The URL can be used to link to this page

DIR-2022-013 Approved Plans 8 23 22( riE�erfe1o&EenSiCe F�Til 0 N Fannin Division - �upertlno CUPERTINO THE SCOPE OF P R l HIS PROJECT INCLUDES RENOVATIONS ON THE 2ND FLOOR cas #PODIUM LEV COURTYARD. IMPROVEMENTS INCLUDE RELOCATING AND RUCTURES, POLES FOR STRING LIGHTS, A BOCCE CoboicaXNllur=�E FURNISHINGS. App ova I Body: Director / Staff App o\H�jfl [)O�NJ 2 I I\. EO R I\,A A,T I O N Signature Danielle Condit 3 ADDRESS: Case Ma ger 19800 VALLCO PARKWAY CUPERTINO, CA 95014 APN: 316-52-001 GENERAL INFO: 5 STORIES - GROUND FLOOR COMMERCIAL, 4 STORIES RESIDENTIAL FULLY SPRINKLERED CONSTRUCTION TYPE: TYPE 1-A AT GROUND FLOOR TYPE V-A AT THE 2ND FLOOR WITH A 3-HOUR FIRE RATED SLAB SEPARATING THE GARAGE/COMMERCIAL SPACES FROM THE RESIDENTIAL UNITS AT 4 STORIES RESIDENTIAL 2ND FLOOR OCCUPANCY: A-3, R-2 SPECIAL INSPECTIONS SST 1. VERIFICATION OF STEEL TENDON LOCATIONS IN EXISTING POST TENSION SLAB MUST BE DONE PRIOR TO DRILLING. 2. INSTALLATION OF EXPANSION ANCHORS. 3. CONFIRM CORRECT WATERPROOFING IS INSTALLED AT EMBEDMENTS. E 0 N N 06 O d 0 a GENERAL NOTES 1. PLANS ARE BASED UPON CIVIL DRAWINGS PREPARED BY KIER & WRIGHT. CONTRACTOR SHALL REVIEW THESE DOCUMENTS, CONFIRM ALL DIMENSIONS AND ELEVATIONS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES, EITHER ON THE PLANS OR OBSERVED IN THE FIELD PRIOR TO COMMENCING WORK. 2. ALL WORK SHALL BE PERFORMED BY QUALIFIED LICENSED CONTRACTORS OR SUBCONTRACTORS HAVING AT LEAST 5 YEARS EXPERIENCE WITH SIMILAR PROJECTS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAYING ALL FEES RELATED TO THE SCOPE OF WORK, UNLESS STATED OTHERWISE IN THE CONTRACT. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK WITH THAT OF OTHER SUBCONTRACTORS ON THE SITE TO AVOID CONFLICTS WITH WORK SEQUENCE AND DELAYS IN THE PROGRESS OF WORK BY OTHERS. 5. CODES AND STANDARDS: ALL WORK SHALL BE IN ACCORDANCE WITH STANDARDS STATED IN THE PROJECT SPECIFICATIONS AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES, INCLUDING BUT NOT LIMITED TO: 2019 CALIFORNIA BUILDING CODE 2019 RESIDENTIAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE AMERICAN DISABILITIES ACT UNIFORM BUILDING CODE CALIFORNIA STATE TITLE 24 CALIFORNIA STATE BOARD OF CONSUMER AFFAIRS FOR AREAS OF WORK GOVERNED BY APPLICABLE LICENCE REQUIREMENTS CITY OF CUPERTINO, CA 6. CONSTRUCTION LAYOUT: CONTRACTOR SHALL STAKE IN THE FIELD ALL ITEMS SHOWN ON THESE PLANS TO BE CONSTRUCTED FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF WORK. IF CONFLICTS BETWEEN PROPOSED CONSTRUCTION AND EXISTING SURFACE AND SUBSURFACE CONDITIONS ARE APPARENT, NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND DO NOT PROCEED WITH WORK UNTIL AUTHORIZED TO PROCEED. ALL CHANGES TO PROPOSED CONSTRUCTION WORK MUST BE AUTHORIZED BY OWNER'S REPRESENTATIVE IN WRITING. UNAUTHORIZED WORK SHALL BE SUBJECT TO REMOVAL AND PROPERLY CONSTRUCTED IN ACCORDANCE WITH CONDITIONS IDENTIFIED ON THE DRAWINGS AND PROJECT SPECIFICATIONS OR AS AMENDED IN WRITING BY THE LANDSCAPE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER. 7. GRADING AND DRAINAGE: CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH ALL RELATED PLANS, DRAWINGS AND SPECIFICATIONS PRIOR TO COMMENCING WORK, INCLUDING BUT NOT LIMITED TO: CIVIL, STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. NOTIFY OWNER'S REPRESENTATIVE OF ANY CONFLICTS OR OBSTRUCTIONS RELATED TO THE WORK IMMEDIATELY FOR DIRECTIONS OR MODIFICATIONS TO THE PROPOSED PLANS. DO NOT PROCEED WITH WORK WHICH MODIFIES OR CHANGES THE PLANS WITHOUT AUTHORIZATION BY THE OWNER'S REPRESENTATIVE. REFER TO GRADING PLANS BY CIVIL ENGINEER. 8. SUBMITTALS: CONTRACTOR SHALL ALLOW 21 DAYS REVIEW BY OWNER'S REPRESENTATIVE FOR APPROVAL OF SUBMITTAL ITEMS. CONTRACTOR TO IDENTIFY LEAD TIMES FOR PRODUCTION, MANUFACTURE AND DELIVERY OF ALL SUBMITTAL ITEMS IDENTIFIED IN THE SPECIFICATIONS AND PROVIDE ADEQUATE TIME FOR REVIEW BY OWNER'S REPRESENTATIVE. DELAYS TO THE WORK SCHEDULE RESULTING FROM INADEQUATE TIME TO REVIEW SUBMITTAL ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 9. THESE PLANS COMPLY WITH THE CRITERIA OF THE CALIFORNIA MODEL WATER EFFICIENCY ORDINANCE AND APPLY THOSE CRITERIA FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. 10. THE CONSTRUCTION BEST MANAGEMENT PRACTICES SHEET (BMP SHEET) MUST BE PRINTED, DISCUSSED, AND KEPT WITH THE BUILDING PERMIT ON THE PROJECT SITE BY THE OWNER AND GENERAL CONTRACTOR. ALL SUBCONTRACTORS WORKING ON THE PROJECT MUST FOLLOW THE GUIDELINES AND PRACTICES AT ALL TIMES FOR THE DURATION OF THE PROJECT. THE BMP SHEET IS INCLUDED IN THIS SET ON SHEET L0.05. LAYOUT NOTES 1. VERIFY EXISTING AND NEW UTILITIES PRIOR TO CONSTRUCTION AND NOTIFY ANY CONFLICTS OR DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2. AFTER NOTIFYING UNDERGROUND SERVICE ALERT (CALL 811) AND HAVING MARKED & LOCATED UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE WHICH UTILITIES, IF ANY, HAVE BEEN ABANDONED BY EACH SPECIFIC UTILITY COMPANY OR IF ANY CONFLICTS WITH NEW OR EXISTING UTILITIES TO REMAIN OCCUR. 3. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS OR OBSTRUCTIONS RELATED TO THE WORK IMMEDIATELY FOR DIRECTIONS OR MODIFICATIONS TO THE PROPOSED PLANS. DO NOT PROCEED WITH WORK WHICH MODIFIES OR CHANGES THE DESIGN WITHOUT AUTHORIZATION BY OWNER'S REPRESENTATIVE. 4. STAKE PROPOSED IMPROVEMENTS FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 5. COORDINATE ALL CONSTRUCTION ELEMENTS PRIOR TO INSTALLATION. VERIFY CRITICAL DIMENSIONS, REFERENCE, AND CONSTRUCTION CONDITIONS PRIOR TO INITIATING WORK. TREE PROTECTION NOTES 1. PRIOR TO AND DURING DEMOLITION, GRADING AND CONSTRUCTION, ALL TREES NOTED ON THE DRAWINGS SHALL BE PROTECTED BY FENCING INSTALLED OUTSIDE THE EXISTING DRIPLINE OF THE TREE, OR AS OTHERWISE SHOWN ON THE DRAWINGS. FENCING MAY OCCUR AT THE COMBINED DRIPLINES OF GROVES OF TREES. 2. EXISTING TREE DRIPLINES ARE SHOWN DIAGRAMMATICALLY ON THE PLANS; TREE PROTECTION FENCING INDICATED AT THEIR PERIMETER IS LIKEWISE DIAGRAMMATIC. THE LENGTH OF ALL TREE PROTECTION FENCING IS TO BE MEASURED IN THE FIELD ACCORDING TO THE TRUE SHAPE AND DIAMETER OF TREE DRIPLINES. 