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Plan Set (Combined)_2ow -'f Prometheus CUPERTINO CITY CENTER 20400 & 20450 STEVENS CREEK BLVD CUPERTINO, CA 95014 PLANNING FORMAL APPLICATION Resubmittal 8/24/2018 0 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 COVER SHEET G.000 PROJECT #: 17012.00 SCALE: VICINITY MAP I SHEET INDEX PROJECT DESCRIPTION I 1500' PLOTS AND PERMITS Al VOTE: LANDSCAPE AND SITE IMPROVEMENTS WILL TAKE PLACE DUTSIDE OF THE PROPERTY LINES OF 28/LOT 2 27/LOT 3. SUCH SITE IMPROVEMENTS ARE PART OF DIR # 1 AND DIR # 2 6.80 1 I I I VACATED ROAD D0C.15515281� I I 1 -20470- I� I0 of NI 65 LOT 6 1 1 1.317 AC. 1 I I I 126.54 I I •11.66 LOT 7 1.275 AC. 18.67 2.67 0.50 0.50 ,14.17 43.50 o 7i 9.67 12.33 � `12.33' \------------------------- 270 \�-20400150188 STEVENS CREEK BLVD.- � 2G7 p ` LOT 2 0.837 AC. 40' N j o 50' �� N n 27 -20400 TORRE AVE.- N LOT 3 0.837 AC. -20450 STEVENS CREEK BLVD. - -SUITES 120-30-50-90 & 350- 2 e-----------70 ------ - - - - - - - COMMON AREA LO ------- - - - --- ... ... 08.32 I 270 I ANZA BLVD. - I -20J80 STEVENS CREEK BLVD. - I I DIRECTOR'S MINOR MODIFICATION (DIR) # 1 - DIRECTOR'S MINOR MODIFICATION (DIR) #2 ----- o -- 133. I "SE k f I (1.87 All I . I 1 : PCL. I ... I I ' I I 1-RENTAL::ONL I I ----� 138-- CUPERTINO CITY CENTER PROPERTY (ARCHITECTURAL AND SITE APPROVAL (ASA DIRECTOR'S MINOR MODIFICATION (DIR) # 2 BUS STOPS --do- WALK RADIUS PHASE AND SCOPE DIAGRAM PHASING DIAGRAM 00 GENERAL G.000 COVER SHEET X X X G.001 PROJECT INFORMATION X X X G.002 EXISTING CONDITIONS X X X 3 01 CIVIL C0.0 TITLE SHEET X X X C1.0 PRELIMINARY EXISTING CONDITIONS PLANS X X X C2.0 PRELIMINARY SITE PLAN (ALTERNATIVE 4) X X X C2.1 PRELIMINARY SITE PLAN X X X C3.0 PRELIMINARY GRADING AND DRAINAGE PLAN X X X C3.1 PRELIMINARY GRADING AND DRAINAGE PLAN X X X C4.0 PRELIMINARY CONSTRUCTION DETAILS X X X 02 LANDSCAPE L-0.01 ILLUSTRATIVE LANDSCAPE PLAN X X X L.0.02 ILLUSTRATIVE CONCEPT PLAN - COURTYARD X X X L.0.03 COURTYARD LANDSCAPE - AERIAL VIEWS X X X L.0.04 COURTYARD LANDSCAPE - VIEWS X X X L.0.05 COURTYARD LANDSCAPE - SECTIONS X X X L.0.06 COURTYARD LANDSCAPE - SECTIONS X X X L.0.07 LANDSCAPE ELEMENTS X X X L.0.08 LANDSCAPE ELEMENTS - VINE COLUMNS X X X L.0.09 LANDSCAPE ELEMENTS - PLANTER EDGES X X X L.0.10 LANDSCAPE ELEMENTS - PLANTING & PAVING X X X L.0.20 ILLUSTRATIVE LANDSCAPE PLAN X X X L.0.30 LANDSCAPE MATERIALS X X X L.0.31 LANDSCAPE MATERIALS X X X L.0.32 LANDSCAPE MATERIALS X L.0.33 LANDSCAPE MATERIALS X L.1.00 LANDSCAPE MATERIALS PLAN X X X L.2.00 PLANTING PLAN X X X L.2.05 PLANTING SCHEDULE & NOTES X X X L.3.00 VINE COLUMNS - ROOF PLAN X X X L.3.01 VINE COLUMNS - ELEVATIONS X X X 20 04 ARCHITECTURAL AS.101 SITE PLAN X X X AD.301 DEMO ELEVATIONS X X A.101 LEVEL 1 FLOOR PLANS X X X A.301 OVERALL ELEVATIONS X X X A.302 STREETSIDE ELEVATIONS OB3 X X X A.303 STREETSIDE ELEVATIONS OB4 X X X A.304 BUILDING ENTRANCE ELEVATIONS X X X A.305 COURTYARD ELEVATIONS X X X A.311 BUILDING SECTIONS X X X A.321 NE ENTRY RENDERING X X X A.322 WINTER LOBBY EXTERIOR RENDERING X X X A.323 SUMMER LOBBY EXTERIOR RENDERING X X X A.324 FRP CLADDING VIEWS X X A.325 TRELLIS VIEWS X X A.801 WALL SECTIONS AND DETAILS X X X A.802 WALL SECTIONS AND DETAILS X X A.803 TRELLIS DETAILS TRELLIS DETAILS MATERIALS BOARD X X A.804 X X A.811 X X X A.812 PRECEDENT IMAGES X X X A.821 SITE DETAILS X 21 07 ELECTRICAL E.001 SITE LIGHTING X X X E.002 TOWER BEACON LIGHTING IMAGERY X X E.003 TOWER BEACON LIGHTING X X X E.004 SITE LIGHTING LUMINAIRE SCHEDULE X X X 4 Grand total: 55 THE PROJECT IS A RENOVATION TO THE EXISTING CUPERTINO CITY CENTER HIGH RISE BUILDINGS BUILT IN THE 1980'S. THE EXISTING SITE CONTAINS 2 HIGH RISE TOWERS CONNECTED BY A PODIUM OF 2 LEVELS OF UNDERGROUND PARKING. THE ROOF OF THE PARKING PODIUM CONTAINS A PLAZA THAT CONNECTS THE TWO BUILDINGS. ORIGINAL STAIRS, AND EXPOSED GLASS ELEVATOR, AND GLASS CANOPY CONNECTS THE UNDERGROUND PARKING TO THE PLAZA LEVEL. THE ADJACENT PROPERTIES, INCLUDING THE STREETS, ACCESS DRIVEWAYS, AND ADJACENT PLAZAS ARE OWNED AND OPERATED BY A HOA/COMMON AGREEMENT WITH PROMETHEUS AND A FEW OTHER ADJACENT BUILDING OWNERS. THE RENOVATION PROJECT CONSISTS OF TWO PHASES OF WORK: PHASE 1 AND PHASE 2. THIS PLANNING APPLICATION CONCERNS PHASE 1 ONLY. PHASE 1 EXTERIOR WORK INCLUDES UPDATES OF ORIGINAL ELEMENTS. THE PROJECT UPDATES THE TWO BUILDINGS' CORNER STREET ENTRANCES. SOME EXTERIOR GRANITE -CLAD WALLS WILL BE REPLACED WITH NEW CLADDING AND PUNCHED WINDOWS. THE PROJECT HAS NEW ALLEY LOADING DOCK ROLL -DOWN DOORS AND TRASH ENCLOSURES. THERE IS A COMPLETE OVERHAUL OF THE EXISTING PLAZA WITH A NEW LANDSCAPE DESIGN. ONE OF THE HIGHLIGHTS OF THE PROJECT WILL BE (3) 5 STORY 'GREEN COLUMNS' IN THE COURTYARD, WITH A CABLE NETWORK SUSPENDED FROM THE PROJECT'S EXISTING BUILDINGS. THE PROJECT INCLUDES AN ACCENT LIGHTING "BEACON" ELEMENT AT THE TOP OF THE EXISTING TOWERS. PHASE 1 INTERIOR WORK INCLUDES ROUGHLY 4,620 SF OF GROUND FLOOR FINISH UPDATES AND REDESIGN OF THE CENTRAL HALLWAY AND LOBBIES. AN EXISTING SINGLE OCCUPANCY SHOWER WILL BE RELOCATED. SOME EXTERIOR SPACE IS MADE INTERIOR, AND SOME INTERIOR SPACE IS MADE EXTERIOR; IN TOTAL FOR BOTH BUILDINGS, OVER 300 SF OF INTERIOR SPACE IS CONVERTED TO EXTERIOR SPACE. PHASE 2 (NOT PART OF THIS PLANNING SUBMITTAL) CONSISTS OF SOME RENOVATION WORK ALONG THE TWO ADJACENT DRIVEWAYS AND A RENOVATION TO THE EXISTING CIRCULAR FOUNTAIN TO THE NORTHWEST OF THE SITE. SIGNAGE IS NOT PART OF THE PROJECT SCOPE. ANY PROPOSED SIGNS INCONSISTENT WITH THE MASTER SIGN PROGRAM WILL REQUIRE MODIFICATION TO THE MASTER SIGN PROGRAM UNDER A SEPARATE PERMIT. PROJECT INFORMATION GENERAL PLAN DESIGNATION: "HEART OF THE CITY SPECIFIC PLAN" ZONING DESIGNATION: P (CG, OF, RES) THIS PROJECT CONCERNS AN EXISTING BUILDING. ALL ELEVATIONS ARE APPROXIMATE FOR THE EXISTING BUILDING. BUILDING ELEVATIONS ARE NOT CHANGED DUE TO THE PROJECT. -NORTHEAST ENTRY: 130' 6" ABOVE SEA LEVEL. -LEVEL 1: 137' 6" ABOVE SEA LEVEL. -HIGHEST OCCUPIED FLOOR (8TH): 92' 6" ABOVE LEVEL 1 -MAXIMUM HEIGHT OF STRUCTURE (AT'LIGHT BEACON'): 125' 10" ABOVE LEVEL 1. SITE AREA: 72,900 SF (1.67 ACRES). APPROXIMATE BUILDING AREA OF BOTH EXISTING BUILDINGS: 356,256 SF FLOOR AREA RATIO: 72,900 SF / 356,256 SF (EXISTING) = 4.9. THIS PROJECT UPDATES THE GARAGE ELEVATOR AND STAIR CORE AT THE CENTER OF THE COURTYARD. THE EXISTING PARKING FACILITIES ACCOMMODATE APPROXIMATELY 530 CARS. TWO OR THREE PARKING STALL ARE REMOVED IN THE PROJECT. THIS PROJECT DOES NOT CHANGE OR AFFECT THE EXISTING BICYCLE PARKING FACILITIES OR CAPACITY. THIS PROJECT DOES NOT CHANGE THE NUMBER OF ACCESSIBLE PARKING STALLS. THE EXISTING OFFICE BUILDING WILL REMAIN AN OFFICE BUILDING. FUNCTION WILL NOT CHANGE DUE TO THE PROJECT. HOURS OF OPERATION ARE REGULAR BUSINESS HOURS. THE NUMBER OF BUSINESS USERS WILL NOT CHANGE 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 PROJECT INFORMATION G.001 PROJECT #: 17012.00 SCALE: As indicated w VIP - EXISTING GFRC, GRANITE, AND WINDOOWS 0 74 � .. � ��.C, • �i `ice; �.�• i%r�` 1•y ,` � � ~� � � • ����� _ r . i � - - `A-. EXISTING NORTHEAST STREET ENTRANCE (SOUTHWEST SIMILAR) EXISTING WALKWAY BETWEEN BUILIDNGS EXISTING CANOPY AT CENTER OF COURTYARD 3/ 19/2018 CUPERTINO CITY CENTER WRNS _-)*TUD10 0 180824 FORMAL APP RESUBMITTAL 1 EXISTING CONDITIONS G.002 PROJECT #: 17012.00 SCALE: SHEET INDEX SHEET NO. DESCRIPTION C0.0 TI TLE SHEET C1.0 EXISTING CONDITIONS PLAN C2.0-2.1 PRELIMINARY SITE PLAN C3.0-3.1 PRELIMINARY GRADING & DRAINAGE AND UTILITY PLAN C4.0 PRELIMINARY CONSTRUCTION DETAILS PROJECT SUMMARY 1. OWNER/DEVELOPER: PROMETHEUS REAL ESTATE GROUP 1900 SOUTH NORFOLK STREET, SUITE 150 SAN MATEO, CA 94403 CONTACT: JON ATH AN STONE 2. ARCHITECT: WRNS STUDIO 501 SECOND STREET, SUITE 402 SAN FRANCISCO, CA 94107 (415) 489-2242 CONTACT: JAMES MALLERY CUPERTINO CITY CENTER F20400 AND 20450 STEVENS CREEK LVD � CITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA VICINITY MAP NOT TO SCALE NORTH 3. LANDSCAPE: PLACE STUDIO 735 NW 18TH AVENUE PORTLAN D, OR 97209 (503) 334-2080 CONTACT: CRAI G M CGLYN N 4. ENGINEER: BKF ENGINEERS 1730 N. FIRST STREET, SUITE 600 SAN JOSE, CA 95112 (408) 467-9100 CONTACT: PATRICK CHAN - - 5. MECHANICAL, ELECTRICAL P AE CONSULTING ENGINEERS ... ............................... .. ........................ ........................... ................. ................. AND PLUMBING: 425 CALIFORNIA STREET, SUITE 1200 SAN FRANCISCO, CA 94104 W (415) 544-7500 CONTACT: MARCO ALVES SS SD 6. UTILITIES: JT WATER SUPPLY: SAN JOSE WATER SERVICE FIRE PROTECTION: SANTA CLARA COUNTY FIRE DEPARTMENT SEWAGE DISPOSAL: CUPERTINO SANITARY DISTRICT STORM DRAIN: CITY OF CUPERTINO GAS: PACIFIC GAS & ELECTRIC ELECTRIC: PACIFIC GAS & ELECTRIC TELEPHONE: AT&T CABLE TELEVISION: COMCAST 7. ASSESSOR PARCEL NUMBER: 369-01-279 369-01-28 8. ZONING: MIXED USE (GENERAL COMMERCIAL, OFFICE, RESIDENTIAL) - P (CG,, OP, RES) 9. GENERAL PLAN USE: "HEART OF THE CITY SPECIFIC PLAN" w 10. FLOOD ZONE D: AREA OF UNDETERMINED FLOOD HAZARD. PANEL 06085CO204H 0 BASIS OF BEARINGS THE BEARING NORTH 81 °11'40" EAST, BETWEEN TWO 3/4" IRON PIPES, ALONG THE NORTHERLY LINE (SHOWING A DISTANCE OF 812.29') OF "THE LANDS OF SANTA CLARA" AS SAID LANDS ARE SHOWN ON THAT CERTAIN RECORD OF SURVEY, FILED ON OCTOBER 2ND9 1979 IN BOOK 450 OF MAPS AT PAGE 41, SANTA CLARA COUNTY RECORDS, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. BENCHMARK THE ELEVATION OF 432.79 FEET (NGVD 29) ON THE NATIONAL GEODETIC SURVEY MONUMENT "HPGN D. PID AA1871" WAS TAKEN AS THE BASIS OF ELEVATION FOR THIS SURVEY. �fft'llIldlET1 NGVD 29 LEGEND ABBREVIATIONS SAWCUT LINE AC ASPHALT RETAINING WALL AD AREA DRAIN BFP BACKFLOW PREVENTOR TOP OF CURB BOW BOTTOM OF WALL DRIVEWAY BAN BACK OF WALK CATV CABLE/TELEVISION STRIPING CB CATCH BASIN PROPERTY LINE C/L CENTER LINE CO CLEAN OUT EXISTING EASEMENT COL COLUMN LIMIT OF WORK COMM TELEPHONE COMMUNICATIONS C/ CONC CONCRETE BUILDING LINE COR CORNER ADJACENT LOT LINE DI DRAINAGE INLET DICL DUCTILE IRON PIPE EXISTING BUILDING LINE DWY DRIVEWAY CENTER LINE EB ELECTRIC BOX ELEC ELECTRIC WATER LINE EP EDGE OF PAVEMENT SEWER LINE EW EDGE OF WALK FF FINISH FLOOR STORM DRAIN LINE FL FLOWLINE JOINT TRENCH LINE GM GAS METER GND GROUND EXISTING WATER LINE GV GAS VALVE EXISTING SEWER LINE HB HEADER BOARD HC HANDICAP EXISTING STORM DRAIN LINE IRR IRRIGATION DRAINAGE MANAGEMENT AREA LG LIP OF GUTTER SDCB STORM DRAIN CATCH BASIN SETBACK LINE SDMH STORM DRAIN MANHOLE BIORETENTION AREA SL SLEEVE SLB STREET LIGHT BOX SIDEWALK SS SANITARY SEWER SPEED TABLE SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE ASPHALT SW SIDEWALK EXISTING CONCRETE PAVERS TC TOP OF CURB TOS TOP OF STEP EXISTING STREET LIGHT TW TOP OF WALL MANHOLE UB UTILITY BOX UTIL UTILITY AREA DRAIN VG VALLEY GUTTER CATCH BASIN VLT VAULT WB WATER BOX CLEAN OUT WM WATER METER FIRE HYDRANT W/WTR WATER FLOW DIRECTION WV WATER VALVE REMOVE EXISTING TREE BOLLARD TRUNCATED DOME 24 AUGUST, 2018 CUPERTINO CITY CENTER .............. 