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Item 5 - Exhibit 14 - Development Plans
15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-0 DIEP PRELIM 5-21-19.pln12/2/20195:24 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS PROJECT SITE GENERAL NOTES VICINITY MAPPROJECT INFORMATION ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING CODES, AS WELL AS ALL APPLICABLE STATE CODES & LOCAL CITY ORDINANCES, 2016 CALIFORNIA BUILDING CODE (C.B.C.) 2016 CALIFORNIA RESIDENTIAL CODE (C.R.C.) 2016 CALIFORNIA ELECTRICAL CODE (C.E.C.) 2016 CALIFORNIA PLUMBING CODE (C.P.C.) 2016 CALIFORNIA MECHANICAL CODE (C.M.C.) 2016 CALIFORNIA FIRE CODE (C.F.C.) 2016 CALIFORNIA ENERGY CODE (C.E.C.) 2016 CALIFORNIA GREEN CODE (C.G.C.) NOTHING ON THE DRAWINGS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES & REGULATIONS. GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL EXAMINE THOROUGHLY THE SITE AND SATISFY THEMSELVES AS TO THE CONDITIONS TO WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK, AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME. NO EXTRA COST TO THE OWNER WILL BE ALLOWED RESULTING FROM HIS NEGLIGENCE TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS AFFECTING HIS WORK. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS BY TAKING FIELD MEASUREMENTS; FOR PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED. SHOULD THERE BE ANY DISCREPANCIES, IMMEDIATELY REPORT TO THE ARCHITECT IN WRITING PRIOR TO COMMENCEMENT OF ANY RELATED WORK. IN THE EVENT OF THE CONTRACTOR'S FAILURE TO DO SO, THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE CORRECTION OR ADJUSTMENT OF ANY SUCH RELATED WORK OR ERRORS. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. MINOR DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS ARE TO BE EXPECTED. CONDITIONS REQUIRING CLARIFICATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSTALL OR APPLY, AND PROTECT ALL PRODUCTS, MATERIALS, PROCESSES, METHODS, COATINGS, EQUIPMENT, APPLIANCES, HARDWARE, SOFTWARE, ETC. IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, DETAILS & INSTRUCTIONS, TYPICAL. ALL MANUALS OR INSTRUCTIONS PROVIDED BY THESE MANUFACTURER'S FOR PROPER OPERATION AND MAINTENANCE OF THE ABOVE ARE TO BE DELIVERED TO THE OWNER AT THE COMPLETION AND FINAL INSPECTION OF THE PROJECT. CONTRACTOR SHALL VERIFY THE QUANTITY, ROUGH OPENINGS AND TYPES OF DOORS AND WINDOW AND DOOR SCHEDULES IN RELATION TO FRAMING PER FIELD PRIOR TO ORDERING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY. ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AND AEROSOL PAINT CONTAINERS MUST REMAIN ON THE SITE FOR FIELD VERIFICATION BY THE BUILDING INSPECTOR. PER CGBSC SEC. 4.504.2.4 PRIOR TO FINAL INSPECTION, A LETTER SIGNED BY THE GENERAL CONTRACTOR OR THE OWNER/BUILDER (FOR ANY OWNER/BUILDER) PROJECTS MUST BE PROVIDED TO THE TOWN OF LOS GATOS BUILDING OFFICIAL CERTIFYING THAT ALL ADHESIVES, SEALANTS, CAULKS, PAINTS, COATINGS, AEROSOL PAINTS, AEROSOL COATINGS, CARPET SYSTEMS (INCLUDING CARPETING, CUSHION AND ADHESIVE), RESILIENT FLOORING SYSTEMS, AND COMPOSITE WOOD PRODUCTS INSTALLED ON THIS PROJECT ARE WITHIN THE EMISSION LIMITS SPECIFIED IN CGBSC SECTION 4.504. 1. CODES AND REGULATIONS 2. SITE VERIFICATION 3. MEASUREMENTS 4. DIMENSIONS 5. DISCREPANCIES 6. MANUFACTURER'S SPECIFICATIONS 7. WINDOWS AND DOORS 8. CALGREEN STANDARDS TS / D.Z. AS-NOTED COVER SHEET AREA TABULATIONS GENERAL NOTES PROJECT INFORMATION AREA TABULATIONS PROJECT DESCRIPTION VICINITY MAP SHEET INDEX CONSULTANT DIRECTORY CONSULTANT DIRECTORY PROJECT DESCRIPTION ARCHITECT METRO DESIGN GROUP CONTACT :TOM SLOAN A.I.A. 1475 S. BASCOM AVE. # 208 CAMPBELL, CALIFORNIA 95008 (408) 871-1071 PHONE TOPO SURVEY & BOUNDARIES WESTFALL ENGINEERS, INC. 14583 BIG BASIN WAY #3 SARATOGA, CA 95070 (408) 867-0244 PHONE PROPERTY OWNERS PHONE MAILING ADDRESS PROJECT ADDRESS SITE AREA A.P.N. ZONING LOCATED WITHIN DESIGNATED WILDLAND URBAN INTERFACE FIRE AREA SETBACK REQUIREMENTS MAX HEIGHT ALLOWABLE / PROPOSED CONSTRUCTION TYPE OCCUPANCY STORIES EXISTING USE FIRE SPRINKLERS = 25.12 % AVERAGE SITE SLOPE JOHN AND ALLISON DIEP (408) 314-8493 5950 COUNTRY CLUB PARKWAY SAN JOSE, CA 95138 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 42,253 SF (0.96 AC) 527-02-007 HR-1 YES - STATE MANDATED LRA (VHFHA) REQUIRED FRONT: 30'-0" SIDE: 20'-0" REAR: 25'-0" PROPOSED FRONT: 97'- 6" LEFT SIDE: 21'-11" RIGHT SIDE: 21'- 8" REAR: 150'- 4" ALLOWED PROPOSED 25'-0" 24'-10" V-B R-3/U 2 2 SINGLE FAMILY RESIDENCE REQUIRED (NFPA-13D) PRELIMINARY LANDSCAPE PLAN SHEET INDEX COVER SHEET L- 1.0 A- 0 PROPOSED EXTERIOR ELEVATIONS A- 2.1 LOWER FLOOR PLAN C-3 A- 3.0 EROSION CONTROL PLAN C-1.TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS BUILD IT GREEN CHECKLISTA- 0.1 PROPOSED EXTERIOR ELEVATIONSA- 3.1 LANDSCAPE ARCHITECT DAVID R. FOX & COMPANY LANDSCAPE ARCHITECTURE CONTACT: DAVID FOX 1188 KOTENBERG AVENUE SAN JOSE, CA 95125 (408) 761-0212 PHONE EXISTING TOPOGRAPHY AND DEMOLITION PLAN C-7 GRADING & DRAINAGE PLAN -DRIVEWAY & GARAGE LEVEL C-8 CIVIL ENGINEER HANNA & BRUNETTI, INC. CIVIL ENGINEERS, SURVEYORS, CONSTRUCTION MANAGERS CONTACT: AMANDA WILSON, PE 7651 EIGLEBERRY STREET GILROY, CALIFORNIA 95020 (408) 842-2173 PHONE (408) 842-3662 FAX C-4 DRIVEWAY PROFILEAVERAGE SLOPE = 25% PERCENT OF NET LOT AREA TO BE DEDUCTED = 30% + 5 (3%) = 45% DEDUCTION 42,253 (.45) = 19,013.94 SF 42,253 -19,013.94 = 23,239.06 SF MAX ALLOWABLE GROSS FLOOR AREA up to 24,000 SF : FAR = 21.3% 5,100 SF house 0.97 MAIN FLOOR PLANA- 2.2 UPPER FLOOR PLANA- 2.3 EXTERIOR LIGHTING PLANA- 1.0 PROPOSED EXTERIOR ELEVATIONSA- 3.2 SECTION 'A-A'A- 4.0 GEOTECHNICAL ENGINEERING POLLAK ENGINEERING, INC. 555 SANTA CRUZ AVE. LOS GATOS, CA 95030 (408) 354-0420 PHONE SLOPE AT PAVED AREAS:2% MIN, AWAY FROM THE STRUCTURE SLOPE AT LANDING AREAS:1% MIN, AWAY FROM THE STRUCTURE 1. SITE AREA - PER HILLSIDE DEVELOPMENT STANDARDS AND GUIDELINES GROSS: 42,253.00 SF (0.96 AC) NET AFTER REDUCTION: 23,239.06 SF (0.53 AC) (AFTER 45% SLOPE REDUCTION) AVERAGE SLOPE OF SITE: 25.12 % SLOPE AT LANDSCAPE AREAS:5% MIN, AWAY FROM THE STRUCTURE 0.00229 x 5 x 2,127.90 2. FLOOR AREA * GROSS FLOOR AREA - BGA** = FLOOR AREA PER DEF. LOWER FLOOR 724 - 724 = 0 MAIN FLOOR 4,643 - 2,428 = 2,215 UPPER FLOOR 2,940 - 60 = 2,880 TOTAL AREA 8,307 -3,212 = 5,095 * SEE FLOOR AREA DIAGRAMS ON SHEET A-4.0. ** BGA = BELOW GRADE AREA- IS NOT INCLUDED IN FLOOR AREA GARAGE 2,175 -2,175 = 0 TOTAL FLOOR AREA 10,482 -5,387 = 5,095 GARAGE AREA OUTSIDE MAIN FLOOR FOOTPRINT : 211 SF * SEE FLOOR AREA DIAGRAMS ON SHEET A-4.0. ** BELOW GRADE AREA AND 400 SQ. FT. GARAGE ARE EXEMPT 3. MAXIMUM FLOOR AREA - FAR PER RESIDENTIAL DESIGN GUIDELINES MAXIMUM ALLOWABLE PROPOSED BUILDING FLOOOR AREA 5,100 SF 5,095 SF TOTAL ALLOWABLE FLOOR AREA: 5,100 SQ. FT. PER HDSG TABLE 2/PAGE 28. 