3. FENCING SHALL BE SIX FOOT HIGH CHAIN LINK WITH STEEL POSTS EMBEDDED IN THE GROUND. ALL FENCE SECTIONS SHALL BE CLEARLY MARKED WITH A SIGN STATING, "TREE PROTECTION ZONE." 4. FENCING SHALL REMAIN IN PLACE UNTIL FINAL LANDSCAPE INSPECTION BY THE DEPARTMENT OF COMMUNITY DEVELOPMENT. REMOVAL OF SUCH FENCING PRIOR TO THAT TIME MAY RESULT IN A "STOP WORK ORDER." 5. 3" DEEP MULCH IS TO BE PLACED BENEATH THE DRIPLINE OF ALL TREES SHOWN TO BE PROTECTED WITH FENCING. 6. NO GRADING OR CONSTRUCTION WORK SHALL OCCUR WITHIN THE DRIPLINE OF EXISTING TREES, WHETHER SHOWN WITH TREE PROTECTION FENCING OR NOT. IF EXCAVATION WITHIN THE DRIPLINE IS NECESSARY, THE CONTRACTOR SHALL HAND DIG UNDER THE DIRECTION OF A CERTIFIED ARBORIST. THE CONTRACTOR SHALL HAVE A CERTIFIED ARBORIST ON SITE TO MONITOR ALL ROOT PRUNING AND BRANCH PRUNING OF EXISTING TREES. 7. NO STOCKPILING/STORAGE OF FILL, ETC., SHALL TAKE PLACE UNDERNEATH OR WITHIN FIVE FEET OF THE DRIPLINE OF THE EXISTING TREES. 8. FOR ALL TREES TO REMAIN, NO OIL, GASOLINE, CHEMICALS, LIQUID WASTER, OR OTHER HARMFUL MATERIALS SHALL BE DEPOSITED, DISPOSED OR STORED WITHIN THE DRIPLINE OF THE TREES OR IN DRAINAGE CHANNELS, SWALES, OR AREAS THAT MAY LEAD TO THE DRIPLINE WHETHER SHOWN WITH TREE PROTECTION FENCING OR NOT. LIKEWISE, NO EQUIPMENT MAY BE WASHED WITHIN THE DRIPLINE OR DRAINAGE CHANNEL OF ANY TREE. 9. NO EQUIPMENT MAY BE STORED WITHIN OR BENEATH THE DRIPLINES OF THE EXISTING TREES. 10. THE CONTRACTOR IS REQUIRED TO WATER, FERTILIZE AND ATTEND TO ALL MAINTENANCE NEEDS OF ANY EXISTING TREES, SHRUBS AND TURF TO REMAIN WHERE AFFECTED BY CONSTRUCTION WORK IN ORDER TO MAINTAIN HEALTHY GROWTH THROUGHOUT THE CONSTRUCTION PERIOD. 11. UNAUTHORIZED TREE REMOVAL IS SUBJECT TO REPLACEMENT EQUAL TO THE APPRAISED VALUE OF THE TREE LOST. 12. NO EXISTING TREE MAY BE TRIMMED OR PRUNED WITHOUT PRIOR APPROVAL BY THE COMMUNITY DEVELOPMENT DIRECTOR. _ANTI N G& SOIL PREPARATION NOTES 1. ILL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH PLANTING WORK AND UNDER THE S ERVISION OF A QUALIFIED PLANTING FOREMAN. 2. CONT CTOR TO PROVIDE AGRICULTURAL SOIL ANALYSIS DONE BY A QUALIFIED SOIL -TESTING LABORA RY. SOIL ANALYSIS TO INCLUDE SOIL TEXTURE, PH, SOLUBLE SALTS, SODIUM, ESSENTIAL NUTRIENTS AND PERCENT ORGANIC MATTER. SOIL ANALYSIS LAB TO MAKE RECOMMEN TIONS FOR AMENDING THE TOPSOIL WITH COMPOST TO BRING ORGANIC MATTER TO A MINIMUM 0 5% DRY WEIGHT AND INCORPORATING NON -SYNTHETIC FERTILIZERS TO RECOMMENDED VELS FOR PLANTING AREA. 3. PLANT COUNT IS F THE CONVENIENCE OF THE CONTRACTOR. IN CASE OF DISCREPANCIES, THE PLAN SHALL GO RN. 4. PLANT MATERIAL LOCATIO SHOWN ARE DIAGRAMMATIC AND MAY BE SUBJECT TO CHANGE IN THE FIELD BY THE LANDS E ARCHITECT. PLANT LOCATIONS ARE TO BE ADJUSTED IN THE FIELD AS NECESSARY TO SC EN UTILITIES BUT NOT SIGNS NOR TO IMPEDE ACCESS. 5. THE LANDSCAPE ARCHITECT RES VES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONS IN THE PLANTING SCHE AS THEY FEEL NECESSARY WHILE WORK IS IN PROGRESS UPON APPROVAL OF THE OWNER. S H CHANGES ARE TO BE ACCOMPANIED BY EQUITABLE ADJUSTMENTS IN THE CONTRACT PRIC IF NECESSARY. 6. ALL TREES ARE TO BE STAKED AS SHOW ON THE TREE STAKING DIAGRAMS. BRANCHING HEIGHT OF TREES SHALL BE A 6'-0" MINIMUM ABO FINISH PAVING. ALL TREES IN A FORMAL GROUP PLANTING SHALL BE MATCHING IN SIZE AND S PE. LANDSCAPE ARCHITECT SHALL BE CONSULTED REGARDING ORIENTATION OF TREES IOR TO PLANTING AND/OR BACKFILLING. TREES INSTALLED WITHOUT THIS APPROVAL WILL B SUBJECT TO REMOVAL AND REPLANTING TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT A NO ADDITIONAL COST TO THE OWNER. 7. ALL BOXED MATERIALS SHALL BE HAND-PICKED AND TA ED BY THE LANDSCAPE ARCHITECT AT THEIR PLACE OF ORIGIN. BOXED MATERIALS PLANTED WIT UT SELECTION BY LANDSCAPE ARCHITECT MAY BE SUBJECT TO REMOVAL AND REPLACEMEN AT NO ADDITIONAL COST TO THE OWNER. 8. TREES MUST HAVE AN UNCUT LEADER WITH A UNIFORM TAPER F M BASE TO TIP. TREES MUST MEET AT LEAST NORMAL CALIPER AND HEIGHT FOR CONTAINER SIZE. TREES WHICH ARE OVERGROWN, UNDERSIZED, ROOT BOUND, OR WITH CO -DOMINANT LEA RS ARE NOT ACCEPTABLE AND SHALL BE REMOVED AND REPLACED BY THE CONTRAC R AT NO COST TO THE OWNER. 9. ON GRADE PLANTING BACKFILL MIX SHALL CONSIST OF PLANTING MIX PER S CIFICATIONS. 10. ALL PLANTING AREAS SHALL BE TOP -DRESSED WITH A 3" LAYER OF MULCH PER SPECIFICATIONS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR ORDERING 11. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED BY HIS OPERATIONS TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WITHOUT ANY ADDITIONAL CHARGE. SHEET LIST TABLE Sheet Number Sheet Title LO.01 COVER SHEET LO.02 MATERIALS SCHEDULE LO.03 DEMOLITION PLAN - PODIUM LEVEL WEST LO.04 DEMOLITION PLAN - PODIUM LEVEL EAST LO.05 BEST MANAGEMENT PRACTICES LO.06 RENDERINGS L1.00 KEY PLAN L1.01 LANDSCAPE PLAN - PODIUM LEVEL WEST L1.02 LANDSCAPE PLAN - PODIUM LEVEL EAST L4.01 SECTIONS AND ELEVATIONS L5.01 CONSTRUCTION DETAILS L5.02 CONSTRUCTION DETAILS PO.00 LEGEND, GENERAL NOTES PO.01 DETAILS P2.01 PLUMBING PLAN WEST SECTION P2.02 PLUMBING PLAN EAST SECTION EO.00 LEGEND, SHEET INDEX, GENERAL NOTES EO.01 TITLE 24 ENERGY CODE OUTDOOR LIGHTING E1.01 PODIUM LIGHTING WEST E1.02 PODIUM LIGHTING EAST E2.01 PODIUM POWER WEST E2.02 PODIUM POWER EAST LANDSCAPE PLAN PODIUM LEVEL WEST SK-1 SK-2 LANDSCAPE PLAN PODIUM LEVEL EAST SK-5 I SECTION SK-6 BOCCE COURT ABBREVIATIONS AD AREA DRAIN MFR MANUFACTURER ADJ ADJACENT (N) NEW AGG AGGREGATE NTS NOT TO SCALE AL ALIGN OC ON CENTER BR BOTTOM OF RAMP PA PLANTING AREA BS BOTTOM OF STAIR PN PROJECT NORTH BW BOTTOM OF WALL POB POINT OF BEGINNING CB CATCH BASIN PTDS PRESSURE TREATED DOUG FIR CIP CAST IN PLACE R RISER CJ CONTROL JOINT RE RIM ELEVATION CL CENTERLINE ROW RIGHT OF WAY CLR CLEARANCE SAD SEE ARCHITECTURAL DRAWINGS CO CLEAN OUT SCD SEE CIVIL ENGINEERING CONC CONCRETE DRAWINGS CONF CONFIGURATION SIDS STORM DRAIN SYSTEM CONT CONTINUOUS SED SEE ELECTRICAL ENGINEERING DBH DIAMETER AT BREAST HT DRAWINGS DG DECOMPOSED GRANITE SD STORM DRAIN DWG DRAWINGS) SIM SIMILAR (E) EXISTING Si SCORE JOINT SMD SEE MECHANICAL ENGINEERING EJ EXPANSION JOINT DRAWINGS EQ EQUAL SPECS SPECIFICATIONS EW EACH WAY SS STRUCTURAL SLAB FF FINISH FLOOR SSD SEE STRUCTURAL ENGINEERING FG FINISHED GRADE DRAWINGS FOB FACE OF BUILDING SST STAINLESS STEEL FOW FACE OF WALL STL STEEL FP FINISH PAVING TC TOP