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Wunderlich Approved Set.pdfABBREVIATIONS USED IN THE DRAWINGS -- APPROXIMATELY & AND @ AT 0 DIAMETER ABV. ABOVE A.F.F. ABOVE FINISHED FLOOR ALT'D ALTERED A.P.N. ASSESSOR'S PARCEL NUMBER ARCH'L ARCHITECTURAL BD. BOARD BLKG. BLOCKING BOT./B.O. BOTTOM/BOTTOM OF B.P. BUILDING PAPER BTWN. BETWEEN CBC CALIFORNIA BUILDING CODE CD CLOTHES DRYER C.L./� CENTERLINE CLG. CEILING CLOS. CLOSET CMU CONCRETE MASONRY UNIT CNTRL. CONTROL(S) CONSTR. CONSTRUCTION DR. DOOR DS DOWNSPOUT DW DISHWASHER DWG. DRAWING (E) EXISTING ELEV. ELEVATION ETC. AND OTHERS EXT. EXTERIOR F.F. FINISH FLOOR FLASH. FLASHING FLEX. FLEXIBLE FLR. FLOOR F.O. FACE OF FT. FOOT, FEET GALV. GALVANIZED G.C. GENERAL CONTRACTOR GSF GROSS SQUARE FEET GYP. GYPSUM H.R.V. HEAT RECOVERY VENTILATOR I.C.F. INSULATED CONCRETE FORM INFO. INFORMATION INSUL. INSULATION INT. INTERIOR LOC'N. LOCATION M.E.P. MECHANICAL, ELECTRCIAL, AND PLUMBING MAX. MAXIMUM MECH. MECHANICAL MFR. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS SUMMARY OF WORK BUILDING AND SITE INFORMATION THE WORK CONSISTS OF A NEW RESIDENCE, AN ATTACHED 2 A.P.N. 375-17-055 CAR GARAGE,AND A NON -CONDITIONED SCREENED TRELLIS ZONING C Q m mlul0 It) PATIO. SPECIAL USE DISTRICT NONE CONTRACTOR: THE ABOVE PARAGRAPH IS ONLYA SUMMARY OCCUPANCYGROUP(S) PIlwnin 11 OF THE WORK. CAREFULLY EXAMINE THE ENTIRE SET OF CONSTRUCTION TYPE(S) .12V -B DRAWINGSAND SPECIFICATIONS TO DETERMINE THE ACTUAL Q-pqE_R__T_1=l WORKTO BE PERFORMED. LOT DIMENSIONS IRREGULAR, SEE SITE PLAN AREA OF LOT �^ 9 ALLOWABLE FLOOR AREA RATIOPLANNING SET REV Case - �- ALLOWABLE LOT COVERAGE RATIO 50% Al ALLOWABLE FLOORAREA 2,429.24 GSF ALLOWABLE LOT COVERAGE 2,693.61 GSF 12/05/2017 Approval Body: Dill PROPOSED GROSS MAIN FLOOR AREA 834.04 GSF PROPOSED GROSS UPPER FLOOR AF _ 4."9 GSF PROPOSED GARAGE AREA pro va I t��01 TOTAL PROPOSED GROSS FLOOR AP .4 2,237,a5,SF PROPOSED FLOOR AREA RATIO i gna t u rer.c S PROPOSED GROSS GROUND FLOOR AREA 834.04 GSF PROPOSED GARAGE AREA 539.62 GSF PROPOSEDAREA UNDER EAVES 272.83 GSF PROPOSED SCREENED TRELLIS (UNCONDITIONED) 455.74 GSF TOTAL PROPOSED LOT COVERAGE 2,102.23 GSF PROPOSED LOT COVERAGE RATIO 38.9% COURTIER LU RESIDENCE 2nd FLOOR TO 1st FLOOR AREA RATIO 63% REQUIRED FRONT YARD SETBACK 1st STORY 20'; 2nd STORY 25' REQUIRED REARYARD SETBACK 1st STORY 20'; 2nd STORY 25' REQUIRED SIDE YARD SETBACK 1st STORY INTERIOR 5' 10490 WUNDERLICH DRIVE1st STORY STREET SIDE 12' 2nd STORY INTERIOR 10' 2nd STORY STREET SIDE 12' HEIGHT LIMIT 28' CUPERTINO CA 95014 REQUIRED OPEN SPACE ON LOT NONE ' REQUIRED GARAGE PARKING SPACES 2 GARAGE PARKING SPACES PROVIDED 2 A. P.N. 375-17-055 REQUIRED OTHER COVERED PARKING SPACES 0 OTHER COVERED PARKING SPACES PROVIDED 0 REQUIRED UNCOVERED PARKING SPACES 2 UNCOVERED PARKING SPACES PROVIDED 2 EXISTING NUMBER OF MAIN BUILDINGS ON LOT 1 EXISTING NUMBER OF ACCESSORY BLDGS. ON LOT 1 TOTAL NUMBER OF (E) BUILDINGS ON LOT 2 PROPOSED NUMBER OF MAIN BUILDINGS ON LOT 1 PROPOSED NUMBER OF ACCESSORY BLDGS. ON LOT 0 PROPOSED TOTAL NUMBER OF BUILDINGS ON LOT 1 ARCHITECT BASED SITE PLAN ON A SURVEY BY L. WADE HAMMOND, LICENSED LAND SURVEYOR No.6163 (36660 NEWARK BLVD. SUITE C, NEWARK, CALIFORNIA 94560) MTL. METAL NEC'Y NECESSARY N.I.C. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE O/ OVER O.C. ON CENTER O.D. OUTSIDE DIAMETER O.H. OPPOSITE HAND, OVERHANG O.P.C.I. OWNER PROVIDED, CONTRACTOR INSTALLED OPP. OPPOSITE PL. PROPERTY LINE PLT. PLATE PLY. PLYWOOD P.T. PRESSURE -TREATED PV PLUMBING VENT (R) REPLACEMENT R.C.P. REFLECTED CEILING PLAN RD ROOF DRAIN REF. REFRIGERATOR REQ'D REQUIRED RG RANGE R.O. ROUGH OPENING S.A. F. F. SELF -ADHERING FLEXIBLE FLASHING SEC. SECTION SEP. SEPARATE SF SQUARE FOOT / SQUARE FEET SHT. SHEET SIM. SIMILAR SQ. SQUARE SLD. SEE LANDSCAPEARCH'L DRAWINGS S.S. STAINLESS STEEL SSD. SEE STRUCTURAL DRAWINGS STL. STEEL T TEMPERED T.B.D. TO BE DETERMINED THK. THICK T.O. TOP OF T.P. TOP PLATE T&G TONGUE AND GROOVE TYP. TYPICAL U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL V.I.F. VERIFY IN FIELD WH DOMESTIC HOT WATER HEATER W CLOTHES WASHER W/ WITH WDW. WINDOW W/O WITHOUT W.O. WHERE OCCURS W.P. WATERPROOF/WATERPROOFING WT. WEIGHT SYMBOLS USED IN THE DRAWINGS X DETAIL NUMBER WOOD BLOCKING ---� AX. ! SHEET NUMBER CONTINUOUS WOOD SECTION NUMBER FINISH WOOD AX. .SHEET NUMBER -- PLYWOOD X ELEVATION NUMBER GYPSUM BOARD AX. SHEET NUMBER p CONCRETE X` INT. ELEV. WALL NO. BLOCK MASONRY INT. ELEV. NUMBER X AX X SAND SHEET NUMBER X X DOOR MARK X WINDOW MARK Xa WINDOW ABOVE ELEVATION ABOVE REFERENCE LEVEL X XXXI WALLTYPE GRAVEL BATT INSULATION RIGID INSULATION TILE STUCCO GRIDLINE - CENTERLINE OFSTRUCTURAL MEMBER GRIDLINE- FACE OF STUD GM/EM/EP GAS METER/ELECTRIC METER/ELECTRIC PANEL ALIGN GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS. 2. ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE CONTRACTOR BEFORE STARTINGTHE WORK. 3. IF THESE DRAWINGSARE NOT 24" X 36" THEY HAVE BEEN REDUCED OR ENLARGED. 4. (1X) INDICATES NOMINAL SIZE. (1") INDICATESACTUAL SIZE. 5. REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION. 6. ALL DEMOLITION AND CONSTRUCTION SHALL COMPLYWITH THE FOLLOWING CODES, WITH LOCAL AMENDMENTS, FOR OCCUPANCY GROUP(S) AND CONSTRUCTION TYPE(S) INDICATED IN "BUILDING AND SITE INFORMATION"ON THIS SHEET: 2016 CALIFORNIA BUILDING CODE, 2016 CALIFORNIA RESIDENTIAL CODE, 2016 CALIFORNIA PLUMBING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA ELECTRICAL CODE, 2016 CALIFORNIA FIRE CODE, 2016 CALIFORNIA GREEN BUILDING CODE ("CALGREEN")AND 2016 CALIFORNIA ENERGY CODE. 7. ALL OMISSIONS OR CONFLICTS BETWEEN DRAWINGS, SPECIFICATIONS, AND GOVERNING CODES SHALL BE BROUGHT TO THE ARCH ITECT'SATTENTION BEFORE STARTING THE WORK INVOLVED. 8. TITLE 24 ENERGY REQUIREMENTS DESCRIBED IN THE REPORT ARE INCLUDED IN THE CONTRACT DOCUMENTS, AND REPRESENT MINIMUM REQUIREMENTS. 9. SEE ARCHITECTURAL DRAWINGS FOR INFO ON ITEMS REQUIRING STRUCTURAL/ FRAMING MEMBERS TO BE PLACEDA CERTAIN WAY PRIOR TO PERFORMINGANY STRUCTURAL WORK DRAWING INDEX TITLE SHEETS T0.0 COVER SHEET TO. 1 TREE PROTECTION T0:2 BEST MANAGEMET PRACTICES CIVIL SURVEY LANDSCAPE L1 HARDSCAPE PLAN L2 PLANTING PLAN ARCHITECTURAL A0.0 EXISTING/ DEMO & ALT ED SI P 0. I GE S ACK IA AM, & CO A 2 ,P B 1 ,O, ISO , $� RETq,IL�, $, �IT,E,D,ET,AI VICINITY MAP (NTS MAIN & UPPER EEVEE REFEEeTEBeElEIN6 PEANS A1.2 ROOF PLAN& FLOOR AREA DIAGRAMS 1 EXTERIOR ELEVATIONS 1 BUILDING SECTIONS BUILDING SECTIONS A4.9 BETAILS 1 D••- D•NOTES, -.: - - 19- ` . - o- EEEV7Afflepis &BETAIES • - - —Va-1 —KIM -1-W.vw-0a= W—v STRUCTURAL - SEE GENERAL NOTE .. Tilson Ave Barnhart Ave Pendergast Ave Tuggle Ave PROJECT SITE i� Crabtree Av^ D N r. �sa+7 Ave 10490 Wunderkh Drive �p Starrett d m G 66 Cynthia Ave NOT FOR CONSTRUCTION D Wy; a Francisco, CA,.,9,41 1 -.. 12 •.: • f _ H ecto r 1Staff 24/18 krrano Case Mal!Zager OWNER Mr. Rodolphe Coutier & Ms.Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Musynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 VJ �W W L.L > 0 J 20 0�QLO W W U o O� F_ Z Z D o W Z U a- 0 T_ Accepted For Owner By: Drawing Record/ Revisions # DATE I DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 N COVER SHEET TOmO Sheet No. 1 of 34 ©2017 by Klopf Architecture, a CA Corp. Iment Ire] In the Santa Clara Valley, storm drains flow directly to our local creeks, and on to San Francisco Bay, with no treatment. Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or baylands. Proper management of construction sites reduces pollution significantly. This sheet summarizes the "Best Management Practices" (BMPs) for storm water pollution prevention. ORDINANCE OF THE CITY OF CUPERTINO FOR STORM WATER POLLUTION PREVENTION & WATERCOURSE PROTECTION: Chapter 9.18 General Landscaping, Construction Goad Ho use keep rx-} Practices JDesigrateone area ofthesitefor auto parking- Gardening, Storm Drain Pollution vehicle refuekrig. and routine equipment from Landscaping and and Site maintenance. The designated area should betwllSwimming away from streams or storm drain i rtlets- bermed if Pool Maintenance necessary Make major repairsafiSte n I Man y I an d scapi ng activities expose soils and Supervision J To prevent off-site tracking of dirt, provide increase th a likelihood that earth and garden entrances with stablimd aggrega:e surfaces. Or provide a bre mash area. Maintenance chem cats will run off into the storm drains during im9aton or when it rains. Storm drain Pollution from J Keep materials out of the rain -present runoff Swimming pool water cc) ntairIng chlorine and Construction Activities contarrnation at the source. Corer exposed piles copper -based algaecides should never be cfsoil or construction materials with plastic Lands capinglGarden Maintenance discharged to storm drams. Thasechem lcals are Con strumon sites are common sources of stom7 sheeting or temporary roofs. Befom it rains, sweep toxic b aquabr, life. 9.18.040 Discharge into the storm drain prohibited It is unlawful to cause, allow, or permit to be discharged, any discharge not composed entirely of stormvvater to the storm drain system or to surface waters or to any location where it would contact or eventually be transported to surface waters, including flood plain areas, unless specifically called out in the Municipal Regional Permit as an exempt or conditionally exempt discharge. 9.18.070 Accidental Discharge All persons shall notify the Director of Public Works immediately upon accidentally discharging pollutants of concern to enable countermeasures to be taken by the City to minimize damage to storm drains and the receiving waters. Int dal notif ication shall be foil awed, Wtfhi n five {5} business days of the date of occurrence, by a detailed written statement descr1bi ng the causes of the acddentlaI discharge and the measures being taken to prevent future ocoarrences. Such nod ficab on W11 not relieve persons of iabi Iity for violab ons of this chapter or for any fines imposed on the City on account thereof under Section 13350 of the Ca li fomi a Water Code, or for vi dation of Section 5550 of the Califomia Fish and Wildlife Code, or any other applicable provisions of State or Federal laws. 9.18.220 Violation* Any person who violates any provision of this Chapter shall be guilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of the City of Cupertino Municipal Code. Chapter 1.12: General Penalty, Section 1.12.010, paragraph D, states`: Unless otherwise specified by this rode, an infraction is punishable by. 1. A fi ne not to exceed $100 for a first vi d ati on 2. A fine not to exceed $200 for a second violation 3. Afine not to exceed $500 for a third violation of the same chapter within one year. 9.18.240 Civil penalty for illicit discharges' Any pers an who discharges pollutants, in violation of the s Chapter, by the use of i 111c It connections shall be civ', Ily Mable to the City i n a sum not to exceed twenty-five thousand dollars per day per viollation for each day in which such violation occurs. *Excerpts - For complete CODE language refer to the City &Cupertino Municipal Code. C upertino Building Dept: 408-777-3228 Public Works Dept: 408-777-3354 Santa Clara County Recycling Hotline: 800-533-8414 www.reclticewaste.org g www.recyc lestuff.com Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer ❑istr 408-253-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State office of Emergency Services 1-800-852-7550 (24 hrsj Report spills to 91 1 DVE BORDEN, R=45512 DATE :TOR OF PUBLIC WORKS water pollution. Materia I. and wastes that blow or wash into a st orm drain - gut ter, or st ree t have a direc: rnpact on local creeks and the Bay As a contractor, or site supervisor, owner or operator of a site. you maybe responsible for any environmertal damage caused by your subcontractors or emplcyees. General Principles ❑ Keep an orderly site and ensure good housekeeping practices are used. ❑ Maintain equipment properly. ❑ Cover rratenals when they are not in use. ❑ Keep niatenals away tom streets. storm drains a nd d rai na ge chan ne s ❑ Ensure dust control water doesn't leave si to ordischarge to storm drains Advance Planrwng To Prevent Pdlution J Schedule excavation and grading activities for dry weather periods. Tc reduce soi erosion. plant tem poraryvegetation or prate othererosion a)ntrot s before rain begins- Use t he Erfzsi on and S edge ertt Cc atria' Man ual. available from -he Regional Water Quality Colntrd Boa rd- as a reference. J Control the amount of runoff crossing your site (e special hi during excavation') by using b erms or temp orar y or permanen t drat nage dtches to divert water flow around the site Reduce stormNate r runoff veloabes by constructing temporary check dams or berms where appropriate ❑ Trai n your employees and subcontractors. The city can provide brochures about these issues for you to distribute to ,,%orkers at your construction site. inform you r subcontra ctors about the stomwater requirenTnts and tt'elr own responsibilities. Use BiueparN fcxa Clean Bay, a cams trmfion best management cacti ce s guide available at our Building Dept. counter and remove materials from surfaces that drain to storm drains. creeks, orchanneis- Cortain all litter, food wrappers, bottles and cans -Place i i dded tr ash and recy cl ing a ns around the site. `.1 Clean up leaks, drips arid other spills m rnedr atel y so t hey do not contam (nate sod or grow nd vat er or le ace rest due on paved surfaces. Use dry cleanup methods whenever possible- If you must use water. usejust enough to keep the dust down- ) Cover and mairttain durrpsters Place dumpsite is under roofs or cover with tarps or plastic sheet) ng secured aroLnd the outside of the durlpster. Never clean out a dumpster by hosing it down on the ccrlstruct ion site. J Place portable toilets away from dorm drains. t\afake sure portable toilets are in good working crde r C heck f requen tly tot leaks. Ma tori alslWa sw Handling J Practice Source Reduction--mninilze waste when yo u orde r ria .eui al s. Esti mase carefully. ❑ Recycle excess materials. whenever poss hie. such as concrete. asphalt. scrap metal solverils. degreasers- cleared vegetation, paper rock. and ve hicle mai ntena noe materials such as used oil. antifreeze- batienes- and tires _,:;t_ e of for info ..i Dispose of all washes properly. Matenalst hat cannot be recycled rrtW be taken to an appropriate Iandiiilior desposad of as hazardous waste. Never bury waste matenalsor leave them n the street orneara creekorstrearn bed. Permits J In addttlom to oral grading and building pernits. yo u ori i need to obtain coverage under the State's General Construction Activity Storm%,mter Permt if y'o ur construdicn site's disturbed area totals 5 acres or more. Information on the GeneraIReant can be obtained from the Regional Water Duality Cont rd Board. (T his cri terra will dia nge to one acre as of Mar. 2003-) Protect stockpiles anc landscaping materials from wind and rain by storing 'tem under tarps Of secured plastic sheeting. J Schedule grading and excavation project; during dry weather ❑ Use lemporarycheck dams or ditches to dive rt runoff away from storm drains. .! Protect storm drains with sandbags, gravel - filled bags, straw wattles, or ether sediment conli-ois Re -vegetation is an ex--eIten I form of erosion control for any site. LJ Store pesticides. Fertilizers - and other chemicals indoors or in a shed or storage cabs net LJ Use pesticides sparingly. according to instructio,is on the labe Rin sear'ipty containers, and use rinsewater as product - Dispose of rinsed. err py containers in the trash Dispose of unused pesticides as haza•dous waste J In Cupertino. residents with curbsid e recycling can collect lawn. garden and tree trimmings i I,. yardwaste toters. Yardwaste will be collected and composted by the city s contractors Residents are encouraged to compost yard wasle on-site themselves- Or take yardwaste to a landfill where it will be cam Po sted ❑ Landscape contractors should take clippings and pruning waste to a landfill that composts yard waste i B F I s Newby Island and ZarikerRd- landfill are the nearest). J Do not blow or rake leaves into the street. Pool/Fountain/Spa Maintenance Draining p0015 or spas Wher its time to drain a pool -spa, or-ountain please be stare to tail the Cupenmo Sanitary Dislr ict ,before you start to r fur he r