3. BUILDING COVERAGE MAXIMUM ALLOWABLE COVERAGE: NO MAXIMUM PROPOSED COVERAGE: 4,954 SQ. FT. 11.72 % 5. PARKING SPACE 4 COVERED AT GARAGE 3 GUEST SPACES AVERAGE SLOPE AND LOT AREA REDUCTION CALCULATION S= THIS PROJECT IS LOCATED ON A CORNER HILLSIDE SITE THAT PROPOSES THE DEMOLITION OF AN EXISTING SINGLE FAMILY RESIDENCE AND EXISITNG ACCESSORY DWELLING UNIT THAT ARE LOCATED WITHIN THE MOST LEVEL AREA OF THE SITE. WHEREAS THE GREATEST LRDA IS LOCATED AT THE FLATEST AREA OF THE SITE, THE VIEW IMPACTS TO ADJACENT PROPERTIES AS WELL AS RIDGELINE VIEW PROTECTION DICTATED THAT THE NEW RESIDENCE BE LOCATED NEAR THE LOWEST PORTION OF THE SITE. THE MAJORITY OF THE DEVELOPMENT IS LOCATED ON AREAS WITH A SLOPE BELOW 30% AND WITHIN AN AREA THAT WOULD PROVIDE THE LEAST AMOUNT OF DISTURBANCE AND IMPACT TO THE SURROUNDING NEIGHBORS AND ENVIRONMENT. THE PROJECT INCLUDES A HOME WITH A FLOOR AREA BELOW THE MAXIMUM ALLOWABLE HEIGHT AND FLOOR AREA. PARKING IS LOCATED BELOW GRADE AND OUT OF VIEW. THE RESIDENCE HAS A FLAT ROOF WITH MASSING ELEMENTS THAT STEP BACK AND INTEGRATE INTO THE HILLSIDE. BECAUSE THE HOUSE IS TUCKED INTO THE HILLSIDE, FLOOR AREA BELOW GRADE INCLUDES A FEW LIGHTWELLS TO PROVIDE EGRESS, LIGHT AND VENTILATION. ON SITE PARKING INCLUDES 3 GUEST PARKING STALLS AND 4 ENCLOSED PARKING STALLS. A LANDSCAPE PLAN WAS DESIGNED TO MITIGATE THE VISUAL IMPACT OF THE RESIDENCE AND MINIMIZE GRADING FOR THE DRIVEWAY. TREE PROTECTION PLANL- 2.0 C-2 BLUEPRINT FOR A CLEAN BAY GRADING & DRAINAGE PLAN -MAIN LEVEL C-5 GRADING & DRAINAGE PLAN -UPPER LEVEL C-6 C-5 15925 QUAIL HILL ROAD THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGGINING OF THEIR WORK. CRC SEC. 313.2 AS ADOPTED AND AMENDED BY LGTC. CONSTRUCTION SITE FIRE SAFETY ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND THE FIRE DEPARTMENT'S STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHP.33 EXHIBIT 14 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-0.1 DIEP PRELIM 5-21-19.pln12/2/20195:24 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS NEW HOME RATING SYSTEM, VERSION 6.0 SINGLE FAMILY CHECKLIST Single Family New Home Version 6.0.2 PointsAchievedCommunityEnergyIAQ/HealthResourcesWaterMEASURES NOTES CALGreen Yes CALGreen Res (REQUIRED)4 1 1 1 1 A. SITE Yes A1. Construction Footprint 1 1 A2. Job Site Construction Waste Diversion TBD A2.1 65% C&D Waste Diversion (Including Alternative Daily Cover)2 TBD A2.2 65% C&D Waste Diversion (Excluding Alternative Daily Cover)2 TBD A2.3 Recycling Rates from Third-Party Verified Mixed-Use Waste Facility 1 TBD A3. Recycled Content Base Material 1 Yes A4. Heat Island Effect Reduction (Non-Roof)1 1 TBD A5. Construction Environmental Quality Management Plan Including Flush-Out 1 A6. Stormwater Control: Prescriptive Path Yes A6.1 Permeable Paving Material 1 1 Yes A6.2 Filtration and/or Bio-Retention Features 1 1 TBD A6.3 Non-Leaching Roofing Materials 1 TBD A6.4 Smart Stormwater Street Design 1 TBD A7. Stormwater Control: Performance Path 3 B. FOUNDATION TBD B1. Fly Ash and/or Slag in Concrete 1 TBD B2. Radon-Resistant Construction 2 Yes B3. Foundation Drainage System 2 2 TBD B4. Moisture Controlled Crawlspace 1 B5. Structural Pest Controls TBD B5.1 Termite Shields and Separated Exterior Wood-to-Concrete Connections 1 Yes B5.2 Plant Trunks, Bases, or Stems at Least 36 Inches from the Foundation 1 1 C. LANDSCAPE Enter the landscape area percentage TBD C1. Plants Grouped by Water Needs (Hydrozoning)1 TBD C2. Three Inches of Mulch in Planting Beds 1 C3. Resource Efficient Landscapes TBD C3.1 No Invasive Species Listed by Cal-IPC 1 TBD C3.2 Plants Chosen and Located to Grow to Natural Size 1 Yes C3.3 Drought Tolerant, California Native, Mediterranean Species, or Other Appropriate Species 3 3 C4. Minimal Turf in Landscape TBD C4.1 No Turf on Slopes Exceeding 10% and No Overhead Sprinklers Installed in Areas Less Than Eight Feet Wide 2 TBD C4.2 Turf on a Small Percentage of Landscaped Area 2 TBD C5. Trees to Moderate Building Temperature 1 1 1 TBD C6. High-Efficiency Irrigation System 2 TBD C7. One Inch of Compost in the Top Six to Twelve Inches of Soil 2 TBD C8. Rainwater Harvesting System 3 TBD C9. Recycled Wastewater Irrigation System 1 TBD C10. Submeter or Dedicated Meter for Landscape Irrigation 2 TBD C11. Landscape Meets Water Budget 2 C12. Environmentally Preferable Materials for Site TBD C12.1 Environmentally Preferable Materials for 70% of Non-Plant Landscape Elements and Fencing 1 Yes C13. Reduced Light Pollution 1 1 Yes C14. Large Stature Tree(s)1 1 TBD C15. Third Party Landscape Program Certification 1 TBD C16. Maintenance Contract with Certified Professional 1 D. STRUCTURAL FRAME AND BUILDING ENVELOPE D1. Optimal Value Engineering TBD D1.1 Joists, Rafters, and Studs at 24 Inches on Center 1 2 TBD D1.2 Non-Load Bearing Door and Window Headers Sized for Load 1 TBD D1.3 Advanced Framing Measures 2 TBD D2. Construction Material Efficiencies 1 D3. Engineered Lumber Yes D3.1 Engineered Beams and Headers 1 1 Yes D3.2 Wood I-Joists or Web Trusses for Floors 1 1 TBD D3.3 Enginered Lumber for Roof Rafters 1 TBD D3.4 Engineered or Finger-Jointed Studs for Vertical Applications 1 TBD D3.5 OSB for Subfloor 0.5 TBD D3.6 OSB for Wall and Roof Sheathing 0.5 TBD D4. Insulated Headers 1 Points Achieved: 58 The GreenPoint Rated checklist tracks green features incorporated into the home. GreenPoint Rated is administered by Build It Green, a non-profit whose mission is to promote healthy, energy and resource efficient buildings in California. The minimum requirements of GreenPoint Rated are: verification of 50 or more points; Earn the following minimum points per category: Community (2), Energy (25), Indoor Air Quality/Health (6), Resources (6), and Water (6); and meet the prerequisites CALGreen Mandatory, H6.1, J5.1, O1, O7. The criteria for the green building practices listed below are described in the GreenPoint Rated Single Family Rating Manual. For more information please visit www.builditgreen.org/greenpointrated Build It Green is not a code enforcement agency. A home is only GreenPoint Rated if all features are verified by a Certified GreenPoint Rater through Build It Green. Possible Points Certification Level: Certified DIEP RESIDENCE 2 25 6 6 6 5.0 27.0 8.0 10.0 8.0 Minimum Points Achieved Points POINTS REQUIRED © Build It Green GreenPoint Rated New Home Single Family Checklist Version 6.0 Single Family New Home Version 6.0.2 2 6 6 65.0 D5. FSC-Certified Wood TBD D5.1 Dimensional Lumber, Studs, and Timber 6 TBD D5.2 Panel Products 3 D6. Solid Wall Systems TBD D6.1 At Least 90% of Floors 1 TBD D6.2 At Least 90% of Exterior Walls 1 1 TBD D6.3 At Least 90% of Roofs 1 1 TBD D7. Energy Heels on Roof Trusses 1 TBD D8. Overhangs and Gutters 1 1 D9. Reduced Pollution Entering the Home from the Garage TBD D9.1 Detached Garage 2 TBD D9.2 Mitigation Strategies for Attached Garage 1 D10. Structural Pest and Rot Controls TBD D10.1 All Wood Located At Least 12 Inches Above the Soil 1 TBD D10.2 Wood Framing Treated With Borates or Factory-Impregnated, or Wall Materials Other Than Wood 1 Yes D11. Moisture-Resistant Materials in Wet Areas (such as Kitchen, Bathrooms, Utility Rooms, and Basements)2 1 1 E. EXTERIOR TBD E1. Environmentally Preferable Decking 1 TBD E2. Flashing Installation Third-Party Verified 2 TBD E3. Rain Screen Wall System 2 TBD E4. Durable and Non-Combustible Cladding Materials 1 E5. Durable Roofing Materials Yes E5.1 Durable and Fire Resistant Roofing Materials or Assembly 1 1 ≥25%E6. Vegetated Roof 2 2 2 F. INSULATION F1. Insulation with 30% Post-Consumer or 60% Post-Industrial Recycled Content TBD F1.1 Walls and Floors 1 TBD F1.2 Ceilings 1 F2. Insulation that Meets the CDPH Standard Method—Residential for Low Emissions TBD F2.1 Walls and Floors 1 TBD F2.2 Ceilings 1 F3. Insulation That Does Not Contain Fire Retardants TBD F3.1 Cavity Walls and Floors 1 TBD F3.2 Ceilings 1 TBD F3.3 Interior and Exterior 1 G. PLUMBING G1. Efficient Distribution of Domestic Hot Water Yes G1.1 Insulated Hot Water Pipes 1 1 TBD G1.2 WaterSense Volume Limit for Hot Water Distribution 1 TBD G1.3 Increased Efficiency in Hot Water Distribution 2 G2. Install Water-Efficient Fixtures TBD G2.1 WaterSense Showerheads with Matching Compensation Valve 2 TBD G2.2 WaterSense Bathroom Faucets 1 TBD G2.3 WaterSense Toilets with a Maximum Performance (MaP) Threshold of No Less Than 500 Grams 1 TBD G3. Pre-Plumbing for Graywater System 1 TBD G4. Operational Graywater System 3 H. HEATING, VENTILATION, AND AIR CONDITIONING H1. Sealed Combustion Units Yes H1.1 Sealed Combustion Furnace 1 1 Yes H1.2 Sealed Combustion Water Heater 2 2 TBD H2. High Performing Zoned Hydronic Radiant Heating System 1 1 H3. Effective Ductwork TBD H3.1 Duct Mastic on Duct Joints and Seams 1 Yes H3.2 Pressure Balance the Ductwork System 1 1 TBD H4. ENERGY STAR® Bathroom Fans Per HVI Standards with Air Flow Verified 1 H5. Advanced Practices for Cooling TBD H5.1 ENERGY STAR Ceiling Fans in Living Areas and Bedrooms 1 H6. Whole House Mechanical Ventilation Practices to Improve Indoor Air Quality Yes H6.1 Meet ASHRAE 62.2-2010 Ventilation Residential Standards Y R R R R R TBD H6.2 Advanced Ventilation Standards 1 TBD H6.3 Outdoor Air Ducted to Bedroom and Living Areas 2 H7. Effective Range Hood Design and Installation TBD H7.1 Effective Range Hood Ducting and Design 1 TBD H7.2 Automatic Range Hood Control 1 Yes H8. No Fireplace or Sealed Gas Fireplace 1 1 TBD H9. Humidity Control Systems 1 TBD H10. Register Design Per ACCA Manual T 1 TBD H11. High Efficiency HVAC Filter (MERV 8+)1 I. RENEWABLE ENERGY TBD I1. Pre-Plumbing for Solar Water Heating 1 TBD I2. Preparation for Future Photovoltaic Installation 1 I3. Onsite Renewable Generation (Solar PV, Solar Thermal, and Wind)25 I4. Net Zero Energy Home TBD I4.1 Near Zero Energy Home 2 TBD I4.2 Net Zero Electric 4 © Build It Green GreenPoint Rated New Home Single Family Checklist Version 6.0 Single Family New Home Version 6.0.2 2 6 6 65.0 J. BUILDING PERFORMANCE AND TESTING TBD J1. Third-Party Verification of Quality of Insulation Installation 1 TBD J2. Supply and Return Air Flow Testing 1 1 TBD J3. Mechanical Ventilation Testing and Low Leakage 1 TBD J4. Combustion Appliance Safety Testing 1 2013 J5. Building Performance Exceeds Title 24 Part 6 6.00% J5.1 Home Outperforms Title 24 Part 6 17 60 Yes J6. Title 24 Prepared and Signed by a CABEC Certified Energy Analyst 1 1 TBD J7. Participation in Utility Program with Third-Party Plan Review 1 TBD J8. ENERGY STAR for Homes 1 No J9. EPA Indoor airPlus Certification 0 1 TBD J10. Blower Door Testing 2 K. FINISHES K1. Entryways Designed to Reduce Tracked-In Contaminants Yes K1.1 Individual Entryways 1 1 TBD K2. Zero-VOC Interior Wall and Ceiling Paints 2 Yes K3. Low-VOC Caulks and Adhesives 1 1 K4. Environmentally Preferable Materials for Interior Finish TBD K4.1 Cabinets 2 TBD K4.2 Interior Trim 2 TBD K4.3 Shelving 2 TBD K4.4 Doors 2 TBD K4.5 Countertops 1 K5. Formaldehyde Emissions in Interior Finish Exceed CARB TBD K5.1 Doors 1 TBD K5.2 Cabinets and Countertops 2 TBD K5.3 Interior Trim and Shelving 2 TBD K6. Products That Comply With the Health Product Declaration Open Standard 2 TBD K7. Indoor Air Formaldehyde Level Less Than 27 Parts Per Billion 2 No K8. Comprehensive Inclusion of Low Emitting Finishes 0 1 L. FLOORING TBD L1. Environmentally Preferable Flooring 3 TBD L2. Low-Emitting Flooring Meets CDPH 2010 Standard Method—Residential 3 Yes L3. Durable Flooring 1 1 TBD L4. Thermal Mass Flooring 1 M. APPLIANCES AND LIGHTING Yes M1. ENERGY STAR® Dishwasher 1 1 CEE Tier 2 M2. CEE-Rated Clothes Washer 2 1 2 <25 cubic feet M3. Size-Efficient ENERGY STAR Refrigerator 1 2 M4. Permanent Centers for Waste Reduction Strategies TBD M4.1 Built-In Recycling Center 1 TBD M4.2 Built-In Composting Center 1 M5. Lighting Efficiency Yes M5.1 High-Efficacy Lighting 2 2 TBD M5.2 Lighting System Designed to IESNA Footcandle Standards or Designed by Lighting