATER EFFICIENT LANDSCAPE STANDARDS AND IRRIGATION GUIDELINES. IRRIGATION WATER SUPPLY SHALL BE SUPPLIED FROM AN EXISTING OR NEW IRRI64TIGIN MAINLINE PROTECTED BY A REDUCE PRESSURE BACKFLOW DEVICE TO ISOLATE FROM DOMESTIC WATER SUPPLY. Steinberg Archi9: r; s WENT St. Mary's Parish 219 Bean Avenue Los Gatos, CA, 95030 .--T Steinberg Architects 60 Pierce Avenue San Jose, California Whisler Land Planning 101 Lucas Valley Road San Rafael CA 94903 01.11.13 ABSResponsetti 12.02.12 Planning Response #4 07.24.12 Planning Response #3 05,22.12 Planning Response #2 03.14.12 Planning Response #1 REV DATE TssUE KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 Landscape Details PROJECT #:10108 DATE: 12/07/2011 SCALEAS SHOWN Let TREE GRATE G G INCH CLEAR FROM TREE TRUK TREE GRATE SHALL BE GALVANIZED STEEL WITH POWERED COATED BRONZE PANT TREE GRATE T TO HAVE FASTENERS TO STEEL FRAME TO ALLOW FOR REMOVAL OF GRATE 80 MM THICK PERVIOUS PAVERS 10' -0' 8 8 nUARE CENTERED C:N TREE STEEL FRAME BEAMS 12 INCH CLEAR FROM TREE TRUNK 'COR•IEL UNIVERSITY' STRUCTURAL FILL AS AVAILABLE TREE GRAT S CONCRETE BASE WITH PAVERS M TARED TO F COARSE B M FROM TNT ENT. IN SAN JOSE. TYPICAL UNDER PERVIOUS 50 M1 THICK PERVIOUS PAVERS R ODIC TREE e' S' REMOVE EXISTING CONCRETE PAYING, STEPS. AND BUILDING SLAB NEW ASPHALT PAVING 'CORNEL UNIVERS TT' STRUCTURAL ILL AS AVAILABLE T O. a U UNDISTURBED EXISTING BASE ROCK LEFT IN PLACE, CONCRETE BASE WITH PAVERS FROM TNT ENT. IN SAN JOSE. TYPIC L UDDER PERVIOUS MORTARED TO BASE TO CCNiAIN PAVERS R I k 'YS �rz! I ' ' �� LIGHTING INC SPECIFICATION SHEET SPJ13 -26 Adjustable Well Light ? 's �... _..- S MODEL: SPJ13 -25 MATERIAL OREL am. I PVC Slao,e (COncre(a P—) ELCOTRICAL; le, or 120, SOCKET: BI -Pin LnmP: LED 3W,00' OPTIC MOUNTING - in- Ground 2700K Drive Over RwVA SPJ LIGHTING INC. zloru�wA� R W'aY GI �1 t Jf TSJ l cC.T: U<vs7 r•4*_ tC4p syi�af /J PILLAR WALL WASH LIGHT SPECIFICATION SHEET 2 TREE WELL SECTION AT OAK TREE NO, &3 3 /4'I =II-0" U++: Si Yarye 5eTOe u I <: LOSC,sIOe CR I J tixxs: 94 Line 1s<1 olt 941 RecessedSLeplights Ma «_ :. "r'..ASxxkxa.. taf^£�n++,�xPolx�viwoaee r.,�ea,• -o i,+-- ,—�_.- Sai ra C U3aFr LV ,n 136515u �<pr MpEFLY —111 E \M PHILIPS GARDCO LOUVERED WALL LIGHT AT STEPS SPECIFICATION SKEET pk st.Marya saf»M rygr, tm oaks CA Fkase: BOLLARD n,a.a,.ra BRM822 ( 626 School Bollard HNIAe.A dfi�W i2lit4 iT0 SNn'� MRRFFIX NRI[.IIT WA[, p MN 5 V.