OF CURB GAL GALLON TF TOP OF FENCE GFRC GLASS FIBER REINFORCED THLD THRESHOLD CONCRETE TP TOP OF PLANTER GB GRADE BREAK TR TOP OF RAMP HP HIGH POINT TS TOP OF STAIR HT HEIGHT TW TOP OF WALL I INVERT ELEVATION TYP TYPICAL INT INTERSECTION UON UNLESS OTHERWISE NOTED INV INVERT VIF VERIFY IN FIELD LT LIGHT WP WATERPROOFING MAX MAXIMUM WPA WATERPROOFING ASSEMBLY MIN MINIMUM XX DETAIL NUMBER XX DETAIL SHEET Know whats below. call before you dig. n 4 LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 2 Theatre Square #218 Orinda CA 94563 925.254.5422 • www.jett.land NINETEEN800 AMENITY REDESIGN 19800 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 &PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 08/08/22 a UPDATED PROJECT ADDRESS 5 6 7 8 9 10 Date: 08-08-2022 Scale: AS DRAWN Drawing Title: COVER SHEET Drawing No. LO,01 3 Community Development Department Planning Division — Cupertino CUPERIIN4 APPROVED Cass' # DIR-2022-013 Application Number(s) App ova I Body: Director / Staff App ova I Date 08/18/22 Signature Danielle Condit Case Manager E /MUS DECOSTRING SUSPENDED DECORATIVE STRINGLIGHT SYSTEMS PROJECT: TYPE: SOCKET, WIRE & CABLE DETAILS Decostrings are a pertect accent lighting solution to atltl a personal ambience to patios, courtyards, atriums, restaurants, ant parks and any open area. The "festoon" lighting system is typically strung between two anchorage points with optonal intermediary support and electrically fed from one end. The sockets can be either symmetrically spaced or randomly spaced to suit the application. Optional shades, guards and tenses complete the architectual design. SPECIFICATIONS LAMPHOLDER Black phenolic, medium base UL weatherproof with hook for optional mounting. WIRE 12/2 G. Black flexible wire rated for 25A max, uv rated for outdoor use and long lasting. SUPPORT CABLE 1 /16" aircraft catenary cable supports the system, 480# test. Heavier cable available. (See Page ?) LAMPS LED and incandescent medium base A, G or S style lamps. (See Peg, 3 for Letup options) ACCESSORIES Optional brass, aluminum and acrylic shades. (See Pag, 4 & 5l Shatl, Cot—) Consult factory for custom shades not shown In catalog. GUIDELINES Many ways to install and create a design. (See Page 6 & ) PHOTOMETRY Bare lamp and shielded "BUG" rated .I ES files available. (See Page 8) (Consul[ Factory or Visit Websits) CERTIFICATION ETL listed for dry or wet and permanent installation. (92001431 M� M4DEM EU VOLTAGE 120V system H920 watts max load). No driver or transformer required. (Consult Factory for 12V/24V) DIMMING Dimmable down to 10% with leading Or trailing edge type dimmers. PART NUMBER SPACING O LAOMP SHADE-FlNISELE07 —1—H L zp ,zny PAGE SPECIFY FICCT EA. LEAVE B ANK ,.T. 3570 LEXINGTON AVE. EL MONTE, CA 91731 • PH. 626.442.4600 • primuslighting.com , P? ECOS -PS LED FILAMENT STYLE LAMPS STOCK STOCK PLED-S14F-24K-150 _ PLED-S14F-2TK-150 W FROSTED-c LT FacToav LE0.G16.5 F-3.SW-2TK 1.SW 150�c/ r-2W-24K PLED-G,6.2TK 2W1200L00E S14F VARIOUS COLORS CONSULT FACTORY (SPECIAL ol— (S—EITI TO AVAILASILT, Al & Al G25 CONSULT FACTO RV CONSULT FACTORY tsua.lEc o`n ll° BILmn (SUB.IEPC=T A°va°EL1lJTI) NOTE.. LED LAMPS DIM DOWN TO 10% WITH A TRAILING EDGE (EL0 DIMMER. INCANDESCENT LAMPS I LE UB LC LG Al CLEAR 12W 15W S14 CLEAR 120V 11 W G16.5 CLEAR 120V 25W S11 CLEAR 120V TUN LE coLo55 AvaUaLa LH-W coLgs AvaLneLa Al CLEAR 120V 25W G16.5 WERE 120V 25W FULL SPECIFlCATION SHEETS AVAILABLE AT PRIMUSUGHTING. COM. PHOTOMETRY: SORE LAMP AND SHIELDED "BUG" RATED IES FILES AVAILABLE - CONSULT FACTORY 3570 LEXINGTON AVE. EL MONTE, CA 91731 • PH. 626.442.4600 FAX 626.442.4900 • primuslighting.com criia L-2 STRING LIGHT SCHEDULE OF MATERIALS KEY DESCRIPTION DETAIL QTY. COLOR PAVING P-1 CONCRETE PAVER TYPE A 1,2/L5.01 — CREAM TAN BROWN P-2 CONCRETE PAVER TYPE B 1,2/L5.01 — CHARCOAL SYNTHETIC TURF — DOG PARK P-4 SYNTHETIC TURF — BOCCE 4/L5.01 — — WALLS FINISH/MATERIAL SIZE MFG./ SUPPLIER PRODUCT COMMENTS MISSION 12X12 CALSTONE — MATCH EXISTING MATERIAL AND PATTERN MISSION 12X12 CALSTONE MATCH EXISTING MATERIAL AND PATTERN FOREVER LAWN BOCCEGRASS COURT $" BLADE HEIGHT, MAINTAIN ACCESSIBLE SURFACE TRANSITION W-1 CONCRETE CURB 10/L5.01 — MATCH CONIC PAVER SMOOTH TROWEL 6„W TYPE A CONCRETE LANDSCAPE STRUCTURES LS-1 OUTDOOR KITCHEN 16/L5.01 1 SEE NOTE SEE NOTE SEE PLAN — — SEE DETAIL FOR FINISHES LS-2 NOT USED — — — — — — — LS-3 BOCCE COURT 8/L5.01 — — CONC/RDWD SEE PLAN — — SURFACE TO BE FLUSH WITH ENTRY FOR ACCESSIBILITY SITE LIGHTING & ELECTRICAL L-2 I STRING LIGHT L-4 I CONVENIENCE OUTLET 16/L5.01 2 SST PRIMUS DSW-24-120—PLED—G16 MOUNT W/12 AWG WIRE LEW ELECTRIC FITTINGS PUSH OPEN OUTLET BOX GFCI OUTLET W/ WEATHER PROOF COVER; JIM JACOBS, CENTURY SALES CO. OB-1—SP 925-609-9488 JI I I I\LV/1JI I L�1IV IL -I\ I/-1— I I IVII,I VII \L_/ \X( IVl\VI\LIE -1--1--, Ix- ---I Ivvvl IV1/11 VII L-/\IJI II IIJ "I I/11\/11 LI SF-2A BBQ 16/L5.01 1 — MATCH (E) SUMMERSET TRL32 BUILT—IN GRILL NOTE (1) BBQ EXISTING TO BE REUSED, (N) BBQ TO MATCH, NO ROTISSERIE 32.25"H X 23.75"W SUMMSPR70SSTADA COMMERCIAL 24" ADA COMPLIANT — NORTH,__F; HAND DOOR SWING AT RIGHT HAND DOOR SWING AT SOUTH X 25"D SF-2C SINK 16/L5.01 1 SST JUST MANUFACTURING CO SLN—ADA-1815—A—GR-316 6" DEEP BOWL, INTEGRAL DRAINS; FAUCET TO BE ADA COMPLIANT, TBD STRUCTURE TO BE SPECIFIED BY OWNER; MAINTAIN RECOMMENDED CLEARANCES TO SSD, POWDERCOAT 16.4' X 20.3' (333.3 OPERA 01 L-1 M, FREESTANDING COMBUSTIBLES, MIN. 5' CLR TO TOP OF BBQ COUNTER; MAX HT W/TELESCOPING SF-3 SHADE STRUCTURE 2/L5.02 3 BRENNERO WALNUT ALUMINUM SF) X 10'HT SUNAIR LOUVERED SYSTEM FEET, (6)LED SPOT LIGHTS AT EA PER MFR; ORIENT BLADES TO BE PARALLEL NORTH —SOUTH, DEFERRED SUBMITTAL SF-4 LIGHT POST SSD, 12 DARK BRONZE POWDERCOAT 4" SQ X 12'-0" HT VALMONT STRUCTURES S-120040404Y4—D1/D2—DDB SEE LAYOUT PLAN FOR FIXTURE MOUNTING; PROVIDE SAMPLE OF COLOR; CONTACT 1 /L5.02 ALUMINUM HASAN SANLI, LIGHTING SYSTEMS, (510) 982-3933 FENCING AND GATES M-2 I WIND GUARD 5/L5.01, 5/L5.02 1 GLASS WITH 48" DIA. ALUMINUM BRACKETS HPC IVI V I V I V L V I I L9.02 �, I I I\ LJI \ I\ I\ v� 1 STONE 1 1 1 • NOTES 1. ALL QUANTITIES NOTED ABOVE ARE ESTIMATED FOR THE CONVENIENCE OF THE CONTRACTOR. FINAL COUNTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. IT, WG48—RD FRIS LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Drinda CA • 94563 925.254.5422 • www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSLIE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 9 10 D ate: 06-17-2022 Scale: AS DRAWN Drawing T i t l e: MATERIALS SCHEDULE Drawing No L0002 Q UI Community Development Department CUPER INO CaS #_ App ova I I App ova I I Signature r FIRE IT � BUILT-IN BENCHES TO BE REMOVED, REPLACE WITH LOOSE FURNISHINGS E E COURTYARD BENCHES TO BE REMOVED, ADD BOCCE COURT, SHADE STRUCTURES, LOOSE FURNISHINGS AND STRING LIGHTS DDn CTDI 1rTI IDC Tn DC DCAA(1V1_r). DA\/CDO Tn DC DCAAnUCrl IKI C/I/ITDDIf`IT (E) BBQ RE USE BBQ, EXPAND BBQ STRUCTURE TO INCLUDE (N) SINK AND (N) BBQ TO MATCH EXISTING. PROVIDE SHADE STRUCTURE. (E) PLAY AREA � TO REMAIN. PROVIDE MOVEABLE UMBRELLAS FOR SHADE. 