Consultant 2 N. COMMUNITY N1. Smart Development No N1.1 Infill Site 0 1 1 TBD N1.2 Designated Brownfield Site 1 1 TBD N1.3 Conserve Resources by Increasing Density 2 2 TBD N1.4 Cluster Homes for Land Preservation 1 1 N1.5 Home Size Efficiency 9 Enter the area of the home, in square feet Enter the number of bedrooms TBD N2. Home(s)/Development Located Within 1/2 Mile of a Major Transit Stop 2 N3. Pedestrian and Bicycle Access N3.1 Pedestrian Access to Services Within 1/2 Mile of Community Services 2 Enter the number of Tier 1 services Enter the number of Tier 2 services TBD N3.2 Connection to Pedestrian Pathways 1 TBD N3.3 Traffic Calming Strategies 2 N4. Outdoor Gathering Places TBD N4.1 Public or Semi-Public Outdoor Gathering Places for Residents 1 TBD N4.2 Public Outdoor Gathering Places with Direct Access to Tier 1 Community Services 1 N5. Social Interaction Yes N5.1 Residence Entries with Views to Callers 1 1 Yes N5.2 Entrances Visible from Street and/or Other Front Doors 1 1 TBD N5.3 Porches Oriented to Street and Public Space 1 TBD N5.4 Social Gathering Space 1 N6. Passive Solar Design TBD N6.1 Heating Load 2 TBD N6.2 Cooling Load 2 N7. Adaptable Building TBD N7.1 Universal Design Principles in Units 1 1 TBD N7.2 Full-Function Independent Rental Unit 1 O. OTHER Yes O1. GreenPoint Rated Checklist in Blueprints Y R R R R R TBD O2. Pre-Construction Kickoff Meeting with Rater and Subcontractors 0.5 1 0.5 TBD O3. Orientation and Training to Occupants—Conduct Educational Walkthroughs 0.5 0.5 0.5 0.5 TBD O4. Builder's or Developer's Management Staff are Certified Green Building Professionals 0.5 0.5 0.5 0.5 TBD O5. Home System Monitors 1 1 O6. Green Building Education TBD O6.1 Marketing Green Building 2 TBD O6.2 Green Building Signage 0.5 0.5 Yes O7. Green Appraisal Addendum Y R R R R R TBD O8. Detailed Durability Plan and Third-Party Verification of Plan Implementation 1 Summary Total Available Points in Specific Categories 342 26 131 54 83 48 Minimum Points Required in Specific Categories 50 2 25 6 6 6 Total Points Achieved 58.0 5.0 27.0 8.0 10.0 8.0 © Build It Green GreenPoint Rated New Home Single Family Checklist Version 6.0 BUILD IT GREEN CHECKLIST DZ N.T.S. ELEVATORREV.: DEC. 2015 VICINITY MAP PLAN FOR THE IMPROVEMENT OFLANDS OF DIEP - 15925 QUAIL HILL DRIVEPARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSCOVER SHEETARCHITECTURAL AND SITE APPLICATION NO. S-19-012REVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:MAY 23, 2019AMXXAMTMAS SHOWN18083TOWN OF LOS GATOS STANDARD PUBLIC IMPROVEMENT NOTES 1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE FOLLOWING: a. TOWN OF LOS GATOS ENGINEERING DESIGN STANDARDS AND SPECIFICATIONS (UNLESS SPECIFICALLY STATED OTHERWISE ON THE PLANS). b. ALL TOWN OF LOS GATOS CONDITIONS OF APPROVAL RELATED TO THE PROJECT. c. THESE PLANS AND DETAILS. d. RECOMMENDATIONS OF THE PROJECT SOILS INVESTIGATION SOILS ENGINEER ___________________________________________________ REFERENCE REPORT NO. _______________, DATED ____________ LETTER NO. __________, DATED ____________, SHALL BE THOROUGHLY COMPLIED WITH. BOTH THE MENTIONED REPORT AND ALL UPDATES/ADDENDUMS/LETTERS ARE HEREBY APPENDED AND MADE A PART OF THESE PLANS. 2. NO WORK MAY BE STARTED ON-SITE WITHOUT AN APPROVED GRADING PLAN AND A GRADING PERMIT ISSUED BY THE TOWN OF LOS GATOS, PARKS AND PUBLIC WORKS DEPARTMENT LOCATED AT 41 MILES AVENUE, LOS GATOS, CA 95030. 3. A PRE-JOB MEETING SHALL BE HELD WITH THE TOWN ENGINEERING INSPECTOR FROM THE PARKS AND PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING DONE. THE CONTRACTOR SHALL CALL THE INSPECTIONS LINE AT (4080 399-5771 AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING OR ONSITE WORK. THIS MEETING SHOULD INCLUDE: a. A DISCUSSION OF THE PROJECT CONDITIONS OF APPROVAL, WORKING HOURS, SITE MAINTENANCE AND OTHER CONSTRUCTION MATTERS; b. ACKNOWLEDGEMENT IN WRITING THAT CONTRACTOR AND APPLICANT 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. 4. APPROVAL OF PLANS DOES NOT RELEASE THE DEVELOPER OF THE RESPONSIBILITY FOR THE CORRECTION OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF, DURING THE COURSE OF CONSTRUCTION OF THE IMPROVEMENTS, PUBLIC INTEREST AND SAFETY REQUIRES A MODIFICATION OR DEPARTURE FROM THE TOWN SPECIFICATIONS OR THESE IMPROVEMENT PLANS, THE TOWN ENGINEER SHALL HAVE FULL AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE MADE. 5. APPROVAL OF THIS PLAN APPLIES ONLY TO THE GRADING, EXCAVATION, PLACEMENT, AND COMPACTION OF NATURAL EARTH MATERIALS. THIS APPROVAL DOES NOT CONFER ANY RIGHTS OF ENTRY TO EITHER PUBLIC PROPERTY OR THE PRIVATE PROPERTY OF OTHERS AND DOES NOT CONSTITUTE APPROVAL OF ANY OTHER IMPROVEMENTS. 6. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE OR CONTRACTOR TO IDENTIFY, LOCATE AND PROTECT ALL UNDERGROUND FACILITIES. PERMITTEE OR CONTRACTOR SHALL NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 1-800-227-2600 A MINIMUM OF FORTY-EIGHT (48) HOURS BUT NOT MORE THAN FOURTEEN (14) DAYS PRIOR TO COMMENCING ALL WORK. 7. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO COMPLY WITH THE STANDARDS ESTABLISHED BY THE AIR QUALITY MANAGEMENT DISTRICT FOR AIRBORNE PARTICULATES. 8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL LAWS, CODES, RULES AND REGULATIONS GOVERNING THE WORK IDENTIFIED ON THESE PLANS. THESE SHALL INCLUDE, WITHOUT LIMITATION, SAFETY AND HEALTH RULES AND REGULATIONS ESTABLISHED BY OR PURSUANT TO THE OCCUPATIONAL SAFETY AND HEALTH ACT OR ANY OTHER APPLICABLE PUBLIC AUTHORITY. 9. THE GENERAL CONTRACTOR SHALL PROVIDE QUALIFIED SUPERVISION ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 10. CONTRACTOR SHALL EXERCISE ALL NECESSARY CAUTION TO AVOID DAMAGE TO ANY EXISTING TREES, SURFACE IMPROVEMENTS, DRAINAGE, WATER, SEWER, ELECTRICAL OR TELECOMMUNICATION FACILITIES WHETHER ABOVE GROUND OR UNDERGROUND. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR ANY DAMAGE THERETO. 11. HORIZONTAL AND VERTICAL CONTROLS SHALL BE SET AND CERTIFIED BY A LICENSED SURVEYOR OR REGISTERED CIVIL ENGINEER QUALIFIED TO PRACTICE LAND SURVEYING. 