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11040139C®VERSH EET 11040139-P W ►_ 20230 STEVENS CREEK BLVD STANDARD ABBREVIATIONS GENERAL NOTES A.B. ANCHOR BOLT Q.T. QUARRY TILE 1 EXISTING CONSTRUCTION DATA HAS BEEN OBTAINED IN THE FIELD BY VISUAL MEANS ONLY. DIMENSIONS AND • • A.C. ASPHALTIC CONCRETE FTG. FOOTING QTR. QUARTER® EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED ON THE JOB SITE BY EACH CONTRACTOR. ERRORS, ACOUS. ACOUSTICAL FURN. FURNACE QUAL. QUALITY A.D. AREA DRAIN FURR. FURRING DEMOLITION PLAN FOR, OMISSIONS, OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE WORK BEGINS OR SUPPLIES ADJ. ADJUSTABLE FUT FUTURE R. RADIUS OR RISER ARE ORDERED. A.E.S.S. ARCH. EXPOSED STRUCT STEEL A.F.F. ABOVE FINISHED FLOOR GA. GAUGE R.B. ROOF BEAM AGGR. AGGREGATE GALV. GALVANIZED R.C.P. REINFORCED CONCRETE PIPE 2• ALL DISCREPANCIES BETWEEN DRAWINGS SHALL BE CLARIFIED WITH THE ARCHITECT PRIOR TO PROCEEDING AL. ALUMINUM GB. GRAB BAR R.D. R F N ALT. ALTERNATE G.D. GARBAGE DISPOSAL REF. REFERENCE WITH WORK. APPROX. APPROXIMATE GL. GLASS REFR. REFRIGERATOR ARCH. ARCHITECTURAL G.L.B. GLUED LAMINATED BEAM REINF. REINFORCE 3• IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN OR DETAILED ON THE 2 6 5 7 SPRING STREET REQ'D. REQUIRED ASB. ASBESTOS GND. GROUND RESIL. RESILIENT DRAWINGS OR CALLED FOR IN THE GENERAL NOTES, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME ASPH. ASPHALT GR. GRADE RGTR. REGISTER CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR. REDWOOD CITY, CA 94063 G.S.M. GALVANIZED SHEET METAL R.H. ROBE HOOK BD, BOARD GYP. BD. GYPSUM BOARD R.H.W.S ROUND HEAD WOOD SCREW T: 650.365.0600 F: 650.365.0670 BET. BETWEEN RROOM 4• REPAIR, REPLACEMENT AND/OR PATCHING IN EXISTING AREAS ARE TO MATCH SUBSTRATE AND ADJACENT FINISH. BITUM. BITUMINOUS HE HOSE BIB R.O.O ROUGH OPENING BLDG. BUILDING H.C. HOLLOW CORE R.O.W. RIGHT OF WAY 5• VERIFY ELECTRICAL, MECHANICAL AND FIRE ALARM REQUIREMENTS BEFORE WORK BEGINS. ELK. BLOCK HD, HEAD RSWN. RESAWN BLKG. BLOCKING HDR. BD. HEADERBOARD RWD. REDWOOD BM. BEAM HDWR. HARDWARE R.W L. RAIN WATER LEADER 6 WORK SHALL BE PERFORMED IN CONFORMANCE WITH LOCAL, COUNTY, STATE, AND FEDERAL CODES, LAWS AND Project Description: BN. BULLNOSE H.I.D. HIGH INTENSITY DISCHARGE REGULATIONS APPLICABLE TO THIS WORK, INCLUDING CBC 2010 PARTS 1 THROUGH 5. SOT. BOTTOM H.M.' HOLLOW METAL S. SOUTH APpleg Inc. CAB. CABINET SA.S. SURFACED 4 SIDES 7. ALL DIMENSIONS SHOWN RELATING TO EXISTING CONSTRUCTION ARE APPROXIMATE. FIELD VERIFY ACTUAL HORIZ. HORIZONTAL S.A. SLEEVE ANCHOR C.B. CARRIAGE BOLT OR CEILING BEAM OR CATCH BASIN H.O. HOLD OPEN S.C. SOLID CORE HEALTH AND WELLNESS CENTERDIMENSIONS. Health and Wellness H.P.S. HIGH PRESSURE SODIUM S.C.D. SEE CIVIL DRAWINGS Center CEM. CEMENT HR. HOUR SCHED. SCHEDULE 8. ANY ITEM OR WORK NOT NOTED AS "EXISTING" (E) SHALL BE NEW mer CER. CERAMIC H.S.B. HIGH STRENGTH BOLTS S.D. SOAP DISPENSER OR CG. CORNER GUARD HT. HEIGHT SMOKE DETECTOR C.I. CAST IRON HTR. HEATER SDG. SIDING C.J. CEILING JOIST OR H.W. HOT WATER SECT. SECTION 20230 Steven s Creek B lvd CONTROL JOINT HWD. HARDWOOD SEL. SELECT Cupertino, CA, 9u APPLE INC CKT CIRCUIT SH. SHELF OR CC CLG. CEILING I.D. INSIDE DIAMETER (DIM.) SHELVING 0� CLKG. CAULKING IN.OR (") INCH SHR. SHOWER 20230 STEVEN S CREEK BLVD CLR. CLEAR INCL. INCLUDE SHT SHEET C.M.P. CORRUGATED METAL PIPE INSUL. INSULATION SHTH. SHEATHING ISSUED FOR DEMOLITION PERMIT C.M.U. CONCRETE MASONRY UNIT INT. INTERIOR SIM. SIMILAR Description C.O. CLEANOUT OR CASED OPENING INV INVERT SL. SKYLIGHT COL. COLUMN S.L.D. SEE LANDSCAPE DRAWINGS 04.19.2011 CONC. CONCRETE JAN. JANITOR S.M.S. SHEET METAL SCREW CONN. CONNECTION J.H. JOIST HANGER S.N.D. SANITARY NAPKIN DISPENSER C RT NO CA 9 CONST. CONSTRUCTION JST. JOIST S.N.R. SANITARY NAPKIN RECEPTACLE UP 1 501 CONT. CONTINUOUS JT. JOINT S.P. SOIL PIPE CORR. CORRIDOR SPEC. SPECIFICATION(S) C.O.TG. CLEAN OUT TO GRADE KD. KILN -DRIED SQ. SQUARE CR CARD READER KIT. KITCHEN S.S.D. SEE STRUCTURAL DRAWINGS CSK. COUNTERSINK K.O KNOCKOUT S.SK. SERVICE SINK C.T. COLLAR TIE K.P. KICK PLATE C.W. COLD WATER S.STL. STAINLESS STEEL LAM. LAMINATE(D) STA. STATION D. DRYER LAV. LAVATORY STD. STANDARD Sheet Revisions: DBL. DOUBLE LKR, LOCKER STL, STEEL Q DEPT. DEPARTMENTSTOR STORAGE L.P.S. LOW PRESSURE SODIUM DET DETAILL.S. LAG SCREW STRUCT STRUCTURAL D.F. DOUGLAS FIR OR LT. LIGHT SURF. SURFACE DRINKING FOUNTAINMAX, MAXIMUM SUSP. SUSPEND DIA. DIAMETERM.B. MACHINE BOLT SYM. SYMBOL OR SYMMETRICAL DIM. DIMENSIONSYS. SYSTEM DISP. DISPENSER M.C. MEDICINE CABINET MECH. MECHANICAL ON. DOWN MED. MEDIUM T&B TOP AND BOTTOM D.O. DO OVER (DITTO)T&G TONGUE AND GROOVE DR. DOOR MEMS. MEMBRANE T. TREAD MFFR.R. MANUFACTURER rn DS. DOWNSPOUT MMEZZANINE TEMPERD GLASS D.S.P. DRY STANDPIPE M.H. METAL HALIDE OR MANHOLE T.B. TOWEL BAR DW DISHWASHER M.I. MALLEABLE IRON TEL. TELEPHONE DWG. DRAWING MIN. MINIMUM