—E yfflent .s., e.ae < «a rvRr<,rae,yns,< xM trc MnoNs i PHILIP BOLLARID LIC;�bT SPECIFICATION SKEET TREE NOTES: 1. OAK TREE #63: TREE WELL AND GRATE SHALL BE APPROXIMATELY 10 FOOT SQUARE INSIDE TO INSIDE CENTERED ON TREE. ANY BASE MATERIAL UNDER REMOVED PAVEMENT WITHIN THE DRIP LINE SHALL REMAIN IN PLACE. ANY FILL PLACED WITHIN THE DRIPLINE OF THE TREE SHALL BE LOAD- BEARING'CORNEL UNIVERSITY' STRUCTURAL SOIL, AVAILABLE FROM TNT ENTERPRISES IN SAN JOSE. PERMEABLE PAVERS SHALL BE TRULY PERMEABLE SUCH AS'UNI- ECOSTONE' OR'HYDRO -FLOW . THE TREE GRATE SHALL BE DESIGNED TO LEAVE A MINIMUM OF 6INCHES CLEAR BETWEEN THE TRUNK AND GRATE. THE TREE GRATE SHALL BE REMOVABLE TO PROVIDE ACCESS TO TREE TRUNK AND ADJACENT GRADE. THE GROUND SURFACE BELOW THE TREE GRATE SHALL HAVE 3 TO 4 INCH DEEP COARSE ORGANIC LAYER OVER UNDISTURBED EXISTING GRADE, SEE DETAIL 2 THIS SHEET. 2. REDWOOD TREE 465: PAVEMENT REMOVED AROUND THIS TREE SHALL BE DONE WITH EXTREME CARE SO AS NOT TO DISTURB EARTH AND TREE ROOTS BELOW PAVING. THE EXPOSED SOIL OR BASE ROCK MATERIAL UNDERNEATH THE PAVING WILL NOT BE DISTURBED GRUBBED, SCARIFIED, ROTOTILLED OR GRADED. SEE SUPPLEMENTAL TREE PROTECTION NOTES PAGE 2 OF DEBORAH ELLIS CONSULTING ARBORIST TREE PROTECTION RECOMMENDATIONS DATED JULY 18TH 2012. A 3 TO 4 INCH LAYER OF COURSE ORGANIC MULCH SHALL BE SPREAD OVER EXPOSED EARTH OR PAVING BASE ROCK. LIMITED NEW PLANTING OF 1 GALLON CONTAINER SIZE PLANTS OR SMALLER MAY BE INSTALLED IN HAND DUG HOLES AND IRRIGATED WITH DRIP IRRIGATION PLACED ON TOP OF EXPOSED EXISTING EARTH OR PAVING BASE ROCK. THE PROJECT ARBORIST SHOULD BE ON SITE TO MONITOR PAVEMENT REMOVAL. 3. TREES 461 JAPANESE MAPLE AND AND #68 .MAGNOLIA: USE PLANT MATERIAL TOLERANT OF MODERATE TO HIGH WATER IRRIGATION APPLICATIONS IN THE AREA IMMEDIATELY SURROUNDING THE TREE (E.G. AGAPANTHUS) AND SUPPLY SEPARATE IRRIGATION VALVE FOR THE IMMEDIATE AREA SURROUNDING TREE TO ALLOW FOR LOCALIZED MODERATE TO HIGH WATER REQUIREMENT OF THESE TREES TO REMAIN. 4. ALL TREES TO REMAIN SHALL BE PROTECTED PER CITY OF LOS GATOS GENERAL TREE PROTECTION DIRECTIONS AND AS NOTED IN THE PROJECT ARBORtST REPORT DATED MAY 1, 2012 AND SUPPLEMENTAL LETTER BY DEBORAH ELLIS CONSULTING ARBORIST TREE PROTECTION RECOMMENDATIONS DATED JULY 18TH 2012 SHOWN ON SHEETS T1 THROUGH T6. IRRIGATION ZONES A SHADE TOLERANT: NORTH OR NORTHEAST EXPOSURE SHRUB AND GROUND COVER PLANT ZONE B. AREAS WITH NORTH OR NORTHEAST EXPOSURE B SUN TOLERANT: SOUTH OR SOUTHWEST EXPOSURE AREAS WITH 50LITH OR PLANT ZONE C SOUTHWEST EXPOSURE. C 1LAM AREAS: NOTES ALL PLANTED AREAS SHALL BE WATERED BY MEANS OF AN AUTOMATIC IRRIGATION SYSTEM EQUIPPED WITH A MULTI - PROGRAM CONTROLLER TO ALLOW SEPARATE WATERING SCHEDULES FOR VARYING EXPOSURES, PLANT REQUIREMENTS AND SITE CONDITIONS. THE tIRRIGATIGN SYSTEM SHALL INCORPORATE, DRIP IRRIGATION. BUBBLER HEADS AND, LOW PRECIPITATION RATE SPRAY HEADS. IRRIGATION MAINLINE PIPE SHALL BE SCHEDULE 40 OR CLASS 315 PVC PIPE WITH IS' OF COVER MINIMUM IRRI GAT ON LATERAL LINES SHALL BE