g uica Tice on flow rate restrictions. backflow prevention, and ha ndI ng specia cleaning waste {such as acid wash; Discharce flows shoulc be kept to the low levels typically possible through a garden has e. Higher flow rates may be prohibited by local ordinance - J Never discharge pool or spa water to a street or storm drain: discharge to a sanitary sewercleanout. J if possible- when emptying a pool or spa- let chlorine dissipate for a few days and then recycleireuse waterby draining it gradually onto a landscaped area J Oo not use copper -based algaecides - Controlalgze wth chlorine or other afternatives, such as sodiurr bromide. Filter Cleaning r.t Never clean a filter in the street or near a storm drain. Rinse cartricge and diatomacews earth filters onto a din area, and spade filter residue into soil Dispose of spent diatoniaceous earth in the garbage ❑ if there is no suitable dirt area. call Cupertino sa nitar/ for I nstruct ion s on dIschargingfilter backwash or rinsewater to tt'e sanitary sewer. Earth -Moving Activities Storm Drain Pollution from Earth -Moving Activities Soil excavation and grading operations loosen large amounts of soil that can flow or blow into storm trains when handled improperly. Sediments in runoff can dog storm drains- smother aquatic life. and cestroy habitats in creeks and the Bay. Effective erosion control practices reduce the amount of runoff crossing a site and slow the flow with check d ams or roughened ground surfaces. Practices During Construction J Remove existing vegetation Only when absolutely necessary Plant temporary vegetation for erosion control on slopes or where construction is not immediately planned - Protect downslope drainage courses, streams, and storm drains with wattles. or temporary drainage swales Use check dams or ditches to divert runoff around excavations - Refer to the Regional Water Quality Control Boards Erosion and Sediment Control Field Mann at fo r pro per er os ion a nd sedim ent co ntr of measures J Cover stockpiles and excavated soil with secured tarp s or pl astic sheeting - The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Painting and Application of Solvents and Adhesives Storm Drain Pollution from Paints, Solvents, and Adhesives All paints, solvents, and adhesives contain chemicals that are harmful to wildlife in local creeks, San Francisco Bay. and the Pacific Ocean. Toxic chemicals may come from liquid or solid products orfro m cleaning res dues or rags. Paint material and wastes adhesives and cleaning fluids should be recycled when possible, or disposed of properly to prevent these materials from flowing into storm drains and watercourses - Handling Paint Products ❑ Keep all liquid paint products aril wastes away from the gutter, street, and storm drai ns - Painting Cleanup J Never clean brushes or rinse paint containers into street, gutter, storm drain, French drain, or creek. ❑ Fo r wate r -ba sed paints. paint out brushes to the extent possible. and mise into an inside sink drain that goes to the sanitary sewer Ll For oil-based paints. paint out brushes to the extent possible and clean with thinner or solvent. Filter and reuse thinners and solvents where possible- Dispose of excess liquids and residue as hazardous waste. LJ When thoroughly dry. empty paint cans- used brushes. rags- and drop cloths may be disposed of as garbage Paint Removal J Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. J Chemical paint stripping residue, and chips and dust from ma rine paints, or paints containing lead, mercury or tri butyl tin must be disposed of as hazardous wastes. Lead based paint removal requires a state -certified contractor J ontractor- J When stripping or cleaning building exteriors with high-pressure water, block storm drains. Direct washwater orto a dirt area and spade into sal. Or. check with Cupertino Sanitary District to find out if you can mop or vacuum the wastewater and dispose of it in a sanitary sewer drain- Sampling of the washwater may be req wired- ❑ Washwater from painted buildings constructed before 1978 can conta in high amounts of tread, even if paint chips are not present. Before you begin stripping paint or cleaning pre -1978 building exteriors with water under high pressure, test paint for lead by taking paint scrapings to a local laboratory. (See Yellow Pages for astate-certified laboratory-) J If there is loose paint on the building. or if the paint tests positive for lead. block storm drains Check with Cupertino Sanitary District to determine whether you may discharge water to the san ita ry sewer. or d you must send it offsite for disposal as hazardous waste Paint Disposal, Return or D onation J Dispose of unwanted liquid paint thinners. solvents. glues. and deaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm- 299-7300). J Or Return to suppl ler, (U nopened can s of paint may be able to be returned. Check with the vendor regarding its "buy-back" policy.) J Donate excess paint (call 299-7300 to donate.) 16"\Roadwork � and Paving General Business Practices iJ Develop and implement erosionlsediment control plans for roadway embankments - L) Scheduleexcavation and grading work during dry weather. ❑ Check for and repair leaking equipment ❑ Perform major equipment repairs at designated areas in yo us maintenance yard. wile re cleanu p is ea sier- A void perfo rm ing equipment repairs at construction sites. �l When refueling or when vehicle/equipm ent maintenance must be done on site, designate a Iota do n away fro m storm drain s an d creeks. J Do not use diesel oii to lubricate equipment parts or clean equipment ❑ Rec ycle used oil. concrete. broke n a sphalt. etc. whenever possible. or dispose of properiy- (www.recyclestuff -com for list of recycling cam pa nies. ) AsphaltlConcrete Removal ❑ Avoid creating excess dust when breaking asphalt or con cr ete . J After breaking up old pavement- be sure to remove all chunks and pieces. Make sure b ok en pavem ent d oes not com e i n con tact with rainfall or runoff �1 when making saw cuts- use as little water as possib le- Shovel or vacuum saw -cut slurry and re m ove fro m the site- C over or p rotect sto rm drain inlets during saw -cutting- Sweep up. and properly dispose of- all residues J Sweep. never hose down streets to clean Lip tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork R cad pa vin g, su rfac ing, and paver ent re m ova I happen right in the street. where there are numerous opportunities for asphalt, saw -cut slurry. or excavate d m aterial to ille gaily en ter storm drain s - Extra planning is required to store and dispose of materials properly and guard against pollution of storm dra ins creeks, and the Bay. During Construction ❑ Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh materials from contacting stormwater runoff. L] Cover and seal catch basins and manholes when applying seal coat- slurry seal- -og seal, or sim filar materials. ❑ Protect drainage ways by using ear -h dikes - sand bags. or other controls to divert or trap and filter runo ff- ❑ Never wash excess material from exp osed- a 9greg ate co Tic re to or s im ilar trea tin e nts Into a street or storm drain Collect and recycle. or d ispose to d in a tea. ❑ Cover stockpiles (asphalt. sand. etc-) and oth er cc nstructio n m aterials with plastic tarp s. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berms ❑ Park paving machines over drip pans or a bsorbe nt m a to rial (cloth. rags. etc. ) to catch drips when not in use. ❑ Clean up all spills and leaks using "dry' methods (with absorbent materials and/or rags), or dig up. remove. and properly dispose of contaminated soil- ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. 