THK. THICK(NESS) DWR. DRAWER MIR MIRROR THRU THROUGH E. EAST MISC. MISCELLANEOUS T.O.C. TOP OF CURB E. EACH M.O. MASONRY OPENING T.O.P. TOP OF PAVEMENT E.J. EXPANSION JOINT MTD. MOUNTED T.O.W. TOP OF WALLDEMOLITION Reference Revisions: T.P.H. TOILET PAPER HOLDER EL. ELEVATION MTL. METAL T.P.D TOILET PAPER DISPENSER PERMIT. ELECT. ELECTRICAL MUL. MULLION ELVR. ELEVATOR M.V. MERCURY VAPOR TV TELEVISION TYP. TYPICAL EMER. EMERGENCY N NORTH ENCL. ENCLOSURE E.O.S EDGE OF SLAB (N) NEW U.L. UNDERWRITER'S LABORATORIES E.P. ELECTRICAL PANELBOARD N.I.C. NOT IN CONTRACT UNFIN. UNFINISHED EQ. EQUAL NO. OR # NUMBER U.O.N. UNLESS OTHERWISE NOTED M DEPAFrrMENr EQUIP. EQUIPMENT NOM. NOMINAL UR. URINAL 04919oll i EST. ESTIMATE N.T.S. NOT TO SCALE BUILDING G D(VllSI4Pd - CUf� EXT. EXCAVATE V.C.T. VINYL COMPOSITION TILE EXH. EXHAUST VERT. VERTICAL APPROVED O/ OVER EXH. (E) EXISTING OA. OVERALL VEST VESTIBULEft EXP. EXPOSED OR EXPANSION OBS. OBSCURE O.C. ON CENTER V.I.F. VERIFY IN FIELD EXT. EXTERIOR 'This set of in� GOplans 8 i s s Y V.G. VERTICAL GRAIN �O� SI1� duringIi Cfioil. It is unlawful make FA. FIRE ALARM O.D. OUTSIDE DIAMETER (DIM.) V.P. VENT PIPE SSS o$' ai$63 approval S� �� �ijf�1e OFF. OFFICE V W.A. VERIFY WITH ARCHITECT therefrom, without the ding Offlold FAB. FABRICATE OH. OVERHEAD F.A.U. FORCED AIR UNIT O.H.W.S OVAL HEAD WOOD SCREW W WASHING MACHINE OR WEST OR Stamping F.B. FLAT BAR OP OPENING WIDTH Ihe W/ WITH be held to p r it or to be ROSapproval of the viopecifications l NOT F.0 FACE OF CURB OPP. P. OPPOSITE W/O WITHOUT F.D. FLOOR DRAIN P.D.S. POWER DRIVEN STUD W.A. WEDGE ANCHOR Of y provisions, of any City Ordin a Law. FDN. FOUNDATION P.E.N. PLYWOOD EDGE NAILING WC. WALL COVERING OR WATER CLOSET _ A---- F.E. FIRE EXTINGUISHER By F.E.C. FIRE EXTINGUISHER CABINET PERF. PERFORATED WD. WOOD F. F. FINISH FLOOR PL. PLATE OR PROPERTY LINE W.H. WATER HEATER .� � � _G F.G. FLOOR GIRDER RLAM. PLASTIC LAMINATE WP, WATERPROOF F.H.C. FIRE HOSE CABINET PLAS. PLASTER WR. WASTE RECEPTACLE OR WATER ITNO. F.H.W. S. FIAT HEAD WOOD SCREW PLYWD• PLYWOOD RESISTANTnow N. FINISH P.M.E. PATCH TO MATCH EXISTING WS. WEATHERSTRIPPING FIPR. PAIR WSCT. WAINSCOT FIN. FIXTURE FLASH. FLASHING PRCST, PRE -CAST WT. WEIGHT FLA. FLOORING) PREFAB. PREFABRICATED W.W.F. WELDED WIRE FABRIC FLUOR. FLUORESCENT PROP. PROJECT F.O.C. FACE OF CONCRETE PROP. PROPERTY XFMR. TRANSFORMER PT. POINT F.O.F. FACE OF FINISH F.O.H.C. FREE OF HEART CENTER P.T.D. PAPER TOWEL DISPENSER YD. YARD F.O.S. FACE OF STUD P.T.D.F. PRESSURE TREATED DOUGLAS FIR FP. FIREPLACE PTH.. PARTITION FPRF. FIREPROOF P.T.R. PAPER TOWEL RECEPTACLE F.S. FULL SIZE (� OR FT. FEET OR FOOT i t PROJECT CONSULTANTS PROJECT INFORMATION SYMBOL LEEGEND VICINITY MAP DRAWING INDEX PROJECT DESCRIPTION: INTERIOR DEMOLITION OF (E) WALLS, OWNER APPLE INC. CASEWORK, CEILING, LIGHTING, AND DOOR MARK WORK, CONTROL, o 1 INFINITE LOOP DOORS FOR PORTION OF INTERIOR & DATUM POINTQ g ~ v ~ Pear Tree Ln A0.1 COVER SHEET MAILSTOP 47 -2 -DDC SPACE.rA_� —a' �' A0.2 CITY OF CUPERTINO BEST MANAGEMENT PRACTICES CUPERTINO, CA 95014 l^� — — —WINDOW MARK p v a9 408.862.9799 PH APN: 369-02-031 R PROPERTY LINE, Z v° TOP OF PLATE c A1.0 DEMOLITION PLAN 408.974.8870 FAX 4 / DETAIL NUMBER a 0 CONTACT: LANCE KIM ZONING: P (COM, OFF, RES 15-30) DETAIL REFERENCE LazaneoDr Forest Ave z CL A' LANCE.KIM@APPLE.COM A8.1 CENTER LINE –0.a CONSTRUCTION TYPE: TYPE VB, 2 S TORIES � SHEET NUMBER pin.,; n.,=, ARCHITECT HAYES GROUP, INC. 2657 SPRING STREET FIRE SPRINKLERS: FULLY SPRINKLERED DIMENSION POINT - FULLY SECTION NUMBER TO F.O.F.- TYP. Alves Or REDWOOD CITY, CA 94063 o` 650.365.0600 PH OCCUPANCY: B— SECTION REFERENCE Co co Wheaton D A3.1 650.365.0670 FAX '- SHEET NUMBER DIMENSION POINT- > z CONTACT: KEN HAYES x:15 BUILDING CODES: 2010 CBC (BASED ON 2009 IBC) TO F.O.S. KHAYES@THEHAYESGROUP.COM 2010 CMC (BASED ON 2009 UMC) 2010 CPC (BASED ON 2009 CPC) OFFICE ROOM NAME MATCH LINE - Stevens Creek Blvd Stett�lS' �r�2�C Bfvd Stevens Creek Blvd :, 2010 CFC (BASED ON 2009 IFC) SHADED PORTION U CONSULTANT JAIN MALKIN, INC. 2010 CALIFORNIA ENERGY CODE 100 ROOM NUMBER a' ARCHITECT 5070 SANTA FE STREET IS SIDE CONSIDERED2010 CEC (BASED ON 2008 NEC) 0 1 SAN DIEGO, CA 92109 858.454.3377 PH 858.272.6199 FAX ALL APPLICABLE LOCAL, COUNTY, 4 �—ELEVATION NUMBER � � ; CONTACT: JAIN MALKIN STATE AND FEDERAL CODES, LAWS & Scofield Or Cali Ave Bixby Or INTERIOR ELEVATION co JAINMALKIN.COM REGULATIONS A5.1 0` Price Ave JMALKIN '--SHEET SHEET NUMBER COLUMN LINE ►c°v a 0--�-- Sunrise Dr 0 CONTRACTOR DPR CONSTRUCTION, INC. AREA CALCULATIONS: NO CHANGE TO AREA OF BUILDING: v a° 1450 VETERANS BLVD, _ C} Rodrigues Ave Hail Ct u REDWOOD CITY, CA 94063 OVERALL BUILDING AREA = 44,173 SF REVISION WALL MARK to Las ndas Way 650.474.1450 PH AREA OF WORK = 14,512 SF telly Dr E__ Drawing Content Town Center Ln .Vic g ALIGN COVER SHEET 650.474.1451 FAX r°- La Mar Dr La r CONTACT: ROB