0 4' 8' 16' 24' SCALE. 118" = 1'-0" 501 FrFNF)- PAVERS TO BE REMOVED; STORE FOR REUSE; EXCAVATE TO SLAB E\\\] SITE FURNISHING TO BE RELOCATED; STORE FOR REUSE WALL/STRUCTURE INCLUDING FOOTINGS AND FENCING TO BE REMOVED; STORE FENCING FOR REUSE DEMOLITION NOTES: 1. ALL EXISTING PLANTING AND HARDSCAPE TO REMAIN UON. 2. PRESERVE ALL AFFECTED DRAIN BODIES TO RETROFIT AND REUSE. Iflam LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Orinda CA • 94563 925.254.5422 - www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 Date: 06-17-2022 Scale: AS DRAWN Drawing Title: DEMOLITION PLAN - PODIUM LEVEL WEST Drawing No L0003 fflam LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Orinda CA • 94563 925.254.5422 - www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 D ate: 06-17-2022 s c a I e: AS DRAWN Drawing Title: DEMOLITION PLAN - PODIUM LEVEL EAST Drawing No. L0004 CUPERTI CSse Si&na ommunity Development Department Planning Di ic'rUTf_C9R§ittirMara Valley, storm drains flow AP Wy to our local creeks, and on to an DIR-2 �` ' sc° Bay, with no treatment. Applicatiol rl tLgr(lj water pp utron is a serious problem for wildlife dependent on our waterways and for I Body: Director p eople who live rear polluted streams or I Date 08/18/ baylartds` Danielle Co lrirttper rnarlagernent of construction sites _ 3 -gni icantly. Case anager This sheet summarizes the "Best Management Practices" (BMPs) for storm water pollution Wevention. ORDINANCE OF THE CITY OF CUPETii FOR STO RM WATER POLLUTION PREVENTION & WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Dis harrge into the storm drain prohiwbited It is unIavvfuI to cause, allow, or permit W be discharged, any discharge riot Composed entirely of stor mvvater to the star M drain system or to surface waters or to any locution where it would contact or mntualiy b transported to surface water , including flood plain areas, unless specifically called out in the MuNcipal Regional Permit as are exempt or conditionally exempt discharge. 9.1 .070 Aocidental Discharge All persons shalI notify the Director of Ptbiic forks irnme6ately upon accidentally discharging pollutants of concern to enable countermeasures to be taken by the City to MnMize damage to storM drains and the receiving waters, Initial notification shaII be foII aNed, VAthin five(5) bu J n ess dalys of the date of cccurrence, by a detailed written state n-ent descrlbi rig the caiuse s of the ace den ta I discharge and the measLres being taken to prevent futLre ocwrrence5. Such notification Wll not relieve persons of liability For violations of this chapter- or For any Hues imposed on the City on account thereof under Section 13350 of the Ga 11fomia Water Code, or for violation of Section 55SO of tie California Fish and Wldlife Code, or any other applicable provisions cf State or Fec ral laws. 9.18.220 Violation Any person who ►A alates any provi i on of this Chapter shall be guilty of a misdemeanor and upon convict on thereof shall ba. punished as provided in Chapter 1.12 of the C ity of Cupertino Ml.,lnidpal Code_ Chapter 1.12: General Penalty, Section 1.12.010, paragraph D, states*. UnJess DthervAsespecl>tied by Vis code, an infraction i punishable by; 1 A fine not to exceed 100 for a fiat violation 2, A fi ne not to exceed $200 for a second violation . A fine not to exceed $ 00 for a third ►idation of the same chapter within one year. 9.1.240 Civil penalty for illicit discharges* Any pers on who d is rh arges pollutants, in violation of thi s Chapter, by t he use of illicit ronnectior>s Stall be dviI y liable to the City in a sum not to exceed twenty-five thousand doflars per flay per violation for each day in which such violation occurs, Txcerpt — For complete CODE language refer to the City of upertino Mur�cipaI Code, Cupertino Building Dept: 408-777-3228 Public Works Dept: 408-777-3354 Santa Clara County Recycling Hotline: 800-533-8414 ww.reduct:wa51e.orV w w w -re C yc les to ff-com Small Business Hazardous Waste.- 4 0 8 -2 9 9 -7 3 0 0 Cupertino Sanitary Sewer Distr 40a-253•7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm. 800-794-2482 State Office of Emergency Services 1-SOO-862-7560 (24 hrsl Report spills to 911 APPROVE 9/1 Ile. TIMM BORDEN, R=46612 DATE DIRECTOR OF PUBLIC WORKS General Construction and Site Supervision Storm Dra in Pal lotion from C OnGIrUCtrO rl Acti V!t eS CansbuChore sles are oorrrl.an sauces cd stGwn 4%ote-pdkiton. Maeria6 andwastes that bl;zw cr %ash Intoa sl oIm Bran. gutter or street have a duet= rnpact on local creeks and the Bay. As a oontralrtor. or site superrviscr, owner or operator of a site- you may be resperisible for any environ rm rtal damage caused by yoLz s u bccnva ctofs or ernp loyees. General P na fates Keep an orderly site a nd a nsure gam hOUSekeepLriot ff 3CtLCeS are USed J blairtain equipnNml properly ❑ tint 6 uae J Keep matenasaway tom streets, storm d Far ns a rid d ra Fla ge c han ne s ❑ Ensure dust omtrd water doesn't Ieame site crdrschwge to starrr1dFa1m Advapv2 Platrring To Prevenf ftff Lion -3 !kbeW Pe excavation and grating activities f or dry weattler period a. Tc reduce sot WOW n.planttemporaryv eW WWnofpLace otfw er(r cn wntrds before rain W gm. U w i lie PI)sFGIB wd S e&n erlt Cor71 d hobo udv. avw[ablefrorn-heRegionall aorQUality Comd Boa rd. as a reference Conlrci the amount of tiltedcrDssirigy w site (espedallydtxrg