CLASS 200 OR SCHEDULE 40 PVC PIPE WITH 12' MINIMUM COVER. ALL IRRIGATION PIPE UNDER VEHICULAR PAVING SHALL HAVE 24' OF COVER ALL PIPE UNDER PAVING SHALL BE LOOSELY ENCASED IN LARGER SIZE PVC. SCHEDULE 40 PVC SLEEVE. IRRIGATION IS TO BE INSTALLED IN ACCORDANCE WITH WATER EFFICIENT LANDSCAPE STANDARDS AND IRRIGATION GUIDELINES. IRRIGATION WATER SUPPLY SHALL BE SUPPLIED FROM AN EXISTING OR NEW IRRI64TIGIN MAINLINE PROTECTED BY A REDUCE PRESSURE BACKFLOW DEVICE TO ISOLATE FROM DOMESTIC WATER SUPPLY. Steinberg Archi9: r; s WENT St. Mary's Parish 219 Bean Avenue Los Gatos, CA, 95030 .--T Steinberg Architects 60 Pierce Avenue San Jose, California Whisler Land Planning 101 Lucas Valley Road San Rafael CA 94903 01.11.13 ABSResponsetti 12.02.12 Planning Response #4 07.24.12 Planning Response #3 05,22.12 Planning Response #2 03.14.12 Planning Response #1 REV DATE TssUE KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 Landscape Details PROJECT #:10108 DATE: 12/07/2011 SCALEAS SHOWN Let BOLLARID LIC;�bT SPECIFICATION SKEET TREE NOTES: 1. OAK TREE #63: TREE WELL AND GRATE SHALL BE APPROXIMATELY 10 FOOT SQUARE INSIDE TO INSIDE CENTERED ON TREE. ANY BASE MATERIAL UNDER REMOVED PAVEMENT WITHIN THE DRIP LINE SHALL REMAIN IN PLACE. ANY FILL PLACED WITHIN THE DRIPLINE OF THE TREE SHALL BE LOAD- BEARING'CORNEL UNIVERSITY' STRUCTURAL SOIL, AVAILABLE FROM TNT ENTERPRISES IN SAN JOSE. PERMEABLE PAVERS SHALL BE TRULY PERMEABLE SUCH AS'UNI- ECOSTONE' OR'HYDRO -FLOW . THE TREE GRATE SHALL BE DESIGNED TO LEAVE A MINIMUM OF 6INCHES CLEAR BETWEEN THE TRUNK AND GRATE. THE TREE GRATE SHALL BE REMOVABLE TO PROVIDE ACCESS TO TREE TRUNK AND ADJACENT GRADE. THE GROUND SURFACE BELOW THE TREE GRATE SHALL HAVE 3 TO 4 INCH DEEP COARSE ORGANIC LAYER OVER UNDISTURBED EXISTING GRADE, SEE DETAIL 2 THIS SHEET. 2. REDWOOD TREE 465: PAVEMENT REMOVED AROUND THIS TREE SHALL BE DONE WITH EXTREME CARE SO AS NOT TO DISTURB EARTH AND TREE ROOTS BELOW PAVING. THE EXPOSED SOIL OR BASE ROCK MATERIAL UNDERNEATH THE PAVING WILL NOT BE DISTURBED GRUBBED, SCARIFIED, ROTOTILLED OR GRADED. SEE SUPPLEMENTAL TREE PROTECTION NOTES PAGE 2 OF DEBORAH ELLIS CONSULTING ARBORIST TREE PROTECTION RECOMMENDATIONS DATED JULY 18TH 2012. A 3 TO 4 INCH LAYER OF COURSE ORGANIC MULCH SHALL BE SPREAD OVER EXPOSED EARTH OR PAVING BASE ROCK. LIMITED NEW PLANTING OF 1 GALLON CONTAINER SIZE PLANTS OR SMALLER MAY BE INSTALLED IN HAND DUG HOLES AND IRRIGATED WITH DRIP IRRIGATION PLACED ON TOP OF EXPOSED EXISTING EARTH OR PAVING BASE ROCK. THE PROJECT ARBORIST SHOULD BE ON SITE TO MONITOR PAVEMENT REMOVAL. 