WESTOVER C. NO. STORIES 1 CLG. HT Somerset Or o d ROBW@DPRINC.COM CEILING HEIGHTCL IN SCOPE: INDICATION 110-4 ELECTRICAL SPRIG ELECTRIC 1860 S. 10TH STREET SAN JOSE, CA 95112 408.298.3134 PH 408.298.2132 FAX CONTACT: JOHN STICE JSTICE@SPRIGELECTRIC.COM SITE MECHANICAL UNITED MECHANICAL, INC. 2185 OAKLAND ROAD SAN JOSE, CA 95131 408.382.7187 PH 408.433.5403 FAX CONTACT' RYAN WALL RYAN@UM11.COM � J P CA - PLUMBING UNITED MECHANICAL, INC. 2185 OAKLAND ROAD SAN JOSE, CA 95131 Job Number 408.228.5045 PH 1115.00 408.433.5403 FAX Scale CONTACT: ZACK PORTERA ZPORTERA@UM11.COM AS NOTED i Drawn By All dmwings and written materials contained herein constitute the original & unpublished work of the Architect and the same may not be duplicated, used or disclosed without the written consent of the Architect. (D Hayes Group Drawing Number A0.1 ORDINANCE OF THE CITY OF CUPERTINO FOR NONPOINT SOURCE POLLUTION &WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Discharge into the storm drain prohibited It is unlawful to discharge, or cause, allow, or permit to be discharged into any storm drain or natural outlet or channel all waste, including but not restricted to, sewage, industrial wastes, petroleum products, coal tar or any refuse substance arising from the manufacture of gas from coal or petroleum, chemicals, detergents, solvents, paints, contaminated or chlorinated swimming pool water, pesticides, herbicides and fertilizers. 9.n.o90 violation Any person who violates any provision of this chapter is quilty of a misdemeanor and upon conviction thereof sh ' all be punished as provided in Chapter 1.12 of this code 9.19.100 Civil penalty for violation Any person who violates any provision of this chapter or any provision of any permit issued pursuant to this chapter shall be civilly liable to the City in a sum not to exceed the amounts provided for in Government Code Section 54740 and/or 54740.5 [up to $26,000 per day per violation]. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, asecab and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the city under State and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to City's Environmental Management.. Account. 9.19.101 Civil penalty for illicit discharges Any person who discharges pollutants, in violation of this chapter, by the use of illicit connections shall be civilly liable to the City in a sum not to exceed twenty-five , thousand dollars per day per violation for each day in which such violation occurs. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, assess and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the City under State and Federal law and local ordinances. Funds collected pursuant to this secbon shall be paid to City's Environmental Storm Management Account. Cupertino Building Dept: 408-777-322t Public Works Dept: 408-777-3354 Santa Clara County Recycling Hotline: $00-533-8414 wmw.reducewasta.ara www-.rgcyclestuff.com Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer Distr 1 408-253-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State Office of Emergency Services 1-800-852-7550 (24 hrs) Report spills to 911 2 Storm Drain Pollution from Construction Activities Construction sites are commori-sources of storm water pollution. Materials and wastes that blow or wash into a storm drain, gutter, or street have a direct Impact on 'tocal creeks and the Bay. As a contractor, or site supervisor, owner or operator of a'site, you may be responsible for any environmental damage caused by your subcontractors or employees. General Principles C) Keep an orderly site and ensure good housekeeping practices are used. Q Maintain equipment properly. El Cover materials when they are not in use. U Keep materials away from streets, storm drains and drainage channels. U Ensure dust control water doesn't leave site or discharge to storm drains. Advance Planning To Prevent Pollution L3 Schedule excavation and grading activities for dry weather periods. To reduce soil erosion, plant temporary vegetation or place other erosion controls before rain begins. Use the Erosion and Sediment Control Manual, available from the Regional Water Quality Control Board, as a reference. E3 Control the amount of runoff crossing your site (especially during excavationl) by using berms or temporary or permanent drainage ditches to divert water flow around the site. Reduce stormwater runoff velocities by constructing temporary check dams or berms where appropriate. 