777 ❑ Avoid over -application by water trucks for dust control. Dewatering Operations Storm Drain Pollution From Dewatering Activities Be sure to call your city's storm water inspector at 408-472-9907 before discharging water to a street gutter, or storm drain. Filtration or diversion through a basin, tank. and sed ane nt trap may be required. Reuse water for dust control, irrigation or another on-site purpose to the greatest extent possible - Ch eck fo r Sed im ent or Toxic PolIutan is ❑ Check for odors- discoloration, or an oily sheen on groundwater. ❑ Ask your city inspector whether the groundwater must be tested by a certified laboratory. ❑ Depending on the test results, you maybe allowed to discharge pumped groundwater to the storm drain OR you may be required to discharge to the sanitary sewer or cailect and haul the water off-site for treatment and disposal at an approp riate treatment facility- ❑ When discharging to a storm drain. protect the inlet using a barrier of burlap bags filled with drain rock, or cover inlet with filter fabric anchored under the grate. ❑ Contact Cupertino Sanitary District at 253-7071 prior to discharging to the sanitary sewer. Removal of BMP Facilities The Project Contractor is responsible for removal of all BMP Facilities located within the Public Right of Way upon project final inspection. Fresh Concrete and Mortar Application Storm Drain Pollution from Fresh Concrete and Mortar Applications Fresh concrete and cement -related mortars thatwas h into lakes, streams, or estuaries are toxic to fish and the aqu atic environment. Disposing of these materials to the storm drains or creeks can block storm drains, causes serious problems, and is prohibited by la w. General Business Practices J Wash out con crete m 1 xe rs only in designated washout areas in your yard, away from storm drains and waterways. where the water will flow into a tem porary waste pit in a dirt area Let water percolate through soil anddispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by p umpin g back into mixers for reuse. J Wash out chutes onto dirt areas that do not flow to streets or drains - Ll Always store both dry and wet materials under cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materials from wind ❑ Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets. gutters. storm drains, rainfall, and runoff. J Do not use diesel fuel as a lubricanton concrete forms. tools, or trailers During Construction _J Don't mix up more fresh concrete or cement than you will use in a two-hour period. J Set up and operate small mixers on tarps or heavy plastic d rop cloths. J When cleaning up after driveway or sidewalk construction. wash fines onto dirt areas. not down the driveway orinto the street or storm dra in J Protect ap plication s of fr esh co ncrete and mortar from ra infa II and runoff until the m ateria I ha s dr ied J Wash down exposed aggregate concrete only when the washwater can (1 ) flow onto a dirt area. (2) drain onto a bermed surface from which it can be pumped and disposed of properly, or (3) be vacuumed from a catchment created by bio ck in g a storm drain inlet If necessary, divert runoff with temporary berms Make stIre runoff does not reach gutters or storm drains. J When breaking Ftp pavement, be sure to pick up all the pieces and dispose of properly. Recycle la fge chun ks of broken con crete . See www-reducewaste.orti for info on recyclers- ZI Never bury waste material Dispose of small amounts of excess dry concrete- grout. and mortar in the trash. .J Never dispose of washout into the street. storm drains, drainage ditches, or streams rW IBM L _j Heavy EC9 f--riPuffiy n4elopment P Pla�ilntii� Bivision - Cu - torm water PolluA�nP��11ED VPEi��t�Heavy EquiPmCy l C o n s t r u c t i o n 5 iter �Zf81� f� in in�i_v Oc1e�2n heavy e q u l pili e 5 f I h a f loo k 11 r nil a n f rP P 7P n r other flu ids on th e co nstru%iq�ll' r{1 3 iULtfilf]el"(S) common sources c. storm d#; In pol utio n. Prevent spills and leaks by isolating equipment from runoff channels, and b P ilo'te�D V� D'D dr; s h, �rpcup`a ff pproirta Dated 5 possible 1 X214/18 Site Planning and Preventive Vehicle 'i esig e9 rO� Erjgk Serrano p r Sl ri !` In SI}p -Pii away from strearn s or storrn dra in,+n-lets �Igr a oto and aquipm ent parkrng. refueling (f98eo1i61:t3-6a'ger ve hic le and equipm ent m ainlen ante C o niain iti a area w ith ber m s. sand bag s. or other barriers Maintain all vehicles and heavy equipment In sp ect freq u enrly for a nd rep air leaks J Perform major maintenance, repair jobs ano via hide an d equ+pm en; w ast•ing off - site, vyv ie re clean up ;s a asier J If you mus. crain and replace motororl- radiator coolant or ether fluids on site use drip pans or drop cloths to catch drips and spills Collect ail snenl flu ds s lore in separate co-llarn ers and properly dispose as hazardous waste (recycle w hen ever possible) Do not use d ie s e l o i l to lubricate e q tl ip m e n t parts or clean ecu fpm en i Use only water for any onsite clean ing J C o ver exp o sed fifth w h eel hitch e s and othe r of=y or greasy eq>ripm a nt du •sing ra rn everts Spill Cleanup J Clean up spills immediately J Never hose d ow n der^.y' pavement or inn perm eable SLir fates where Ilu ids nave spilfec Use dry cleanup methods ',absorbent m atef,a is cat litter a ricior rags) whenever possible and properly dispose ❑Iabsorbeni m ate r -a Is J Sweep up spilled dry materials immediately - N ever attempt to 'wash them away" with wa fe r- oe bury them J U se as little w ate r as possible for du sl control. Ensure ora to r used doesn [leave srlt or discharge to slorm drains J Clean up spills on dirt areas by digging tip and prope-ly disposing ofcontariinated soil J Call971 for significant spills J if the spill poses a significant hazard to human health and safety property or the environment you m ust also report it to the State Office of Emergency Services. Small Business Hazardous Waste Disposal Prgm Businesses that generate less than 27 gallons or 220 pounds of hazardous waste per month are eligible to use this program. Call 408-299-7390 for a quote. CONSTRUCTION BEST MANAGEMENT PRACTICES cI �� COUPIRT��1�Tj'Q DEPARTMENT OF PUBLIC WORKS F/ IN L - CITY of CUPEkTINO Santa cl;tr;t vallev Urban Riinof?' pollutirtm Prvvention program UPDATED SEPTEMBER 2016 SHEET: OF SHF.F.TS rtr.r•_: epa�ment erti o 71tx� PP I OE I 'b ho. Rolled Conc. Curb Gutter (,)c� Rolled Conc. Curb Gutter v <r alt 06 0000 I / / I ► I /i/ FD 3/4" IP WOOD/ TACK IN CASTING W U N D ER l C H DR. 81 o n LO TILSON AVE. 5.00' O / / E1=50.00 FD 3/4" IP WOOD TACK IN N I I O (60 WIDE) casnNc o S2 20'0 711W O7'1/l/ TC INLET BENCHMARK (ASSUMED) O Z m II— O � --� / I RIM=NMH�, I I I z 50 00 NO°23'00"W -------------------- --- - �� I- ► - T ,- --- --- -------------------135.15'-------12" SS SLOPE= -0.8% --------------- ------------ ------- ---- ------------------------- �EI=44.2 I ------- I 12" FL I / / SSFL EL=43.1 (cal,) I / / RIM -50.74 I / — — SDMH� -----------------------------I_I E1=44. I 36" FL I I I I I I I I I I I I I I I I I I I 1.50.4 I I I I >\ I 49.7 TC as • 49.2 49 *TC 6 a r_�rrrr�rir_��r��►�� I I I I x 50.2 JOHNSON AVE BW I l I z� �I FL FLOW LINE � zl Q SANITARY SEWER MANHOLE P.U.E PUBLIC UTILITY EASEMENT JOHNSON AVE BW BACK OF WALK CONC. CONCRETE TC TOP OF CURB FL FLOW LINE SDMH STORM DRAIN MANHOLE SSMH SANITARY SEWER MANHOLE P.U.E PUBLIC UTILITY EASEMENT . 