1Q 180824 FORMAL APP RESUBMITTAL 1 M6, BKF Son 1730Jose,N. 'rst CA 95112Ste. 800 .�i.�u� 408m487m9100 408m467m9199 TITLE SHEET PROJECT A 17012.00 Como SCALE: AS NOTED o O.oyo ` BLDL LSCP 234.65 234.30� CONC WV� UVL ` 234.30 234,39 PAVERS 235.65 CO - U LSCP U 0� EV 7RAN � IRAN � LSCP ,�, `-✓ - '• SSCD 234.54� TOP RIM S CONC o WC� ELE = 234.80 CONC EV C ON AREA V0 TWJ 244.90 WA TER � ti - 0 6 5 BWJ=235.10 FOUNTAIN CC=235.00 Cw )WNER LLC m� �� 'A BLVD. TWJ 244.89 CO�VC �`,'� �`�?t'6 BWJ=235.11 LSCP CC=235.02 ° WC � e?ss BLDC 'WQF Infw 23764 CLDR 0 TH=235.05 CLDR 0 C=234.85 PAVERS TD iWJ=244.91 1I)o 42.I�4 WV® AD 237 0 CLDR 0 CC=234.95 S MH ` BLDC TDJ=242.97 234'49 CONC I \VERS PL 237.60 LSCP TWJ=242.98 gip; BCC=234.94 ti000� J � .0 AD 0 3 237251 TWJ=242.98 �0`O 1 PL BWJ=235.03 ,�. ,o, ,� 1� CC=234.70 LSCP y�`�� AD PL 0�� 237.45 �0� �N, CLDR NC WALL PL 23 237.63 A o RAMP 00�y AD ti v PL 0� � 237.39 APN 369-53-000 Z Q TO 227. COMMON AREA & CONDOMINIUM UNITS / FL 226.9 TRACT No. 9476, 768 M 47-49 x 2Jq.296.9 AC m c� 226.5 TC 227.6 0 �7FE 22717 APN 369-01-022 22 I CITY CENTER BUILDINGS CA L.P. NE ENTRY a TC 227.80 I 1 (NO ADDRESS) ' y t FL 227.29 TC 227.92 - - - - - - CONC SDDI �G FL 227.4 TRAN TRAN O �9.22 LG 22742 JCALS�T�RAN 1RAN 1RAN LSCP 1RAN L'SEP' SD�t27ONC LSCP. '�� C C 232.63� 'O` .'�` CONC ��• F ti ACD 1RU N-S) 18" P ° 2� �-' V - T-_0 - B. G�0�0� �Gti �G�O�X 1G�0 29 CONC o6226g HC 227.E 233. wv wv coNc 2 42 PRIVATE L f.711M0N �" N A HC 227.7233.84 233.66 ° CONC o ` Concrete 228.22 ' SCP 234.80Ap +0+ WB 2JJ. 0 LSCP B° 23J.J8 �-P, LSCP227.9VENT ® VENT B°R. V VENT �. �'� HC 7.8 SDDI - - - - - GRA T - N89'06'40"W 270.00' VENTED WALL LOAD DOCK 0h INV=2 3.8 - ' • �`L0 INV=2 4.0 (W) 18' P ♦ TC 228. QEB ' a FL 228.0 ' • ,,• • • ti1�0� TC 228.4428.0 oFDC FL 228.11 LG 228.15 h ;Lj WV APN 369-01-028 ' �� • :�• AC228.30 ' / G CUPERTINO CITY CENTER BUILDINGS CA L.P. �5 - CONC' ��\\ 20400 STEVENS CREEK BLVD.��� DOC. 20764732, PCL. ONE p� 6 (LOT 2, TRACT 7953, 571 M. 36-37) ' •' titi� a J • • • p 9. • • • • • �o o� Aso TC 229.61 + .� LS' ��y ��9 ��� y� EP 229.28 SDDI ' A CRA7E=229.36 7.49 • ��� , • INV= INV=227.61 " 18' P LSCP BLDL 237.44 FDC • • • • •. • • '�0 h 'L00�0� 0 �0� PL ° 2�7.48 237.621 • • �• • • AC D 0 1 �V, �v 0 CONC WALL \ • LSC • LSCP L �y1 ti 237.68 " ; ; \ \�i • • , 1� o� ti0 PL PL • Jj � � • UP UP ll\\ AD ' 0� • \\ • • '� �0 1�0 � 237.42 F9! Js AD PADS P 'o` P '�` • • '° • ' F 237.47 o Q ERHANG/ • c °i �I C I " 3 'C\ ' � OV CONC I o O lF �G� 23 • • . CONC 13886 BW?37.56 SCO RAMP 238.57 • TW SyFSFF ® cQ� j237.16 -COL BW 237.22yaF���J� 9/ (T yp) l CP Q 1 LSCP. 237.521 237. / P `%� O BW 2 41y1�0 0 237.61 ~- • 0� �' PL QIR 0 BLDL A0 01 �y i. GV EV N•6 o ¢ oa �G t-.� o ❑ 3.33 �� moo ' 6 > rr ,, r- ^ RATE .28 ,� AD �`���> C W L _m • tip' N H APN 369-01-068 23759� � ,. •ss TW 238.61 w @ 'o .y BW 23723 W - CUPERTINO CITY CENTER GARAGE o APN 36 9 - 01- 06 5 L Z ��� ti� 1� ' `if ssc 1 PL N W D�tis 0,,,• sR scP 2371s ��� AND CONDOMINIUMS CUPERTINO HOTEL OWNER LLC °B B g 0 Q � - 0 20350 TORRE AVENUE 10050 S. DE ANZA BLVD. ( 26� COS j'<y TW 238.62 Z 0 Ir SDD S W E N T RI OVERHANG ��� , 237.24 ® m� W GRATE=23319 �0 .�0 8' C� �CRo y0 C01 WA L �3, - P �s �o Q SCREEN 0 �0 B 2 s GRAZE=233.16 ' • " • 237.56 0�ti01 ��> o� 10, 3 lo i • • PL DMH EV ' • \ � D CP 233.32 • \ .7' PL 237.42 ' ' m • • O .. .i. PARS • ,Qi`- ion- PL 7 ,.... s ivc•IOL 233.76 I ' • • • • \ \ • • () PL PL PL ,L^�1' Abe PL LS J 23382 BD � DLOADING 23739 DOCK 23735J L P JW �•o= • • ��o PL `�� ,�y01 ti0ti01 I IRA Q ¢ ��� ' • • • • • • FDCEli 0GARAGE 237.41 P 0 `L 1-0� ,��� LSC ��' EN1RY Q 41- / • �01 0�ti Aa PL `�,L,��6 AC ss,�j ° 237.40 233.93 ti0 • • • A B B �CONC WALL I �o �0001 ' SSW . . • • -+ H TMH 234.09 • • • 237.43 `i ,�0 1ti 2312 234.2s APN 36 9 - 01- 027 LS ° ti0 PL PL � kSDMH­ ���L CUPERTINO CITY CENTER BUILDINGS CA L.P. �F<g ti��°10 - 'L • • • • 20450 STEVENS CREEK BLVD. FOF����> PL 0��0 PA '°` '°� AC LSCP ' 234.20 �0 G`L0 CONC ' • S H RAMP • DOC. 20764732, PCL. ONE ' (LOT 3, TRACT 7953, 571 M. 36-37) qo ` F�� CONC 234.31 UP UP . J z PL \ 1 / P VERS ?s>ojso �G 0 0� S BLD 2JZ38 WALK V } l • TW 2 89GARAGE BW 61 I J DI 1• EXI T CONC 234 9) • I o GRA TE= 62 f- ' j 00 2�N58 ' SSCD ca, 234 46� ♦ ' �' �v `� 06 LSC ' T ` • BLDC CONC 2344¢ EB❑ P VERS N89'06'40"W 270.00' 23766 - PL - - `sue RIM=237.32�G- B° Ss77 ' R VENT GR SS 234.47 234.59 R VENT TE PAVERS ❑ SSCO °B 237.71 WM _o� SSC LSCP CONC HCR LSCP® �� '�` 235.04 o .,. Fo �� ��� ' E W6 o 37.38 0 11 � CALI AVENUEIV 2 �y1�1y0 1�10 ati 6� 1�, AC _ QT�Y 1 � ti C,10110 ti 1 ti� sDol (PRIVATE STREET) ' Q ' �� NG 1 G 233.5 A REA o M l SC o MIS 0 ti GRA TE=232.89 `L ^� ' 0 0' ��0 INV=227.64 (E-W) 12" P 2 3 C� 233.56 �,� . AC233.850� �� �� F RIM=232.88 A Fe Q SSM CONCLu VG `L0� �� 0 LSCP } = 3.18 0 Y G 0' °� �?�ss ti B AC ss �G APN 369-01-035 SEAGATE TECHNOLOGY LLC 10200 S. DE ANZA BLVD. INV=229.35 S 6 P h0 . 2 INV=228.80 (W) 12' P - a I x 233.5 CONC Cokrete Q I R, APN 369-01-026 CUPERTINO CITY CENTER APARTMENTS 20380 STEVENS CREEK BLVD. 237.21 b 237.29 AC ALL237.36 A ALx 236.6 x 235 23�.23 6.ti �1• 0� H G� 10�0'nti01' 0 237.79 ?moo • S' S{ �ONC P� �00• > 0 ANJ� ISC SS 237.47 GRATE=236.82TC 237. APN 369-01-023 A �`�>�� ®I z FH LSCP CUPERTINO CITY CENTER OWNERS (NO ADDRESS) Sl LEGEND PROPERTY LINE ADJACENT PROPERTY LINE ABBREVIATION AC ASPHALT CONCRETE AD AREA DRAIN AR ACCESS RAMP B BOLLARD BLDC BUILDING CORNER AT GROUND LEVEL BLDL BUILDING LINE BP BLANK PLATE BS BADGE SENSOR BW BOTTOM OF WALL BWJ BOTTOM OF WINDOW JAM BWI BOTTOM OF WINDOW CC CONCRETE EDGE CLDR CENTERLINE OF DOOR CLF CHAIN LINK FENCE COL COLUMN CONC CONCRETE CR CARD READER CW CONCRETE WALL EO ELECTRICAL OUTLET ELB ELEVATOR BUTTON ELVTR ELEVATOR SHAFT EP EDGE OF PAVEMENT FA FIRE ALARM, PULL BOX FC FLUSH CURB FH FIRE HYDRANT GM GAS METER GND GROUND ELEVATION GV GAS VALVE LS LIGHT SWITCH LSCP LANDSCAPED AREA MD MOTION DETECTOR MH MANHOLE PL ABOVE GROUND PLANTER WITH 3" TREE SC SECURITY CAMERA SDDI STORM DRAIN, DRAINAGE INLET SDMH STORM DRAIN, MANHOLE SSCO SANITARY SEWER, CLEAN OUT SSMH SANITARY SEWER, MANHOLE TB TELEPHONE BOX TBLDC TOP OF BUILDING CORNER TC TOP OF CURB, AT FACE TD TRUNCATED DOMES THM THERMOSTAT TR TREE TRAN TRANSFORMER TDJ TOP OF DOOR JAM TW TOP OF WALL TWJ TOP WINDOW JAM TWI TOP OF WINDOW VG VENT -GRATED UN,UNKN UNKNOWN UTILITY UVL UTILITY VAULT WC WOODEN COLUMN WDC WOODEN FENCE WV WATER VALVE BENCH ® 0.9' RECESSED LIGHTS OVERHEAD SPRINKLER EXISTING TREE DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. ELEVATION DATUM CITY OF CUPERTINO BENCHMARK 33, A CONCRETE NAIL SET IN THE TOP OF CURB AT THE NORTHEAST CURB RETURN OF STELLING ROAD AT GARDEN GATE DRIVE. ELEVATION = 262.21' (NGVD29). BASIS OF BEARINGS THE BEARING N50'11'13"E BETWEEN MONUMENTS FOUND ALONG THE CENTERLINE OF TORRE AVENUE AS THE SAME IS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN BOOK 526 OF MAPS AT PAGE 5, SANTA CLARA COUNTY RECORDS. THE DISTANCE BETWEEN SAID MONUMENTS IS 189.16 FEET. NOTES: 1. AERIAL PHOTOGRAMMETRIC MAPPING BY 360 AERIAL MAPPING, INC. DATE OF PHOTOGRAPHY JULY 11, 2017. CONTOUR INTERVAL 1 FOOT. 2. SURFACE UTILITIES ONLY WERE LOCATED. NO ATTEMPT HAS BEEN MADE TO SHOW SUBSURFACE UTILITIES. CONTRACTOR TO VERIFY UNDERGROUND UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. THE CONNECTION POINT TO THE CITY STORM DRAIN SYSTEM IS NOT SHOWN ON THIS PLAN AS IT'S NOT WITHIN THE SCOPE OF WORK AND WILL NOT BE CONNECTING TO IT. THE CONNECTION POINT FROM THE PRIVATE STREET TO THE CITY STORM DRAIN SYSTEM (MANHOLE 3994, PAGE 59 ON CUPERTINO STORM DRAIN STRUCTURE MAPS) IS LOCATED ON STEVENS CREEK BLVD. GRAPHIC SCALE 0 20 40 80 ( IN FEET) 1 inch = 20 ft. 24 AUGUST, 2018 CUPERTINO CITY CENTER WRNS�TUDV.., B 1730 N. First Street, Ste. 600 San Jose, CA 95112 ►lp . 408.467.9100 408.467.9199 1Q 180824 FORMAL APP RESUBMITTAL 1 PRELIMINARY EXISTING CONDITIONS PLAN Cl .O PROJECT t 17012.00 SCALE: AS NOTED Y O Y O Z Z 0 0 0 0 � � J J (409) PAE, EVAE & PUE VARIES 209 VARIES VARIES STAIRS STAIRS LANDSCAPE (E) PRIVATE ALLEY SIDEWALK SIDEWALK SEE ARCH. SEE ARCH. (N) 6"0 BOLLARD (N) CONC PAVEMENT (E) BLDG 2% 2% ......:�. .......::: ..... ...:. ...... ..... ......::::.....:..:i .. ,:: ..:.: . .. :..:. . ... ......:. :, .... .. ... ... :....: .::: {f{f VARIES �- MAX �- d a MAX �- d d . _ a . n d d SECTI ON A — A 0' (H) W ENHANCED NE ENTRY SCALE: 1" = 10' (50') SECTION B—B 1 ft = 10' (H) J O J Ld Z J O J W 5.5' VARIESI SW LS � I MAC I KEY MAP SCALE: NTS LEGEND PROPERTY LINE ADJACENT LOT LINE — — — — PAVEMENT SAWCUT RETAINING WALL BOLLARDS Q TRUNCATED DOME I "I 'I 1 GRAPHIC SCALE (IN FEET 1 inch = 10 ft. 24 AUGUST, 2018 CUPERTINO CITY CENTER ..... ........ M6, BKF Son 1730Jose,N. 'rst CA 95112Ste. 800 .�i.