0 Train your employees and subcontractors. The city can provide brochures about these issues for you to distribute to workers at your construction *site. Inform your subcontractors about the stormwater requirements and their own responsibilities. Use Bluopfint for a Clean Bay, a construction best management practices guide available at our Building Dept. counter. Storm Drain Pollution from Paints, Solvents, and AdhesWas AJI 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 or from cleaning residues 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. Ha�hdling Paint Products 0 Keep all liquid paint products and wastes away from the gutter, street,. and storm drains. I Painting Clwnup El Never clean brushes or rinse paint containers Into a street, gutter, storm drain, French drain, or creek. U For water-based paints, paint out brushes to the extent possible, and rinse into an inside sink drain that goes to the sanitary sewer. 13 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 h3zardous waste. VVhen thoroughly dry, empty paint cans, used brushes, rags, and drop cloths.may be disposed of as garbage - contamination at tne source. uover exposea piles ot soil or construction materials with plastic sheeting or temporary roofs. Before it rains, sweep and remove materials from surfaces that drain to storm drains, creeks, or channels. E3 Keep pollutants off exposed surfaces. Place trash cans and recycling receptacles around the site to minimize litter. 0 Clean up leaks, drips and other spills immediately so they do not contaminate soil or groundwater or leave residue on paved surfaces. Use dry cleanup methods whenever possible. If you must use water, use just enough to keep the dust down. U Cover and maintain dumpsters. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. Never clean out a dumpster by hosing it down on the construction site. 0 Place portable toilets away from storm drains. Make sure portable toilets are in good working order. Check frequently for leaks. MaterialslWaste Handling L3 Practice Source Reduction - minimize waste when you order materials. Estimate carefully. U Recycle excess materials, whenever possible, such as concrete, asphalt, scrap metal, solvents, degreasers, cleared vegetation, paper, rock, and vehicle maintenance materials such as used oil, antifreeze, batteries, and tires: WmseLducewaste.orc for info. Q Dispose of all wastes properly. Materials that cannot be recycled must be taken to an appropriate landfill or disposed of as hazardous waste. Never bury waste materials or leave them in the street or near a creek or stream bed. Permits [3 In addition to local grading and building permits, you will need to obtain coverage under the State's General Construction Activity Stormwater Permit if your construction site's disturbed area'totals 6 acres or more. Information on the General Permit can be obtained from the Regional Water Quality Control Board. (This criteria will change to one acre as of Mar. 2003.) Landscaping/Garden Maintenance E3 Protect stockpiles and landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting. LJ Schedule grading and excavation projects during dry weather. E3 Use temporary check dams or ditches to divert runoff away from storm drains. Q Protect storm drains with sandbags, gravel - filled bags, straw wattles, or other sediment controls. L3 Re -vegetation is an excellent form of erosion control for any site. 0 Store pesticides, fertilizers, and other chemicals indoors or in a shed or storage cabinet. 0 Use pesticides sparingly, according to instructions on the label. Rinse empty containers, and use rinsewater as product. Dispose of rinsed, empty containers in the trash. Dispose of unused pesticides as hazardous waste. L3 In Cupertino, residents with curbside recycling can collect lawn, garden and tree trimmings in yardwaste toters. Yardwaste will be collected and composted by the city's contractors. Residents are encouraged to compost yardwaste on-site themselves. Or take yardwaste to a landfill where it will be composted. L3 Landscape contractors should take clippings and pruning waste to a landfill that composts yard waste (13171's Newby Islaind and Zahker Rd. landfill are the nearest). Q Do not blow or rake leaves into the street. Storm Drain Pollution from Landscaping and Swimming Pool Maintenanca Many landscaping activities expose soils and increase the likelihood that earth and garden chemicals will run off into the storm drains during irrigation or when it rains. Swimming pool water containing chlorine and copper -based algaecides should never be discharged to storm drains. These chemicals are toxic to aquatic life. PoollFountainlSpa Maintenance Draining pools or spas When it's time to drain a pool, spa, or fountain, please be sure to call the Cupertino Sanitary District before you start for further guidance on flow rate restrictions, backfiow prevenfion, and handling special cleaning waste (such as acid wash). Discharge flows should be kept to the low levels typically possible through a garden hose. Higher flow rates may be prohibited by local ordinance. U Never discharge pool or spa water to a street or storm drain; discharge to a sanitary sewer cleanout. E3 If possible, when emptying a pool or spa, let chlorine dissipate for a few days and then recycle/reuse