50.2 SURVEY W1 IATJ 91 XM W�RM CUPER TI N 0 APN: 375-17-055 LOT 1, TR 1088 LOT AREA: 5,399 SQ. FT $ or'(�IR�oriCn��Developmer��Department � upertino CUPERTIN141nchF= 8 ft. APPROVED 4— 201 Case # R-2017-37-1-2017 ADDED Application Num er s Approval Body: Director/ Staff Approva I Date 01/24/18 Signature Erick Serrano Case Manager nIl`1TiE7-c ALL DISTANCES AND DIMENSIONS ARE IN FEET AND DECIMALS. UNDERGROUND UTILITY - LOCATION IS BASED ON SURFACE EVIDENCE. BUILDING LOCATION DIMENSIONS ARE MEASURED PERPENDICULAR TO THE PROPERTY LINES. DIMENSIONS TO THE BUILDING ARE TAKEN AT THE EXTERIOR FINISHED SURFACE. (STUCCO/SIDING) FINISH FLOOR ELEVATION TAKEN AT DOOR THRESHOLD (EXTERIOR). BENCHMARK: ASSUMED DATUM, POINT AS SHOWN A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY HAS NOT BEEN EXAMINED BY L. WADE HAMMOND LAND SURVEYOR. EASEMENTS OF RECORD MAY EXIST THAT ARE NOT SHOWN ON THIS MAP. TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT ARBORISTS OR DENDROLOGISTS. TREES SHOWN ARE 6" TRUNK DIAMETER OR LARGER, MEASURED 5' ABOVE GRADE LEGEND- FOUND POINT IN MONUMENT CASTING (AS NOTED) () RECORD DATA / REFERENCE wM WATER METER OR WATER VALVE BOX FIRE HYDRANT TREE - TRUNK DIAMETER IN INCHES 16128OAK TREE SPECIES IDENTIFICATION: BEST EFFORT, WE ARE NOT ARBORISTS OR DENDROLOGISTS 016 12 8 OAK TREE WITH MULTIPLE TRUNKS TRUNK f TREE DRIP LINE POINTS TOWARDS TREE TRUNKS. TREE DRIP LINES ABOVE PROPERTY LOCATED AS SHOWN. + TC TOP OF CURB TC X x x OE OPP 12.34 SSCO ® 8.14 TC=8.97 O INLET FL=12.34 00 0uLAND 00p S�� 00°00000° ° 000 4JADE 00 o 00 p V 0 O ''O 0 o o 00 J o J PLS 6163 d 0 o 0 0 0 4 0 0 oho o 0 o000 J)000 AgTF 0000000°0��0000 �a000�F CALF 0000 00004 FENCE OVERHEAD WIRES POWER POLE SPOT ELEVATION SANITARY SEWER CLEAN OUT SIGN HANDICAP RAMP OR PARKING STORM DRAIN CURB INLET L, wade Hammond Licensed Land Surveyor No. 6163 36660 Newark Blvd. Suite C Newark, California 94560 Tel: (510) 5 79- 6112 Fax: (510) 991-8054 wade@whlandsurveyor.com REAR YARD SETBACK 1ST STORY PROPERTY LINE SANITARY SEWER CLEANOUT WOOD FENCE TO BE REMOVED, TYP. STREETTREETO REMAIN STREET SIDE SETBACK 1ST AND 2ND STORY TREES TO BE REMOVED CONCRETE NALKAWAY/ PATIOS TO BE REMOVED, TYP. TREE TO BE REMOVED WATER METER ------------ p, 50'-3 9/16" co I , � POWER POLE & U)II OVERHEAD T- --------- ELECTRICSERVICE C L ---------- ----til U — — — — — DRIVEWAY-- ( i �lennapls •ouo0 EXISTING/ DEMO SITE PLAN SCALE: 1/8" = 1'-0" 6' TALL WOOD FENCE & GATE, SLD. REAR SETBACK 1ST STORY GARAGE STRUCTURE& REARSETBACK2ND DRIVEWAY TO BE STORY REMOVED ENCLOSURE FOR GARBAGE/ RECYCLING BINS SINGLE -STORY RESIDENCE TO BE co ani a U) (3 C: 0 U 00 M N 5' 4" 0 SEWER LATERAL POWER POLE & W/ (N) CLEAN-OUT (E) SANITARY SEWER CLEANOUT 12' ELECTRICAL PANEL & BRICK PLANTERS, METER, 200 -AMP TO BE REMOVED, SERVICE TYP. PROPERTY OWNER SHALL PREPARE AN ELECTRIC METER & z PANEL TO BE M REMOVED PROPERTY LINE SIDE SETBACK 1ST 6' TALL WOOD STORY U FENCE, TYP. (E) STREETTREE, SLD. E FOR MORE INFO. O PROVIDETREE PROTECTION PER U c CUPERTINO STANDARD U) DETAILS, TYP. SINGLE -STORY RESIDENCE TO BE co ani a U) (3 C: 0 U 00 M N 5' REMOVED SIDE SETBACK, 1ST 15'-3 7/8" I POWER POLE & & 2ND STORY A 12' STREET TREE TO BE INSTALLED BY THE - 1st & 2nd STORY GAS FIREPIT, SLD. SETBACKS i 10 T EE i PROPERTY OWNER SHALL PREPARE AN � z ADEQUATE PLANTING AREA AND CONTACT M Co 13 REMOVED SIDE SETBACK, 1ST POWER POLE & & 2ND STORY OVERHEAD 12' STREET TREE TO BE INSTALLED BY THE - Y, m GAS FIREPIT, SLD. CITY; UPON PROJECT COMPLETION, THE TR EE PROPERTY OWNER SHALL PREPARE AN � ADEQUATE PLANTING AREA AND CONTACT w THE CITYAT408-777-3269 TOARRANGE 13 6' TALL WOOD FOR THE TREE INSTALLATION U FENCE, TYP. >_ E O U U c U) 0 1'x20' ANCHOR GAS METER TO BE 0 0 EASEMENT PER REMOVED T TR 1088 o :0 OUTDOOR BBQ BQ L) 21'-5 3/8" BRICK FENCE & o I— PILLARSTO BE U REMOVED SETBACK TREE, PER CITY REQUIREMENTS, SLD. aat;nQ gan0 •ouo0 pallo2j AUTOMATIC FIRE SPRINKLER RISER & WATER MAIN WATER METER DRIVEWAY APPROACH ALTERED SITE PLAN SCALE: 1/8" = 1'-0" D �v 50'-3 9/16" /L? 0 N DIMENSIONING LEGEND X' - FACE CENT[ X' -X" FACE ALIGN Case COmmunitt Plan r R DIMENSION R-201 7 - Al LEGEND Aprprov-ar]-body. ii PROPERTY LINE Approval Date 1 X FENCE Signature Erick OVERHEAD ELECTRIC i nd STORY SET KK IIII d STO `� SETB L I III SINGLE-FAMILY RESIDENCE CREENEDI RELL} 10490 WUNDERLICH DR. (UNCONDITIONED, I 5 A: 834.04 sqft 1st story & OPENIAIR) st�ST A: 864.19 sq ft 2nd story IA: 455.74 sq ft I SI' ETB it I I I I II I I I I II I I I � I II II II � II INTERIOR SIDE SETBACK, 2ND STORY - - INTERIOR SIDE SETBACK, 1ST STORY FOR SITE DRAINAGE, SEE 0.1 FOR SETBACKAND CORNER TRIANGLE DIAGRAM, SEE 0.1 - WATER SERVICE POINT OF ENTRY FRONT SETBACK, 2ND STORY HEATPUMP, MAINTAIN T-0" MIN CLEAR BETWEEN HEAT PUMP & PROPERTY LINE 6'-0" TALL WOOD FENCE & GATE, SLD. GAS METER FRONT SETBACK, 1ST STORY aatjn0 gano 'ouo IO IIP oaO a NOT FOR CONSTRUCTION D q&o Depa CIO ••.: • nn H ector /Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 U) �W W L.L > D T_ J =o �QLO LL] W U o �0� zz ' � M o W Z U LUQ Accepted For Owner By: Drawing Record/ Revisions # DATE I DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 N EXISTING/ DEMO & ALTERED SITE PLAN AOmO Sheet No. 12 of 34 ©2017 by Klopf Architecture, a CA Corp. Ament 10 POWER POLE & OVERHEAD ELECTRIC SERVICE Q Y, m GAS FIREPIT, SLD. m � � w _ cq - o } 6' TALL WOOD N N FENCE, TYP. >_ O U) 1'x20' ANCHOR EASEMENT PER c" TR 1088 OUTDOOR BBQ BQ ------LINE OF 15'-0" I— INTERIOR SIDE II SETBACK nd STORY SET KK IIII d STO `� SETB L I III SINGLE-FAMILY RESIDENCE CREENEDI RELL} 10490 WUNDERLICH DR. (UNCONDITIONED, I 5 A: 834.04 sqft 1st story & OPENIAIR) st�ST A: 864.19 sq ft 2nd story IA: 455.74 sq ft I SI' ETB it I I I I II I I I I II I I I � I II II II � II INTERIOR SIDE SETBACK, 2ND STORY - - INTERIOR SIDE SETBACK, 1ST STORY FOR SITE DRAINAGE, SEE 0.1 FOR SETBACKAND CORNER TRIANGLE DIAGRAM, SEE 0.1 - WATER SERVICE POINT OF ENTRY FRONT SETBACK, 2ND STORY HEATPUMP, MAINTAIN T-0" MIN CLEAR BETWEEN HEAT PUMP & PROPERTY LINE 6'-0" TALL WOOD FENCE & GATE, SLD. GAS METER FRONT SETBACK, 1ST STORY aatjn0 gano 'ouo IO IIP oaO a NOT FOR CONSTRUCTION D q&o Depa CIO ••.: • nn H ector /Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 U) �W W L.L > D T_ J =o �QLO LL] W U o �0� zz ' � M o W Z U LUQ Accepted For Owner By: Drawing Record/ Revisions # DATE I DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 N EXISTING/ DEMO & ALTERED SITE PLAN AOmO Sheet No. 12 of 34 ©2017 by Klopf Architecture, a CA Corp. Ament 10 MONUMENT L SE - MONUMENT ------------------ 100' ------------------- -------------- ------------------- SETBACK DIAGRAM & CORNER TRIANGLE DIAGRAM SCALE: 1/8" = T-0" O 10 TREE CR J L i SINGLE-FAMILY RESIDENCE 10490 WUNDERLICH DR. II II I GARAGE II DIMENSIONING LEGEND X' - FACE I II i � III I li ISI I III i IIIA III L SCREENED TRELm (UNCONDITIONE9,I &OPEN AIR) I II I III i II I I II/ I i II II i I I I 1 I I I I SITE DRAINAGE PLAN SCALE: 1/8" = T-0" CENT[ FACE ALIGN Communist Plan J R DIMENSION Case # R -201 -4r - Approval -201 - ApprovaI Body: Di Approval Date 01 Signature Erick S SLOPE AWAY FR 3 BUILDING -EE 0 , TYP. DRAINAGE SWALE @ SIDE YARD --SLOPE AWAY FR BUILDING - SEE � , TYP. - PTD. METAL DOWNSPOUT W/ SPLASH BLOCK, TY 2 FOR MORE INFO, S A0.2 aajjn0 gan0 -ouo0 pallo2j NOT FOR CONSTRUCTION D a ;� Francisco, •4 415.558.9685 AfiA1A__1_1EAjre.corn r � H ecto r /Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 Cn W \w 10� D T_ J =o I..L LO W w U o — 0 O Z Z ' co Q w z O U T_UQ Accepted For Owner By: Drawinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 SITE DRAINAGE PLAN, SETBACK DIAGRAM, & CORNER TRIANGLE DIAGRAM AOml Sheet No. 13 of 34 ©2017 by Klopf Architecture, a CA Corp. Iment Ire] TABLE "A" Residential Single Double Single Family Multiple 16' 18' 22' 24' fa x ••: Commercial One way Two way mIn 20' max 24' min 24' max 32' WEAKENED PLANE JOINT OR CUT JOINT 1/8" WIDE, 2" DEEP ON 8' O.C. SIDEWALK R 1 5% NOTES: 6 1. Co 2' 5' 5/8" Lip Mxaf - ' oo° Pavement to be flush with lip of gutter <P JOI SIDEWALK �$ ncrete driveways not mandatory in Ind 2. Sc ustrial zones when sidewalks not constructed. ore marks not to exceed 4'-0" O.C. Use m 3. Fin 4. Si( echanicol separator at every other score mark. ish to be light broom ewalk to be replaced when new drive - w0 5. Ed y is placed. ge of driveway shall be a minimum of 4' 6. If from property line. on -street parking is permitted, driveway shall be 7. Ru flush with gutter. nning slope shall be 7.5%. In no case shalll running slope exceed 8.33%. SECTION A - A 6" commercial or industrial w/ #4 rebor 18" O.C. both ways 5" residential 4" Class II Agg. base materia �f with a 95% relative compaction DRIVEWAY DETAIL - MONOLITHIC SIDEWALK REVISED 6/2016 CITY OF CUPERTINO I STANDARD DETAILS APPROVED BY: CITY ENGINEER DATE:b/2-q PC- � 1-21 HIGH FENCING TYPICAL TREEEE PROTECTION FENCING TYPICAL BARK PROTECTION NOT TO5C&E NOT TO SCALE 1. Prior to any construction operations contractor shall construct and maintain, for each protected tree on a construction site, a protective fencing which encircles the outer limits of the critical root zone(CRZ) of the tree to protect it from construction activity. The CRZ is calculated 1.25 feet times the diameter of the trunk measured in inches 4.5 feet above the natural grade). 2. All protective fencing shall be in place prior to commencement of any site work and remain in place until all exterior construction activity at the site has been completed. 