3. TREES 461 JAPANESE MAPLE AND AND #68 .MAGNOLIA: USE PLANT MATERIAL TOLERANT OF MODERATE TO HIGH WATER IRRIGATION APPLICATIONS IN THE AREA IMMEDIATELY SURROUNDING THE TREE (E.G. AGAPANTHUS) AND SUPPLY SEPARATE IRRIGATION VALVE FOR THE IMMEDIATE AREA SURROUNDING TREE TO ALLOW FOR LOCALIZED MODERATE TO HIGH WATER REQUIREMENT OF THESE TREES TO REMAIN. 4. ALL TREES TO REMAIN SHALL BE PROTECTED PER CITY OF LOS GATOS GENERAL TREE PROTECTION DIRECTIONS AND AS NOTED IN THE PROJECT ARBORtST REPORT DATED MAY 1, 2012 AND SUPPLEMENTAL LETTER BY DEBORAH ELLIS CONSULTING ARBORIST TREE PROTECTION RECOMMENDATIONS DATED JULY 18TH 2012 SHOWN ON SHEETS T1 THROUGH T6. IRRIGATION ZONES A SHADE TOLERANT: NORTH OR NORTHEAST EXPOSURE SHRUB AND GROUND COVER PLANT ZONE B. AREAS WITH NORTH OR NORTHEAST EXPOSURE B SUN TOLERANT: SOUTH OR SOUTHWEST EXPOSURE AREAS WITH 50LITH OR PLANT ZONE C SOUTHWEST EXPOSURE. C 1LAM AREAS: NOTES ALL PLANTED AREAS SHALL BE WATERED BY MEANS OF AN AUTOMATIC IRRIGATION SYSTEM EQUIPPED WITH A MULTI - PROGRAM CONTROLLER TO ALLOW SEPARATE WATERING SCHEDULES FOR VARYING EXPOSURES, PLANT REQUIREMENTS AND SITE CONDITIONS. THE tIRRIGATIGN SYSTEM SHALL INCORPORATE, DRIP IRRIGATION. BUBBLER HEADS AND, LOW PRECIPITATION RATE SPRAY HEADS. IRRIGATION MAINLINE PIPE SHALL BE SCHEDULE 40 OR CLASS 315 PVC PIPE WITH IS' OF COVER MINIMUM IRRI GAT ON LATERAL LINES SHALL BE CLASS 200 OR SCHEDULE 40 PVC PIPE WITH 12' MINIMUM COVER. ALL IRRIGATION PIPE UNDER VEHICULAR PAVING SHALL HAVE 24' OF COVER ALL PIPE UNDER PAVING SHALL BE LOOSELY ENCASED IN LARGER SIZE PVC. SCHEDULE 40 PVC SLEEVE. IRRIGATION IS TO BE INSTALLED IN ACCORDANCE WITH WATER EFFICIENT LANDSCAPE STANDARDS AND IRRIGATION GUIDELINES. IRRIGATION WATER SUPPLY SHALL BE SUPPLIED FROM AN EXISTING OR NEW IRRI64TIGIN MAINLINE PROTECTED BY A REDUCE PRESSURE BACKFLOW DEVICE TO ISOLATE FROM DOMESTIC WATER SUPPLY. Steinberg Archi9: r; s WENT St. Mary's Parish 219 Bean Avenue Los Gatos, CA, 95030 .--T Steinberg Architects 60 Pierce Avenue San Jose, California Whisler Land Planning 101 Lucas Valley Road San Rafael CA 94903 01.11.13 ABSResponsetti 12.02.12 Planning Response #4 07.24.12 Planning Response #3 05,22.12 Planning Response #2 03.14.12 Planning Response #1 REV DATE TssUE KEY PLAN St. Mary's Parish And School New Junior High School Building 219 Bean Avenue Los Gatos, CA 95030 Landscape Details PROJECT #:10108 DATE: 12/07/2011 SCALEAS SHOWN Let R R z B C COUGAR'S CORNER (EXISTING) i U Z LL Z Y s r I ; I I HOWLEY HALL (EXISTING) II `---- -------------------------- - - - - -- r I � 1 , I 1 , I � I I I 1 � 1 t I 1 , I 1 t I I I , i , 1 I , , I ONE ON -SITE PARKING SPACE AS REQUIRED BY DOWNTOWN PARKING DISTRICT 93' -9" N) 6' -8' HIGH MASONR LL AND G VICTOR 16' -0" I I (E) 59 Y LANE BUILDING TO BE. ,,DEMOLISHED - VICTORY LANE 82'-0" UE TO BE arm ED vi�•uuE3 Al \i NEW JUNIOR