exavaton!) by ;hang berms or ten'pow y or permanent dmi rt dltctc-s to Cv4DA water flew around the site Redxe stomwate r runoff vi4D a ttes by QW131FUC%N te'npdorary 0-eck dw,-e or bernns where appropriate Train your emp I*Wes and subcomtractcra 'he city- can gEmde brwhures abW these issues Fbr you lodr9ibutetoAcrkers al yoff comtrucliopsAe InrCrmyour sutcori�rawis at74lrt the stormv atetf Wi r-en"s and tl`ei cyo I12sgorrslbllties. We RbWiine fora Dears Bay. a ou5truckiorl bESt managernert r8cri w5 glad$avalobta]oUrRurdngDpl QoLjrteF. Goal Haifsekeep ;V Prwtces Oesigre a are area or t tie site hoc auto gala ng. +e hic le refuel; rig. a nil rout rye a qu pmertl marrienarcs The desQFlale: area shoLild be YY91 �FAW f M.9tre orris or storm drain trje15, termed if necessary Nfake mapr m1mrsof` ste To prevent of -site tracking of dirt, pro mde eWa esvAh slabk2 d a re9aesurfams Or ploy ide a t re w:esh area. Keep rra viiatsoul*fthe rain - pre?eriuiof conrarnn2oon at the source Cover exposed pies ctsalcr coristrWionfyWerii3rs Ywtn plash sheeting or temperay rodrs. Pekm- It rainy. s4%eep aid remove mat& A s from surfaces ttlat dralpto simm drains. creeks. or Channels. Contain all litter, food wrappers, bodles and cans - 01zee lidded trash and recycing bI rn armr!d the rile J Clean Lip leaks, dripsand other!Spit Is m r; edr atLi t sC t hey d b wt ccmam Inate Sol or grourlMyler or L aw tesldue on paved surfaces. We dry cleanup melhods wtenevei pmsbfe. If YOU must AIse YQ ter. use i us., QrKxg h to k eep the (Ernst don Cawr aid mairtain durrpsters Nee durrplem Lmlder Fools ar cmef vxlh tarps ar pleat rt srweling secured aP=)d the cdAside t?f the 6LaTV5ter Neer clean out a dumpst& bar h0fiing Ft dentin on The cols tr ud on site. Il P1ace portable tciletsaway fromstorm &aFns t~'Iake s ore pariab 4 to ll 05 aye in go vd v orkr+g order Checkrrequentl}- fen IemCss. Mallerrafsewerste hbmdlong J PracticeSou rce Red uction--rnrwm vas le rxf'en ;u u ofoe 1 slid:iN, al S. Estl rw2 tarefU ly. Recycle exoesa m,�teriats. wherwver possble. such as =CYete asphalt. scrap metal solvents. degreasers, cleaiedvegelatron paper rook,. and vei,icie n-k i Mew rm rrLalerOs su::h as use d oil, art IrEaze. to &F d iirea. w ywre dmewoste 9 " for nf0. J DispmeofaItwastes proparty.MatErhalsIWL carrro be recycteed m u5t be `2rken to an aWopM ate landttl3 or dispose d of as hazarclo Lis haste Newer Gory waste matenalaor leave them in the S Geed Or ne3 r a c nee k o r stria tm [+ed Permits J In add<tian Ioicral gradrlgand bk. 9 ck ng permt-i yaulnllnee dtoobtarrtcw e LeKJ& 1he94ateb Genera CwT.I xiion Acn %A ty Stormvwer pewit If yo ur corstru dior, si in's d FsW rbed area t#alS5 doles or rmre. I Fft m Deb or on the General Pean t ran Fe cbtan-d from the RegDnA Water Quality Cord r(A Board (TN5 CnW03 M, aha rage la one gc ry As of Fdb r 0CR ) Landscaping, Gardening, and Pool Maintenance tartarscapingl ardenMainter+ance J Protect atockpiies ant landscaping rnotgriais frorn YWnd and rain by Storing jii?m uneer tarps Dr sec Lire I olw6c sheeing ,J Schedulegradin 9andexcavalk)nprrojects during dry "athar Use !e rnporary Check dams or ditches to dive r. runoff awn from storm duns. J Protect storrn drains with sandbag a, gravel - filled bags, straw wattles- or other sediment C-0540 is U lie -vegetation is an excelleni form oteroslan contra I for any site. J St ewe peslrclde5, ierOlize•rs. and other chemicals indoors or in a shed or storage cabs net U Use peslicudes st&rjngly. according tc 1nWriXtlp'1s on tbiB [abe. RMSO9r'Lpty wntcliners. a nd use rinsewaler a 5 product D15pose of rinsed - empty containers Fri the trash DISPose of Linuricd j)eslrcrcle s as ha mardoLs waste La In Cupertino -residents with curbs iderecychng Carl COIIe01 iavrn. gartlen and 1VCe irirR'11 n9s it yardwaste totems. Yardwaste will he collected and composted by the clty-5 con "r.torS Residents are encouraged to compost yardwaspon-Site tneojSe{ves Ortake yard wawa to a land fr11 vrhere $ will bo Compo ood Q Landscape cortr+actorssInould take c!Ipplrigs anj pruning waste to a N rtdfilllhatcornposts yard waste BFI's Newby FSFano and Zanka r Rd. Iendfill are lie nearest). J Do not blow or rake leaves into tha street. Storm Drain Pollution from Landscaping and Swimming Pool Maintenance Man yIan6scaping activities expose soils aad Increase the likellho od tt`at earth a nil q�rderi ctiem call wjllrun of imp me storm drains during Irega ton or wile:-► it fairs 5 Swimming pool water wniairing chlorne and copper -based algaecides sh ould never be ttisc h�irWcl to 5 tofrrl Ofa1-is . T hose c hem Icals a re toxic 0 aquatic life. PoWfFo t i n tainlS pa Maintenance Draining pools or spas Whe r it's time to drain a pool. spa- or lountziIn pease be sure to call the OuPee riino Sanitary 1)islrlct before you start ror(urnofguicance on fiow rate resuhceons: backflow preventon. af4 handI ng specia cleaning waste (auto as acid wash' 0s�c:iarEe fkcrLjs shouic to ktA' I ttie lcm le vets typPcallr pe5stble throuCh a 9aMen dose. H Igll er 1ow raie!s may be pr otribsted 3] Y IOCa I ordrnanze. U Never discharge pool or spa water t ❑ a Street or storm drain, discharge to a Sanitary sewercleanotrt. j If possible, when implying a pool or spa lei Chlorine drssipaw for a few days and then recyclelreuse wale rby draining it gradually onto alandscaped area J Do not use copper -based algaecides. Con trot a Igoe wth chlorine or other al ter oat: ves, sueti as Sodiurr i}r omide enter Cleanings J Nev erclea n a fiilteF in the street orneara sloFm drain, Rinse carlrKge and dlatomaceo.rs earth filters onto a dirt area. and spade filter residue 4'1to $oil 01spa seof spertif dtatornaceou5 earltF in the garbage If tlhore % no suitable dirt area, i�iail Cupertino Sanitary for inStr'uct1C,n S on di5Ch3rgITLgfIIter backwdsi or innsewater to tie sanitar y sewer. Earth -Moving Activities Storm Drain Pollution from Earth -Moving Activities oII excavation and grading operations IQosen large amounts of soil that can flow or blow into storm I trains when handled Improperly. Sediments in runoff! can clog storm drains. smother aquatic life- and cestroy habitats in creeks and the Bay Effective erosion control practices red uoe the arinaunt of runoff Oros sing q sde and slow the flow with check dams or roughened ground suifaces. Practices Dwing Construction ..1 Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for erosion control on slopes or where construction} 1$ not rmmedlately panned. Protect downslope drainage cotarses. strearnsr and storm drains with wades. or temporary drarrnage swales. Use check dams or ditches to divert runoff around excavations Refer to the Regional Water Cluallty Control Board's erosion and Sediment C"Yol geld Manual for proper erosion and sediment control Measures ❑ Cover stockpiles and excavated soil with secured tarps or plastersheeting. 