12. DURING CONSTRUCTION, ALL APPLICABLE WORK (SUBGRADE, PAVING, ETC.) SHALL BE INSPECTED BY THE APPLICANT'S SOILS ENGINEER. THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS BEFORE BEGINNING SUCH WORK. THE ENGINEER SHALL BE ON-SITE TO VERIFY CONDITIONS AS REQUIRED IN HIS REPORT. SHOULD ANY CHANGES TO THE REPORT RECOMMENDATIONS BE NECESSARY, TOWN APPROVAL SHALL BE OBTAINED PRIOR TO ANY ASSOCIATED WORK. 13. THE RESULTS OF THE CONSTRUCTION OBSERVATION AND TESTING SHALL BE DOCUMENTED IN AN “AS-BUILT” LETTER/REPORT PREPARED BY THE APPLICANTS' SOILS ENGINEER AND SUBMITTED FOR THE TOWN'S REVIEW AND ACCEPTANCE BEFORE FINAL RELEASE OF ANY OCCUPANCY PERMIT IS GRANTED. 14. ALL PRIVATE AND PUBLIC STREETS ACCESSING PROJECT SITE SHALL BE KEPT OPEN AND IN A SAFE, DRIVABLE CONDITION THROUGHOUT CONSTRUCTION. IF TEMPORARY CLOSURE IS NEEDED, THEN FORMAL WRITTEN NOTICE TO THE ADJACENT NEIGHBORS AND THE TOWN OF LOS GATOS PARKS AND PUBLIC WORKS DEPARTMENT SHALL BE PROVIDED AT LEAST ONE WEEK IN ADVANCE OF CLOSURE, AND NO CLOSURE SHALL BE GRANTED WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE TOWN. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC OR PRIVATE RIGHT-OF-WAY. 15. THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS THAT ARE NECESSARY TO GIVE ADEQUATE WARNING AND PROTECTION TO THE PUBLIC AT ALL TIMES. 16. OWNER/APPLICANT: ____________________________ PHONE:_____________ 17. GENERAL CONTRACTOR: _________________________ PHONE:_____________ 18. A TOWN ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. A STATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN STATE RIGHT-OF-WAY (IF APPLICABLE). THE PERMITTEE AND/OR CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTION PERFORMED BY OTHER GOVERNMENTAL AGENCIES. 19. 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. FAILURE TO MAINTAIN THE PUBLIC RIGHT-OF-WAY ACCORDING TO THIS CONDITION MAY RESULT IN PENALTIES AND/OR THE TOWN PERFORMING THE REQUIRED MAINTENANCE AT THE DEVELOPER'S EXPENSE. SHEET INDEX C.1 TOWN NOTES, PROJECT DATA, LEGEND & ABBREVIATIONS C.2 BLUEPRINT FOR A CLEAN BAY SHEET C.3 EXISTING TOPOGRAPHY AND DEMOLITION PLAN C.4 GRADING & DRAINAGE PLAN - DRIVEWAY AND GARAGE LEVEL C.5 GRADING & DRAINAGE PLAN - MAIN LEVEL C.6 GRADING & DRAINAGE PLAN - UPPER LEVEL C.7 DRIVEWAY PROFILE C.8 EROSION CONTROL PLAN PLAN FOR THE IMPROVEMENT OF TOWN OF LOS GATOS GRADING & DRAINAGE PLANS ARCHITECTURAL AND SITE APPLICATION NO. S-19-012 TOWN OF LOS GATOS NPDES NOTES 1. SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. 2. STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. 3. APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS) FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILL OR RESIDES SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF AS REQUIRED BY THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. 4. RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR TO THE LOCAL STORM DRAIN SYSTEM. 5. ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BEST MANAGEMENT PRACTICES (BMPS) AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 6. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. 7. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT A STORM DOES NOT CARRY WASTE OR POLLUTANTS OFF OF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OR THE STATEWIDE GENERAL CONSTRUCTION STORMWATER PERMIT. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATED CUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; WASTES FROM STREET CLEANING; AND SUPERCHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 8. DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS ALSO PROHIBITED. DISCHARGING NON-CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. TOTAL SITE AREA: ____________ SF TOTAL SITE AREA DISTURBED: ____________ SF (INCLUDING CLEARING, GRADING OR EXCAVATING) EXISTING AREA (SF) PROPOSED AREA (SF) REPLACED NEW TOTAL AREA POST-PROJECT (SF) IMPERVIOUS AREA TOTAL NEW & REPLACED IMPERVIOUS AREA PERVIOUS AREA TABLE OF PROPOSED PERVIOUS AND IMPERVIOUS AREAS AB AGGREGATE BASE AC ASPHALT CONCRETE AD AREA DRAIN ARV AIR RELEASE VALVE BC BACK OF CURB BFP BACKFLOW PREVENTER BW BOTTOM OF WALL CATV CABLE TELEVISION CB CATCH BASIN CFS CUBIC FEET PER SECOND C/L CENTERLINE CMP CORRUGATED METAL PIPE CO CLEANOUT CY CUBIC YARD DCVA DOUBLE CHECK VALVE ASSEMBLY DI DROP INLET DIA DIAMETER DIP DUCTILE IRON PIPE DWY DRIVEWAY (E)EAST EG EXISTING GRADE ELEC ELECTRICAL EP EDGE OF PATH EVAE EMERGENCY VEHICLE ACCESS EASEMENT EX EXISTING FC FACE OF CURB FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOW LINE FM FORCED MAIN FS FIRE SERVICE FT FEET ABBREVIATIONS 8SHEET OF C.1CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.G GAS GA GAUGE GB GRADE BREAK GM GAS METER GS GAS SERVICE HDPE HIGH-DENSITY POLYETHYLENE HP HIGH POINT IEE INGRESS/EGRESS EASEMENT IN INCH INV INVERT ELEVATION LAT LATERAL LG LIP OF GUTTER LP LOW POINT MAX MAXIMUM MH MANHOLE MIN MINIMUM MPH MILES PER HOUR (N)NORTH N.T.S.NOT TO SCALE O.C.ON CENTER O.D.OUTSIDE DIAMETER PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE PERF PERFORATED PG&E PACIFIC GAS & ELECTRIC COMPANY PIEE PRIVATE INGRESS/EGRESS EASEMENT PL PROPERTY LINE PR PROPOSED PSDE PRIVATE STORM DRAIN EASEMENT PSE PUBLIC SERVICE EASEMENT PSSE PRIVATE SANITARY SEWER EASEMENT PUE PUBLIC UTILITY EASEMENT PVC POLYVINYL CHLORIDE R RADIUS RCP REINFORCED CONCRETE PIPE RIM RIM ELEVATION R/W RIGHT-OF-WAY (S)SOUTH S SLOPE SCC SANTA CLARA COUNTY SCCFD SANTA CLARA COUNTY FIRE DEPARTMENT SD STORM DRAIN SDCO STORM DRAIN CLEANOUT SDE STORM DRAIN EASEMENT SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SF SQUARE FEET SJWC SAN JOSE WATER COMPANY SS SANITARY SEWER SSCO SANITARY SEWER CLEANOUT SSE SANITARY SEWER EASEMENT SSMH SANITARY SEWER MANHOLE STD STANDARD S/W SIDEWALK TC TOP OF CURB TELE TELEPHONE TLG TOWN OF LOS GATOS TW TOP OF WALL TYP TYPICAL VCP VITRIFIED CLAY PIPE (W)WEST W WATER WM WATER METER WS WATER SERVICE WV WATER VALVE WVSD WEST VALLEY SANITATION DISTRICT XING CROSSING CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMAPN 527-02-007DRYSD A L E DRIVE SHADY L A N ESHORT ROADBLOSSOM HILL ROAD OLD BLOSSOM HILL ROAD SHANNO N R O A D LINDAAVENUE LU RAYDRIVE MARY WAYSHANNONROA D HB JOB NO. 18083 REV.: SEPT. 2016 -SHEET OF C.2 PARKS AND PUBLIC WORKS DEPARTMENTTOWN OF LOS GATOSREVISIONSBYDATEPROJECT NO.:SCALE:ENGR:CHECK:DRAWN:DESIGN:DATE:APRIL 11, 2019AMXXAMTMNONECONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.18083GRADING & DRAINAGE PLANSLANDS OF DIEP - 15925 QUAIL HILL DRIVEBLUEPRINT FOR A CLEAN BAYARCHITECTURAL AND SITE APPLICATION NO. S-19-012CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 1910C.3SHEET OF 8 18083AS SHOWNTMAMXXAMMAY 23, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012EXISTING TOPOGRAPHYTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 S H A D Y L A N ED R Y S D A L E D R I V E AND DEMOLITION PLANHB JOB NO. 18083 ’ “ ” C.4SHEET OF 8 18083AS SHOWNTMAMXXAMMAY 23, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083 C.5SHEET OF 8 18083AS SHOWNTMAMXXAMMAY 23, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083 C.6SHEET OF 8 18083AS SHOWNTMAMXXAMMAY 23, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012GRADING & DRAINAGE PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083 C.7SHEET OF 8 18083AS SHOWNTMAMXXAMMAY 23, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012DRIVEWAY PROFILE & DETAILSTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 15925 QUAIL HILL DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083 C.8SHEET OF 8 18083AS SHOWNTMAMXXAMMAY 23, 2019DATE:DESIGN:DRAWN:CHECK:ENGR:SCALE:PROJECT NO.:DATEBYREVISIONSARCHITECTURAL AND SITE APPLICATION NO. S-19-012EROSION CONTROL PLANTOWN OF LOS GATOSPARKS AND PUBLIC WORKS DEPARTMENTLANDS OF DIEP - 10 DRYSDALE DRIVEPLAN FOR THE IMPROVEMENT OFCONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.REV.: DEC. 2015 CIVIL ENGINEERSLAND SURVEYORSCONSTRUCTION MANAGERSHANNA-B UNTTIEST. 19107651 EIGLEBERRY STREET GILROY 95020 CALIFORNIAOFFICE (408) 842-2173 FAX (408) 842-3662EMAIL: ENGINEERING @ HANNABRUNETTI.COMHB JOB NO. 18083 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-1.0 DIEP PRELIM 5-21-19.pln12/2/20195:24 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TSN(P) LIGHT 'B' -TYP. OF 4 @ PORCH (P) LIGHT 'A' -TYP. OF 6 (P) LIGHT 'A' -TYP. OF 7 (P) LIGHT 'A' -TYP. OF 6 (P) LIGHT 'C' -TYP. OF 10 (P) LIGHT 'C' -TYP. OF 4 (P) LIGHT 'C' -TYP. OF 10 (P) LIGHT 'B' -TYP. OF 6 @ PORCH (P) LIGHT 'C' -TYP. OF 8 LIGHT WELL #2 LIGHT WELL #3 LIGHT WELL #4 LIGHT WELL #1 LIGHT WELL #5 'A' 'A' 'A''A' 'A''A' 'A''A' 'A''A' 'A' 'A' 'A''A' 'A' 'A''A''A' 'A' (P) LIGHT 'A' LIGHT TYPE SYMBOL (P) LIGHT 'B' (P) LIGHT 'C' 19 10 32 TOTAL 'A' 'B' 'C' PROPOSED RESIDENCE 'C' 'C' 'C''C' 'C''C' UP PROPOSED WALL MOUNTED LIGHT 'A' EXTERIOR LIGHTING PLAN DZ 1/8" = 1'-0" PROPOSED EXTERIOR LIGHTING PLAN PROPOSED STEP LIGHT 'C' HINKLEY LIGHTING 58508BZ BRONZE 1LIGHT 3" HEIGHT ADA COMPLIANT LED OUTDOOR STEP LIGHT - LUNA COLLECTION PROPOSED EXTERIOR SOFFIT RECESSED MOUNT LIGHT 'B''HALO' 4" DIA. LED LIGHTING H456ICAT120D WITH LENS RECESSED MOUNT CEILING FIXTURE HOUSING ENGINE 4" RECESSED DOWNLIGHTING TRIM "ELLINGTON DARK SKY TRADITIONAL" OUTDOOR WALL SCONCE THIS DESIGNERS FOUNTAIN COLLECTION OF ELLINGTON DARK SKY TRADITIONAL OUTDOOR WALL SCONCE OFFERS QUALITY OUTDOOR LIGHTING. THE DARK SKY WALL SCONCE ARE DESIGNED TO MINIMIZE GLARE AND REDUCE LIGHT TRESPASS. THE INTRICATE DESIGN OF C-LIKE SHAPES GIVES THIS CAST ALUMINUM WALL SCONCE A BEAUTIFUL MEDITERRANEAN PATINA FINISH. FEATURES · SAFETY RATING: UL/CUL · LOCATION RATING: WET · DARK SKY: YES · MODEL#: XFD-PM-12113 · ORIGIN: CN · WALL PROJECTION: 11.75" · FINISH: MEDITERRANEAN PATINA · MATERIAL: CAST ALUMINUM · LAMPING: (1) 100W 120V INCANDESCENT, MEDIUM BASE (E26) · DIMENSION: 16.25" (H) x 9" (W) x 11.75" (L) 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-2.1 DIEP PRELIM 5-21-19.pln12/2/20195:24 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS NINDICATES NEW PLUMBING FIXTURE INDICATES CROSS SECTION MARKER SEE A-4 SHEETS INDICATES NEW 2x4 WALLS # INDICATES NEW CABINETRY INDICATES CEILING TRANSITION INDICATES WALL W/ SOUND INSULATION FLOOR PLAN LEGEND INDICATES NEW 2x6 WALLS #-# INDICATES NEW WALL MOUNTED DOWNLIGHT ENERGY EFFICIENT LIGHTING RECESSED DOWNLIGHT ENERGY EFFICIENT LIGHTING INDICATES NEW RETAINING WALLS 89'-111/2" 16'-11"73'-1/2" 6'-1/2"49'-3"40'-51/2"1'-0"18'-0"29'-3" 47'-3" 34'-8"55'-31/2" 9'-0"5'-11"60'-21/2"5'-81/2"71'-101/2"5'-11"60'-21/2"5'-81/2"8'-6"8'-6"8'-6"9'-6"18'-0"25'-4" R 17'-6"R 24'R 1 7 ' - 6 " R 2 4 ' R 24' R 17'- 6 " R 76'R 82'-6" INDICATES 20'-0" x 20'-0" CLEAR REQUIRED PARKING DIMENSIONS FOR TWO CARS -TYP. FACE OF THE PLANTING AREA ABOVE FOUR PARKING STALLS GARAGE ELEVATOR ELEVATOR MECHANICAL ROOM WINE CELLAR BASEMENT LOBBY CLO. BACKUP AREA STORAGE ROOM 12 FT WIDE GARAGE DOOR F.S.= 412'-10" F.S.= 412'-10" A A-4.0 A A-4.0 1/4" =1'-0" LOWER FLOOR PLAN D.Z. 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-2.2 DIEP PRELIM 5-21-19.pln12/2/20195:24 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS NINDICATES NEW PLUMBING FIXTURE INDICATES CROSS SECTION MARKER SEE A-4 SHEETS INDICATES NEW 2x4 WALLS # INDICATES NEW CABINETRY INDICATES CEILING TRANSITION INDICATES WALL W/ SOUND INSULATION FLOOR PLAN LEGEND INDICATES NEW 2x6 WALLS #-# INDICATES NEW WALL MOUNTED DOWNLIGHT ENERGY EFFICIENT LIGHTING RECESSED DOWNLIGHT ENERGY EFFICIENT LIGHTING INDICATES NEW RETAINING WALLS18'-11/2"23'-111/2"18'-11/2"17'-21/2"17'-51/2"52'-6" 87'-2" 3'-8" 18'-1"22'-71/2"46'-51/2"71'-101/2"5'-11"60'-21/2"5'-81/2"3'-0"3'-0"87'-2"5'-11"60'-21/2"5'-81/2"INDICATES 438.83' ELEVATION TOPO LINE ENCLOSED AREA DOES NOT EXTEND MORE THAN 4'-0" ABOVE EXISTING GRADE INDICATES 433.92' ELEVATION TOPO LINE ENCLOSED AREA DOES NOT EXTEND MORE THAN 4'-0" ABOVE EXISTING GRADE TW=444.42' DENOTES 5' X 5' LEVEL LANDING AREA, NO MORE THAN 1/2" OUT OF PLANE WITH THE IMMEDIATE INTERIOR FLOOR LEVEL AND PROVIDING A STRIKE CLEARANCE GREATER THAN 18" PER TOWN OF LOS GATOS RESOLUTION 1994-61 TW=425.00' INDICATES SETBACK LINE INDICATES SETBACK LINE TW=441.00' TW=440.00'TW=441.00' TW=438.83' TW=432.25'TW=433.33' TW=423.50'TW=428.67' BW=424.67' 5'-0" MAX. HT. RET WALL TW=429.50'TW=437.00' TW=437.00' TW=438.83' TW=444.42' TW=445.00' TW=445.00' FACE OF THE PLANTING AREA ABOVE FAMILY ROOM FZRREF. STUDY DOWN TO GARAGE LEVEL UP TO FAMILY ROOM BATH 6 LAUNDRY ROOM DINING AREA DOWN TO GRANDE ENTRY ENTRY FOYER DINING AREA LIGHT WELL #2 GUEST BEDROOM SUITE GUEST BATH 7 CLOSET LIVING ROOM LIBRARY DOWN TO GRANDE ENTRY UP TO BEDROOMS UP UP PORCH UP TO FAMILY ROOM ELEVATOR DOUBLE OVENS 48" RANGEDESK PANTRY PDR. RM. F.F.= 423'-0" F.F.= 429'-0" F.S.