water by draining it gradually onto a landscaped area. 13 Do not use copper -based algaecides. Control algae with chlorine or other alternatives, such as sodium bromide, Filter Cleaning Q Never clean a filter in the street or near a storm drain. Rinse cartridge and diatomaceous earth filters onto a dirt area, and spade filter residue into soil. Dispose of spent diatomaceous earth in the garbage. U If there is no suitable dirt area, call Cupertino Sanitary for instructions on discharging filter backwash or rinsewater to the sanitary sewer. Soil excavation and grading operations loosen large amounts of soil that can flow or blow into storm drains when handled improperly. Sediments in runoff can clog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay. Effective erosion control practices reduce the amount of runoff crossing a site and slow the flow with check dams or roughened ground surfaces. Practices During Construction 13 Remove existing vegetation only when absolu�ely necessary. Plant temporary vegetition for erosion control on slopes or wherebonstruction is not immediately planned. L) Protect downslope drainage courses., streams., and storm drains vAth wattles, or temporary drainage swales. Use check dams or diic�is to divert runoff around excavations. Refer to the Regional Water Quality Control Board's Erosion and Sediment Control Field Manual for proper erosion and sediment control measures. U Cover stockpiles and excavated soil with secured tarps or plastic sheeting. Paint Removal E3 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. 0 Chemical paint stripping residue, and chips and dust from marine paints, or paints containing lead, mercury or tributyl tin must be disposed of as hazardous wastes. Lead based paint removal requires a state -certified contractor. When stripping or cleaning building exteriors with high-pressure water, block storm drains. Direct washwater onto a dirt area and spade into soil. Or, check wfth Cupertino Sanitary District to find out if you can mop or vacuum the washwater and dispose of it in a sanitary sewer drain. Sampling of the washwater may be required. Washwaterfrom painted buildings constructed before 1978 can contain high amounts of Lead, even if paint chips are not present Before you begin stripping paint or cleaning pre -1 978 building wderiars, with water under high pressure, test paint for lead by taldng paW scrapings to a local laboratory. (See Yellow Pages for a state-certiffied laboratory.) 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 sanitary sewer, or if you must send it ofWde for disposal as hazardous waste. Paint Dispicisal, Retum or Donaffon E3 E)ispose of unwanted liquid paint, thinners, solvents, glues, and cleaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm: 299-7300). Ll Or Return to supplier. (Unopened cans of paint may be able to be retumed. Check with the vendor regarding its "buy-bacK' policy.) U Donate -excess paint (call 299-7300 to donate.) General Business Praciffbes Owevdap and implement enraosla_m(smedimept control plans for roadvvay embankmdnts. El Schedule excavation and grading work during dry weather. Cl Check fbr and repair leaking equipment 0 Perform major equipment repairs at designated areas in your maintenance yard, where cleanup is easier. Avoid performing equipment repairs at constructon sites. C3 Men fefueling or when vehicle/equipment maintenance must be done on site, designate a location aviray from stoffn drains and creeks. Do not use diesel oil to lubricate equipment parts or dean equipment. Recycle used oil, concrete, broken asphalt etc. whenever possift or dispose of properly. (wvvw.recydestuff.com for list of recycling companies.) Asphalffig=mte Removal L3 Avoid creating excess dust when breaking asphalt or concrete. U After breaking up old' pavement be sure to remove all chunks and pieces. Make sure broken' pavement does not come in contact vAth rainfall or runoff. L3 When making saw cuts, use as little water as possible. Shovel or vacuum saw -cut slurry and remove from the ske. Cover or protect storm drain iniets during saw -cutting. Sweep up, and properly dispose of, all residues. U Sweep, never hose down streets to dean up tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquor in storm drains., Road paving, surfacing, and pavement removal happen right in the street, where there are numerous opportunities fbr asphalt saw -cut slurry, or excavated material to illegally enter storm drains. Extra planning is required to store and dispose of materials properly and guard against pollution of storm drains, creeks, and the Bay. Dudng Consbuciffon U Avoid paving and seal coating in wet weather, or when rain is forecast to prevent fresh materials tom contacting storrnvvater runoff. U Cover and seat catch basins and tmnholes when applying seal coat, slurry seal, fbg seal, or similar materials. 