HIJ :r SCHOOL BUILDING I, -o•o , EXTENDED CARE (EXISTING) --------------------- I I I I I I ADMIN. BUILDING (EXISTING) i i I � LEGEND: —•— • —• —•— (E) FENCE 137' -6" Ll LL� I I I � I I I I I I I I I I I I I .I I I I' I I I I .1 I I I I I I II I I I I I I I I 'I I _ I I I 16 —8'� , I I � 'I I I I I i i (E) LOWER I (E) LOWER i SCHOOL I SCHOOL BUILDING BUILDING I I I .I I I I I I I I I I I I I I I I I I I I I I I I I L I � I I I I I •� I I • I I , 1 - ----------------- I ------------- Architectural Site Plan sew -: Iris- Steinberg Architects SL Mary's Parish 219 Bean Avenue Los Gatos, CA. 95030 Steinberg Architects 60 Pierce Avenue San Jose, California i = J c� I = � a0 > Z I I I I I 0 < � � I I I II l O Q i CD O 01,11.2013 A &S RESPONSE 111 J 12.04.2012 A &S SUBMITTAL I � aFV naF e- I O C7 I II I J Z _ L1_. Y ii O Q I O F. KEY PLAN MASONRY ALL AS ALL St, Mary's Parish and School New Junior High School Building Architecture and Site LY NOON AV E. Application 219 Bean Avenue Los Gatos, CA 95030 Architectural Site Plan 1 PROJECT q; 10108 2 SCALE: 1.16"=13 SCALE: 1. 1 . = 1' -0" A3.1 !A D. Q1 x - - - is PER 1.1-A-LE PAVERS .. ........ . 413,24 < 41309 411.4 413.5±1 FS E V� N . .......... 7 . ..... ............................ 7 . ....... . . ........ ........... IT ........ . .. ... . ... ....... . 0 10 20 30 Scale I" = 10 ft ti USER:,,el,,q... 1:\PROJECTS\A01017-6\OWG\PLANNING\PO PERMIT\CI.O CRADA q SEPTEMBER 18, 2012 9:43 AM EX FIF 416.40± ...... ... .......... J, .......... III i�. 'T, k ii 4 Steinberg Architects T� .......... St. Marys Parish 19 Bean Avenue Los Gatos, CA. 95030 6 —ITECT Steinberg Architects 60 Pierce Avenue San Jose, California F 416.40 q Whisler Land Planning lot Lucas Valley Road Ste. 261 San Rafael CA 94903 Sh KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. nta Clara, 1. 9505C47-666 4 e 5)7 19 4081 S F-7275641 ti 51- ........... A0522.12 Planning Response #2 &03.14.12 Planning Response #1 T KEY PLAN St. Mary's Parish And School I fl I New Junior High School Building .......... ARCHITECTURE AND SITE APPLICATION 219 Bean Avenue Los Gatos, CA 95030 p ;SEE SHEET T C1.2 PRELIMINARY GRADING & UTILITY PLAN (SOUTH) PROJECT 0: A01017-6 DATE: 12.03.2012 SCALE: AS SHOWN C1.1 �r ne (A & S) x i 9 'c 6 S a L `E E I, 4 C LEGEND (E) WALL TO REMAIN (N) WALL C A M P U S C O U R T Y A R D \\ / I -------------------------------------------------------------- / J I I STAFF R.R. GIRL'S 3RD GRADE 4TH GRADE 5TH GRADE R.R. STORAGE OFFICE OFFICE Z t II I 1 1 1 I BOY'S R.R. UP PROPERTY LINE STORAGE II JAN. F.F. +416.40 F.F. +416.40 STORAGE i I I I I PEDESTRIAN WALKWAY I I I I 6 VIA I i i c STORAGE I of A4.1 BOY'S RESTROOM STORAGE I 1 TEACHER'S 11 STORAGE II STORAGE 1ST