�u� 408m487m9100 408m467m9199 1Q 180824 FORMAL APP RESUBMITTAL 1 PRELIMINARY SITE PLAN C200 PROJECT A 17012.00 SCALE: AS NOTED ENHANCED SW ENTRY. SCALE: 1" = 10' w w w Z Z Z J J J H H H 0 0 0 J J J w w w ..i u .., (509) PAE, EVAE & PUE SIDEWALK (50*) PAE, EVAE & PUE (25't) _ i _ (E) SIDEWALK w Z J H 0 J w `. w Z J H 0 w ADJACENT PROPERTY APN: 369-01-026 2' ENHANCED SE ENTRY SCALE: 1" = 10' w Z J H Y O 00-%LLI 3 o J SIDEWALK 'SIDEWALK STAIRS ISEE ARCH. I I I 2% 2% MAX MAX w Z w Z Y H 0 H 0 3 .-% .-. v v O (50") � PAE, EVAE & PUE STAIRS J SIDEWALK 1 (6.5"±) 25' (E) SIDEWALK SEE ARCH. (E) LS CALI AVENUE 1 1 (E) VERTICAL M � 2% CURB j X MAX (E) AC PAVEMENT \\.- (E) CURB & GUTTER 1 ,LEGEND PROPERTY LINE ADJACENT LOT LINE — — — — PAVEMENT SAWCUT RETAINING WALL BOLLARDS Q TRUNCATED DOME KEY MAP. SCALE: NTS GRAPHIC SCALE 10 20 ( IN FEET ) 1 inch = 10 ft. SECTION C—C SECTION D—D SECTION E—E SECTION F—F 24 AUGUST, 2018 ,��H, ,�_,°� �H> ,_,°" _,°' (H) " 1`_10' (H) CUPERTINO CITY CENTER 1Q 180824 FORMAL APP RESUBMITTAL 1 M6' BKF Son 1730Jose,N. 'rst CA 95112Ste. 800 .�i.�u� 408m487m9100 408m467m9199 PRELIMINARY SITE PLAN C201 PROJECT A 17012.00 SCALE: AS NOTED ENHANCED NE ENTRY, SCALE: 1" = 10' KEY MAP SCALE: NTS 1 LEGEND PROPERTY LINE ADJACENT PROPERTY LINE PAVEMENT SAWCUT ASPHALT PAVEMENT CONCRETE SIDEWALK LANDSCAPE SPEED TABLE EXISTING CONCRETE PAVERS RETAINING WALL SLOT DRAIN WITH FLOGARD TRENCH DRAIN FILTER, MODEL FG-TDOF8 OR APPROVED EQUAL DROP INLET WITH TRITON BIOFLEX DROP INLET TRASH GUARD OR APPROVED EQUAL AREA DRAIN D-1 NOTES: 0 'N0000pw STORM DRAIN INLETS ON PARCEL MUST BE CLEARLY MARKED WITH "NO DUMPING FLOWS TO CREEK" OR "NO DUMPING FLOWS TO BAY" GRAPHIC SCALE (IN FEET 1 inch = 10 ft. 24 AUGUST, 2018 CUPERTINO CITY CENTER 1Q 180824 FORMAL APP RESUBMITTAL 1 M6' BKF Son 1730Jose,N. 'rst CA 95112Ste. 800 .�i.�u� 408m487m9100 408m467m9199 PRELIMINARY GRADING & DRAINAGE AND UTILITY PLAN PROJECT 17012.00 C300 SCALE: AS NOTED LEGEND ENHANCED SW E SCALE: 1" = 10' NTRY TILITY BOXES TO BE CAU AVENUE TO FUTURE GRADE (PRIVATE STREET) ENHANCED SE ENTRY SCALE: 1" = 10' KEY MA SCALE: NTS GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 24 AUGUST, 2018 CUPERTINO CITY CENTER .............. 1Q 180824 FORMAL APP RESUBMITTAL 1 M6' BKF Son 1730Jose,N. 'rst CA 95112Ste. 800 .�i.�u� 408m487m9100 408m467m9199 PRELIMINARY GRADING & DRAINAGE AND UTILITY PLAN PROJECT 17012.00 C301 SCALE: AS NOTED UTHIC SIDEWA. K VAR.' 5 TYP 1, A L. � K: W I T � H A 9�! 5 L � AT 1-:V I 4� 9 E 5 TV Flow w4mum F L G R STAIN DARD RATE D OP INLET ....... ... ................ . ......... . ..... CITY OF CUPERTINO 3�4 S RD DETAILS EEA TAN -0 I IIT Y IN G 1: N �4 r E IP .......................................................... 4 . ............ .............................................. ... . .... .... .. ....... .... .. . ................. ................. ..................... ............... IIW R t 49: 4 . .............. IR I4 .......... ................................................... ........... ..................................... ........... I................. .......... ............ %;�N lu C7) 11 'A 0 I CITY STANDARD VERTICAL CURB_ N TS CITY STANDARD CURB AND GUTTER N TS OldcasUePrecast­ D E C FLOGAR TR. H DRAIN FILTER . ............... ...... ................... ........... ....... ....... ...... ...... A Modul,Gr Riter Designed ' r NOrroW Ond Constdicted Are:GS TO d: The RoGard Trerich Drzii n Filter is a Mo u r f i [tu I ig d i n It lh I IirT f III a r m E: I 'Ef n te tr . . . is- d F F [3 1, 1 11171 -5 V 5 E F d 0 suLat'-a - rb - t mate al iii hic a, p -,rf t - d c -31 Iea replaced, prolvid.i.nigi. or Lexi b i I.Ity. ei se of' ma i n tenance and economy. n For narr w coi. are a, s often fo in trench pri: v I: cl e cl* ilde a r a. i ris F r ir i hic oG:,,i. rid TPCH �ch 0 ra. ri F 11t; L IV It ..Iff Th Rg H I CIVY p E"-- r o-F r m a n effectEVEH' i;.7­1E.FEF . J; . I- d: be a u se f fln e buAt-in, y n ot rli de the: d rainaae sy s III&; r--naxilirn u m des g i I.1 h io st F cI Treric Dr.g.,,nF'.Lters,a.,.reaval.L,.,a.bl.;...'n sto I n`1 h f coi . . mon trenc d rra. rT 0 t q7 SETC5 a n di 1.7 t 311"0111I 5P 1 1 C "al SPECIFICATIONS TRENCH WHDTH oulls TOTA. IT R L E WDEPTH C IIT S, RYPASS M 0n E L TYPE I F 0 P41 LYTTOP .. .. .. .. .... .. (AR MW �,TDDF3 RIPER 3. 01 .. .............................. ........................................ ............... I PIPE: 8.0 6.5 il 03 .................................................................... �-MOFlD T E f F PIPE PIPE .............................. CI �i, 4 Eli 0 F I PIF E. PIPE: 2,11"D 6.5 PANEL P N F. I.. 6. 0 a. DA a 02 -T Eli 0 A I U p:.�� �j F L 4 D TIVE ALIAPT....R. IR 5 MY F r E43; N F I-AF1 ......... E; ......... ............... ............... ...................... .......................... .............. ............ ................ .............. It i -t -1 , - I . .: :: �� ;; I 1� ;; ............... I et .................... 5791�8 19. ...... ...... .................... ............................... .... ........... ........ ........... ................ .......... .... ............ .. ............. ... . ....... ...................................... ................... .............. ........................... .................. .. ....................... ........... I .............. ...... ............. ........... - ........... . ..................... ......... ............. . .................... .............. I I.. ................... ....................................... ................................... PG.1 ..................... ....................... .......... I... .... ... .... .... .... ... .... ... .... ................. . .... .. ... ... .... ... .... ........ ... ... .. ............ ............. .... .... .... .... ... .... ... .... .... ... .... ... .... .... .... ... .... ... ..... ... ... .... ... .. ... .... ... .... .... ... .... .... .. .............. .... .... L Stormwater PG.2 SCOPE t -.r ur rri r q �u h c! CIE in., C F c, d a Iand oicaL DLean Water.Acct ric!gUlatiGns those of aric r that a t.. i o t M b m int Hd The en.,.o. cjn5 05 I en5 U re a ai ne 5 fint it. f th 0 n a reclurriing ba r's t t h t It r 0 FE0 FIECIVE.0 p y E,:�;ffi ti r 1:1 t It f ro m. cl r ri. E ru no f f It I p r E v n1i, I g P01.1111tiC.111 Fi It J;:�` L Trerich D rai; 1.1 I el v 5i i IIESE jelli I p In L rie Fklifl of riatic­); v a t- e r r e o i r c-i P- - T1, It * iard­ - .f -:5 ap it y IR MM� D. FR QUEN ,EC �MEN E CY OF SERVICE: b d: In -erirr,,: Or F=.-= erS Svisten D F1 i­ d 5 r i e FL:o Bard LaPra Tr ­h ail; I Iit 5ff, T e F` 1 o i 11 U b- i a, reourr )U 4HI:� 1H a; n M f runciff. oil utam Inadi; --d 12 id-d that each instal1ation ser vi; e:; a f debris Ii I-- a v e s,, t io m cans., paper, etiI 1h welver , rt i r n e to ic; ans are a m "I Ll M o f three times er yea.r., witirl a change of fifter medium once pie do an onsite eva,LLI H-t1ion. u. on requ-st:I P r% .1 'R��E.COIM��M,��E.��N.�Di�Eli�L�j T11INING OF SERVICE. I , es 111 PS*: 911i d eLi n fortheti ing. of',:,ervi.cen areas ful.. Pri r to. d Lali,i the seasr n. LF id ela�b: L n ea; H-S U- ri, 0 L F ef i n ite a n fol 2, For areas, su10j;E?.I to rainfaIL: 0 r"i a reicurrin.g basii s kat Least three t. I PUb: JU: 0 U I 0 3, F0 r r o a t!"I w i n t e r s n w a in d surnrner ra.lin: Prio; to an staf �er the snowseason and dUr na, the u ni rn r . a il n a o r nig Fol i no.. s; cim P t i r F III E 0 , r e c; u r r i n as 4,1 t a 1, I ei d c1l; t ; W shrra. ks, parki tc U JCC n s hhI, g, q 111710 I thEin t lh PHE 1 Fri. I f�� P CED ES; SERVICE; 0 I1 The�,- t r i,,,. r 1 r. I d Eil rn[D v ii f.� r d;­IL The s;E­r'1hf i h a 1.11 e- V ion a d r e rn e rn e nt a rli; 1 rt I mver,, a ers P cans,., et;,,.' tren ch racin sha.11 bevi.sualul',?.., 4, is p ed f o r d e4eicts, and oSsi.bLe: Uega= d; ir I iL[.eaaL durnping has representative s "ia e t i f'E' e d, es b r)c curred. the: properaLit oliti and property; wner if as so n as ractic.6 n 9 0 0 s ii a. n ii n a u.r- t r I. a. I v a C III t h e cokr,tted a1s ha lb e r vied f r ni the fifter Uner CIPS; es Ir 1U. r truc r T 0 L E n t Uld, V�l 11.31 f c - r vic nq FWG�ard LoPro'� ench D ain d t h e ffl. It eg. r 5., h 1. 1. b r e m o v e I W h n, a I a t h c c 1. 1. eil] t C d mak As 1. F. .F.r Ir il i y r U El: I Fli P H E I FIEF IE FE I CY, I IE I E: F SSE :11FIC I E F FFI E di 'd: e I iD V 'S 11, ie v'11: ul 11HP FrI r n­ J b _rr, e d It t­ n �si e; ouches b, 4 igs s. inab'Liy.. Minor darna ige or ..ner'. VC brid- and. fil e fort cufl] a ;5 Bry I c F. Idefects, found.5ha.11 be corre te; on. the spot an a notati.on iliade on .0, i& the M,a.!;nten,an.ce.R-c rdi More ext; n 5i�ve: defi.dencit.s, affect-. the eff ici e n UY ut UN.U1, I ;0,gj; -j Jim, the fi.fter (torn, if - or - nustor7 er represeriltati've, wil. . be;corrected and a cuote r n submfttiiad to e In t ar v e; a c n r i w t h the M ai n t e na . c e R III coi IThe f It and fifter uc; -Nt,� sh-A be ed f 0 c; its d sery c. ill.ii IniN .C. In e t y FF P fis C V E n thr he IJ t ri T The gratefsl I E­ [ a ed I01 II IIilt ILI 311 -111513 a IF ... FLOGARD TRENCH DRAIN FILTER, INSPECTION AND MAINTENANCE GUIDE CLASS 11 95% MIN RELATI COMPACTION AT NO LESS THAN THE OPTIMUM MOISTURE CONTENT ASPHALT CONCRETE N TS PG.3 PG.4 LOCATION TI AC CLASS 11 AB MIN. PAVEMENT THICKNESS N/A 3 6 AC PER CITY STANDARD DETAIL GENERAL NOTES, ALL NEW PAVEMENT SHALL MATCH EXISTING PAVEMENT SECTION. A MINIMUM PAVEMENT SECTION OF 3 AC 6 CLASS 2 AB IS REQUIRED. EXISTING PAVEMENT HAT IS REMOVED OR DAMAGED SHALL BE REPLACED AS REQUIRED BY City Engineer. SCARIFY 6" AND RE -COMPACT TO 87-92% MIN RELATIVE COMPACTION FOR ON -SITE EXPANSIVE SOILS AT GREATER THAN 3% OPTIMUM MOISTURE CONTENT AND 95% MIN RELATIVE COMPACTION FOR LOW EXPANSION SOILS AT GREATER THAN 1 % OPTIMUM MOISTURE CONTENT USING ASTM D1557. U R EM-1 11 Triton Woflex Drop in et Trash G ..ard Catchbasin filter Insert RE''. PG.1 krudEiiiv, menta ALtu troh! .1 rzii�g mm.:­m I Operaition: &Mai ntenance (O&M) M E and Procedures A, L REM Triton Bi.oflex Tras.h. Guard "m - RFTG Sefie-s�(f�or . De v' I D ............................................................................................................................... Catelh Basin Si . ........... .... 