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 gain Poll utiiolnfrom Paints, olvients, and Adhesives All pairds, sdvents. and adhesives contain cherrsiciis that are harmf u[ to wild IIfe in local creeks San FrancisCu tray aid tft Pacific Q n. Toros chemicals may+comefrom Iiquidor solo pfoduets or from cleaning res dues or rag s. Paint material and wastes. adhesives and cleaning fluids should be recycled when possible. or disposed ai properly to preueni t"e matprials from firming into sure drains aad watei ccAit se s itfandJling Paint Producis J Keepa11 ligUd paint prod ticts and wastes away frorn the gutter, street, and storm drains. Pal n ting Cleanup U Never clean brushes or rinse paint containers into a street, gutter. storm drain, French drain, or creek- Q Fo r wate r-ba5ml paints. paint out brushes to the extent "sible, and r!nsre into an insitdb sin kdfalrFthatg oes tDthesanitarysewer 3 FOFUil- bayedpairits pa 0outbrushesk)the exlent possible and clean with Ihinner or solvtvnl. Filter and rCu5C t-1inneF5 and SONMt5, wher8 possible. Dis"e Of exce-,S IIq uld5 and fe5idue as haza rdous waste. J UUhen Ihomoughlydry. empty paint cans. used brushes. rags, and dFop doths may be disposed of as garbage fold# Removal J Paint chips and dustfronn non-t-wardous dry stripping and sari! blasting may be swept up or collected in pla51rG drop cloths and disposed of as trash Chemjcal {paint stripping Fesidtrer and chips aid dLai fIOfTi rnadnepaints, cs paints containing lead, nvracary or tribut yl tin must be disposed of as haaardauswasles Lead based parnl renww all requiz eS a slale -celPfied rontl-actor J When stripping or cleaning buliding exteriors with high-pressure water. block storm dralnS Direct washwatet onto a dirt area and spade into soil. Or. check with Cupertino Sanitary D1suxt to find out if you can atop of vacuum the washwater and dispose of it in a sandary sewer drain Sampling of the wa~3hwater may be required. J Washwater rrom pa inted buildings constructed before 1978 cancontain high amoums of Lead, even if paint chips are not present Before you begin stripping pant a cle-an irxg pre-1978 bu!lding extefiors wlt#m wrzatel under high pressure. test paint for lead by to king plain t scrapin gs to a local la boratory. (See Yellow Pages for astate-cerbfzed laLoratory. ) .� IF there 1s loose painton the buJildlrlg. or rf the paint tests posltiva for least tblwk sto( n &aFn5 Check Yrlth Cupen0o Sanitary OFstrlct tD determine whether you may dIschargle wafer to the sanitary sedvea . Dr if yet, must send it offsite for drsposat as hazardwF, waste Pain Disposal, Regum orponation ,J Dispose of unwanted flquid pai nt thinners. sarvCn's glues. and defining ftuld5 ors ha2ardous waste (III the Small BuG0e,Ss Hazardou5Wast$ Prgm. 29 9-7300). J Or Return to supplJer. (Urope nod cans of paint may be able to be returned. Chink with the vendor regarding its 'bL.y-back" polity.) J donate excess paint (cal 1299-73W to donate) Roadwork and Paving General Business Practices Develop and 1rnplemaanterosionIsediment control plans For roadway ernbankmerLts. che dule e xca vation and grading work during dry weather. Check for and repair leaking equipment J Perform major equipment repairs at designated areas in yout maintenance yard where cleanup is easier Avoid perforlrling egrlipment repairs at construction sites. J Whoil refueling or when veh,clelequipm ent rn3alntenanre must be done on site, designate a location away ffom storm drains and creeks :J Do Trot use die set oil to lubricate eq uiprn ent parts or clean aquip ment Recycle used oil- concrete broken asphalt. etc. whenever }possible. or dispose of properly. (wwul.recyclestuff-com for [is tof recycling carrlpanies.) AsphalflConcreto Removal J Avoid creating excess dust when breaking asphalt or r, or crate. After breaking up old pavement. be sure to remove all chunks and pieces Make sure broken pave mant dDes not comelncDnLact with rainfatI oT r unoff Ll When making saw cuts. use as little water as possible Shovel or vacuum saw -cut slurry and re rtl D+e a fro m the site. C over or p rotec I st0 rm drain inlets dur09 Saw -cutting. Sweep tjp, and properly dispose of, all residues. Sweep, never hose down streets to ctea n up tracked dirt- Use a street sweeper or varcuurrt {ruck Do not du m p vacuu m etc lulu pr in storm drains. Storm Drain Pollution from Roadwork Road paving, surfacing, and pavernent rernovaI happen right in the street. where there are nornorous opportunities forasphalt. 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 pollutlan of storm drains. creeks, and the Bay. During Construction U Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh mater raIs fmrn contacting stormwater runoff Ll Cover and seal catch basins and manholes when applying seal coat. starry seal. -og seal. or situ ilar materials- Ll Protect drainage ways by using earth dikes. sand bags, or other controls to divert or trap and filter runoff. ❑ Bever wash axcess rnaterral from exposed - aggregate concrete or simfar treatrrlenis Into a street or Storm drain. Collect and recycle- or dispose to dirt area L] ♦waver stockpiles (asphalt. sand, etc.