GRADE 2ND GRADE CLASSROOM CLASSROOM n ti 0 A t n Steinberg Arc hitects St. Mary's Parish 219 Bean Avenue Los Gatos, CA. 95030 Steinberg Architects 60 Pierce Avenue San Jose, California 01.11.2013 A &S RESPONSE kl 12.04.2012 A &S SUBMITTAL KEY PLAN � St. Mary's Parish and School New Junior High School Building Architecture and Site --------------------------------------------------------------- --- --------------------------------------------- KINDER — — — — — — — — — — -I Application 219 Bean Avenue EQUIPMENT 0--- 0 - - -o- -0 PLAYGROUND i Los Gatos, CA 95030 I I I I I I (N.} -Z-HLG 191• -0•• _ _ _ _ MASONRY WALL Lower School New First Floor Plan A5.1 ; T 0 W N O F L 0 5 G A T O S New First Floor Plan 1 P A R K N G L 0 T scue Ile'.I•n. PROJECT#. 013 SCALE: 1/8"= 13 SCALE: 1 /S" = I' -0' A5.Ob I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I C • — — — — — — O U R T — — — — — Y A R — — I I D I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEACHER'S 11 STORAGE II STORAGE 1ST GRADE 2ND GRADE CLASSROOM CLASSROOM n ti 0 A t n Steinberg Arc hitects St. Mary's Parish 219 Bean Avenue Los Gatos, CA. 95030 Steinberg Architects 60 Pierce Avenue San Jose, California 01.11.2013 A &S RESPONSE kl 12.04.2012 A &S SUBMITTAL KEY PLAN � St. Mary's Parish and School New Junior High School Building Architecture and Site --------------------------------------------------------------- --- --------------------------------------------- KINDER — — — — — — — — — — -I Application 219 Bean Avenue EQUIPMENT 0--- 0 - - -o- -0 PLAYGROUND i Los Gatos, CA 95030 I I I I I I (N.} -Z-HLG 191• -0•• _ _ _ _ MASONRY WALL Lower School New First Floor Plan A5.1 ; T 0 W N O F L 0 5 G A T O S New First Floor Plan 1 P A R K N G L 0 T scue Ile'.I•n. PROJECT#. 013 SCALE: 1/8"= 13 SCALE: 1 /S" = I' -0' A5.Ob E S 'a E PROPERTY LINE , TOP OF HIGH ROOF TOP OF LOW FIT _— —z it ______ *__________,._________—. i FIRST FLOOR LEVEL. i West Elevation 7 uuc: ve'aw. KEY NOTES Q MASONRY WALL WITH STUCCO FINISH, SEE LANDSCAPE DRAWINGS Q BRICK MASONRY WALL TO MATCH EXISTING Q OVERHANG PROPERTY LINE TOP OF HIGH ROOF, PROPERTY LINE South Elevation 6 ,cur: , /e•.n� Steinberg Architects SI. art's Parish 219 Bean Avenue Los Gatos, CA. 95030 Steinberg Architects 60 Pierce Avenue San Jose, California TOP OF HIGH ROOF TOP OF LOW ROOF 9._6. 