0"a Hit, I ................ ................................................................ P­;­.­­.. 1. r­ ft r I De MR. REM TRITO fter Recommen .d'maiwe... ianvce Proc .dure N Vi I n -e s ............... ........... I x L. x to 99 'S. 24 -ir T ....................................................................................... ............... 1. b ............... X ............ 1, to ........................................... ..................................................................................... nuirderta �e nsure proper o P:er.atio�ri.:,.RE.Ni..I'R.e�Viet nvirontlient 1. Manufacturing, rtc,', rei-otlitliends that R,F­M-.1 b 99 ............... EM.Stor-inwater filters be. Fierviriced and maii nt;-iiii ned when deb.HS. alld polluta nt a.ccurnuhafio nsexceednn b X or et an t the filiteir's ca aci It E id� t mit th; [I E sp d rior, l are ected ar.id service; at a p y R rc-cornrnen s I be REM i ............... 3;� It I 4' 4� ............... in], X' ..................... ........................... ............... I to 50 S 595.,00 um cif three time 0 minim s per s asonal vea r.. The. fireque len- �h i:,I durafio.n bet,.axeen nc n V C x3l' thm 4' x 4 1. to 99 :S� 6 nspection-si. and based on s, "cific site co.n; S1,11. as local weather PC ch R, 1:`. N t - E I .......................................................................................... x. 3` I 4' 4� ............... Id cund, itio. n.s,, sH, e u. T1W �Prieilng �110.4, �r T' 8FTG Rifte.r.Aled1a Replaacenzen,ti, . D Oulflos-f! Pi. e 'I vt i Cartridae F eA Prid. per Unit ... .. ..... Dialneler the'FOIG M di a., or other specified.rned In.cirderto ensure proper o peratiorl.I.RE.M.Irec e I 11. a ............... ............. . . S Zt - -C -A media. is no Tuore than (such Ls Activated Carbon, and/oi -ofite) be replaced when the outersurtce L coated with The s o Of RE M' s sitandard. FOG media is stark. wb.ite in colo r. 14' S.I. 'The m; dia will b: ar en wit en iiIiated con ta m iinant.s? niver ti I ecommended t at REM med." [mej isr, h I a 9 ....... . ....... ............... ............... Is and.Biofl. x b; re placed a of one (M.), or seasonal cycle yeal% Sites wth pack 0 0 P ............... ............. . . ........................................................................................................................................... t servi: poll Utaintlo iading curincentrations. may require more requen ice nd. meddia.re laCe.ment.. 14' S, �p M nl.odia pa.cics fron RE... at (881 2 4736 or fi.i.11ters,,col Cu-stoni m di 4 L c n f i g u. ra Ib L are avi. a Upon, S1 I5 gil i I conf r C g Ig T i ler r vaik hi ITI. riQ LL O t­ P ii�. i I Ric I .... ...... ufc e 11 e. RIT(l) N 13. '11 fil R e r I! e. IT.]. id c S� ili la rl c 3 n, [:I I rmrh C,areltl Captured ollutant debt t nic d s.- l F e Js and. s, be; posed of in accordance wit' . al. edera', Strait; and. ..oca .1 a.nd RE'd T U ki fi o 11 Pro B:FTG To .1 Hit .1'r Curb evivelf) ............... Curb Quant" 1tv Prk.in- peritlinit .......... L SeCiL d with c airi id p e id s tr i ali c on t ro I p 1. an.) area rocee 1. 1? IP R-F W Fk. It 4 S360J.'(1 d tiff bristled I 'I 2 Clean surface,area inuned.A..ateiv a rou n.d each n utili; ng a. MI. flat R Rm� hk 1c.1 4� 0 sho;vel ori,ndt..ts.trial vacuunn,, ............... Fk. ............. . . t 4 IS 3 3 P ro c e e d wi t h c a n fi n ed paoc e p r r1c: e d u. r e s s ne cc s s RE I ............ .................................................................................................................................. .............................................................................................................................. C Rernove grate or, cover and set aside, D to 1 to 99 S 499.0( I nspect pe ri. meter fil ter ftai ge. gasket. Con firm rned1zh ca rtri dge secu re in the fii] ter NIS, ............. 6,: Reirnovedebristra Ped 'Erl lot aperti.nos. R -11 I ...................................................................................................................... ................................................................................................................................. I M IF .................................................................................................................. .......... I I 11 I i z e n I diI rr A renlove debris fr0m wfthii filtc.,�.r Va'.."L1111 M. EO -i E I I in - �Lq,: pre ure, was II, media park. through.tl­ie le's s- tihel cartri.Lip.l.e (Av; i d, dis ir b I 0 I is.c; R-C. ge hy L an R la:ce:m.en.,t..B.i:ofle�tL.Nledo.a or 7rRC,,,,,,,.Bf7.rG ................................... lind.ustrial VaCIII.Hn. to PITSIS'Ll.re, was, lig) Tk v a 4-ke .1 D r' I Ir 11I li lug Pe r nspect I hauseul.] 1? e , ai M re irnmends replacing tfilt r m.e ia.. L in-sid t in efs.s,steel ciartridge, RE -cc e me I a a. of 011CC�; a. (scte RW.acenien r above)� .1 O� P I --i c e.: g ra It e or m a ce ve r ba I, k n I. a tch b as i. n g rat e :fr a m e.. I Secure dated service lock-oiii r rag an. iid,� NkI R.E., O&M ServiAIZ,0 CUS. 1 2a WeTi.thfir catch basiri.en site map for tracking a nd repuTtEn.g. INT P E .1 9 M 0:111.5elvVECe ndlLde ax lia'' P10 EMIS d..17 1- Note observations, concern or recc niniendlari c-1111 c1i, 0� o n i a �i n m regar ng speci t t r aport. 14 L 1. V Me[ FOP, .1 e (-`urc. Offld ic. r r ic i ng I rj r I P P i Llip0n eREI Lk.h loflex Med"! d 'IS T t It R I ir tr in IF ri cade I C emove pedestrian and/c. lies; 4-4c mn REM I M.anuf clu.rifilf sa nnfiftersx h -oni. PG.2 PG.4 0 0 : 0 1 IIIIIIIIIII` 0 0 0 It 0 0 0 0 k I It A I 4" CLASS 11 AB 90% MIN RELATIVE COMPACTION kinki-CV0 A K1 I V L. I I L.L. 5" PCIC LOCATION TI PCC CLASS 11 AB THICKNESS N/A 5 P1 4 it COMMERCIAL AND INDUSTRIAL SIDEWALK TO BE 5" P.C.C. OVER 4" CLASS 11 AGGREGATE BASE " 90% RELATIVE COMPACTION. `CARIFY 6 AND RE -COMPACT TO o MIN LA IV M A I N ON -SITE EXPANSIVE SOILS AT GREATER 0 AND 95% MIN RELATIVE COMPACTION FOR LOW EXPANSION SOILS AT GREATER THAN 1% OPTIMUM MOISTURE CONTENT USING ASTM D1557. PEDESTRIAN CONCRETE TS 24 AUGUST, 2018 CUPERTINO CITY CENTER .............. ..................... 11111116, 1730 N. First Street, Ste. 800 Son Jose, CA 95112 408m487m9100 408m467m9199 , S 180824 FORMAL APP RESUBMITTAL 1 PRELIMINARY N TRU TI N DETAIL 0 PROJECT A 17012.00 SCALE: ASNOTED ENHANCED NE ENTRY WATER WALL &SLOPED LAWN REPLACING EXISTING FOUNTAIN (FUTURE PHASE) LARGE EVENT SPACE ILLUSTRATIVE LANDSCAPE PLAN - OVERALL SCALE: 1" = 20'- 0" WRNSSTUDIO PLACE (IMPROVEMENTS SIM. TO SE ENTRY) SERVICE AREA SCREENING Concrete Trash Screen Wall / Screen • See Arch. Dwgs Planting NOTES: 1: Future items outside the limits of work or listed as phased improvements are not a part of the project scope, and will be reviewed under a separate permit at a future date. 2: Signage improvements are not a part of the project scope. Any proposed signs inconsistent with the Master Sign Program will require modification to the Master Sign Program under a separate permit. SCALE: 1" = 20' N 05/18/18 0 10 20 40 CUPERTINO CITY CENTER Illustrative Concept Plan L.0.01 PROJECT #: 17012.00 TS 1/20" = r-0° RECREATIONAL PASSAGE TRELLIS BAR -HEIGHT COUNTER COMMUNAL TABLES o VINE COLUMN (TYP.) (3) s BUILT-IN BENCH (TYP.) TRASH/RECYCLING RECEPTACLE (TYP)(4) WINTER LOBBY ILLUSTRATIVE COURTYARD PLAN SCALE: 1" = 20'- 0" WRNSSTUDIO PLACE OB4 20450 O B3 20400 SUMMER LOBBY `oZ,%_ OUTDOOR MEETING ROOMS SKYLIGHT IN PAVEMENT GARDEN PASSAGE SCALE: 1" = 20' N 05/18/18 0 10 20 40 CUPERTINO CITY CENTER Illustrative Concept Plan - Courtyard L.0.02 PROJECT #: 17012.00 SCALE: 1/20° = r-0° k 11 I�� Vk COURTYARD LANDSCAPE VIEW - AERIAL WRNSSTUDIO PLACE QW.1m I .............. COURTYARD LANDSCAPE VIEW - AERIAL 05/18/18 CUPERTINO CITY CENTER Courtyard Landscape - Aerial Views L.0.03 PROJECT #-. 17012.00 SCALE'.NTS OUTDOOR M f, vt EETING ROOM NEAR WINTER LOBBY WRNSSTUDIO PLACE GARDEN PASSAGE AT CENTRAL COURTYARD (-A-� RECREATIONAL PASSAGE -LOOKING NW 0 i 05/18/18 CUPERTINO CITY CENTER Courtyard Landscape - Views L.0.04 PROJECT #: 17012.00 SCALE:NTS SITE SECTION - (LOOKING TOWARDS SUMMER LOBBY SITE SECTION - (LOOKING TOWARDS WINTER LOBBY 15/18/18 CUPERTINO CITY CENTER WRNSSTUDIO PLACE Courtyard Landscape - Sections L.0.05 PROJECT #. 17012.00 SCALE. NTS I mv)Y' w I = Fljk�- -1 mak Ali! left ok ic l6wM00, 11-M Mi MILqM140A M I LVA I LVA I m w L 1* m ) �t: Ky Y�y 1. sk. Down A w m 0 14 N 'kl Kolu"l a I i I I [ 0 MU W-1 olmom w STADIUM SEATING & STAGE STEEL PLANTER tir }} f i� { LINEAR STONE PAVERS HARDSCAPE ELEMENTS STADIUM STEPS EVENT SPACE - STAGE Ilk 4 - _ l it EVENT SPACE - SEATING xx�w Romig EAK ■wx r! t# \ ate+ *r Y �+ SITE FURNISHINGS - SPECIAL EVENTS WRNSSTUDIO PLACE WATER WALL (FUTURE PHASE) VINE COLUMNS LlRrAf PRECAST PAVERS r c M1l ' * 4 r EVENT SPACE - PERFORMANCE Y 4 ��1 1 Tr. �t t. -xw�k. EVENT SPACE - LECTURE LAWN/LOUNGING RECREATION/GAMES TABLES OUTDOOR MEETING ROOM SMALL SITE FURNISHINGS TILTED PLANTERS 14 ACCENT TREES SOFT EDGE PLANTING PLANTING ELEMENTS COMMUNAL TABLE OUTDOOR MEETING ROOM LARGE FOUNTAIN PLAZA LAWN INFORMAL HEDGE VINE COLUMNS 05/18/18 CUPERTINO CITY CENTER Landscape Elements L.0.07 PROJECT #-. 17012.00 SCALE-.NTS o °ors RxR wax tt � F ■R VINE COLUMN, TYP. HORIZONTAL SUSPENSION CABLE, TYP. f j 11 VERTICAL CHORD CABLE, TYP. VINE COLUMNS - PLAN VINE COLUMNS - BASE PLANTERS VINE CABLES VINE CABLES VINE COLUMNS DAY BED PLANTER VINE COLUMNS VINE COLUMNS DAY BED PLANTER VINE COLUMNS - ELEMENTS VINE COLUMNS - LIGHTING 05/18/18 CUPERTINO CITY CENTER WRNSSTUDIO PLACE Landscape Elements - Vine Columns PROJECT #. 