} and other construction materials witfl plastic tarps Protect from rainfall acid prevent runoff with temporary roofs or plastic sheets and berms ❑ Park pawing machines over drip pans or a bsorbe ni mate ria[ (cloth. rags. etc. ) to catch drips when not in use. U Clean upaNspills andleaks tising"dry, m eth ods (w ill!absorbentmater ialsand/or rags},ordig rip. remove, and propeFly 6ispose of contarrlinated soil. i❑ C o tlect an d retry cle or appr o pria to ly d isp ose of excess abrasive gravel or s;�rid Q Avoid over- application by wate rtiruck5 for dust control Dewatering Operations Storm Drain Pollution From Dewiatering 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. F11ration or diver,5iorl through a basin, tank, and sed irn ant trap may oe required. Reuse water for must control, Irrigation or another on -site purpose to the greatest extent possrble. Check for3ediment olrToxic Pollutants ❑ Check for odors, discoloia#ion. or an oily sheen on graundwater- ❑ Ask your city Inspector whether the groundwater must be tested by a certified Jaborat Dry L) Depending on the test restjIts. you tr1 ay be allowed to discharge pum ped groundwater to the storm drain OR you may be required to discharge to the sanitary sewer or collect and haul the water off - site for treattrlent and dlsposa I at an appropriate treatment facility, ❑ When discharging to a storm drain, protect the Inlet using a barrier of burlap gags filled with drain rock, or cover inlet with filter fabric anchored under the grate ❑ Cantact Cupert itno S anttary District at 25 3 -707 1 priorto discharging to the sanitary sewer. Removal of BMP Facilities The Project Contractor is responsible for removal f all BL IP Facilities located within the PublicRight of Way upon project final Inspection. Fresh Concrete and Mortar Application W-00 Storm Drain Pollution from Fresh Concrete and Mortar A p p I Ic athons Fref>h conr,rl~te and cement- related mortars that wash into sakes. streams, or estuaries are toxic to fish and the aquatic e nairo n men t. D is pos ing of these m aterOls to the storm drains orcreeks r, an black storm drains. causes seriouls problems, and is p roh ibited by law General0asiness Practices J Wash *Lit con cretemixeFr, only in designated washout areas to youF yard, away from storm drains an d waiaarways where the water will flaw info a temporary waste petal a dirt area Let water percolate threugh st3il and dispose of settled, harclened concrete as garbage. V11henever possibre. recycle washout by pumping back into mixers for reuse J W a sh o u t chutes c nio d in a real lh at do n of flaw to streets w drains. J Always story bath dry and wet materials under c aver, protected from ralnfa13 and runoff and ovvigy from storm drains or waterways. Piwect dry rnateraate from wind ❑ Secure bags of Cement after they are open. B e su re to ke ep worl(I-b lown cent, en t po wd or away from streets. gUtlers. storm drains. rainfall. and wnoff 7 Do not use dioseI fuel cis a lubricant 0n concrete terms tDOIS or trailers During Construction Z) Dan't mix alp more fresh eanQFete Dr cement than you writ use In a fW0-hour pefiod ZI Sel up and operate small mixers on tarps or Heavy piastm drop cloltls J When cleaning tip after drweway or sidewalk oonimucton, wrash fines onto dirt areas, not down the driveway or into tree street or storm d ra in J Protect appircalion s of fr es h co ne rel e and mortar from rainfall and runoff sx+bl the m aterla I has Ocie(l J Wasti down exposed aggregateConcrete only when the washwater can (1 ) flow onto a dirt area, {2) drain onto a bermed surface from which itcan be Pumped and disposed of properly. or (3} tye vacuumed from a calchment creaked by blocking a SkOrrrl drain inre?t If necessary. dwert ref noff with temporary berms. Make sure runoff does not reach g ukte rs or -storm d rains. J When breaking Lip pavers+ens. be sure to pick up all the pieces and dispose of properly. Recycle lame chunks of t>rolsen concrete. See WYw1Y red Ucewaste Orin for Info on recycler5. :3 Never bury waste matetiat Oispose of small amounts of exce ss dry vDnCrete, grout. and mortar In the trash. -1 NeveF dispose or washout inic the Stt eel. stor rn drains, drainage ditches, or streams Heavy Equip m ent Operation to rim water P o llu do n from Heavy Equipment on Construction Sites Pporly m ainta ined vehicles and heavy equipmer I that leak fuel. oil, anlifree ze or other fluids art the construction rile are Con Mon sou rCes of slofrrl drain pollutio n Prevent $,pills and teaks by iso[ating equipm eel fro m runuff c ha nnets. art d by watching far leaks and shier Ix ainlenance pF0blems-Remove Can5tfuCIi0n equipment from the sale as soon as possible. Sire Fianning and PreverFtive Vehicle Ma intea&nce aesrgnate one area of the cans[ruction site. wa;I1 aye ay from s[rE3rtr s or $to rm dt�,ln ,ruses foi a Lj1r, and e4j td hp) rn erlt parking. re iu.9 rrn g. and fo at in ve Mole an a eq uspm ent m sinien ante C a 111air Me area with beF re 5 sand haws. or olhtr b3€r 12 r5 M Lin lain a rl w eh it Is s a nd hii 0yy eq u ipm a nt Irsperl fte4uontly for 8r1d repair Leaks J Perform malormainloci yriC*,too air joi}3 ALnd w-0 bhr 1-0 an d a .)pin e€ : w a# P:;n g off-i lLa, w he re cleanup 1s a aroor j If vo u rn ug1 lurvw and repla re m a [o i o il. ra dr7lor �aolanl ar atlret rlurds on silo use drip pav s or 4FUP Cloths 1a oa ich grlp,% anid 9palls Calletr @Ji SDenl PJU 4s Store to separ.3le co'1[ainetS Intl PropeFly 3Fspasa $s haxardouswaSt9lretcycl* w:'Fenetecr Ph96+ble] :] Do nol use crregeloillo IubrinmLB Squ3OribYt{ parrs 13 vrean ear;,pr'1 erft rise onwariar fqr any 0rt:;40 C It,a 1 WJ; ,.I C over kLxposed fifth w heat hitches and 61Ftef n!y or prpasy eq,,-pmentdur:ng radii ever.ls Spilt Cleanup J Clean up spills im me>3iately J Pie Y a r h a is e d a w Ft' ci it t y" p a v e m is r. i u l cr. permeable saIPaC*I Yr hers Ilu145 ^ave SIDtile C Use dry c;1a rru0 M4gtrLa(I 18hsp'pent rv% a1er,a is cat I11te r a nglof rags; w he never pae6itrle and prspaFiy 4jlsposeQ1d0&15ft�ent n, a Lb rLa 1S Sw eev up sPllletl dry matettpis. ,r,r m-e4,aILL ip Newer a:temol to wasi, 113em away" wain. wafer C1I bjFe Ihem Ut• arts little w*tip r ors passibl# for dual ronFFb1. i<nr,�ire wa tG r 41g v d d6C9n t itave% Srrt or discharge FO SIC;FFn UrXinS J C I0011 tip Uplrla on fir% Great, by digging up and P5OC a fair a,5 001.01 g oI con to m ,crated sat; LI Carr911 fat olynirlcant spills Ll tf the sett! Poses & signifioanr h0zhrd la human healt1i and sarety property OF,08 erlv,renrn eni. you m cisf arsD raper# it 19 the Slate orfFr. a of C rrrergen-CY SBrvicea. Small Business I mR d w7 Waste Disposal PrIr Businesses that generate