4 P� El FIRST_ FLOOR LEVF 01.11.2013 A &S RESPONSE #1 12.04.2012 A &S SUBMITTAL North Elevation PROPERTY LINE I 59 Victory Lane West Elev. (To Be Demolished) 4 59 Victory Lane South Elev. (To Be Demolished) 3 —1 ' /a' °'' -0' I PROPERTY LINE ec- !I/a-11- _ ❑ a E r 1 F r i Ii i 59 Victory Lane East Elev. (To Be Demolished) 2 59 Victory Lane North Elev. (To Be Demolished) 1 a /0'•1'd' BCntF: 1 /e'•1'tl KEY PLAN St. Mary's Parish and School New Junior High School Building Architecture and Site Application 219 Bean Avenue Los Gatos, CA 95030 Proposed Lower School & Existing 59 Victory Lane Elevs, PROJECT #: 10108 OATE:01.11.2013 SCALE: 1/8" = 1'•0' A5.1 (A & S) | Steinberg Archkkecvl,� St. Mary's Parish 19 Been 2 Avenue Los Gotos, CA. 95030 SANTA r Or _LARA COUNTY URB 4 FIR VENTION PROGRAM C.3 51 6C-HOOL Steinte 60 Perce Avenue son Jose, California ;i4 nE Son Rafael CA 94903 I VICTORY LANE NEW F31. ILDING ANE pears SCHOOL COUGAR'6 CORNER UIL IN GRADE 41525 EC "VNEW CATCH BASIN TO (DIR T-1 Vv WATER TO 5IOFILTfR4R"1CN PLANTING AREA. RIM ELrV. APPROX. 410.00 16 SEE CIVIL Fl- 01.11. 2013 A S RESPONSE #1 GRAMMAR, 09,19.2012 PLANNING RESPONSE #4 SCHOOL 07.23.2012 PLANNING RESPONSE #3 06,01.2012 PLANNING RESPONSE #2 BUILDING 03.14.2012 PLANNING RESPONSE #I 12.19.2011 PLANNING DEPT. SUBMITTAL FAVING; LEGEND NEW ACCENT PAVING. INTERLOC:KIN��FAI,46 29 R, 4>111 TERRA COTT, M�l NAME COMMON NAME CONTAINER INITIAL SIZE MATURE 61ZE A COLOR DECIDUOUS FLOWERING TREE BRICK APPEARANCE. #60:.:: 7/� PACIFIC INTERLOCK 'HOLLAND' So MM # PYRUS'ARIOTOCRAT' FLOWERING FEAR 24-BOX 10' T X 3' W 36- TALL. IT WIDE L=NG ACCE T TREE TFICEMIA'MSCAIRORA' CRAPE MYRTLE 24' 50>1 5' T X 2- W. IT TALL &WIDE NEW PERMEABLE IN TREE A BETULA NIGRA'OURA HEAV RIVER DIRCH 24' BOX 5' T. X 2'W. 40' TALL x MM 4 Xa HOLLAND PAVER 114, OTHER TREE LISTED FOR USE IN 131ORENTION AREA ON APPENDIX D OF SANTA CLARA BI COL. R TERRA COTTA OF, 0 rucCO FINISH TO MATCH NEW COUNTY URBAN RUNOFF POLUTION PREVENTION PROGRAM C3 St .... a te, Ha,cib,,k April 2012 TRULY POROUS PAVING. V-13" TO ACCOMMODATE AND E CONFORM TO NATURAL GRADE OF THE SITE. KEY PLAN VEHICULAR GATE- METAL PICKET TO MATCH FENCING T-O" HIGH IN W CONCRETE PAVINr EXISTING TREE TO REMAIN WITH GRAY INTEGRAL COLOIA 2. -0" HIGH METAL PICKET FENCE WITH FLAT BLACK OR BRONZE COLORED PAINT AND MEDIUM BROOM FIN15H 3. 6 4 . PEDESTRIAN GATE IN FENCE St. Mary's Parish EXISTING TREE TO Or REMOVED 6. BRICK PILLAR 6�O" TALL X 4'-0" LONG X 2'-6' DEEP. SEE SHEET L2 FOR ELEVATION. NEW ASPHALT PAVING 6. VEHICULAR GATE- METAL PICKET TO MATCH FENCING W-O" HIGH And School 7 NEW DRIVEWAY APPROACH "'K 8' PLANT�NG AREA AT GRADE LEVEL Planned Development EXISTING LAM 9. PLANT NG AREA AT GRADE LEVEL WITH BIOFILTRATION OF STORM WATER Zoning Application 3 TO 4 INCH DEEP to. CONCRETE RAMP CO 11. NEW RAISED PLANTER ARSE ORGANIC MULGH. Do NOT DISTURB EARTH 12. PLANTING IN EXISTING PLANTERS WATER ONSERVING SHRUBS AND GROUND COVER 0 BASE ROCK UNDER 13. LAWN AREA -AVING. LIMITED NEW RERMOVED 1 14l. NEW CONCRETE PAVING EXAMPLE PLANIS; LANTING, SEE TREE NOTES 15. NEW ASPHALT PAVING 219 Bean