= 428.83' F.S.= 428.83' LIGHT WELL #1 MAX.TYP.WINED W F.S.= 422.83' LIGHT WELL #3 LIGHT WELL #4 F.S.= 422.83' FIREPLACEMAX.TYP.SKYLIGHT SKYLIGHT A A-4.0 A A-4.0 DZ 1/4" =1'-0" MAIN FLOOR PLAN 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-2.3 DIEP PRELIM 5-21-19.pln12/2/20195:24 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS 88'-51/2" 18'-1"22'-71/2"38'-101/2"8'-101/2"4'-71/2"1'-31/2"17'-5"25'-5"17'-5"1'-31/2"17'-21/2"18'-0"44'-41/2"8'-101/2"5'-11"20'-11/2"20'-0"20'-11/2"5'-81/2"71'-101/2"88'-51/2"67'-5"A A-4.0 A A-4.0 TW=448.82' TW=452.00' INDICATES 450.08' ELEVATION TOPO LINE ENCLOSED AREA DOES NOT EXTEND MORE THAN 4'-0" ABOVE EXISTING GRADE TW=446.50' TW=452.50'TW=450.67' TW=450.17' FG=446.67' FG=450.17' FG=449.79' FG=447.94' TW=450.79' TW=452.00' FG=450.17' SHOWER TUB BATH 2 BEDROOM 3 BATH 3 BEDROOM 2 BATH 4 BEDROOM 5BATH 5BEDROOM 4 MASTER BEDROOM SUITE HER CLOSET LIGHT WELL #5 PATIO OPEN TO ABOVE AND BELOW SITTING AREASEE THRUFIREPLACEOPEN TO ABOVE AND BELOW DOWN TO FAMILY ROOM UP TO MASTER BEDROOM UP UP DN DN UP ELEVATOR HIS CLOSET MASTER BATH TOILET F.F.= 439'-2" F.F.= 439'-2" F.F.= 444'-1" 2.71 % SLOPE F.F.= 435'-0"SKYLIGHT ABOVE LINEN LINEN SKYLIGHT ABOVE SKYLIGHT ABOVE SKYLIGHT ABOVE F.S.=446.67' F.S.= 450.17' BALCONY BALCONY BALCONY BALCONYSKYLIGHT SKYLIGHT NINDICATES NEW PLUMBING FIXTURE INDICATES CROSS SECTION MARKER SEE A-4 SHEETS INDICATES NEW 2x4 WALLS # INDICATES NEW CABINETRY INDICATES CEILING TRANSITION INDICATES WALL W/ SOUND INSULATION FLOOR PLAN LEGEND INDICATES NEW 2x6 WALLS #-# INDICATES NEW WALL MOUNTED DOWNLIGHT ENERGY EFFICIENT LIGHTING RECESSED DOWNLIGHT ENERGY EFFICIENT LIGHTING INDICATES NEW RETAINING WALLS D.Z. 1/4" =1'-0" UPPER FLOOR PLAN 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-3.0 DIEP PRELIM 5-21-19.pln12/2/20195:25 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS24'-10"MAIN FLOOR SUBFLOOR = 423.00' ( ± 0'-0") GARAGE FINISH SLAB = 412.83' (- 10'-2") T.P.= 454.08' (+ 31'-1") UPPER FLOOR SUBFLOOR = 439.17' ( ± 16'-2") T.P.= 448.17' (+ 25'-2") (E) NATURAL GRADE ELEVATION ABOVE CELLAR =424.75' MEASURED AT THE EDGE OF CORNICE -SEE WEST ELEVATION ON SHEET A-3.1 FINISHED GRADE ELEVATION=422.83' 1 2 4 3 4 4 4 4 4 4 4 4 5 5 6 7 8 9 HIGHIEST PROPOSED ELEVATION =456.08' TOP OF STAIR ELEVATION=422.58' FINISHED GRADE ELEVATION=422.33' UPPER FLOOR SUBFLOOR = 439.17' ( ± 16'-2") T.P.= 448.17' (+ 25'-2") H.P.=449.58' T.P.= 437.92' ( + 14'-11") MAIN FLOOR SUBFLOOR = 423.00' ( ± 0'-0") H.P. =439.00' H.P. =443.85'H.P. =455.67'H.P. =455.67' H.P. =455.67' H.P.=449.58' H.P. =439.00' H.P. =455.67' T.P.= 454.08' (+ 31'-1") 6 5 8 PLANTING AREA 3 3 3 3 3 3 3 3 4 4 4 PROPOSED MAXIMUM HEIGHT1 2 3 4 5 6 8 9 7 LEGEND - EXERIOR FINISHES ROOFING: CHIMNEY CAP: EXTERIOR WALL AND COLOR INTEGRAL PLASTER FINISH RETAINING WALL FINISH: HARD TROWELED SMOOTH FINISH COAT TO MATCH KELLY MOORE KM5716-3 'RODEO ROUNDUP'-LRV 30 PARAPET, EXTERIOR TRIM CAST STONE TRIM ELEMENTS, WINDOWS/DOORS 'MILLBROOK STONE' CUSTOM CAST STONE SURROUND & SILLS, COLUMNS: EXTERIOR DOORS CLAD WOOD WINDOWS - BRONZE COLOR & WINDOWS: CLAD WOOD DOORS - BRONZE COLOR CAST STONE DOOR SURROUND & SILLS EXTERIOR WROUGHT IRON WROUGHT IRON RAILING DOORS, GUARDRAIL, GATE: BRONZE PAINTED W.I. RAILING & GUARDRAILS GARAGE DOOR: 'CARRIAGE' STYLE DOOR STAINED WOOD WALKWAYS & PATIOS: LIMESTONE - ANTIQUE FINISH DRIVEWAY: PERVIOUS PAVERS- ECO-FRIENDLY 'SF-RIMA PERMEABLE PAVEMENT' -TUMBLED TAN CHARCOAL COLOR BY 'BASALITE' SW 6062 LRV 7RUGGED BROWN SW 6076 LRV 5RUGGED BROWN CHIMNEY CAP ARCHITECTURAL COPPER W/ SPARK ARRESTOR -AVERAGE LRV 6 GAF 'EVERGUARD ® TPO', CLASS "A" -MANSARD BROWN COLOR KMA65-5 GROUND BEAN LRV 10 SW 6109 HOPSACK LRV 24 SW 6068 LRV 10BREVITY BROWN SW 6038 LRV 8SABLE -AVERAGE LRV 9 SW 6990 CAVIAR LRV 5 SW 6990 CAVIAR LRV 5 DZ 1/4" = 1'-0" PROPOSED EXTERIOR ELEVATIONS NORTH ELEVATION, FRONT NORTH ELEVATION, FRONT 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-3.1 DIEP PRELIM 5-21-19.pln12/2/20195:25 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS 1 2 3 4 5 6 8 9 7 LEGEND - EXERIOR FINISHES ROOFING: CHIMNEY CAP: EXTERIOR WALL AND COLOR INTEGRAL PLASTER FINISH RETAINING WALL FINISH: HARD TROWELED SMOOTH FINISH COAT TO MATCH KELLY MOORE KM5716-3 'RODEO ROUNDUP'-LRV 30 PARAPET, EXTERIOR TRIM CAST STONE TRIM ELEMENTS, WINDOWS/DOORS 'MILLBROOK STONE' CUSTOM CAST STONE SURROUND & SILLS, COLUMNS: EXTERIOR DOORS CLAD WOOD WINDOWS - BRONZE COLOR & WINDOWS: CLAD WOOD DOORS - BRONZE COLOR CAST STONE DOOR SURROUND & SILLS EXTERIOR WROUGHT IRON WROUGHT IRON RAILING DOORS, GUARDRAIL, GATE: BRONZE PAINTED W.I. RAILING & GUARDRAILS GARAGE DOOR: 'CARRIAGE' STYLE DOOR STAINED WOOD WALKWAYS & PATIOS: LIMESTONE - ANTIQUE FINISH DRIVEWAY: PERVIOUS PAVERS- ECO-FRIENDLY 'SF-RIMA PERMEABLE PAVEMENT' -TUMBLED TAN CHARCOAL COLOR BY 'BASALITE' SW 6062 LRV 7RUGGED BROWN SW 6076 LRV 5RUGGED BROWN CHIMNEY CAP ARCHITECTURAL COPPER W/ SPARK ARRESTOR -AVERAGE LRV 6 GAF 'EVERGUARD ® TPO', CLASS "A" -MANSARD BROWN COLOR KMA65-5 GROUND BEAN LRV 10 SW 6109 HOPSACK LRV 24 SW 6068 LRV 10BREVITY BROWN SW 6038 LRV 8SABLE -AVERAGE LRV 9 SW 6990 CAVIAR LRV 5 SW 6990 CAVIAR LRV 5 24'-10"34'-9"TW=450.17' FG=448.58' TW=441.00' T.P.= 454.08' (+ 31'-1") UPPER FLOOR SUBFLOOR = 444.08' (+ 21'-1") MAIN FLOOR FINISH SLAB = 429.00' (+ 6'-0") INDICATES EXISTING GRADE TO REMAIN T.P.= 448.17' (+ 25'-2") H.P.=449.58' HIGHIEST PROPOSED ELEVATION =456.08' AT SKYLIGHT FINISHED GRADE ELEVATION=422.83'INDICATES EXISTING NATURAL GRADE ABOVE CELLAR ALONG THE FACE OF THE RESIDENCE WALL INDICATES PROPOSED FINISHED GRADE ALONG THE FACE OF THE RESIDENCE WALL 4 4 3 1 2 1 3 4 4 4 4 4 5 6 8 INDICATES 25' VERTICAL DISTANCE FROM THE EXISTING NATURAL GRADE 8 4 4 INDICATES MAXIMUM 4'-0" CUT AT THE FACE OF THE LIGHTWELL RETAINING WALL INDICATES EXISTING NATURAL GRADE AT THE FACE OF THE LIGHTWELL RETAINING WALL (E) NATURAL GRADE ELEVATION ABOVE CELLAR =423.17' (E) NATURAL GRADE ELEVATION ABOVE CELLAR =424.75' (MEASURED AT THE EDGE OF CORNICE) FG=445.67' FG=422.33'FG=422.33' UPPER FLOOR SUBFLOOR = 439.17' ( ± 16'-2") H.P. =455.67'H.P. =455.67' H.P.=449.58' T.P.= 443.83' (+ 19'-10") T.P.