17012.00 L.0.08 SCALE:NTS PLANTER - HARD EDGES Wb pr, 04i4 PLANTER - HARD EDGES WRNSSTUDIO PLACE �b� j � �latibr PLANTER - HARD EDGES vi: 14*0 PLANTER - SOFT EDGES 05/18/18 CUPERTINO CITY CENTER Landscape Elements - Planter Edges L.0.09 PROJECT #: 17012.00 SCALE'.NTS PLANTING - ACCENT TREES PLANTING - GROUND PLANE & UNDERSTORY . V!m t cR tii r� }' •L 3 r� c i��.-� .� � .•Y 1 � f � # � r � • \ '� AL k '/:n 5. �� �^ � i�. _ � � � ,r �'�"� ,r+]� ■ +, k � __ Jul .7 Eyyergreen Clemitis C�iocolate Vine Passion Vine Purgle Vine Lila ' ' '` • �• •' Clematis Armandii A ebia Quinato Passiflora var. Har enbergia vio acea 'Happy Wanderer' - STONE PAVERS 2 r Lavender Truf�gnet.Vi e Vir JJnia Creeper. Pink Jasmin ��//i.nt rbppurn Philodendron Clytostoma Callistegioides Par henoc►ssu�Quinquifolia Jasminum PoFyanthum Philodendron 'Xanadu' PLANTING -VINE COLUMNS � PAVING -MATERIALS 05/18/18 CUPERTINO CITY CENTER WRNSSTUDIO PLACE Landscape Elements- Planting & Paving L.0.10 PROJECT #: 17012.00 SCALE:NTS I MCNTEBELLC RESIDENCES f ?staurant & Feting Rooms oB3 20400 JUNIPER HOTEL ILLUSTRATIVE LANDSCAPE PLAN - OVERALL SCALE: 1" = 20'- 0" WRNSS"TUD10 PLACE SCCFIELD DRIVE -T-7 i PARKING STRUCTURE NOTES: 1: Future items outside the limits of work or listed as phased improvements are not a part of the project scope, and will be reviewed under a separate permit at a future date. 2: Signage improvements are not a part of the project scope. Any proposed signs inconsistent with the Master Sign Program will require modification to the Master Sign Program under a separate permit. CUPERTINO CITY CENTER RESIDENCES SCALE: 1" = 20' N 05/18/18 0 10 20 40 CUPERTINO CITY CENTER Illustrative Landscape Plan L.0.20 PROJECT #-. 17012.00 SCALE 1/20° = r-0° STONE PAVERS TYPE 1 - LINEAR NARROW FORMAT GASCOGNE BEIGE LIMESTONE BUSH HAMMER FINISH CAST -IN -PLACE CONCRETE WITH CONTRASTING `TOPCAST' FINISH C.I.P. CONCRETE - `TOPCAST' LIGHT SANDBLAST FINISH - rti H a e C.I.P. CONCRETE - `TOPCAST ` LIGHT EXPOSED AGGREGATE FINISH 61 �y ti i4 1y i� •rr � PRECAST PLANK PAVERS - 12" X 24" (AC KER-STONE `PALAZZO9, BENTLEY WHITE) PRECAST PLANK PAVERS - SANDBLAST FINISH 05/18/18 CUPERTINO CITY CENTER WRNS*-TUDlO PLACE Landscape Materials L.0.30 PROJECT #: 17012.00 SCALE:NTs r' BLENDED AGGREGATE W/ STABILIZER .i RIVER WASH COBBLE 2"-3" DIAM — .#. • ;'alp D.G. AND OYSTER SHELL AGGREGATE r 'A GYN : i ORNAMENTAL GRAVEL BALLAST C-1-74 THERMORY ASH WOOD THERMORY ASH WOOD AT BENCHES, - STAINED FINISH STADIUM SEATING, &STAGE GLASS BLOCK PAVERS - ETCHED FINISH GLASS BLOCK PAVERS W/ METAL FRAME AT SKYLIGHT • a - '_fir - i; - : PRECAST CONCRETE - MATCH BUILDING COLOR/FINISH METAL PLANTERS - PAINT COLOR - `CHAMPAGNE' METALLIC PRECAST CONCRETE AT PLANTER CURBWALLS & STAIR TREADS METAL PLANTERS - GALV. STEEL W/ `CHAMPAGNE' POWDERCOAT FINISH 05/18/18 CUPERTINO CITY CENTER WRNS aTUDIC PLACE Landscape Materials L.0.31 PROJECT #: 17012.00 SCALE:NTS w- q Amil", -Nq op Nkt - VINE COLUMN CABLES - S. S. CABLES 8MM - 26MM DIAMETER i PRECAST CONCRETE - WHITE SANDBLAST FINISH 05/18/18 CUPERTINO CITY CENTER WRNS �TUDK PLACE Landscape Materials L.0.32 PROJECT #: 17012.00 SCALE:NTS EXTERIOR SITE FURNISHINGS NAME QUANTITY/ MODEL MANUFACTURER DIMENSIONS MATERIAL/COLOR SPEC # NOTES IMAGE No. 9 LOUNGE CHAIR 8 LOLL 23"w x 29.5"d x 28.25"h SEE SPECS 12 93 00 OFOI Materials - Leather, Wood, Synthetic, DANSK LOUNGE CHAIR 18 GLOSTER 32"w x 29"d x 28.5"h Upholstery / Fabric 12 93 00 OFOI COLOR TBD CHIPMAN CHAIR- ARMLESS 16 LANDSCAPE 22"d x 20"w x 33"h SEE SPECS 12 93 00 OFOI FORMS CHIPMAN STOOL 9 LANDSCAPE 19"d x 22"w x 35"h SEE SPECS 12 93 00 OFOI FORMS DANSK ROUND SIDE TABLE - WHITE ACRYLIC STONE TOP 9 GLOSTER ROUND 19"w x 15.75"h SEE SPECS 12 93 00 OFOI SATELLITE COCKTAIL TABLE (RECTANGLE) 4 LOLL 22"w x 40"1 x 13"h SEE SPECS 12 93 00 OFOI CHIPMAN DINING HEIGHT 4 LANDSCAPE 45"dia. x 29" h SEE SPECS 12 93 00 OFOI TABLE FORMS GO -OUTDOOR TABLE DINING 2 LANDSCAPE 30"d x 114"1 x 30"h SEE SPECS 12 93 00 OFOI HEIGHT FORMS HALO 36 ELEVATED FIRE PIT 1 SOLUS 36"w x 36" 1 x 16.25"h SEE SPECS 12 93 00 CFCI F TOURNESOL CFCI; PLANTERS W/` IRRIGATED PLANTER POT - SITEWORKS OR 24" sq. (Top) x 16.5" sq. FRP; FOR COLOR, 'MONA' SELF-: URBAN TALL SQUARE (Bottom) x 48 h SEE SPECS QUALITY SUB -IRRIGATION DESIGNER SERIES SYSTEM MAGLIN ASH URN 4 MAGLIN 36"h x 4" diam. (Cylinder) FRP; FOR COLOR, 12 93 00 MLAU300-S SEE SPECS SURFACE MOUNT CFCI POPP PING PONG TABLE 2 POPP 5"w x 96" 1 x 30"h YELLOW / BLACK 12 93 00 MAGLIN MULTIBIN PLAIN DOORS TRASH/RECYCLE UNIT 4 MAGLIN 35"w x 19"d x 47.5"h (LDO); SEE SPECS 12 93 00 CFCI y 5 TOTAL STAINLESS STEEL; (BASE BID); CALPIPE OR / STANDARD FLAT BOLLARDS 27 TOTAL EQUAL NOM. PIPE SIZE 6 BOLLARD CAP, SEE 12 93 00 CFCI (ADD ALT. 4) SPECS 05/18/18 CUPERTINO CITY CENTER WRNS CUDK PLACE Landscape Materials L. 0.33 PROJECT #: 17012.00 SCALE: NTs Retail MATERIALS LEGEND O L Pa Restaurant & Meeting Rooms D1 L2 E2 C7 A6 E3 A5 A3 JUNIPER HOTEL E3 CB1 CC5 A7 Al E1 C3 E1 L1 L1 C6 C2 C1 E3 C4 MONTEBELLO RESIDENCES 3 PO 1 P.A. D2 P.A. Po.. III ��II Or� Ilf� � 1��� L 1111111111� Illlllllllll�i 111111111111��� Ililllillllri WRNSSTUDIO PLACE P.A. P.A. ®immi = P.A. Al) r( El) I II r( A2 I � I P.A. I � • I o I � r----- ----------------- — P.A. P.A. ------------------- > I I P.A. _; ��`7111111111111111111111 � ti \ rrrrr > rrirrr \ \ Ifrlf /rrr \ \ rr P.A. r rrf r r� r r P.A. \ rr i r rrr P.A. r � r r \ \ rr rrrffr \ r r rr rr 1 P.A. rrr I rr r r rrrrr rrrrr rrr rr rl r r r r, rrf P.A. Irr e-a ,rrrr 'r ❑■ Al L3 62 PARKING STRUCTURE E3 C5 A3 ---- LIMIT OF WORK MATCHLINE MATERIALS SCHEDULE PAVEMENTS AND PLANTING ❑ Al CONCRETE PEDESTRIAN INTEGRAL COLOR W/'TOP-CAST' FINISH OCONCRETE - VEHICULAR - INTEGRAL COLOR W/'TOP-CAST' FINISH A3 STONE PAVERS TYPE 1 - LIMESTONE (1-1/2" THK. MORTAR SET) LINEAR, NARROW FORMAT 4 STONE PAVERS - TYPE 2 - LIMESTONE (1-1/2" THK. MORTAR SET) - LARGE FORMAT (24"X48"; 12"X48") A5 CONCRETE UNIT PAVERS - TYPE 1 - (1-1/2" THK. MORTAR SET) - 12" X 24" A6 STONE PAVERS - TYPE 1 -LIMESTONE (1-1/2" THK. MORTAR SET) - LINEAR, NARROW FORMAT A7 GLASS PAVERS (AT SKYLIGHT) B1 BLENDED DG & OYSTER SHELL AGGREGATE - TYPE 1 - LIMESTONE (1-1/2" THK. MORTAR SET) P.A. 62 PLANTING AREA SITE FURNISHINGS C1� OUTDOOR KITCHEN W COUNTER (BBQ, SINK, KEGERATOR) 0 0 C2 BAR HEIGHT COUNTER & STOOLS 0 O 0 (PRODUCTS & TYPES TBD) P.A. L'`3 RAISED PLANTERS (2' HT, GALV. STEEL, PAINTED) O C4 RAISED PLANTER AT VINE COLUMNS (1.5' HT, CUSTOM PRECAST) ® C5 CUSTOM WOOD BENCHES (THERMORYASH WOOD) OUTDOOR PING PONG TABLE C6 (PRECAST CONCRETE) C7 TRASH/RECYCLING C8� ASH URN CUPERTINO CITY CENTER C7 RESIDENCES A61 A5 P.A. -.. C8 'I SPECIAL CONSTRUCTION WATER FEATURE D1 (PHASE 2 IMPROVEMENT - N.I.C.) D2 VINE COLUMN (TENSIONED SS CABLE & MESH STRUCTURE) STAIRS, WALLS, CURBS & FENCES E1 ENTRY STEPS (PRECAST CONC. W/ SS HANDRAILS) E2,: STADIUM SEATING & STAGE (WOOD FRAME/IPE DECKING) E3 PLANTER EDGE (PRECAST CONCRETE) E4 'SOFT' PLANTER EDGE \ (GEO TEXTILE ASSEMBLY) SITE LIGHTING o (L1) LIGHT FIXTURE - PEDESTRIAN POLE / DESIGNATED OUTDOOR _ LIGHT COLUMN - 16' HT. SMOKING AREA H L2 LIGHT FIXTURE - MAST POLE - 20' HT. SCOFIELD DRIVE B2 C5 E4 C3 L1 W/ SPOT LIGHTS (4); (STAGE LIGHTING) ® L3 BOLLARD STAINLESS STEEL KEY NOTES 1 PHASE 2 IMPROVEMENT - N.I.C. 2 TRELLIS STRUCTURE - SEE ARCH DWGS. 3 SALVAGED & RELOCATED PRECAST CONC. TREE PLANTER CUPERTINO CITY CENTER II APARTMENTS SCALE: 1" = 20' N 05/18/18 0 10 20 40 CUPERTINO CITY CENTER Landscape Materials Plan L.1.00 PROJECT#: 17012.00 SCALE:1/2o°=T-o° WRNSSTUDIO PLACE SCOFIELD DRIVE CUPERTINO CITY CENTER APARTMENTS PLANT LEGEND LIMIT OF WORK MATCHLINE TREES & VINE COLUMNS EXISTING TREE TO REMAIN (PROTECT IN PLACE) o STREET TREES COURTYARD / ACCENT TREES VINE COLUMN PLANTERS (W/ MIXED ORNAMENTAL VINES & GROUNDCOVER) ` SHADE TREE IN SALVAGED PRECAST PLANTERS - uu-- (PHASE 2 IMPROVEMENT - N.I.C.) SHRUBS/GROUNDCOVER 0000 88 INFORMAL HEDGE / BUFFER SHEET NOTES RAISED PLANTERS (W/ LOW SHRUBS / PERENNIALS) UNDERSTORY PLANTING (SHRUBS / GROUNDCOVERS / GRASSES / PERENNIALS) SOD LAWN / NATURAL TURF 1. FOR PLANTING, AND IRRIGATION NOTES SEE SHEET L-2.05 2. FOR PLANT SCHEDULE, SEE SHEET L-2.05 SCALE: 1" = 20' N 0 10 20 40 05/18/18 CUPERTINO CITY CENTER Planting Plan PROJECT #: 17012.00 L.2.00 SCALE: 1i20° = V-a° PLANT SCHEDULE PLANTING NOTES IRRIGATION NOTES TREE SCHEDULE SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT .X SPRD.) QUANTITY SPACING NOTES O ACRU CABE CEDA ACER RUBRUM ' BOWHALL' CARPINUS BETULUS 'FASTIGIATA' CEANOTHUS 'DARK STAR' BOWHALL COLUMNAR RED MAPLE COLUMNAR EUROPEAN HORNBEAM DARK STAR CALIFORNIA LILAC 36" BOX 8 8 AS SHOWN AS SHOWN AS SHOWN STREET TREE STREET TREE (ALTERNATE SELECTION) ACCENT TREE (OPTION) 36" BOX 24" BOX TBD CROC CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX AS SHOWN ACCENT TREE (OPTION) CHHU CHAEMEROPS HUMILIS MEDITERRANEAN FAN PALM 24" BOX AS SHOWN ACCENT TREE (OPTION) COKO CORNUS KOUSA CYCAS REVOLUTA LAGERSTROEMIA X FAUREII 'TUSKEGEE' KOUSA DOGWOOD 24" BOX AS SHOWN ACCENT TREE (OPTION) CYRE LATU SAGO PALM TUSKEGEE CRAPE MYRTLE (PINK FLOWER) 24" BOX 24" BOX AS SHOWN AS SHOWN ACCENT TREE (OPTION) ACCENT TREE (OPTION) OLEU OLEA EUROPEA'SWAN HILL' FRUITLESS OLIVE 24" BOX AS SHOWN ACCENT TREE (OPTION) TIUR TIBOUCHINA URVILLEANA PRINCESS FLOWER 24" BOX AS SHOWN ACCENT TREE (OPTION) UNDERSTORY PLANTING SCHEDULE SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE QUANTITY SPACING NOTES (HT.X SPRD.) DITA DIANELLA TASMANICA'VARIEGATA' VARIEGATED FLAX LILY 5 GAL. TBD EQHY EQUISETUM HYEMALE HORSETAIL 5 GAL. FRCH FRAGARIA CHILOENSIS BEACH STRAWBERRY 1 GAL. HEMI HEUCHERA MICRANTHA'PALACE PURPLE' CORAL BELLS 1 GAL. LIPE LIMONIUM PEREZII SEA LAVENDAR CHINESE FRINGE -FLOWER 5 GAL. LOCH LOROPETALUM CHINENSE'JAZZ HANDS - WHITE & PINK' 15 GAL. PHXA PHILODENDRON 'XANADU' WINTERBOURN PHILODENDRON 15 GAL. NECO NEPHROLEPIS CORDIFOLIA SOUTHERN SWORD FERN 15 GAL. TRAS TRACHELOSPERMUM ASIATICUM ASIAN STAR JASMINE 5 GAL. VINE PLANTING SCHEDULE SYMBOL KEY BOTANICAL NAME COMMON NAME MINIMUM SIZE (HT.X SPRD.) QUANTITY SPACING NOTES AKQU AKEBIA QUINATA CHOCOLATE VINE 15 GAL. (8'-10' HT.) TBD CONTRACT GROW TO 8' -10' MIN. HT. (STAKED) CLAR CLEMATIS ARMANDII EYEGREEN CLEMITIS 15 GAL. (8'-10' HT.) CONTRACT GROW TO 8' -10' MIN. HT. (STAKED) CLCA CLYTOSTOMA CALLISTEGIOIDES LAVENDER TRUMPET VINE 15 GAL. (8'-10' HT.) CONTRACT GROW TO 8' -10' MIN. HT. (STAKED) HAVI HARDENBERGIA VIOLACEA'HAPPY WANDERER' PURPLE VINE LILAC 15 GAL. (8'-10' HT.) CONTRACT GROW TO 8' -10' MIN. HT. (STAKED) JAPO JASMINUM POLYANTHUM PINK JASMINE 15 GAL. (8'-10' HT.) CONTRACT GROW TO 8' -10' MIN. HT. (STAKED) PAQU PARTHENOCISSUS QUINQUIFOLIA VIRGINIA CREEPER 15 GAL. (8'-10' HT.) CONTRACT GROW TO 8' -10' MIN. HT. (STAKED) PACE PASSIFLORA CAERULEA VAR. BLUE PASSION VINE VAR. 15 GAL. (8'-10' HT.) CONTRACT GROW TO 8' -10' MIN. HT. (STAKED) VERIFY LOCATION OF EXISTING TREES TO REMAIN PRIOR TO SOIL PREPARATION. PROTECT ALL TREES INDICATED TO REMAIN. 2. VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. NOTIFY ALL UTILITY PROVIDERS AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING WORK. 3. VERIFY THAT THE CONDITIONS ARE SUITABLE TO PROMOTE HEALTHY PLANT GROWTH. DO NOT PROCEED IF CONDITIONS DETRIMENTAL TO HEALTHY GROWING ENVIRONMENT ARE PRESENT, INCLUDING OVER -COMPACTED SOILS, ADVERSE DRAINAGE CONDITIONS, DEBRIS, OR OTHER HARMFUL CIRCUMSTANCES. PROCEEDING WITHOUT NOTIFICATION DENOTES ACCEPTANCE. 4. COORDINATE WITH OTHER SUBCONTRACTORS AND TRADES TO ENSURE PROTECTION OF GROWING CONDITIONS AND PLANT MATERIALS. 5. VERIFY PLANT QUANTITIES SHOWN ON THE PLANS BASED ON GRAPHIC REPRESENTATION. QUANTITIES SHOWN ARE FOR CONTRACTOR CONVENIENCE ONLY. FINISH GRADING SHALL PROVIDE POSITIVE SURFACE DRAINAGE ACROSS PLANTED AREAS AND AWAY FROM BUILDING FOUNDATIONS. REFER TO CIVIL GRADING PLANS FOR ALL EXISTING AND PROPOSED GRADE INFORMATION. ALL PLANTING AREAS SHALL HAVE THE EXISTING TOPSOIL TESTED, TILLED AND AMENDED TO CONFORM TO RECOMMENDATIONS MADE BY AN AGRONOMIC SOIL TESTING LAB IN ORDER TO ASSURE HEALTHY PLANT GROWTH. PROVIDE 2" MINIMUM OF BARK MULCH. 8. UNLESS OTHERWISE INDICATED, ALL PLANTINGS SHALL BE TRIANGULARLY SPACED. TOTAL LANDSCAPE PLANTED AREA: 8,700 SF ALL LANDSCAPE AREAS WILL BE PERMANENTLY IRRIGATED USING A PERMANENT AUTOMATIC IRRIGATION SYSTEM. 2. ALL IRRIGATION IMPROVEMENTS WILL UTILIZE HIGH EFFICIENCY DESIGN AND EQUIPMENT COMPONENTS IN CONFORMANCE WITH CITY OF CUPERTINO AND SANTA CLARA VALLEY WATER DISTRICT (SCVWD) STANDARDS AND REQUIREMENTS. 3. THE IRRIGATION SYSTEM DESIGN WILL COMPLY WITH ABA 1881 REQUIREMENTS, FOLLOW THE STATEWIDE MODEL ORDINANCE GUIDELINES AND CITY REQUIREMENTS WITH THE USE OF WATER -EFFICIENT LANDSCAPE AND LOW WATER USE PLANTS. 4. THE IRRIGATION SYSTEM WILL PROVIDE 100% HEAD TO HEAD COVERAGE AND WILL BE DESIGNED TO MINIMIZE OVERSPRAY. ALL REMOTE CONTROL AND QUICK -COUPLING VALVES WILL BE INSTALLED WITHIN SHRUB / GROUND COVER PLANTING AREAS WHENEVER POSSIBLE. 5. IRRIGATION SYSTEM PLANS AND DESIGN WILL BE PROVIDED AT A LATER DATE. 6. THE FINAL IRRIGATION PLANS WILL ACCURATELY AND CLEARLY IDENTIFY: •• LOCATION, TYPE AND SIZE OF THE WATER METERS FOR THE LANDSCAPE. •• LOCATION, TYPE AND SIZE OF ALL COMPONENTSOF THE IRRIGATION SYSTEM. •• STATIC WATER PRESSURE AT THE POINT OF CONNECTION TO THE PUBLIC WATER SUPPLY. •• FLOW RATE (GALLONS PER MINUTE) AND REMOTE CONTROL VALVE SIZE. 7. IRRIGATION SYSTEM FEATURES EMPLOYED TO ACHIEVE WATER CONSERVATION GOALS WILL INCLUDE: •• SMART IRRIGATION CONTROLLERS CAPABLE OF RESPONDING TO ON -SITE WEATHER CONDITIONS. •• CONTROLLERS WITH MULTIPLE PROGRAMS. •• WATERING SCHEDULES EMPLOYING SHORT CYCLES. •• RAIN SHUT-OFF DEVICES TO PREVENT IRRIGATION AFTER SIGNIFICANT PRECIPITATION. •• SUB -SURFACE DRIP AND/OR BUBBLER IRRIGATION FOR SHRUBS AND TREES. •• SUB -SURFACE DRIP IRRIGATION FOR GROUND COVER AREAS. •• USE OF FLOW REDUCERS TO MITIGATE SPRAY OF BROKEN HEADS NEXT TO SIDEWALKS, STREETS AND DRIVEWAYS. 05/18/18 CUPERTINO CITY CENTER WRNS CUD10 PLACE Planting Schedule & Notes L. 2.05 PROJECT #: 17012.00 SCALE: NTs VINE COLUMNS - ROOF PLAN SCALE: 3/16" = 1'-0" WRNS iUDI( PLACE ..... .. Sir A VINE COLUMN V02 ti r. VINE COLUMN Vol SCALE: 3/16" = 1'- 0" "%P=m6mimmi 0 1 2 4 8 05/18/18 CUPERTINO CITY CENTER Vine Columns - Roof Plan L. 3.00 PROJECT #: 17012.00 SCALE: 3/16" = V-0" ROOF REF VINE LULUMN 1JJ VINE WLUMN UU VINE LULUMN U1 FRONT ELEVATION - VINE COLUMNS VINE COLUMN 03 ROOF REF +105'-6" EL VINE CONNECTION +104'-9" EL MAIN SUPPORTIVE CABLES TOP SUPPORT CABLES ' � 1 jk a LEVEL • �'" }••- °'� XTEND MESH AREA LEVEL4 +4-6" EL0' t 1� ''t''� ♦♦' VERTICAL CABLES WITH VINES LEVEL 3 +27'-6" EL RIGID RING r �+ ��`•. ��� LEVEL 2 +14'-6" EL E"• Nt VINE COLUMN 03 VINE COLUMN 01 SIDE ELEVATION - VINE COLUMNS 05/18/18 CUPERTINO CITY CENTER WRNSSTUDIO PLACE Vine Columns - Elevations L.3.01 PROJECT #-. 17012.00 SCALE-. 3i32° = r-0" 1211 10 l 9 i 8.3 86 5 4.7 4 3 2 1 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 SITE PLAN AS.101 PROJECT #: 17012.00 SCALE: 1" = 20'-0" J H G F D T T B A OB3 EAST DEMO ELEVATION 1 /16" = 1'-0" 2 D.30 o ` AD.301 1 OB3 - 20400 RECLADDING SCOPE 1 if = 50'-011 3 AD.301 DEMOLITION OF EXTERIOR ENVELOPE 1 2 3 4 4.7 5 6 7 8 8.3 9 T_ O. PARAPET 125-10" DEMOLITION OF EXTERIOR ENVELOPE OB3 NORTH DEMO ELEVATION 1 /16" = 1'-0" Vl lx"V"'lVV1�YV 41 1 _� 1`� C. � -UL � L� �llI `I 0 LJL— ii-_� __ I '111.L__W. L44_ l--.JL��-�J1 I � � � � U� ,� LEVEL 1 OR DEMOLITION OF EXTERIOR ENVELOPE 7 0 ROOF REF 105'-6" LEVEL 8 92'-6" LEVEL 7 79'-6" LEVEL 6 66'-6" LEVEL 5 53'-6" LEVEL 4 40'-6" LEVEL 3 27'-6" LEVEL 2 LEVEL 1 0" JE STREET T. O. PARAPET 125'-10" ROOF REF AL 105'-6" LEVEL 8 92'-6" LEVEL 7 AL 79'-6" LEVEL 6 AdL 66'-6" LEVEL 5 AL 53'-6" LEVEL 4 AL 40'-6" LEVEL 3 27'-6" LEVEL 2 AL 14'-6" OB3 SOUTHWEST DEMO ELEVATION 1 /16" = 1'-0" VVVI - - 1 \LVLrlV l- - DEMOLITION OF EXTERIOR ENVELOPE 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 DEMO ELEVATIONS AD.301 PROJECT #: 17012.00 SCALE: As indicated J ri0&""S lKIiII10 ii�11�`�Il�iil' � 1►��1 �................� 1�■�1 — ,................, ......... .................�- - - .........aee ....................,. ...........aee ::::::::::::::.E.I :1■�Il�l ::::::::::: R. ....................,. ........... Ism - ..... !IN' No No No No I No Illilm cv m wnnpahq J H G F E D C B A 1 2 3 4 4.7 5 6 7 8 8.3 9 T. O. PARAPET i� 125-10" 1 /16" = 1'-0" OB3 NORTH ELEVATION 1 /16" = 1'-0" 3000133 SOUTHWEST ELEVATION 1 /16" = 1'-0" OPP 1y 1 SIM A.303 A.302 ROOF REF 105'-6" LEVEL 8 92'-6" LEVEL 7 79'-6" LEVEL 6 66'-6" LEVEL 5 53'-6" LEVEL 4 40'-6" LEVEL 3 27'-6" LEVEL 2 LEVEL 1 OdL 0" JE STREET Adk -7'-0" T. O. PARAPET AL 125'-10" ROOF REF AL 105'-6" _LEVEL 8 92'-6" LEVEL 7 AL 79'-6" LEVEL 6 AL 66'-6" LEVEL 5 AL 53'-6" LEVEL 4 OdL 40'-6" LEVEL 3 27'-6" LEVEL 2 AL 14'-6" LEVEL 1 0" 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 OVERALL ELEVATIONS A.301 PROJECT #: 17012.00 SCALE: 1/16" = V-0" PAINTED STEEL FRAME BEYOND 0133 NOR 1 /8" = 1'-0" TH ELEVATION J H G F E D C B A 0133 EAST ELEVATION 1 /8" = 1'-0" CUPERTIN LEVEL 3 27'-6" _LEVEL 2 14'-6" OND (ALT 1) LEVEL 1 0" NE STREET -7'-0" LEVEL 3 AL 27'-6" X) FRP PANEL _E B X) FRP PANEL _E A LEVEL 2 14'-6" URE LEVEL 1 0" LEVEL NE STREET -ANTER WALL 0 CITY C 3/19/2018 ENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 STREETSIDE ELEVATIONS OB3 A.302 PROJECT #: 17012.00 SCALE: 1/8" = 1'-0" (N) FRAMELESS GLAS (FRP-2X) FRP PANEL PROFILE E (E) RAMP TO REMAIN 0B4 SOUTH ELEVATION 1 /8" = 11-011 / \ /C\ /'`/'lAlr'r7 CTC %A/AI 1 AAIM OB4 WEST ELEVATION 1 /8" = 11-011 CUPERTIN JEL LEVEL 3 27'-6" LEVEL 2 14'-6" I� CANOPY AT DOOR BEYOND LEVEL 1 0" FF LEVEL SW STREET -3'-0" LEVEL27'-6" LEVEL 2 14'-6" JEL LEVEL 1 0" FF LEVEL SW STREET -3'-0" 0 CITY C 3/19/2018 ENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 STREETSIDE ELEVATIONS OB4 A.303 PROJECT #: 17012.00 SCALE: 1/8" = 1'-0" FRAMELESS GL DR (N) WINDOW TO REF (E) WINDOW CONCRETE RETAINI WALL, SSD SS PIPE HANDRAIL VERTICAL PLATFORM LIFT NE STREET ENTRANCE ELEVATION 1 /8" = 1'-0" NE ENTRANCE SECTION EL 2 1 /8" = 1'-0" NE ENTRANCE SECTION EL 3/16" = 1'-0" (N) WINDOW TO REPLACE (E) WINDOW LEVEL 2 14'-6" LEVEL 1 0" FF LEVEL NE STREET -7'-0" CONCRETE RETAINING WALL, SSD LEVEL 2 Adk 14'-6" FRP-1X) FRP PANEL 'ROFILE A FRAMELESS GLASS DOOR LEVEL 1 0" FF LEVEL NE STREET -7'-0" (FRP-2X) FRP PANEL PROFILE B LEVEL 2 14'-6" (FRP-1X) FRP PANEL PROFILE A PIPE HANDRAIL, PTD LEVEL 1 0" FF LEVEL NE STREET 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 BUILDING ENTRANCE ELEVATIONS A.304 PROJECT #: 17012.00 SCALE: As indicated PLANTERS, SLD M L K T 6 F G /r\ - I­\A/AI I ALIT (E) CONCRETE WALL AND WINDOWS TO REMAIN, LEVELS 2-8 LEVEL 3 27'-6" DOOR CANOPY (FRP-1X) FRP PANEL PROFILE A LEVEL 2 14'-6" VISION GLASS IGU (GL-2) (MT-1X) CHAMPAGNE ALUMINUM WINDOW SYSTEM, ANODIZED BY LINETEC LEVEL 1 0" COURTYARD ELEVATION, TYP OF 4 1 /8" = 11-011 /C\ (lrlAl(lOCTC \A/AI I AKIM \A/IAlMf"lXA/Cl T!l kivI I - I lxl JI 1-vII - V" ALUMINUM MULLION CAP OVER (E) WINDOW MULLION COURTYARD ELEVATION, TYP OF 4 1 /8" = 1 I-011 _ LEVEL 3 27'-6" _ LEVEL 2 14'-6" LEVEL 1 0" , UNFOLDED COURTYARD NORTH ELEVATIO N VIJIVIV VLlIJJ II.J IIJ ) 11 1\I -1Ix) 1 1\I 1 lIIVLL PROFILE A ' J 1 /811 = 11-01' (: (: � 6 7 Y3 Y2.8 G EV7 2'-6" EVE 14 14'-6" (N) WINDOW TO REPLACE (E) WINDOW -EVEL� 0" 2 6" ATION OF 4NT SIGNAGE Mil 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 COURTYARD ELEVATIONS A.305 PROJECT #: 17012.00 SCALE: 1/8" = 1'-0" SITE SECTION ISTEM -. O. PARAPET 125'-10" ROOF REF 105'-6" _ LEVEL 8 92'-6" LEVEL 7 79'-6" LEVEL 6 66'-6" LEVEL 5 53'-6" _ LEVEL 4 40'-6" _ LEVEL 3 27'-6" LEVEL 2 14'-6" LEVEL 0" _ LEVEL P1 -11'-0" LEVEL P2 -20'-3" T. O. PARAPET 34 r� r1 a a a q:ol 34 34 3/19/2018 �... CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 BUILDING SECTIONS PROJECT #: 17012.00 A.311 SCALE: 1/16" = 1'-0" � , . , TOWERS 0 Aw dy � � � .. -MONO � ~ � - � § - _ � a &]m2018 CUPERTINO CITY CENTER WRNSSTUDIO A 180824 FORMAL APP RESUBMIT AL] NE E N T RY RENDERING A- 3 2 1 PROJECT * 17012.00 SCALE 0 it i Lim lie kk. aim _wk OWL Aw OWN 1�1111 S.RT A: 0 -1� 4 ff ;?N-q-qTL]r)lf) Al 180824 FORMAL APP RESUBMITTAL 1 WINTER LOBBY EXTERIOR RENE a F Z. .4 P Jo yr- lot Sk, ,p AdW r, 6."AALL lit ".