0 Protect drainage ways by using earth dikes, sand bags, or other controls to divert or trap and filter runoff. C1 Never wash excess material from exposed - aggregate concrete or similar treatments into a street or stonn drain. Collect and recycle, or dispose to dirt area. U Cover stockpiles (asphalt, sand, etc.) and other construction materials vAth plastic tarps. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berms Q Park paving machines over drip pans or absorbent material (cloth, rags, etc.) to catch drips when not in use. Ll Clean up all spills and leaks using "dry" methods (with absorbent materials andfor rags), or dig up, remove, and propedy dispose of contaminated soil. Q Collect and recycle or appropriately dispose of excess abrasive gravel or sand, ??? U Avoid over -application by water trucks for dust control. Storm Drain Pollution from Fresh Concrete and Mortar Applications Fresh concrete and cement -related mortars that wash into lakes, streams, or estuaries are toxic to fish and the aquatic environment. Disposing of these materials to the storm drains or creeks can block stoffn drains, causes serious problems, and is prohibited by law. General Business Practices 0 Wash out concrete mixers only in designated washout areas in your yard,away from storm drains and waterways, where the water will flow into a temporary waste pit in a dirt area. Let water percolate through soil and dispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse. L11 Wash out chutes onto dirt areas that do not flow to streets or drains. Always store both dry and wet matetials under cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry matefials from wind. 13 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. Ll Do not use diesel fuel as a lubricant on concrete forms, tools'. or trailers. From Dewatering Activities Contaminated groundwater is a common problem in the Santa Clara Valley. Depending on soil types and site history, groundwater pumped from construction sites may be contaminated with toxics (such as oil or solvents) or laden with sediments. Any of these pollutants can harm wildlife in creeks or the Bay, or interfere with wastewater treatment plant operation. Discharging sediment -laden water from a dewatering site into any water of the state without treatment is prohibited. 1. Check for Toxic Pollutants 0 Check for odors, discoloration, or an oily sheen on groundwater. 0 Ask your building inspector whether the groundwater must be tested. Q If contamination is suspected, have the water tested by a certified laboratory. U Depending on the test results, you may be allowed to discharge pumped groundwater to the storm drain (if no sediments present) or sanitary sewer. OR, you may be required to collect and haul pumped groundwater off.,site for treatment and disposal at an appropriate treatment facility. 2. Check for Sediment Levels U If the water is clear, the pumping time is less than 24 hours, and the flow rate is less than 20 gallons per minute, after receiving the approval of the city inspector, you may be allowed to pump water to the street or storm drain. U If the pumping time is more than 24 hours and- the flow rate greater than 20 qpmn i call Cupertino Sanitary, 253-7071, for guidance. U If the water is not clear, solids must be filtered or settled out by pumping to a settling tank prior to discharge. Options for filtering include: - Pumping through a perforated pipe sunk part way into a small pit filled with gravel; - Pumping from a bucket placed below water level using a submersible pump; - Pumping through a filtering device such as a swim m ing pool filter or filter fabric wrapped around end of suction pipe. 0 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. OR pump water through a grassy swale prior to discharge. During Constructfon 0 Don't mix up more fresh concrete or cement than you will use in a two-hour period. 13 Set up and operate small mixers on tarps or heavy plastic drop cloths. L3 When cleaning up after driveway or sidewalk construction, wash fines onto dirt areas, not down the driVeway or into the street or storm drain. L3 Protect applications of fresh concrete and mortar from rainfall and runoff until the material has dried. 