3. Protective fencing shall be at least six (6) feet high, clearly visible, and shall have a tree protection sign affixed to the fence every twenty (20) feet in such a manner to be clearly visible and legible to workers on the site at a distance of twenty-five (25) feet. The sign(s) shall read "Free Protection Zone Keep outi'. 4. The owner sball cause the required fencing and signage to be installed and maintained for the duration of the construction. 5. In situations where a protected tree remains in the immediate area of intended construction and the tree may be in danger of being damaged by construction equipment or other activity, the contractor or subcontractor shall protect the tree with 2"x4" lumber encircled with wire or other means that do not damage the tree, The intent is to protect the trunk of the tree against incidental contact by large construction equipment. 6. Material Storage: No storage or placement of materials intended for use in construction or waste materials acciuuulated due to excavation or demolition shall be placed within the limits of the critical root zone of any protected tree. 7. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including, without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to flow into the critical root zone of a protected tree. 8. Tree Attaclnllents: No signs, wires or other attachments, other than those of a protective nature, shall be attached to any protected tree. 9. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within the critical root zone of any protected tree other than on existing street pavement. 10. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, excavators, skid steer tractors, trenchers, compressors, and hoists, shall be allowed inside the drip -line of any protected tree on any construction site. 11. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any protected tree unless adequate protective construction methods are approved in advance in writing by the city. 12. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed within the limits of the critical root zone of a protected tree, unless expressly permitted by the public works Dept 13. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or other excavation shall be cut off square with a sharp medium tooth saw and covered with natural fiber burlap within two hours of initial exposure. 14. All public sidewalks shall remain open, tree and clear for public access, unless closure is permitted by the Public Works Department. TREE PROTECTION STAN®AR®S REVISED 5/13 6-4 TABLE "A" Residential Single Double Single Family 16' 22' Multiple 18, 24' P WEAKENED PLANE JOINT OR CUT 1/ JOINT 1/8" WIDE, �/<\ 2" DEEP ON 8' O.C. SIN SIDEWALK <;J�(�P N Pyr �p ONO, S16 l8 ESS J�`LLP�( \-CONSTRUCTI JOINT �M_ SIDEWALK,,-' GF,`' Q� Ppb NOTES: 1. Residential Driveway Detail option 2 for monolithic sidewalk may be used only with written approval from the City Engineer. 2. Score marks not to exceed 4'-0" O.C. Use mechanical separator at every other score mark. 3. Finish to be light broom 4. Sidewalk to be replaced when new drive- way is placed. 5. Edge of driveway shall be a minimum of 4' from property line. 6. Running slope shall be 7.5%. In no case shalll running slope exceed 8.33%. Pavement to be 2' 2' 3' flush with lip of Conform gutter -, utter 5/8" Lip 5" (Residential) 1.5%2% may') a } -4" Class II Agg. base material with a 95% relative compaction SECTION A - A DRIVEWAY DETAIL - MONOLITHIC SIDEWALK OPTION 2 REVISED 6/2016 CITY OF CUPERTINO STANDARD DETAILS APPROVED BY: -DATE: 1-21 B CITY ENGINEER TYPICAL SLOPED GRADE @ BUILDING PERIMETER SCALE: 3/4" = T-0" DIMENSIONING LEGEND X' - FACE X' -X" CENT[ X' -X" FACE ALIGN Case # Communi ) Plan ii R DIMENSION Q -,9n l 7- CUPERTINO PUBLIC WORK§ NOTES: Approval -Bad iii 1- APPROVAL OF THESE PL /�,NS DOES NOT P -LEASE THE OWNER AND/OR CONTA4P-UP�Va]EDate 01 RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OM"SIONS CONTAINED THEREIN. IF DURING THE C 1. IAC trUrcOSTRU FII C IMPROVEMENTS, PUBLIC INTEEST REQUIR MODIFICATION OF/ORA DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVETHE AUTHORITYTO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 2- CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE,AND PUBLIC IMPROVEMENTS. 3- ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 4- CONTRACTOR IS RESPONSIBLE FOR DUST CONTROLAND ENSURING THE AREAADJACENTTO THE WORK IS LEFT IN A CLEAN CONDITION. 5- CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 6- UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. 7- TO INITIATE RELEASE OF BONDS, CONTACTTHE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 8 -ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTEDAWAY FROM BUILDING FOUNDATIONSAND DIRECTEDTO LANDSCAPED AREAS. 9- PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. 10- REMOVE + REPLACEANY BROKEN & AND/ OR UPLIFTED SIDEWALK + CUB + GUTTER. 11- OWNER HAS THE OPTION TO UPGRADE THE ROLLED CURB TO A DRIVEWAY APPROACH. 12- PAVEMENT RESTORATION WILL BE REQUIRED FOR ANY TRENCH CUT IN THE PAVEMENT. STREETSARE UNDER MORATORIUM DUE TO NEW AC PAVEMENT WORK. -- PAINTED METAL RECTANGULAR DOWNSPOUT -PRECASTCONCRETE SPLASH BLOCK - WIDTH AS SPECIFIED ON PLAN NATURAL GRADE SLOPED 3% AWAY FROM STRUCTURE, TYP. 4" DEEP OF 3/4" CRUSHED ROCK AND / OR COMPACTED CLASS 2 BASEROCK LANDSCAPE FILTER FABRIC CRUSHED GRAVEL D DRAINAGE BED, 4" DEEP. ALIGN �i�. •i •moi •. i�.�•i7.0•i FROM 17-04 1 11411mn =men D.S. W/ SPLASHBLOCK SCALE: 1" = 1'-0" Z � N 2% SLOPE P.T. SILL PLATE EXPANSION JOINT FILLER 00 TYPICAL SLOPED HARDSCAPESURFACE@ BUILDING PERIMETER SCALE: 3/4" = T-0" NOT FOR CONSTRUCTION 1 San,Francisco,iCk.q,41 fa x ••: • H ecto r 1 Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 LL] U Z W 0 U) W \w D T- J =o ULo J Q � �Uo Ln LL] w i - �0 Z Z coLo c) W 7 O U T -UQ Accepted For Owner By: Drawinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by:1 Drawn by: JCK SWM Project No: Issue Date: 1714 12/05/2017 PUBLIC WORKS NOTES & DETAILS, & SITE DETAILS AOm2 Sheet No. 14 of 34 ©2017 by Klopf Architecture, a CA Corp. Iment Ire] TEMPERED SHOWER ENCL, CURBLESS SHOV LINEAR DRAIN, SHOWER FLOOR 2 TO DRAIN; SEE DEPRESSED FRAMING @ M SHOWEI OPEN TO BELOW (11) TREL PTD. 2X M 1 4 A3.0 A2.0 I D E F I 3' 6'-5 3/8" 5'-6 5/8" T-4 3/4" T-6 3/4" 11'-5 1/4" I WOOD FENCE & GATE,------,, SLD. OUTLINE OF ROOF - OVERHANGABOVE POST, TYP; SSD.—' R-21 INSULATION @-___ EXTERIOR WALLS, TYP. TEMPERED GLASS GUARDRAIL . — — D - — __(3) PTD 2X TRELLIS STRUCTURE HARDWOOD FLOORING, OPEN TO BELOW, TYP. U.O.N. TYP. OF (39) TRELLIS BAYS. SKYLIGHT ABOVE, TYP. ,PEN TO ABOVE, TYP. OF (6) TRELLIS BAYS LINE OF 15'-0" INTERIOR SIDE YARD SETBACK 3 A3.0 B C D E F G 1 1 3 A3.1 A,', A2.0 2 UPPER LEVEL PLAN A1.0 SCALER/4" = 1'-0" MAIN LEVEL PLAN SCALE:1/4" = 1'-0" 1 1 4 TA3.1 A3.0 A2.0 COOKTOP,� ISLAND, SINK, SHELVING G 11'-5 1/4" I, — — — __(7) BUILT-IN GAS BBQ, SLD. LINE OF 15'-0" INTERIOR SIDE YARD SETBACK PONY WALL BELOW OUTLINE OF ROOF OVERHANGABOVE TRELLIS STRUCTURE ABOVE, TYP. — — __C�) DIMENSIONING LEGEND X' -X" FACE OF Communi � X' -X" [12 P l a n 1 1 x' -x" FACE OF OvOi-h1Nr R DIMENSION ALIGN Case # R-201 WALL LEGEND Al O WALLS Approval Body: i s' STRUCTUREhgB� ro Va I Date 1 �y �' i Signature Erick S POSTS, TYP; EXACT SIZES AND LOCATIONS T.B.D. OPEN TO ABOVE, TYP. OF (39) TRELLIS BAYS TANKLESS WATER HEATER SKYLIGHT ABOVE, TYP. INSTALL MIN. 5/8" TYPE "X" GYP. BD., FIRE -TAPED & gEALED, FROM FLOOR TO B.O. OOF SHEATHING ALONG THIS LINE - HEAT PUMP `WOOD FENCE & GATE,SLD. DS PTD. METAL DOWNSPOUT W/ SPLASH BLOCK, TYP. FOR MORE INFO, SEE NOT FOR CONSTRUCTION D ..9 De pa •.: Of H ector 1 Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms.Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Musynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U z W 0 U) LI W I..1� > N L.I_ D r J =o ULp JQL0 �Uo W w Opp Z �zL0 (y) 0 � �Z U T_UQ Accepted For Owner By: Drawinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 2/05/2017 IV MAIN & UPPER LEVEL FLOOR PLANS AlmO Sheet No. 15 of 34 ©2017 by Klopf Architecture, a CA Corp. Ament 10 DIMENSIONS AREA A IRREGULAR, SEE PLAN 539.62 SF B 19'-2 5/64" x 42'-10 3/4" 834.04 SF TOTAL AREA MAIN FLOOR 1,373.66 SF FLOOR AREA MAIN LEVEL SCALE: 1/8" = 1'-0" DIMENSIONS AREA A 15'-1 53/64" x 38'-11 57/64" 864.19 SF TOTAL AREA UPPER FLOOR 864.19 SF FLOOR AREA UPPER LEVEL SCALE: 1/8" = 1'-0" OUTLINE OF BUILDING BELOW CONCEALED GUTTER, TYP. PTD. WOOD FASCIA BOARD SOLAR PHOTOVOLTAIC PANELS - SYSTEM TO BE DESIGNED & PERMITTED SEPARATELY; MAINTAIN MIN. 3'-0" CLEARANCE PER STATE FIRE MARSHAL REQ'TS.; SYSTEM TO BE INSTALLED BY OTHERS - CONTRACTOR SHALL COORDINATE W/ OWNER'S SOLAR CONTRACTOR PAINT -GRADE 2X TRELLIS MEMBERS ROOF PLAN SCALE: 1/4" = 1'-0" X' -X" X' -X" X' -X" ITCHEN HOOD XHAUST FLUE, MIN. -0" ABV. ROOF DIMENSIONING LEGEND FACE O CENTER FACE O ALIGN LUMBING VENT FOR ITCHEN SINK; MAINTAIN IN. 3'-0" CLEARANCE BOVEANY OPENING INTO UILDING, TYP.; ONSOLIDATE VENTS INTO S FEW PENETRATIONS AS OSSIBLE LUE FOR BATHROOM XHAUST FAN, MAINTAIN IN. 3'-0" BETWEEN POINT F DISCHARGE & OPENING JTO BUILDING, TYP. IRYER VENT IXED SKYLIGHT LUMBING VENT MIN. 6" ABV. OOF,TYP.; CONSOLIDATE ENTS INTO AS FEW ENETRATIONS AS OSSIBLE 'AINT-GRADE 2X 'RELLIS MEMBERS :RICKET@ SKYLIGHT, TYP. )PERABLE SKYLIGHT LOPE 1/4" PER FOOT TO ;CUPPER, TYP OF THIS ROOF 'ORTION 'TD. METAL SCUPPER & ►OWNSPOUT,TYP. FF Communist) LI Plan ii F F ipEnkk', i rAR DIMENSION R-2017- 9 Approval Body: Dii Approval Date 01 Signature Erick S NOT FOR CONSTRUCTION D ;r a Francisco,CA,.,941 10 •.: A014.0--i-140ire.corn H ecto r /Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 VJ W W ry > ry D T- J =o U� JQL0 � �Uo W w O zz ' co C:) W Z O U T -UQ Accepted For Owner By: Drawinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 N ROOF PLAN & FLOORAREA DIAGRAMS Alm2 Sheet No. 17 of 34 ©2017 by Klopf Architecture, a CA Corp. Iment Ire] 19'-2" .O. FASCIA 19'-2" T.O. FASCIA ESCAPE WINDOW SILL NATURAL GRADE 4� NORTH ELEVATION SCALE: 1/4" = T-0" N NATURAL GRADE T! 19'-2" A. F.F. T.O. FASCIA 6", MIN. TYP. 0X 9'-8" — 250 UPPER LEVEL F.F. ALUMINUM DOOR DIMENSIONING LEGEND 1 Al )h 311 ;S 13'-4" A. F.F. T.O. ENTRY PARAPET 10'-7" A.F.F. T.O. GARAGE PARAPET —.- — - - J PTD. METAL SCUPPER & DOWN SPOUT, TYP. STAIN GRADE WOOD ANELING @ DOOR TO MATCH SIDING 6" MIN. EAST ELEVATION SCALE: 1/4" = T-0" SKYLIGHT, TYP.----- PTD. WOOD FASCIA - - BOARD. TYP. SCALE: 1/4" = T-0" ii II II ii 19'-2" A. F. F. T.O. FASCIA BEAM SSD. WINDOW SILL 415.558.9685 X • 00 H MOgL 9'-8" A. F. F. d ectar 1 Staff UPPER LEVEL F.F. 24/18 6 krrano SCREEN PANELST.B.D. Case Manager OWNER PTD. WOOD POSTS & TRIM, 7�j DETAILST.B.D. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 i 25° San Francisco,CA 94104 Phone: 415.796.7103 T! 19'-2" A. F.F. T.O. FASCIA 6", MIN. TYP. 0X 9'-8" — 250 UPPER LEVEL F.F. ALUMINUM DOOR DIMENSIONING LEGEND 1 Al )h 311 ;S 13'-4" A. F.F. T.O. ENTRY PARAPET 10'-7" A.F.F. T.O. GARAGE PARAPET —.- — - - J PTD. METAL SCUPPER & DOWN SPOUT, TYP. STAIN GRADE WOOD ANELING @ DOOR TO MATCH SIDING 6" MIN. EAST ELEVATION SCALE: 1/4" = T-0" SKYLIGHT, TYP.----- PTD. WOOD FASCIA - - BOARD. TYP. SCALE: 1/4" = T-0" ii II II ii 19'-2" A. F. F. T.O. FASCIA 0" MAIN LEVEL FBF. NATURAL GRADE NOT FOR CONSTRUCTION D , o Pe pa BEAM SSD. WINDOW SILL 415.558.9685 X • 00 H MOgL 9'-8" A. F. F. d ectar 1 Staff UPPER LEVEL F.F. 24/18 6 krrano SCREEN PANELST.B.D. Case Manager OWNER PTD. WOOD POSTS & TRIM, 7�j DETAILST.B.D. 0" MAIN LEVEL FBF. NATURAL GRADE NOT FOR CONSTRUCTION D , o Pe pa 415.558.9685 • H ectar 1 Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 U) W LU D T_ J =O ULo J Q � �ULO Ln W LLJ 1 — O z 1 M � O W Z O U LUQ Accepted For Owner By: Drawinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 EXTERIOR ELEVATIONS A2mO Sheet No. 18 of 34 ©2017 by Klopf Architecture, a CA Corp. Ament 10 CROSS SECTION THROUGH GARAGE SCALE: 1/4" = T-0" T.O. FASCIA T.O. ENTRY PARAPET T.O. GARAGE PARAPET UPPER LEVEL F.F. MAIN LEVEL F.F. SKYLIGHT, TYP. - a DIMENSIONING LEGEND X' -X" FACE O X' -X" CENTE X' -X" FACE O ALIGN F Communist) RLIf Plan ij C U PFR71 N�FEQR DIMENSION Al Approval Body: Dh Approval Date 01 Signature Erick S CROSS SECTION SCALE: 1/4" = T-0" LONGITUDINAL SECTION SCALE: 1/4" = T-0" NOT FOR CONSTRUCTION D , o De pa 415.558.9685 • Of H ectar 1 Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 Cn W w ry D T- J =o U� J Q � �Uo Ln w w i — �0 z coLO O W Z 0 0') U LUQ Accepted For Owner By: D awinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 BUILDING SECTIONS A3mO Sheet No. 20 of 34 ©2017 by Klopf Architecture, a CA Corp. Ament Ire] DIMENSIONING LEGEND X' -X" FACE O X' -X" CENTE X' -X" FACE O ALIGN FF Communist) RLIf Plan ij FCUPESO -"L-'C-AR QR DIMENSION Al Approval Body: Dh Approval Date 01 Signature Erick S LONGITUDINAL SECTION 3 SCALE: 1/4" = 1'-0" 19'-2"T n r:ocrio LONGITUDINAL SECTION 2 SCALE: 1/4" = 1'-0" NOT FOR CONSTRUCTION D ..o �Dle pa LOA 1 415.558.9685 • Of H ector / Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U Z W 0 Cn W w ry ry D oT- J =o U� J Q � �Uo Ln W w — O zz ' co O W Z 0 0') U LUQ Accepted For Owner By: D awinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 BUILDING SECTIONS A3ml Sheet No. 21 of 34 ©2017 by Klopf Architecture, a CA Corp. Ament Ire] 2. INSTALL S.A.F.F. OVER NAILFIN @ HEAD 1. INSTALL S.A.F.F. OVER NAILFIN @ JAMBS STEP 6 TYP. NAILFIN WINDOW / DOOR FLASHING SEQUENCE SCALE: 1" = 1'-0" FOLD FLAP OF B.P. UP TEMPORARILY TO EXPOSE SHEATHING AND TAPE TO KEEP FLAP CLEAR OF WORKAREA WRAP B.P. OVER R.O. TO INTERIOR INSTALL METAL PAN FLASHING IN A BED OF SEALANT- DO NOT PENETRATE PAN @ HORIZONTAL SURFACE NOTE: IF UNIT HAS ALUMINUM FRAME THEN METAL PAN FLASHING TO BE STAINLESS STEEL TO AVOID GALVANIC ACTION; IF DISSIMILAR METALS, USE S.A.F.F. TO CREATE SEPARATION STEP 4 1. INSTALL BUILDING PAPER OVER WALL AND OPENING. 2. CUT ALONG DASHED LINES SHOWN AND WRAP B.P. OVER ROUGH OPENING TO INTERIOR STEP 3 \ 1. INSTALL S.A.F.F. AT JAMBS, OVERLAPPING EACH PIECE. 2. INSTALL S.A.F.F. AT HEAD, OVERLAPPING EACH PIECE. (DO NOT INSTALL AT HEAD IF R.O. EXTENDS TO CEILING DECK) 3. INSTALL A 4" / CIRCULAR PIECE OF S.A. F.F. AT INTERSECTION OF JAMB AND SILL PIECES STEP 2 \TYP. EXT. WALL ASSEMBLY — INSTALL SELF -ADHERING FLEXIBLE FLASHING AT SILL FIRST, OVERLAPPING JAMB STEP 1 NEW SKYLIGHT NEW WINDOW SCHEDULE - BEFORE ORDERING, SEE FLOOR PLANS & EXT. ELEVS. FOR MORE INFO0-co-m-mm-n-n�tMARK R.O. SIZE ASSM MATERIALS CASING BUG HARDWARE GROUP/ W H FIRM. SASH GLS. INT. EXT. SCR f MARK -It 101 T-9 3/4" 2'-6" F,A AL AL I,E,T 2'-8" 5-10" �I n n i 102 3'-9 3/4" 2'-6" F,A AL AL I,E,T PG 0'-1 3/4" PG SC - 103 T-9 3/4" 2'-6" 6'-8" PG V-P-ERT11N4 PG SC - 104 T-9 3/4" 2'-6" F,A AL AL I,E,T PG SC - Phone: 415.796.7103 105 106 2'-91/4" 2'-11/16" 4'-7" 5-5 3/4" F D AL AL - I,E - I,E AL I,E,T _ 105 29'-313... 107 2' 2'-8 3/4" C AL - I,E 106 3' A 108 8'-11 5/16" 2'-8 3/4" F AL - I,E 16' 7'-8 9/16" PG 109 201 T-4" 10'-10 3... 8'-5 3/4" 4'-7 3/8" F F AL AL - I,E _ - I,E 6'-8" Di 202 T-9 3/4" 4'-7 3/8" F AL - I,E 6'-8" PG 0'-11/4" 203 204 2'-6" T-5 1/4" 4'-6 3/4" 4'-7 3/8" C C AL AL - I,E A. roma _G�a_t- - I,E r ~ _ 01 205 8'-1/4" 4'-7 3/8" F AL - I,E PG 0'-1 1/4" ick S 206 7'-33/16" 4'-73/8" F AL - I,E �n�_r SC PG - 207 3'-9 3/4" 4'-7 3/8" C IAL - I,E SC PG - ----/--/------------ 208 3'-9 3/4" 4'-7 3/8" F AL - I,E PG - ----/--/------------ 208 209 3'-9 3/4" 4'-7 3/8" C AL - I,E,T 1714 12/05/2017 DOOR/WINDOW/ 210 3'-9 3/4" 4'-7 3/8" C AL - I,E DETAILS A5mO 211 3'-9 3/4" 4'-7 3/8" F AL - I,E 212 9'-9 1/4" 4'-7 3/8" F AL - I,E 213 8'-1/4" 4'-7 3/8" F AL - I,E 214 T-8 1/2" 4'-7 3/8" C AL - I,E NEW SKYLIGHT SCHEDULE -BEFORE ORDERING, SEE FLOOR/ROOF PLANS FOR MOREINFORMATION DOOR SCHEDULE - BEFORE ORDERING, SEE FLOOR PLANS & EXT. ELEVS. FOR MORE INFORMATION MARK NOM. W SIZE H FIRM. MAT'L THK. PANEL CORE MAT'L GLS. CASING BUG HARDWARE GROUP / NOTES INT. EXT. SCR. 000 2'-8" 5-10" O 0'-2" I, E, LS/T SEE NOTE 11 S2 101 3'-6" 8'-4 1/4" PG 0'-1 3/4" PG SC - ENTRY DOOR 102 2'-4" 6'-8" PG 0'-11/4" PG SC - Holmes Structures - 103 2'-10" 6'-8" PG 0'-11/4" PG SC - Phone: 415.796.7103 104 2'-10" 8'-5 1/2" AL 0'-1 1/4" GL AL I,E,T SEE NOTE 10 105 29'-313... 