Avenue COTOREASTIER 'LOWFAST' COTONEA67ER I 6ALLON SHEET L2 16. EXISTING ASPHALT PAVING Los Gatos, CA 95030 P ORMIUM 'MAORI OUEEN' NEW ZEALAND FLAX 5 GALLON 1 7' NEW PERMEABLE INTERLOCKING PAVERS PITT05PORJN 'CREME DE MINT' DWARF PITYOSPGRUM S GALLON EXISTING TREE TABLE 18 , TREE WELL AND GRATE AT GRADE LEVEL AT EXISTING OAK TREE. RWAPHIOLrPIs 'BALLERINA' INDIA HAWTHORNE D GALLON 19. LOW CONCRETE RETAINING WALL APPROXIMATELY V-15" TO T-O" TALL TRACHELOSPERUM JA5MIINOIDES STAR JASMINE I GALLON KEY BOTANICAL NAME COMMON NAME. TRUNK DIAMETER SAVED OR REMOVED NOTES 20. COVERED SEATING AREA - 160 STUDENT CAPACITY. 21. CONCRETE STEPS GAZANIA MISUA YrLLCW' GAZANIA FROM FLATS 460 PRUNUS CAROLINIANA CAROLINACHERRY 6 INCHES SAVED SEE SHEETS T1 THROUGH T6 22. SAVE AND PROTECT EXISTING COAST LIVE OAK TREE- SEE TREE NOTES & DETAIL ATER TREATMENT AREA PLANTS 461 ACER PALMATUM JAPANESE MAPLE 8INCHES SAVED SEE TREE NOTES SHEETS 1_2 & Ti TO T6 SHEETL2 EXAMPLE PLANTS: #62 ALIANTHUS ALTISSIMA TREE OF HEAVEN 151NCHES REMOVED SEE SHEETS TI THROUGH T6 23. SOLLARD LIGHT 36" HIGH BLACK OR BRONZE IN COLOR - I I LIGHTS TOTAL -SEE QUEEN ANNE' LILY OF THE NILE GALL #63 QUERCUS AGRIFOLIA COAST LIVE OAK 19, 19,17 INCHES SA . VE SEE TREE NOTES SHEETS L2 & T-1 TO T6 SHEETL2 A54 ANTqU5 ON UAT MOVED SEE SHEETS TI THROUGH T6 24. WELL LIGHT FLUSH WITH GRADE LED LAMP,WALL WASH UPLIGHTS TO LIGHT Landscape Plan JUNCUS P TENS'ELK BLUE' CALIFORNIA RJ5H GALLON #65 SEQUOIA SEMPERVIENS COAST REDWOOD 48 INCHES SAVED SEE TREE NOTES SHEETS L2 & T-1 TO T6 PILLARS. SEE SHEET L2. 1 1 25 INCHES SAVED SEE SHEETS T1 THROUGH T6 MAHON AREP N6 CREEPING OREGON GRAFE I GALLON 466 SEQUOIA SEMPERVIENS COAST REDWOOD 25. LOUVERED WALL LIGHTS IN PLANTERS TO LIGHT STEPS. SEE SHT L2. 49 INCHES SAVED SEE SHEETS T1 THROUGH T6 26, LINE OF BUILDING OVERHANG 7F $I$YRINCHIIUM CALIFOWICUM YELLOW-EYED GRASS I GALLCN 467 SEQUOIA SEMPERVIENS COAST REDWOOD NOTE: #68 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 10 INCHES SAVED SEE TREE NOTES SHEETS L2 & TI TO TS 27. EXISTING BRICK MASONRY WALL TO REMAIN PROJECT �0108 PLANTING AND IRRIGATION 6H LL COMPLY WITH WATER EFFICIENT LANDSCAPE STANDARDS. #69 JUNIPERUS TORULOSA HOLLYWOOD JUNIPER WINCHES SAVED SEE SHEETS Ti THROUGH T6 28. NEW BRICK MASONRY WALL TO MATCH EXISTING 0 Ep�.O SEE l�IGATION NOTES si-ErT L2 #81 LAGERSTROEMIA CRAPE MYRTLE 4 INCHES REMOVED SEE SHEETS TI THROUGH T6 29. EXISTING CONCRETE PAVING TO REMAIN CAL 30. NEW PLANTING AT GRADE LEVEL TO SCREEN NEW BACKIFLOW DEVICES 31. CARFULLY REMOVE EXISTING CONCRETE WITHOUT DISTURBING BASE MATERIAL AND INSTALL 3 TO 4 " OF COARSE ORGANIC MULCH, REPLACE GRAVEL AT BASE 0, P D - I 1 0 0 6 L TREE WITH ORGANIC MULCH. SEE TREE NOTES SHEET L3.