0 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 blocking a storm drain inlet. If necessary, divert runoff with temporary berms. Make sure runoff does not reach gutters or stonn drains. When breaking up pavement, be sure to pick tip all the pieces and dispose of properly. Recycle large chunks of broken concrete. See EM.reducewaste. for info on recyclers. L3 Never bury waste mate6al. Dispose of small amounts of excess dry concrete, grout, and mortar in the trash. U Never dispose of washout into the street, storm drains, drainage ditches, or streams. Stormwater Pollution -from Heavy Equipment on Construction Sites Po6-.rly maintained vehicles and heavy eq I ujpment that leak fuel, oil, antifreeze or otfi4i-fluids on the construction site are I com: m. on sources of storm drain pollution. Prevent spills and leaks by isolating equipment from runoff channels, and by watching for leaks and other maintenance pro6lems. Remove construction equipment from-Ahe site as soon as possible. site ' Planning and Preventive Vehicle Ma* tenance U D'esignate one area of the construction site, well away from streams or storm drain inlets, for auto and equipment parking, refueling, and routine vehicle and equipment maintenance. Contain the area with berms, sand bags, or other barriers. U Maintain all vehicles and heavy equipment. Inspect frequently for and repair leaks. Ll Perform major maintenance, repair jobs, and vehicle and equipment washing off-site, where cleanup is easier. (3 If you must drain and replace motor oil, radiator coolant, or other fluids on site, use drip pans or drop cloths to catch drips and spills. Collect all spent fluids, store in separate containers, and properly dispose as hazardous waste (recycle whenever possible). (3 Do not use diesel oil to lubricate equipment parts, or clean equipment. Use only water for any onsite cleaning. Q Cover exposed fifth wheel hitches and other oily or greasy equipment during rain events. Spill Cleanup U Clean up spills immediately. Ll Never hose down "dirty" pavement or impermeable surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags) whenever possible and properly dispose of absorbent m ate ria Is. L1 Sweep up spilled dry materials immediately. Never attempt to "wash them away" with water, or bury them. 0 Use as little water as possible for dust control. Ensure water used doesn't leave silt or discharge to storm drains. Ll Clean up spills on dirt areas- �y digging up and properly disposing of contaminated Soil. Ll Call 911 for significant spills L1 If the spill poses a significant hazard to human health and safety, property or the environm ent,'you must also report it to the State Office of Emergency Services. 7 �; D T 1�,D SHEET. - A062 ME: R A4D I I I 1 I I 1 I 1 I I 1 I ( ( I 1 1 I I I f i I 1 1 (E) I l l ®! 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ROOM 20 I I I E WOMEN'S 111 ;I 1 , ' t'ia I •, ' ' r r I r 15 nll ;; 1 11 I ,,,, ff ' 11 , „ (E) OFFICE I �Pi 9 NP-_L'�1 11 1 r oraa 1 tl 111 1 r 11 ,I .' , boa- 11 ,1 r n„ Il oa __ _ _ - - -- -- -- -- --'-- --' - --.----'--'--'-- -t= _ __ ��'-- -f =_ __ /L_�=_�-'--E_� _--�L_-= -- --- - =- - --L�=�c�3�i'--�--' L(oamermr=.__ _- - - -'--' -.-� ' l" I - E I I I w 1 2 3 4 5 8 19 ^"- 1======_=--�fi� _____ ----=� __===_=� - I l n 1 I f ' U l+ n 1 I I ' H 1+ 11 f 1+ ' H I 1 11 1 1 1 I ! 11 U if H / 1 1 n l l U ( I I H l t ,t I t l Nl It ,, ++ . It n It11ii-9ili°-' it If 11 I ii `_9ii " I 11 I I I 1 ii ii ifi ii ii I ii ii 1 ii I ( I tl ,1 t'I 11 11 11 tl tl 1 I f , I III 1 1 t l 11 I f i I ;; (E) OFFICE ;; (E) OFFICE ;1; (E) OFFICE ;; (E) OFFICE ;; (E) O FICE ;; (E) OFFICE ;; (E) OFFICE ;; I I I 11 It 11 II 11 II 11 ,I (E) OFFICE � I11 All,I 1 17- (E) OFFICE (E) OFFICE (E) OFFICE (E) OFFICE GENERAL DEMOLITION NOTES DEMOLITION LEGEND 2657 SPRING STREET 1. THE INTENT OF THE DEMOLITION PLAN IS TO SHOW THE GENERAL NATURE 17. IF ANY EXISTING FIRE RATED MATERIAL IS DAMAGED DURING T: 650.365.0600 F: 650.365.0670 OF THE SCOPE OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION THE MATERIAL SHALL BE REPLACED TO MATCH EXISTING. Apple, Inc. EXISTING CONSTRUCTION TO REMAIN VISITING THE JOB SITE TO VERIFY THE EXISTING CONDITION. NOTIFY THE Center 20230 Steven's Creek Blvd. ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 18. REMOVE ALL SUSPENDED TILE CEILINGS & GRID. EXISTING ROOF DECK Description ISSUED FOR DEMOLITION PERMIT 04.19.2011 INSULATION ABOVE TO REMAIN. -"- -------------- - - --- EXISTING CONSTRUCTION/FIXTURES/EQUIP. 2. COMPLY WITH ANSI A10.6 "AMERICAN NATIONAL STANDARD SAFETY TO BE REMOVED U.N.O. REQUIREMENTS FOR DEMOLITION". 19. REMOVE ALL (E) SUPPLY & RETURN GRILLS & REGISTERS. EXISTING MAIN r, 3. REPLACE SECTIONS OF DAMAGED CONCRETE FLOOR TOPPING AND FILL SUPPLY & RETURN DUCTS TO REMAIN�� EXISTING DOOR & FRAME & SIDELIGHT & HARDWARE VOIDS W/ COMPATIBLE FLOOR LEVELING PRODUCTS WHERE OCCUR. 20. FIRE LIFE SAFETY TO REMAIN OPERATIONAL DURING DEMOLITION TO BE REMOVED Reference Revisions: 4. SEE OWNER FOR DEMOLISHED ITEMS TO BE SAVED FOR REUSE. ALL OTHER DEMOLISHED ITEMS BECOME THE PROPERTY OF THE GENERAL CONTRACTOR. 21. GENERAL CONTRACTOR SHALL KEEP EXISTING SPRINKLER (E) AREA TO REMAIN. NO WORK. SYSTEM INTACT AND MAINTAIN COVERAGE AS REQUIRED DURING 5. COMPLY W/ "CUPERTINO BEST MANAGEMENT PRACTICES" REQUIREMENTS DEMOLITION. FOR DEMOLITION. R 6. REMOVE EXISTING PLUMBING EQUIP., FIXTURES, ACCESSORIES, AND 22• NOT USED i ASSOCIATED UTILITIES WHERE NOTED. CAP PIPING TO PREPARE FOR NEW 23. CONFIRM (E) ELECTRICAL / SECURITY / TELEPHONE / DATA SERVICES TO DEMOUTION PLAN SMOOTH FINISH. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS REMAIN W/ OWNER DURING DEMO. TRACE ALL LINES AND FIELD MARK TO A 1' 9 PR 201 LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING & DISPOSAL REMAIN 1115.00 REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS & FEES. AS NOTED Drawn By 7. REMOVE (E) LIGHTING ELECTRICAL EQUIP., FIXTURES, DEVICES & DISTRIBUTION 24. (E) FIRE RISER AND MAINS TO REMAIN All drawings and written materials contained herein constitute the original & unpublished work of the Architect and the same may not be duplicated, used or disclosed without the written consent of the Architect. © Hayes Group SYSTEM BACK TO NEW SERVICE PANEL AS REQ'D. Al r 8. REMOVE (E) MECH. EQUIP., REGISTERS, ASSOCIATED DISTRIBUTION SYSTEMS 25. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL & PLUMBING AND UTILITIES AS REQUIRED. DRAWINGS FOR SPECIFIC DEMOLITION NOTES REGARDING THESE 9. ANY ITEM IDENTIFIED TO BE DEMOLISHED, REMOVED OR RELOCATED IS TO DISCIPLINES. DEMOLITION PLAN KEYNOTES BE COMPLETELY REMOVED, INCLUDING BUT NOT LIMITED TO ANY 26. UNIDENTIFIED ITEMS: SHOULD ANY UNIDENTIFIED ITEM BE ENCOUNTERED CONCEALED ITEMS (PIPES, CURBS, FRAMING, BEAMS, FASTENERS, ETC.). DURING DEMOLITION OR CONSTRUCTION, DO NOT PROCEED UNTIL THE 1 O DEMO ALL (E) CARPET, CARPET BASE, AND RESILIENT FLOORING.15 DEMO (E) STEPPED PLATFORM ALL ITEMS WITHIN A DEMOLISHED AREA THAT MUST BE REROUTED IN ORDER OWNER HAS BEEN NOTIFIED & DIRECTION HAS BEEN GIVEN. TO MAINTAIN CONTINUITY SHALL BE DONE SO IN ACCORDANCE WITH APPROPRIATE SECTIONS IN THE PROJECT MANUAL. IF NO SPECIFICATION CAN BE FOUND WITHIN THE PROJECT MANUAL, THEN CONTINUITY SHALL BE MAINTAINED BY CURRENT STANDARD METHODS FOR CONSTRUCTION BUT 27, SCHEDULE ALL SERVICE SHUTDOWNS WITH THE OWNER. NOTIFY OWNER A MINIMUM OF 72 HOURS PRIOR TO ANY SHUTDOWNS. OEXIT DEMO ALL (E) SUSPENDED CLG TILE, GRID, SIGNS & CABLE TRAY. 16 DEMO (E) TILE FLOORING AND TILE WALL BASE NOT LESSER IN QUALITY THAN EXISTING. ANY AREA OF DEMOLITION SHALL BE LEFT IN A COMPLETELY FINISHED CONDITION. 28. SEE OWNER PROVIDED ASBESTOS & LEAD SURVEY REPORT. ANY O DEMO/ RE-ROUTE (E) MECH. DUCTS WHERE 17 DEMO (E) WOOD RAILING ASBESTOS LADEN MATERIAL TO BE MODIFIED OR REMOVED SHALL BE NECESSARY. REMOVE ALL(E) AIR DIFFUSERS. REMOVED COMPLETELY & DISPOSED OF BY AN AWARENESS TRAINED & CERTIFIED CONTRACTOR. DISPOSAL SHALL BE IN STRICT ACCORDANCE WITH ODEMO ALL (E) FIRE EXTINGUISHERS. 18 DEMO (E) STOREFRONT 10. PERFORM ALL DEMOLITION IN AN ORDERLY MANNER. CAUSE NO DAMAGE TO EXISTING CONSTRUCTION TO REMAIN. TAKE CARE NOT TO ALL GOVERNING REGULATIONS. /� 5> DEMO ALL (E) GYP. CEILING 19 DEMO (E) LIGHT FIXTURE ENCROACH ON ADJACENT OCCUPIED AREAS. PROTECT ALL EXISTING FINISHES, DOORS, FRAMES, ETC. WHICH ARE TO REMAIN. 29. COMPLY W! BAY AREA AIR QUALITY BOARDS REQUIREMENTS FOR DEMOLITION.DEMO < �/ O (E) CASEWORK WHERE OCCURS. 20 STRIP (E) WALL FINISH 11. USE ALL MEANS NECESSARY TO PREVENT THE SPREAD OF DUST TO ADJACENT AREAS. CONTRACTOR TO VERIFY (E) THROUGH WALL PENETRATIONS & SEAL AS REQ'D PRIOR TO DEMOLITION. 30. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS LEGALLY OFF THE SITE. COMPLY WITH ALL LOCAL HAULING & DISPOSAL REQUIREMENTS. O (E) WALLS TO REMAIN 21 DEMO (E) DRINKING FOUNTAIN CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS & FEES. 12. CONDUCT DEMOLITION OPERATIONS & THE REMOVAL OF DEBRIS TO O DEMO (E) DOORS, FRAMES, HDWR. ENSURE MINIMUM INTERFERENCE WITH STREETS, WALKS, & OTHER ADJACENT OCCUPIED OR USED FACILITIES. g REMOVE (E) FLOOR FINISH AT STAIRS 13. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. 10 DEMO (E) SIDELIGHT 14. AT AREAS WHERE WALLS REMOVED REMOVE SILL TRACK FASTENER 11 DEMO (E) DOOR FROM FLOOR TOPPING SURFACE. GRIND FLUSH ANY PROJECTING STEEL OR PATCH HOLES FLUSH WITH NON -SHRINK GROUT. 12 E VAULT TO BE DEMOLISHED BY OTHER, VERIFY W/ OWNER 15. CLEAN ALL DIRT, GREASE, OIL, ETC. FROM FLOORS, EXISTING WALLS & (E) ATM TO BE DEMOLISHED BY OTHER, COLUMNS THAT WILL RECEIVE NEW FINISHES. 13 O VERIFY W/ OWNER 16. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION TO A TIDY, UNIFORM CONDITION REMOVING ALL DEBRIS, DUST PARTITIONS & 4 <8> DEMO (E) DECORATIVE MOLDING WHERE OCCURS ASSOCIATED MATERIALS USED DURING THE DEMOLITION. CONSTRUCTION DEMOLITION PLAN 2657 SPRING STREET REDWOOD CITY, CA 94063 T: 650.365.0600 F: 650.365.0670 Project Description: Apple, Inc. Health and Wellness Center 20230 Steven's Creek Blvd. Cupertino, CA, 95014 Description ISSUED FOR DEMOLITION PERMIT 04.19.2011 Sheet Revisions: Reference Revisions: R i Drawing Content DEMOUTION PLAN A 1' 9 PR 201 Job Number 1115.00 Scale AS NOTED Drawn By ACS All drawings and written materials contained herein constitute the original & unpublished work of the Architect and the same may not be duplicated, used or disclosed without the written consent of the Architect. © Hayes Group Drawing Number Al r