= 437.92' ( + 14'-11") H.P. =439.00' H.P. =442.92' TW=440.00' FG=439.67' TW=433.33' TW=432.25' TW=425.00' MAIN FLOOR SUBFLOOR = 423.00' ( ± 0'-0") LOWEST (E) GRADE=421.33' FG=428.83'FG=428.83' 5 5 5 3 3 3 3PROPOSED MAXIMUM HEIGHTPROPOSED OVERALL HEIGHT4'-0"9'-0"TW=451.67' CONCRETE "V" DITCH 4" MIN. BELOW TOP OF RET. WALL F.S. =444.08' HIGHIEST PROPOSED ELEVATION =456.08' T.P.= 454.08' (+ 31'-1") 1 3 4 4 5 8 FG=450.17' H.P. =455.67'H.P. =455.67' T.P.= 454.08' (+ 31'-1") TW=450.17' FG=449.79' FG=446.67' H.P. =455.67'TW=452.50'H.P. =455.67' TW=452.50' TW=452.00' INDICATES EXISTING NATURAL GRADE ALONG THE FACE OF THE RETAINING WALL INDICATES PROPOSED FINISHED GRADE ALONG THE FACE OF THE RETAINING WALL - MAX. 4'-0" CUT 3 3 INDICATES MAXIMUM 4'-0" CUT AT THE FACE OF THE RETAINING WALL -TYP. FG=446.67'FG=447.94'TW=450.79' TW=452.00'2.71 % SLOPE DZ 1/4" = 1'-0" PROPOSED EXTERIOR ELEVATIONS WEST ELEVATION, SIDE WEST ELEVATION, SIDE SOUTH ELEVATION, REAR SOUTH ELEVATION, REAR 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-3.2 DIEP PRELIM 5-21-19.pln12/2/20195:26 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS 4'-0"TW=452.00' TW=428.67' TW=429.50' TW=423.50' TW=444.42' TW=438.83' TW=437.00' INDICATES PROPOSED FINISHED GRADE AT RETAINING WALL TW=445.00' FG=444.00' UPPER FLOOR SUBFLOOR = 444.08' (+ 21'-1") MAIN FLOOR FINISH SLAB = 429.00' (+ 6'-0") INDICATES EXISTING GRADE TO REMAIN UPPER FLOOR SUBFLOOR = 439.17' ( ± 16'-2") T.P.= 448.17' (+ 25'-2") H.P. =449.58' MAIN FLOOR SUBFLOOR = 423.00' ( ± 0'-0") H.P. = 456.08' FINISHED GRADE ELEVATION=422.83' 2% MIN. SLOPE - TYP. INDICATES 25' VERTICAL DISTANCE FROM THE EXISTING NATURAL GRADE FINISHED GRADE ELEVATION=428.83 5 4 4 3 4 1 2 1 3 4 4 4 4 5 5 6 6 8 FG=450.00' FG=444.58' FINISHED GRADE ELEVATION=422.83' FINISHED GRADE ELEVATION=428.83 8 T.P.= 437.92' ( + 14'-11") H.P. =439.00' 4 H.P. =449.58' T.P.= 454.08' (+ 31'-1") H.P. =455.67' H.P. =455.67'H.P. =455.67'H.P. =455.67'H.P. =455.67'T.P.= 454.08' (+ 31'-1") 4 4 8 INDICATES PROPOSED FINISHED GRADE ALONG THE FACE OF THE RESIDENCE WALL INDICATES MAXIMUM 4'-0" CUT AT THE FACE OF THE LIGHTWELL RETAINING WALL INDICATES EXISTING NATURAL GRADE AT THE FACE OF THE LIGHTWELL RETAINING WALL INDICATES PROPOSED FINISHED GRADE ALONG THE FACE OF THE RESIDENCE WALL INDICATES EXISTING NATURAL GRADE ABOVE CELLAR ALONG THE FACE OF THE RESIDENCE WALL 3 3 3 1 2 3 4 5 6 8 9 7 LEGEND - EXERIOR FINISHES ROOFING: CHIMNEY CAP: EXTERIOR WALL AND COLOR INTEGRAL PLASTER FINISH RETAINING WALL FINISH: HARD TROWELED SMOOTH FINISH COAT TO MATCH KELLY MOORE KM5716-3 'RODEO ROUNDUP'-LRV 30 PARAPET, EXTERIOR TRIM CAST STONE TRIM ELEMENTS, WINDOWS/DOORS 'MILLBROOK STONE' CUSTOM CAST STONE SURROUND & SILLS, COLUMNS: EXTERIOR DOORS CLAD WOOD WINDOWS - BRONZE COLOR & WINDOWS: CLAD WOOD DOORS - BRONZE COLOR CAST STONE DOOR SURROUND & SILLS EXTERIOR WROUGHT IRON WROUGHT IRON RAILING DOORS, GUARDRAIL, GATE: BRONZE PAINTED W.I. RAILING & GUARDRAILS GARAGE DOOR: 'CARRIAGE' STYLE DOOR STAINED WOOD WALKWAYS & PATIOS: LIMESTONE - ANTIQUE FINISH DRIVEWAY: PERVIOUS PAVERS- ECO-FRIENDLY 'SF-RIMA PERMEABLE PAVEMENT' -TUMBLED TAN CHARCOAL COLOR BY 'BASALITE' SW 6062 LRV 7RUGGED BROWN SW 6076 LRV 5RUGGED BROWN CHIMNEY CAP ARCHITECTURAL COPPER W/ SPARK ARRESTOR -AVERAGE LRV 6 GAF 'EVERGUARD ® TPO', CLASS "A" -MANSARD BROWN COLOR KMA65-5 GROUND BEAN LRV 10 SW 6109 HOPSACK LRV 24 SW 6068 LRV 10BREVITY BROWN SW 6038 LRV 8SABLE -AVERAGE LRV 9 SW 6990 CAVIAR LRV 5 SW 6990 CAVIAR LRV 5 DZ 1/4" = 1'-0" PROPOSED EXTERIOR ELEVATIONS EAST ELEVATION, SIDE EAST ELEVATION, SIDE 15925 QUAIL HILL ROAD LOS GATOS, CA 95030 METRO GROUP DESIGN DATE : SCALE : PROJECT NO : DRAWN BY : A-4.0 DIEP PRELIM 5-21-19.pln12/2/20195:26 PMThe plans, ideas and design on this drawing are the property of the designer,divised solely for this contract. Plans shall not be used, in whole or in part, for any purpose for which they were not intended without the written permission of METRO DESIGN GROUP. c REVISIONS ARCHITECTURE PLANNING INTERIORS.. 1475 S. BASCOM AVE SUITE 208 CAMPBELL, CA 95008 (408)871-1071 phone (408)871-1072 fax www.metroarchitects.com SHEET NUMBER DIEP RESIDENCE CHECKED BY :TS ARCHITECT :TOM SLOAN PROJECT NAME 18652 10-24-19 TS4'-0"8'-11"13'-10"10'-0"34'-9"4'-0"FS =422.67' HIGHEST PROPOSED ELEVATION =456.08' T.P.= 454.08' (+ 31'-1") UPPER FLOOR SUBFLOOR = 444.08' (+ 21'-1") MAIN FLOOR FINISH SLAB = 429.00' (+ 6'-0") MAIN FLOOR SUBFLOOR = 423.00' ( ± 0'-0") GARAGE FINISH SLAB = 412.83' (- 10'-2") INDICATES EXISTING GRADE TO REMAIN INDICATES EXISTING GRADE 4" DIA PERFORATED PVC SUBDRAIN PIPE - TYP. CONCRETE RETAINING WALL - TYP. SUBBASE PER SOIL ENG'S RECOMMENDATION - TYP. INDICATES PROPOSED GRADE HIGH POINT ELEVATION =449.58' INDICATES 438.83' ELEVATION TOPO LINE WHERE THE ENCLOSED AREA DOES NOT EXTEND MORE THAN 4'-0" ABOVE EXISTING GRADE T.P.= 448.17' (+ 25'-2") INDICATES 25' VERTICAL DISTANCE FROM THE EXISTING GRADE HP =422.92' HIGH POINT ELEVATION =455.67' HIGH POINT ELEVATION =455.67' TS =422.58' LOWEST (E) GRADE=421.33' -SEE WEST ELEVATION ON SHEET A-3.1 FOR MORE INFORMATION GARAGE STAIR WELL MASTER BEDROOM SUITE SITTING AREA LIGHT WELL #5 FAMILY / DINING ROOM ENTRY FOYER PORCHPANTRYPDR. RM. ABOVE GRADE SQ. FT. SQ. FT. BELOW GRADE 2:1 MAX. SLOPE PROPOSED OVERALL HEIGHTMAX.INDICATES 438.83' ELEVATION TOPO LINE ENCLOSED AREA DOES NOT EXTEND MORE THAN 4'-0" ABOVE EXISTING GRADE INDICATES 433.92' ELEVATION TOPO LINE ENCLOSED AREA DOES NOT EXTEND MORE THAN 4'-0" ABOVE EXISTING GRADE 211 SF 2,215 SF 347 SF 1,870 SF FLOOR LEVEL GROSS FLOOR AREA - BGA* = FLOOR AREA PER DEF. MAIN FLOOR 4,643 - 2,428 = 2,215 * BGA = BELOW GRADE AREA- IS NOT INCLUDED IN FLOOR AREA 724 SF 1,964 SF 211 SF GARAGE AREA OUTSIDE OF THE MAIN FLOOR FOOTPRINT - EXEMPT FLOOR LEVEL GROSS FLOOR AREA - BGA* = FLOOR AREA PER DEF. LOWER FLOOR 724 - 724 = 0 GARAGE 2,175 - 2,175= 0 * BGA = BELOW GRADE AREA- IS NOT INCLUDED IN FLOOR AREA GARAGE INDICATES 450.08' ELEVATION TOPO LINE ENCLOSED AREA DOES NOT EXTEND MORE THAN 4'-0" ABOVE EXISTING GRADE 60 SF 2,880 SF FLOOR LEVEL GROSS FLOOR AREA - BGA* = FLOOR AREA PER DEF. UPPER FLOOR 2,940 - 60 = 2,880 * BGA = BELOW GRADE AREA- IS NOT INCLUDED IN FLOOR AREA SECTION A-A DZ 1/4" =1'-0" SECTION A-A AREA DIAGRAMS MAIN FLOOR AREA DIAGRAM UPPER FLOOR AREA DIAGRAMLOWER FLOOR / GARAGE AREA DIAGRAM SCALE: 1":10'-0"SCALE: 1":10'-0"SCALE: 1":10'-0"