less than 27 gallons or 220 pounds of hazardous waste per month are eligible to use this program. Call 408-299-7300 a quote, CONSTRUCTION BEST MANAGEMENT PRACTICES cr,��'� D� cr,��J�'�� DEPARTMENT OF PUBLIC WORKS 1 CITY PEITIN s aklw Cka a valtev Ar0f-rbr.yn Rrlooff Pullution Prevention Prr grim Ut'DATE D EPTI-'.MBFR 2016 SHEEN": LO,05 OF' S1FJA I'S F'LLh: Community Development Department Planning Division= Cupertino CUPEF�TTINO Caste # Apr rova I Body: Director / Staff Apr rova I Date 08/18/22 Sigrpature Danielle Condit � 1 -N � .1 .' PROPOSED SHADE STRUCTURES EXISTING PAVERS PROPOSED POSTS AND STRING LIGHTS, TYPICAL PROPOSED UMBRELLA, MOVEABLE BASE THE SCOPE OF WORK OF THIS PROJECT INCLUDES RENOVATIONS ON THE 2ND FLOOR PODIUM LEVEL EXTERIOR COURTYARD. IMPROVEMENTS INCLUDE: • EXPANDED BBQ AREA - RELOCATING AND ADDING A GRILL, SINK, COUNTER SEATING • SHADE STRUCTURES • BOCCE COURT • POLES AND STRING LIGHTS • MOVEABLE UMBRELLAS AND LOOSE FURNISHINGS it C fft LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 2 Theatre Square #218 Orinda CA 94563 925.254.5422 • www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 somp"r or" NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 t PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 Date: 06-17-2022 s c a I e: AS DRAWN Drawing Title: RENDERINGS Drawing No LO,06 fflam LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Orinda CA • 94563 925.254.5422 - www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 D ate: 06-17-2022 s c a I e: AS DRAWN Drawing Title: KEY PLAN Drawing No. Ll 00 9410 LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Orinda CA • 94563 925.254.5422 • www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 D ate: 06-17-2022 scale: AS DRAWN LANDSCAPE PLAN - Drawing Title: PODIUM LEVEL WEST Drawing No. Ll 001 fflam LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Orinda CA • 94563 925.254.5422 - www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 D ate: 06-17-2022 s c a I e: AS DRAWN LANDSCAPE PLAN - Drawing Title: PODIUM LEVEL EAST Drawing No. Ll 02 LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Orinda CA • 94563 925.254.5422 - www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 D ate: 06-17-2022 Scale: AS DRAWN SECTIONS AND Drawing Title: ELEVATIONS Drawing No. L4,01 Community Development Depart ent Planning Division — Cupertin COPER 1No APPROVED Ca s # D I R-2022-013 Application Number(s) App ova I Body: Director / Staff App ova I Date 08/18/22 Sign 3ture Danielle Condit I / Case Manager a L A a 10 c i CONCRETE CURB SCALE: 1 1 /2" = 1' ADJACENT FS, TYP 1 /2" RADIUS AT EDGES #4 REBAR REINFORCEMENT @ 16" OC CONT BW, 3" CLR 3" PVC WEEP, CUT IN HALF LENGTHWISE, SEE ELEVATION WPA, CONT UNDER CURB, SEE WATERPROOFING DWGS P-4 SYNTHETIC TURF — BOCCE COURT (E) SS ELEVATION A PER CBC 2019 1138A.2 2" TYP NOTES: rennin nl Inn ELEVATION A BBQ, TYP, PROVIDE 5' VERTICAL CLEARANCE FROM TOP OF COUNTER TO NON—COMBUSTIBLE SHADE STRUCTURE CONVENIENCE OUTLET, HINGE SIDE ON TOP �CKSPLASH TO )UNTER 2J_8� )UNTER TO 25" MAX (ISTING -NEER TO (ISTING P ;CESSIBLE I Y8:c)l FAUCET l 00 1 < SF-2C I J N U SPACE 1138A.2 JA�0, CLR SECTION B FLOOR SPACE C 2019 1138A.2 CUT IN HALF ' OC, TYP DWGS CONCEAL BELOW —COUNTER SINK COMPONENTS WITH REMOVABLE SSTL SHROUD 0 i N FS CLEAR FLOOR SPACE PER CBC 11B-306 CONTRACTOR TO PROVIDE AND CONNECT GAS, WATER, ELECTRICAL, AND DRAIN LINE; SEE WATERPROOFING DWGS SHEET SK-6 1. CONTRACTOR SHALL ENSURE THAT NO POST TENSION TENDONS OR REBAR WILL BE DAMAGED PRIOR TO CONSTRUCTION. 2. VERIFY ALL SLAB PENETRATION LOCATIONS FOR UTILITIES WITH MEP. 3. OUTDOOR KITCHEN TO BE PREFABRICATED BY CONTRACTOR, OR APPROVED EQUAL. STRUCTURE IS FREESTANDING. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION. 4. INSTALL POWER AND GAS LINES AS REQUIRED PER LOCAL CODES AND REGULATIONS. PROVIDE GAS LINE SHUT OFF VALVE AND TIMER BELOW BBQ. ALL GAS LINES SHALL BE HIDDEN IN WALLS. CONTRACTOR IS RESPONSIBLE FOR PULLING ANY REQUIRED GAS AND ELECTRICAL PERMITS. 5. INSTALL BBQ PER MANUFACTURER'S SPECIFICATIONS. 6. COUNTERTOP WILL BE SLIGHTLY LESS THAN 34" IN HEIGHT FROM FINISH PAVING TO ACCOMMODATE GRILL AT A MAXIMUM 34" FINAL HEIGHT FROM FINISH SURFACE. 7. STONE COUNTERTOP AND VENEER TO MATCH (E) BBQ STRUCTURES. BACKSPLASH TO MATCH COUNTERTOP. DETAIL OMITTED SCALE: ADJ PAVER PER PLAN W-1 CONCRETE CURB, SEE DETAIL 10/— #4 REBAR REINFORCEMENT @16" OC BW 2X6 REDWOOD SIDE BOARD SYNTHETIC TURF — BOCCE COURT, FLUSH WITH ADJ PAVING D AGGREGATE WPA, SEE WATERPROOFING DWGS SHEET SK-6 (E) STRUCTURAL SLAB CONCRETE CURB, TYP P-4 J I IN I I ILI IV I VI\I — LJV1. UL UUUI\ I, FLUSH WITH ADJ PAVING 2X6 SIDE BOARD, TYP NOTE BOCCE COURT DIMENSIONS = 12'X60' �OCCE COURT SCALE: 1 " = 1' PLAN BUTT JOINT, NO SAND AGGREGATE SETTING BED, MATCH (E) UNIT PAVER, MATCH (E) PATTERN COURTYARD PAVING SCALE: 1/2" = 1' HOLD LEVEL, 4" MAX VERTICAL DIFFERENCE BTWN PAVERS (E) SURFACE DRAIN, WHERE OCCURS (E) WATERPROOFING MEMBRANE (E) STRUCTURAL SLAB, SSD n11TT ininiT nni Al i c-inrc- ADJ PAVERS CONIC CURB OR (E) WALL, WHERE OCCURS P-4 I SYNTHETIC TURF ACRYLIC —COATED SAND INFILL CLASS 2 PERMEABLE AGG; COMPACT TO 90% 00 Oo 000 6I,coOc fI(--------- °o °000000� 0�0000 OHO � O�OOOSLO��TODRAIN�C WATERPROOFING ASSEMBLY, SAD STRUCTURAL SLAB, SSD 2x4 COMPOSITE PERIMETER NAILER BOARD. FIX TO CURB WITH 3/8" DIA EXPANSION BOLT, WASHER & NUT AT 3'-0" OC NOTE: MAINTAIN ACCESSIBLE TRANSITION — TURF BACKING TO BE INSTALLED NO MORE THAN "' BELOW WALKING SURFACE AT PAVERS LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 2 Theatre Square #218 Orinda CA • 94563 925.254.5422 www.iett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 Date: 06-17-2022 scale: AS DRAWN Drawing T i t i e: CONSTRUCTION DETAILS Drawing No. L5001 q G1 OUTDOOR KITCHEN V) SCALE: 1 /2" = 1' SYNTHETIC TURF SCALE: 3" = 1' LANDSCAPE ARCHITECTURE + DESIGN CRLA #3335 • 2 Theatre Square #218 • Orinda CA • 94563 925.254.5422 - www.jett.land NINETEEN800 AMENITY REDESIGN 19700 VALLCO PARKWAY, CUPERTINO, CA 95014 NO. DATE ISSUE/REVISION 1 01/18/21 PERMIT SET 2 09/29/21 A PLAN CHECK RESPONSE 3 06/17/22 PLANNING PERMIT 4 5 6 7 8 9 10 D ate: 06-17-2022 s c a I e: AS DRAWN Drawing T i t l e: CONSTRUCTION DETAILS Drawing No. L5002