8'-6" AL 0'-19/16" GL AL I,E,T Axiscon 106 3' 7' PG 0'-2 1/4" SC PG - WOOD PANELING TO MATCH SIDING 107 16' 7'-8 9/16" PG 0'-1 1/4" G PG - SEE NOTE 10 201 2'-8" 6'-8" PG 0'-11/4" SC PG - 202 2'-91/4" 6'-8" PG 0'-11/4" SC PG - C) L0 203 2'-6" 6'-8" PG 0'-11/4" SC PG - ZZ 204 7'-8 3/8" 6'-8" PG 0'-1 1/4" SC PG - 0 205 2'-6" 6'-8" PG 0'-11/4" SC PG - Accepted For Owner By: 206 6'-7 3/4" 6'-8" PG 0'-1 1/4" SC PG - ----/--/------------ 207 3'-9" 6'-8" PG 0'-11/4" SC PG - ----/--/------------ 208 2'-4" 6'-8" PG 0'-11/4" SC PG 1714 12/05/2017 NEW SKYLIGHT SCHEDULE -BEFORE ORDERING, SEE FLOOR/ROOF PLANS FOR MOREINFORMATION MARK W OM. SIZE ASSM FIRM. GLS. NOTES G - GLASS M -MAHOGANY S1 6'-4 1/2" T-6" O AL I, E, LS/T SEE NOTE 11 S2 5'-1" 1' F AL 11, E, LS/T I SEE NOTE 11 S3 3' 2'-1 3/16" F AL I,E, LS/T ISEENOTE11 WINDOW, DOOR AND SKYLIGHT NOTES 1. ALL PREFAB WINDOWS AND DOORS SHALL BE SIZED FOR 2X4 CONSTRUCTION. 2. SEE 1/A5.0 FOR TYPICAL WINDOW FLASHING PROCEDURE. 1/A5.0 SHALLALSO APPLY TO DOOR HEAD AND JAMB FLASHING. 3. CONTRACTOR SHALL VERIFYALL WINDOW AND DOOR DIMENSIONS TWO WEEKS PRIOR TO ORDERING/MANUFACTURING WINDOW AND/OR DOOR ASSEMBLIES. NOTIFY ARCHITECTOF ANY DISCREPANCIES IMMEDIATELY. 4. CONTRACTOR SHALL VERIFY QUANTITIES PRIOR TO ORDERING/MANUFACTURING WINDOW AND/OR DOOR ASSEMBLIES. 5. FOR HARDWARE ORIENTATION SEE DRAWINGS. FOR HARDWARE SEE SPECIFICATIONS. 6. INSULATEALL GAPS BETWEEN ROUGH FRAMINGAND WINDOW/DOOR FRAMES. 7. DIMENSIONS OF (E) WINDOWSAND DOORS ARE APPROXIMATE AND BASED ON NOMINAL SIZES AS OBSERVED BYARCHITECT. 8. CONTRACTOR SHALL NOTE REQUIRED MINIMUM U-VALUESOF WINDOWS AND DOORS ON FORM CF -1R OF TITLE 24 ENERGY CERTIFICATES. NOTIFY ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. 9. SLEEPING ROOMS SHALL HAVEAT LEAST ONE WINDOW WITH THE SILL BELOW 44" A.F.F. AND THAT MEETS OR EXCEEDS THE FOLLOWING DIMENSIONS: CLEAR OPENABLEAREA OF 5.7 S.F., CLEAR OPENABLE WIDTH OF 20", AND CLEAR OPENABLE HEIGHT OF 24". BOTTOM OF CLEAR OPENING SHALL NOT BE GREATER THAN 44" MEASURED FROM FINISHED FLOOR. 10. DOORS FROM GARAGE TO HOUSE SHALL BE 20 -MINUTE FIRE -RATED SELF-CLOSING, SELF -LATCHING DOORS WITH SMOKE GASKET SEAL. 11. SKYLIGHT MANUFACTURER & MODEL TO BE VELUX FCM (FIXED CURB MOUNT) AND VCM (VENTING CURB MOUNT); SIZE VARIES; IAPMO-ES EVALUATION REPORT #0199. KEY FOR INTERPRETING KEY FOR INTERPRETING KEY FOR INTERPRETING WINDOW & SKYLIGHT DOOR CORES WINDOW, DOOR, FRAME & CASING KEY FOR INTERPRETING ASSEMBLIES (ASSM.): (CORE): MATERIALS (MAT'L.): GLASS TYPES (GLS.): A -AWNING B - PREFAB POP-OUT/BAY C -CASEMENT D - DOUBLE HUNG F - FIXED FS - FIXED FIELD STOP G - GLIDING H -HOPPER J - JALOUSIE O - OPERABLE GL - MTL. FRAME SLIDING GLASS DOOR G -GARAGE HC - HOLLOW CORE HM - HOLLOW METAL L -LOUVER SC - SOLID CORE S/R - STILE AND RAIL R - ROLL -UP AL -ALUMINUM PG-PAINTGRADE C -ALUMINUM WITH DF -DOUGLAS FIR WOOD VENEER O -OAK FI - FIBERGLASS P -PINE G - GLASS M -MAHOGANY S - STEEL CS -COMPOSITE V - VINYL W -WOOD WC - SOLID WOOD W/ ALUMINUM CLADDING E - LOW E FR - 3/4 -HOUR FIRE RATED CLEAR WITH NO MUNTINS OR WIRES H - HIGH PERFORMANCE (INSULATED, LOW E) I - DOUBLE -GLAZED INSULATED LS - LAMINATED SAFETY OB -OBSCURED S - SINGLE PANE T -TEMPERED NOT FOR CONSTRUCTION V -pa Francisco,CA�.,9,411 10 t •.: AfiA10R__1_LEAjre.corn H ecto r /Staff 24/18 krrano Case Manager OWNER Mr. Rodolphe Coutier & Ms. Anne Lu 10490 Wunderlich Dr. Cupertino, CA 95014 Phone: 408.540.8645 STRUCTURAL ENGINEER Holmes Structures - Erik Kneer, Lic #S5252 235 Montgomery St. Suite 1250 San Francisco,CA 94104 Phone: 415.796.7103 LANDSCAPE ARCHITECT Landible Landscape Architecture Mary Mus ynski 1150 6th Street Berkeley, CA 94710 Phone: 415.306.2098 CONTRACTOR Axiscon Dan Fulga PO Box 471 Redwood Estates,CA 95044 Phone: 408.507.2733 W U z W 0 U) W W D T_ J =o C) L0 J Q � �Uo Ln LL] w — �0 ZZ coLo owz 0 U T_UQ Accepted For Owner By: Drawinq Record/ Revisions # DATE DESCRIPTION -- 11/1/17 PLANNING SET ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ ----/--/------------ Checked by: Drawn by: JCK SWM Project No: Is s ue Date: 1714 12/05/2017 DOOR/WINDOW/ SKYLIGHT SCHEDULES, NOTES, AND DETAILS A5mO Sheet No. 23 of 34 ©2017 by Klopf Architecture, a CA Corp. tment N Fence and gates, 6' tall Overhead shade structure, S.A.D 0 4 8 12 16 FT Scale: 1/8" = 1'-0" Hardscape Plan Proposed realignment of alectrical line. S.A.D. lanting areas (typ.) Werhead shade structure, S.A.D. ence and gate, 6' tall Boundary of front yard setback Tire strips Public sidewalk Hardscape Legend Impervious Pavers Semi -Pervious Pavers Pervious Surfaces Planting Areas (pervious) S.A.D. = See Architecture Drawings Front Yard Setback Area Calculations Lot width = 53.25' Impervious surfaces 228 s.f. 23.1 % of total Semi -pervious surfaces 291 s.f. 29.5 % of total Pervious surfaces (planted areas) 468 s.f. 47.4 % of total Total area 987 s.f. 100 % of total LANDIBLE Community D velp(pnD-L;lot-tpet,pg,tgnent -EmerPlanning IV15[o�nely41 :R(�j08 no -CVPERTINO APPR 0ErbBLE.COM Case # R-2017-37 Application Number(s) Approva I Body: Direr or/ W64— Approval Date 01/2 /18 U U Signature Erick Serr no Z W se M rger O 0 NC W W p o CL _FZU Q •� U U C:o Ln �C: � i Q � N � W Z oU Ow U Z REVISIONS: Rev# Notes Date Issue: For Planning Review Project ID: Scale: Drawn by: Reviewed by Plot date: Wunderlich As noted sbgi MM 11/01/2017 Sheet Title: HARDSCAPE PLAN Sheet No.: L1 N Indicates canopy extent of existing tree to be retained. Existing tree-Juglans c'alifornica 10 in. cfgh RETAIN Existing tree -Ligustrum lucidum 6 in. dbh, To remove Existing tree -Ligustrum lucidum 6 in. dbh To remove Existing tree -Ligustrum lucidum 8.5 in. dbh To remove Existing tree 18 in. dbh Already removed by city 0 4 8 12 16 FT Scale: 1/16" Existing Trees N New per city re Size and New tree - Acacia steno phylla 24 in. box Minimum installatio n height = 6' (per city co de) i l A 0 4 8 12 16 FT Scale: 1/16" = 1'-0" Privacy Protection Plan Indicates canon existing tree to E Existing tree-Jucolans cal 11 10 11 F New strE per city requir Size and spec Minimum installation height = 6' (per city code) I L-1 L-1 L -1 1 Scale: 1/8"'0 Planting P---- Planting Schedule ID Latin Name Trees Aca ste Acacia stenophylla Shrubs Pod hen Podocarpus henkelii Vines Fic purr Ficus pumila Meadow Areas Achillea millefolium Carex texensis Carex tumulicola Erigeron glaucus Erigeron karvinskianus Eschscholzia cvs. Glandularia lilacina and cvs. Libertia grandif lora Mimulus 'Jelly Bean' varieties Penstemon newberryi Penstemon palmeri Polystichum setiferum Salvia sonomensis -Teucrium chamaedrys Teucrium cossonii Common Name Shoestring Acacia Podocarpus henkelii Creeping fig Yarrow Catlin Sedge Foothill Sedge Beach Aster Fleabane California Poppy Lilac Verbena New Zealand Iris Sticky Monkey Flower Mountain Pride Scented Penstemon Soft Shield Fern Creeping Sage Wall Germander Majorcan Teucrium Screened Patio Plants (non-toxic to cats) Aspidistra eliator Cast -Iron Plant Calathea lancifolia Rattlesnake Plant Echeveria elegans Mexican Snowball Iresine herbstii 'Brilliantissima' Bloodleaf Planting Notes 1. Total Lot Area = 5399 sq. ft. 2. Total Landscape Area = 2454 sq. ft. 3. Total turf area is 0% of the total landscape area. LANDIBLE Community D ve1p(prr1glipItQgpg1;pent Planning 12 IVISIEmeryvi CA 94 8 oirl 1.41 .Rqajno CUPERTINO PPROVEd15BLE.COM Cont Case # R-2017-37 Qty Size Comments Appli ation Number(s) 8 15 g 17 15 g 3 75% of total area 25% of totalarea 15 15 25 15 5 g. 4" 4" 411 4" 411 4" 4" 1 g. 4" 4" 1 g. 1 g. 1 g. 1 g. 1 g. 30' high by 15' widA.R Prr9oVwailli b '� >t. Director + -- Approval Date 01/2z./18 U U Minimum 6' high w[ i grM t u re Erick Serr no Z W (CA native cultivars) 'Purple Gleam', 'Pink Chiffon', others Syn.: Verbena lilacina 4. At least 80% of the plants proposedwithin non -turf areas are native or low water -use. Teucrium chamaedrys Teucrium cossonii Acacia stenophylla Aspidistra elatic resine herbsti Calathea lancifolia Echeveria elegans Polystichum setiferum se M rger O W UJ > '% I) O W 0— U LO O> U =J U C: �� Q � � W Z o U O W U Z REVISIONS: Rev# Notes Date 1A Planning comments 01.24.2018 Issue: For Planning Review Project ID: Wunderlich Scale: As noted Drawn by: sbgi Reviewed by: MM Plot date: 11/01/2017 Sheet Title: PLANTING PLAN Sheet No.: L2