•. +. - �1 3' �1� f�� .r��r �x _ �% Y �. qp on � god 7-1 Fp I M mile C MIA SM, 2 0 1912 MW FRP RENDERING NTS FRP RENDERING NTS 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 FRP CLADDING VIEWS A.324 PROJECT #: 17012.00 SCALE: L � f � i 'I III '� III j �ill, �119fi � I IIIlI Iil�l illli �I I� 4 r 1 If rrl1" 111 .GC Sj4-�� j r II y.�eilE��i�e9lii I �I I III I II i 3I jjlii �3 I Illillll��6i iAFew,1lIII�III111 I 1 1 l 1 7.1 : wll ,� r #'•1. �`-�r�~-..�� `�� _ .ram` _ `�� y •. � +. ,MI k i ommimb-,* r `V mile EXISTING BEAM UNDER 3RD FLOOR LEVEL 3 EX[ FLC NE\ G R) GR) AS: ALL NE\ P LP LAf LEVEL 2 LEVEL 1 0" EXISTING 1 STEEL AS: TO REMAII NEW FRP EXISTING I PLANTER: DRAWING: c 8.3 LEVEL 2 14'-6" LEVEL 1 0" ( 4 TENANT CANOPY SECTION 1 /2" = 1'-0" G 3 A.801 WINTER LOBBY CURTAINWALL (-��Wffi ND_OW_SE CTION A�TQO URTYARD � WALL SECTION AT COURTYARD (-r)- - � COURTYARD ENLARGED ELEVATION 1 /2" = 1'-0" �"'r l 1 /2" = 1'-0" 1 /2" = 1'-0" ' L l 1 /2" = 1'-0" LEVEL 2 Adk 14'-6" )VER GRANITE )PY STEEL ,NT ENTRANCE )PY low TER AS OCCURS, SEE SCAPE DRAWINGS LEVEL 1 0" (E) WINDOW TO REMAIN LEVEL 2 FRP NEW ALUMINUM WINDOW PLANTER, SEE LANDSCAPE DRAWINGS LEVEL 1 0" 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 WALL SECTIONS AND DETAILS A.801 PROJECT #: 17012.00 SCALE: 1/2" = V-0" 6 6' TALL ALUMINUM FENCE, REMOVEABLE CONIC CURB. HEIGH TOF CURB TO ALLOW FOR FULL OPERATION OF EXISTING SWING DOORS (E) PG&E MAN HOLE (E) PLANTER — EXISTING LOUVER DOORS — ir) MAINTAIN CLEARNCE REQUIRED TO OPERATE(E)LOUVER DOOR (E) EXIT DOOR TO REMAIN 2" MIN— A. EXIT STAIRS ENLARGED E-W ALLEY 1 /4" = 1'-0" 5 18'-4 3/4" 17'-4 3/4" 9'-2" MIN ,� `� y---- — — —' ----- — ---T� 1 li LjF ----$----- 0o 00 ------------------- --- S-5" 3'-5" N H3)YD BIN 3YD BIN 3YD BIN 2" X 82") (42" X 82") (42" X 82") iTRASH ENCLOSURE SIDE 2 1 /2" = 1'-0" ' 11 TRANSFORMER ROOM LEVEL 1 0" GATE, OPENS TO EA8180 DEGREES 1 6' TALL ALUMINUM FENCE, REMOVEABLE CONIC CURB BOARDFORMED CONCRETE PALNTER WALL 0 0 PLANTS, SLD 5 A.802 A I TRANSFORMER ROOM EXISTING PLANTER 11'-2" 10'-2" EXIT DOOR TO REMAIN A.802 1 7 A.821 Z N 00 f I 4YD BIN 54" X 82 ) � I 8 I i I 1 II A.802 8 I � II I II I II 3YD BIN 0 0 0 --�I (42" X 82") CD 6) � i'� II � II � II T-0" 1 1. YD BIN 3YD BIN I (3 X 82) (42" X 82") I PLANTER 0 BOARD FORMED CONIC PLANTER, SLD, SSD 5 10'-10" A.802 ENLARGED N-S A 4"�'\�1 /4" = 1'-0" Y 4" LLEY 12 TRASH ENCLOSURE SIDE EL 5 1 /2" = 1'-0" wwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwwww� inR-1-11 Inn 1"fl'lrlK— TRASH ENCLOSURE FRONT EL V l 1 /2" = V-0" Vl BRONZE 'OSTS, LEVEL 1 0" G GATE, OPENS TO 180 DEGREES 6' TALL ALUMINUM FENCE, REMOVEABLE EXIT STAIRS CONIC CURB CONIC CURB (E) INSU EXISTIN CAVITY HSS STE VENT WOOD ENTRY CANOPY PLANTS, SEE LANDSCAPE DRAWINGS L 0" BOARDFORMED CONCRETE PLANTER STREET EN 1 /2" = 1'-0" Q LEVEL 2 LEVEL 2 AL 14'-6" 106�=, 14'-6" (E) GRAB REMAIN PERFOR MECHAN UP DOOI LEVEL01� LEVEL — — ——o" LINE OF BUILDING BEYOND VEHICULAR RAMP TO P1 GARAGE _FF LEVEL NE STREET All -7'-0" TRY WINDOW SECTION LOADING DOCK ROLL UP 1 1 /2" CUPERTINO CITY DOOR 3/19/2018 CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 WALL SECTIONS AND DETAILS A.802 PROJECT #: 17012.00 SCALE: As indicated N w zo DIM PT ' -. I-. .-. I-. .-. ' -. .-. ' -. DIM PT ---, Y2.8 nY3 DIM PT 7 A.804 TRELLIS ROOF SECTION 1 if = 1'-0" 2 A.804 SINGLE PLY ROOFING OVER PLYWD SUBSTRATE, PTD TO MATCH STRUCTURE (MT-1X) CHAMPAGNE AL TRELLIS UNISTRUT Y1 Y1.2 (PT-2X) MEDIUM BRONZE Y2.8 Y3 1 (PT-2X) MEDIUM BRONZE Y2 PTD STL BM, SSD A.803 PTD STL COL, SSD 1 1 (PT-2X) MEDIUM BRONZE PTD BM ABOVE I o0000000000000000000000 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000°000000000000000 0000000000®00000000 0000000000000000 0000000®00000��� ------ ------ ----- t — — — — 4 o°o$°0000°000°oo°000°000°oo°oo°oo°oo°oo°00000� 000000 III t I t I j H I t I t I A.804 2 A.804 °o°oho°o o°o°o °o°o°o °o o°o°o o°o°o o°o°o o°o°o o°o°0 0 o a a� o a a a a a TYP TRELLIS SIDE MODULE 000000000000000000l000000 "I'll0000l DIM PT DIM PT 10 o A.804 6'-0" 0 AU4 X0.6 I I I I I I I I 4__ 60 I I I I I I I I TYP TRELLIS CENTER MODULE 1" = 1'-0" ff-1X) CHAMPAGNE AL EXTRUDED TRELLIS MODULES <) MEDIUM BRONZE >TL BM, SSD X0.F :41 TRELLIS ENLARGED ELEVATION 1 /4" = 1'-0" 5 nY1 Y1.2 nY2 A.803 1 (Y2.8) (Y3 A.311 DIM PT DIM PT DIM PT 66'-0" DIM PT DIM PT DIM PT T DIM PT A.804 VERT AL EXTRUSIONS HORIZ AL EXTRUSIONS 6'-0" 6'-0" 6'-0" 6'-0" 6-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" _it 4mt Co I I � I I I I I ' - - - -" - - - - - •-• - f • . 1"' I I I �N I I I I I I �F TRELLIS ff T ENLARGED PLAN 16'-10" 6 A.803 1 /4" = 1'-0" STANDING SEAM ROOF ,1 I I I s I A.804 I I I (PT-2X) MEDIUM BRONZE PTD STL BM, SSD (MT-1X) CHAMPAGNE AL EXTRUDED TRELLIS MODULES (MT-1X) PERFORATED ALUMINUM COMPOSITE WALL PANEL RAINSCREEN W/ OPEN JOINT REVEALS, ANODIZED BY LINETEC LEVEL 0„ >INGLE-PLY ROOFING OVER PLYWD >UBSTRATE, PAINT TO MATCH >TRUCTURE 1 A.803 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 TRELLIS DETAILS A.803 PROJECT #: 17012.00 SCALE: As indicated (PT-2X) MEDIUM BRONZE PTD STL SLEEVE O/ T-BOLT PLASTIC SLEEVE AROUND T-BOLT HEAD NEOPRENE WASHER WF BEAM BEYOND, SSD PIFF­' I—I—�� SS T-BOLT HEAD IN ,! EXTRUDED SLOT V (PT-2X) MEDPAGN IUM BRONZE 1 MPAGN (PT-2X) SINGLE -PLY PTD STL SLEEVE O/ T-BOLT ANODIZED D ALUM ROOFING, PTD TO r---I---� ANODIZED ALUM MATCH BEAMS EXTRUSION Q � I PLASTIC SLEEVE AROUND I I I I T-BOLT HEAD i i ALUM TUBING I I INTERIOR SLEEVE @ I I WASHER NEOPRENE i i 1 CANTILEVERS (MT-2X) MEDIUM i i I BRONZE PTD WF rJl �� SS T-BOLT HEAD IN J I EXTRUDED SCREW BEAM, SSD I �I EXTRUDED SLOT L__ __� POINTS, TYP EA CORNER T-BOLT CONNECTION TO WF BEAM ABOVE (MT-1X) L --I__ I I CHAMPAGNEAL I I I I I I I I I UNISTRUT SCREWED TO EACH (MT-1X) CHAMPAGNE I ALUM TUBING, SEE 1 EO EO =EXTRUSION PA E AL EXTRUSION SPECS �+ --J - - Tr Ua RUT, CAP END OF AL EXTRUDED SCREW ALIGN EXTRUSIONS W/ POINTS, TYP EA CORNER WELDED AL PL, CAP END OF EXTRUSION I I ANOD MED BRONZE WITH AL PLATE WITH COUNTERSUNK SCREW L J TYP TYP OR WELD, TYP 1 1/2" 1 1/2" MED BRONZE VERT ALUMINUM GNE CL ANOMIZEDHOSRIZ ON HORIZ EXT BOLT CONNECTION VERT EXT BOLT CONNECTION TRELLIS EXTRUSION TRANSITION TRELLIS EXTRUSION BEYOND 1211 = 11-011 1211 = 11-011 611 = 11-011 DIM PT TRELLIS ROOF ROOF SECTION@EDGE 311 = 1 1-011 1 � I (PT-2X) MEDIUM BRONZE PTD WF BEAM, SSD (PT-2X) MEDIUM BRONZE PTD WF 1 BEAM, SSD (PT-2X) MEDIUM mT wc+lninl r nl .. 2" WIDE L4x3X1/4 STL BRONZE PTD WF 1 ANGLE WELDED TO STL BEAM BEAM, TYP, PT COLOR PT-102 2" WIDE L4x3X1/4 STL NEOPRENE WASHERS, 3/8" DIA PTD GALV STL ANGLE WELDED TO STL TYP T-BOLT W/ PTD STL TUBE SLEEVE, TYP Al BEAM, TYP, PT 3/8" DIA PTD GALV STL 3/8" DIA PTD GALV STL T-BOLT W/ PTD STL (MT-1X) CHAMPAGNE AL T-BOLT W/ PTD STL TUBE SLEEVE, TYP UNISTRUT EXTRUSION, T BE LEE E, T P m SCREWED TO TRELLIS IN m (MT-1X) CHAMPAGNE m m SHOP, BOLTED TO WF AL UNISTRUT BEYOND . (MT-1X) CHAMPAGNE AL O MT-1X CHAMPAGNE O UNISTRUT EXTRUSION, O ( ) I- I SCREWED TO TRELLIS 1 m m ANODIZED ALUM ' O MEDIUM BRONZE ANODIZED O EXTRUSION m IN SHOP, BOLTED TO WF 0AL ME TRU ION ~ r L.��..I LJ LJ LJ LJ I I I I I 3 MAX ALIGN 3/4" STL PL COL I I CONNECTION �11 1/2" 1 1/2" WELDED TO BM, 4" 4" 4" 4" 4" SSD I I I I I I DOWNLIGHT 1" STL PL COL BEYOND, SEE CONNECTION SPECS OF BM CHAMPAGNE WELDED TO BM, ANODIZED HORIZ ALUM DIM PT SSD EXTRUSION COL BEYOND I I I A TRELLIS ROOF SECTION 311 = 1 1-011 DRIP EDGE TRELLIS SECTION BTWN DIF MODULES � TRELLIS SECTION @COLS 311 = 1 1-011 311 = 1 1-011 TRELLIS SECTION BTWN SIM MODULES 311 = 1 1-011 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 TRELLIS DETAILS A.804 PROJECT #: 17012.00 SCALE: As indicated lot else., � lose $ stool � less I1# 'Go" � $0 ,tool I soft0081.1 I oil II 10441111110a06100010 10,001 ,till#401141101 ago *a $Ioff toy 0 off off 141011660044 post Joe #� 111,OO��+� off#111 111668111 � AL �'aI (MT-1X) ELEVATOR PERFORATED CHAMPAGNE ANODIZED ALUMINUM CLADDING NTS (MT-1X) PUNCHED OPENING AND STOREFRONT MULLION COLOR; ANODIZED ALUMINUM CHAMPAGNE NTS (PT-2X) STRUCTURE PAINT COLOR MEDIUM BRONZE NTS WOOD AT SUMMER LOBBY CEILING AND CANOPIES NTS i FRP MATERIAL - PROFILE "B" SIMILAR NTS 6 STAINLESS STEEL HANDRAILS NTS Rm FRP MATERIAL - PROFILE "B" SIMILAR NTS 4 CLEAR DOUBLE GLAZED GLASS NTS cp FRP MATERIAL - PROFILE "A" SIMILAR NTS c INTERIOR ACCENT METAL COLOR NTS 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 MATERIALS BOARD A.811 PROJECT #: 17012.00 SCALE: %MAEvEpEPFL--- Ton ie; - 'ke" %y. Ir- 4-1 I F 0 :1 `.. if 4 =iL 0 Ii. ■ w IL PN S 4`7 H D 10 Al 180824 FORMAL APP RESUBMITTAL 1 (PT-2X) MEDIUM BRONZE PTD HS: FIXED TRASH ENCLOSURE PLAN 311 = 1'-01 1 cr Ti1 ���1 1rr MEN Mrs VA l n4, (PT-2X) MEDIUM BRONZE PTD GALV STL ANGLE (MT-2X) MEDIUM BRONZE ANODIZED AL EXTRUSIONS OVER PTD GALV STL FURRING HSS POST BEYOND STL SLEEVE EMBEDDED IN PAVEMENT, FOR LOCKABLE, REMOVEABLE POST BEYOND - CONC CURB, 4" TALL OR AS REQ'D FOR OPERABLE (E) DOORS 8" _ d VA . ad (E) CONC SLAB . d - d, TRASH ENCLOSURE SECTION 311 = 1'-01' 3/19/2018 CUPERTINO CITY CENTER WRNSSTUDIO 0 180824 FORMAL APP RESUBMITTAL 1 SITE DETAILS A.821 PROJECT #: 17012.00 SCALE: 3" = 1'-0" SITE LIGHTING PLAN 1 SCALE: 1" = 20'-0" GENERAL NOTES: A. REFER TO THE ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL DEVICES. WHERE NO ELEVATION EXISTS, REFER TO TYPICAL MOUNTING HEIGHTS ON THE E-001 LEGEND DRAWING. B. REFER TO ARCHITECTURAL FLOOR PLANS FOR EXACT LOCATION OF FLOOR DEVICES. C. PROVIDE FIRESTOPPING AT ALL PENETRATIONS THROUGH RATED STAIR ENCLOSURES, RATED EGRESS CORRIDORS, RATED SHAFTS, FLOOR AND CEILING ASSEMBLIES. \ / ` E D. PROVIDE FLEXIBLE CONNECTIONS FOR ALL CONDUITS CROSSING C�� ti (E)R101 5° r ` / �. EXPANSION JOINTS. (BUILDING 3) \/ E. COORDINATE EQUIPMENT CONNECTIONS WITH MECHANICAL CONTRACTOR. \ o � \ / / � / � � f •1 F. PROVIDE 410 CONDUCTORS FOR RECEPTACLES CIRCUITS F EXCEEDING TOTAL LENGTH OF 100 FEET BETWEEN DEVICE AND PANEL. � J \ \ / ' �EjL1 Q1 / G. LOW VOLTAGE DEVICES, DATA OUTLETS, SECURITY, ARE SHOWN BUILDING 3) / / / ` f FOR ROUGH•IN ONLY. SYSTEMS ARE PROVIDED AND INSTALLED BY 7 / \ / / OTHERS. f 9 r r / / ` ` H. ALL FIRE ALARM DETECTORS ARE MOUNTED BELOW CEILING UNLESS OTHERWISE NOTED. I. THE FIRE ALARM SYSTEM DESIGN IS CONTRACTOR DESIGNIBUILD, w REFER TO SPECIFICATIONS FOR REQUIREMENTS. DEVICES SHOWN \ /Q ARE FOR REFERENCE AND COORDINATION ONLY AND MAY NOT H c3 INCLUDE ALL DEVICES REQUIRED. J. REFER TO THE MECHANICAL AND PLUMBING PLANS FOR EXACT H,3) EQUIPMENT LOCATIONS. K. AREAS ABOVE ELECTRICAL PANELBOARDS AND SWITCHBOARDS SHALL BE KEPT CLEAR OF ALL EQUIPMENT FOREIGN TO THE ELECTRICAL INSTALLATION, INCLUDING PIPING, DUCTWORK, op SUPPORTS, ETC, COORDINATE INSTALLATION WITH ALL OTHER TRADES. /X\ L L. ALL PENETRATIONS AND ROUTING PATHS OF EXPOSED CONDUIT SHALL BE COORDINATED AND REVIEWED BY THE ARCHITECT AND ENGINEER PRIOR TO INSTALLATION. T X2 M. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR FOR / EACH BRANCH CIRCUIT, DO NOT SHARE NEUTRAL CONDUCTORS. M N. UTILIZE NO MORE THAN SIX CURRENT CARRYING CONDUCTORS PER BRANCH CIRCUIT HOMERUN. 0. ALL 2081120V NORMAL POWER EQUIPMENT IS CONNECTED TO r PANELBOARD RG101, UNLESS OTHERWISE NOTED. CX3) P. ALL 208/120V EMERGENCY POWER EQUIPMENT IS CONNECTED TO \ PANELBOARD ERG101, UNLESS OTHERWISE NOTED. Q. ALL EQUIPMENT NEW, UNLESS OTHERWISE NOTED. ONOTES: 1. ALL EXTERIOR RECEPTACLES TO BE GFCI AND WP RATED. 2, RELOCATE EXISTING ELEVATOR HEAT DETECTOR TO NEW COURTYARD STRUCTURE. 3. PROVIDE 120V ELECTRICAL STUB -OUT TO OUTDOOR BBQ GRILL. 4. PROVIDE LEGRAND OUTDOOR GROUND BOX INSTALLED INTO STAGE AND GRASS STRIP. 5. PROVIDE 120V POWER CONNECTOIN TO LED ILLUMINATED SIGNAGE. REFER TO ARCHIETCURAL DRAWINGS FOR ADDITIONAL INFORMATION. 6. PROVIDE 120V POWER CONNECTION TO BACKLIT LED ILLUMINATED SIGNAGE, REFER TO ARCH IETCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 7. PROVIDE 120V POWER TO EXTERNALLY ILLUMINATED LED SIGNAGE. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 8. INTERCEPT AND EXTEND FROM EXISITING IRRIGATION CONTROLLER TO NEW SERVICE. REFER TO LANDSCAPE DESIGNER SHEET L-4.00 FOR EXACT PLACEMENT AND ADDITIONAL INFORMATION. 9, KEEP EXISTING CONNECTION FOR IRRIGATION CONTROLLER. REPLACE OLD IRRIGATION CONTROLLER WITH NEW IRRIGATION CONTROLLED BASED UPON THE LANDSCAPE DESIGN SHEETS. REFER TO SHEET L-4.00 FOR EXACT PLACEMENT AND ADDITIONAL INFORMATION. 08/24/18 20400 & 20450 STEVENS CREEK BOULEVARD WRNS iTUDlO 180824 FORMAL APP RESUBMITTAL SITE LIGHTING E.001 PROJECT #: 17012.00 SCALE: i oa CLOSEUP OF RENDERED VIEW - DAYLIGHT 8 SCALE: NTS PROPOSED DESIGN REAL WORLD EXAMPLES SIMILAR IN SCALE i\ CLOSEUP OF RENDERED VIEW - WHITE LIGHT 7 SCALE: NTS LIGHTING CONCEPT CLOSEUP VIEW OF LIGHTING MOCKUP - WHITE DOWNLIGHT YELLOW UPLIGHT 7 SCALE: NTS 08/24/18 20400 & 20450 STEVENS CREEK BOULEVARD WRNS iTUDlO0.00000 000. 0 ffiffismam 180824 FORMAL APP RESUBMITTAL TOWER BEACON LIGHTING IMAGERY E.002 PROJECT #: 17012.00 SCALE: FACE OF NEIGHBORING APARTMENT BUILDING - - - - - - - - - - - - - - - - - - - - - - - - a .t r a .t *0. a a .i. a + a 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 .0 0.0 0.0 a.a 0.0 a.a 0.0 0.0 o.a a.0 0.0 0.0 0.0 0.0 a 0.0 0.0 0.0 0.a c.0 .0 0.0 0.4 0.0 b.0 a.0 0.0 0.0 0.0 0.0 0.4 0.0 b.0 0.0 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0,0 0.4 0.0 1J.0 C.0 0 b.0 0.a b.0 0.0 b.0 t.0 0.a $.0 $ . 0 0.0 $.0 0.0 b.0 t.0 0.0 t.0 t.0 0.0 b.0 0.0 0.0 t.0 o.0 �.0 t.0 0.a $.0 0.0 0.0 PHOTOMETRIC STUDY - PLAN VIEW AT TOWER BEACON 6 SCALE: NTS ' - I . . : i- 0.1 0.1 0.1 b.1 b.2 ,-. b.2 0.2 0.2 0.2 b.2 0.2 b.2 b.2 0.2 b.2 0.2 0.2 0.2 b.2 b.2 +4.2 b.2 0.2 4.2 0.1 0. 0.1 0.1 +).- 0.1 0.1 0.1 0.2 b.2 0.2 b.2 0.2 0.2 0.2 0.3 0.3 4.3 d.3 0.3 0.3 0.3 0.3 D.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0. 0,1 0.2 0,2 0.2 0.2 0,2 0.2 0.3 0,3 b,3 0.3 0.3 0.3 0,3 0'.3 0.3 0.3 0.3 0.3 0.3 0,3 0.2 +0.2 0.2 0.2 0.2 n: 0.1 4.1 b.1 0.1 d.2 b.2 0.2 d.2 0.-3 0.3 0..3 0.3 0.3 b.4 0.4 b.4 0.4 0.4 0 = 0.1 4.1 0.- 0.2 0.2 0.2 0.2 0.3 0.3 4.4 Q.. 0.1 0.1 D.' 0.2 0.2 t 2 b.3 0.3 b.3 0.4 b. 0.1 0,1 0.= 0.2 0.2 +0.2 0.3 0.3 0.3 0.4 0. 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0-_ }.2 0,2 Q 0.3 0.3 - 7,.1 4.41 .._ 0._ 0.2 6.r2 0.2 0. Q.3 0.3 .4 = 0.1 b.1 1 0.2 2 0.2 0. 3 b.3 O.a .1 .1 111 .1 D.' i-i.2 t.4 a 4 b.5 0.4 .3 0 .4 + - 1) . 0 . z Uz c . 2 tEXTENT OF NEIGHBORING 0.5 0.5 0 b.6 0. a 0.5 .5 0.5 b.4 4 0.4 0.4 3 , APARTMENT BUILDING + � 1 � b,2 2 0 2.p.�. 0.i C:1 0.i b.1 0.i 0.1 D.1 « + i 0.1 13.1 0.1 C.'J� 0.1 0. a.1f 0.1 0.:L 2.1 0'. - . _ ' :. 1 0. 1 �� . 1• Q .1 a .1 �0 . 1 � . 1 `0 .1 � .1 +0'.1 � �7. 1 � .1 .1 +Q"..1 �.4 0.4 �.3 b.3 0.3 3 b.3 CALCULATION PLANE 33' FROM TOWER LIGHTING ro a.4 0 0. 0 3 AT FACE OF NEIGHBORING APARTMENT BUILDING b.4 ;.4 0.4 b.3 W.:> 0.3 0.2 0-7 +0.5 AIJI M 1 0.4 0.4 0.4 0.3 0.3 D.3 0.2 0.5 + +1111 0.4 .4 0.9 0.3 0.3 0.3 + 0.2 .4 0.4 0.4 b.3 t.3 0.3 +0.2 G. b.5 0.4it b.4 0.4 0.3 0.3 0.3 0.s 0.210 0-4a.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 b.3 9.3 D.3 b.3 0.2 +0.2 +0.2 b.3 0.3 0.2 b.2 4.2 0.2 0.2 `.. 2 0 0.2 0.2 0.2 t.2 +4.2 0 .2 0 . 2 d.1 b.l 0.1 b.1 +0.1 d.I b.1 +:. i + . .1 0.1 0.1 0.1 0.1 0.1 0.1 C.1' `0.1 f0.1 0M11 0.1 b.1 0.1 b.1 0.1 0.1 0.1. ",.1 0.1 1 b.1 b. 1 b.1 ^.1 b.S 0 1 0.-1 b.I 0.i 1T b..-1 .1 0 b.1 b..1 D.1 0.1 0.1 6.1 b.1 0 0.0 0.0 ~�J.O 0: 0� 0.. 0',1!.1 + . 0.1 0.5 -� . l 0.l 0.'_ J.:L 0.1 �]. _ + , �?.1 0.1 - 0.1 0.1 +7.1 0.1 0.1 + , PHOTOMETRIC STUDY - SECTION VIEW THROUGH TOWER BEACON 5 SCALE: NTS ROOF OF TOWER EXISTING FLUORESCENT FIXTURE EXTERIOR TOWER WALL ... uct) wattage(W) lumens quantity total wattagellIMIIIIIIIIIIIIIIII F96T121CW/H0 (PhI11ps 38176-4) 110 7650 7 770 53550 F72T12/CW/H0 (Philips 36651-8) 85 5500 3 2551 16500 F36T12/CW/H0 (SYLVANIA 25333) 45 2309 4 18ol 9236 TOTAL WATTAGE ®i - TOTAL LUMENS -® EXISTING TOWER LIGHTING ColorGrazer CIj_DC RGB ^OOF OF TOWER PROPOSED PHILLIPS COLORGRAZER PROPOSED PHILLIPS COLORGRAZER EXTERIOR TOWER WALL 5w/ft 1351/ft 268ft 1340 36M I PROPOSED TOWER LIGHTING I 1 QUANTITATIVE STUDY COMPARING EXISTING AND PROPOSED TOWER LIGHTING SCALE: NTS The diagrams to the left illustrate an evaluation of the tower beacon lighting, comparing the impact of existing lighting compared to the proposed design. The chart quantifies the output of the two designs, with the important figure being the total lumen output which most accurately communicates the amount of light exiting the fixtures. In both scenarios, the light leaving the fixtures is obstructed by a number of other materials, so the total lumen output shown is not the true amount of light escaping the beacon. In the existing design, a number of high output fluorescent fixtures uplight a cavity surrounding large steel structures. These structures are solid in the middle which blocks a fairly large portion of the light, but they have an open perimeter that allows the light to escape on all four sides. This allows for a greater amount of uplight to escape, contributing to light pollution more heavily than the proposed design. The proposed design conceals the fixture behind metal vailance, so the only light escaping the beacon is indirect lighting that has been reflected off the screen. This greatly reduces the perceived brightness of the lighting application from neighboring views, as well as cuts the total light output. In the proposed design, the metal vailance shields the light sources on both top and bottom. The proposed design directs light in a more intentional way to minimize glare and light pollution. All fixtures in the proposed design are dimmable, and may be used independently of each other or in combination. The total output only reflects a scenario where all fixtures are switched on at full brightness. All fixtures used to calculate the figures on the proposed design are tentative selections based on design development thus far. Fixture selections are subject to change pending architectural or design changes that may call for different fixture characteristics that are more appropriate for the updated design. 08/24/18 20400 & 20450 STEVENS CREEK BOULEVARD WRNS iTUDlO 180824 FORMAL APP RESUBMITTAL TOWER BEACON LIGHTING E.003 PROJECT #: 17012.00 SCALE: LED LINEAR 1. Fixture is to be installed at curved pre -cast base of vine columns in toe -kick detail. Refer to sheet E-604 for additional VARIOLED FLEX PHOBOS SIDE VIEW mounting intent WET RATED FLEXIBLE LINEAR LED WITH BOTTOM 0.8" H X Remote electronic 0 2. Contractor to review all mounting hardware and accessories needed for installation in final specified location. LED 3100K, 146 VARIOLED FLEX PHOBOS W927/LENGTH-SV IP67 3. Contractor to provide all components necessary for a complete installation. S10A GLOW 0.5" W X LENGTH 2.9W/LF lumens/LF IOV LED 10% 24V SURFACE MOUNTED NIA 4. Provide continuous lengths as indicated on drawings. Fixtures to be mounted continuously, end -to -end. with no more than AT UNDERSIDE OF VINE COLUMN BASE dimming driver ALTERNATES: 6" of unlit space at either end of run. ACCLAIM 5. Manufacturer to advise as to gauge of secondary wiring based on proposed locations of driver(s) by contractor to prevent iGUZINNI voltage drop of more than 10%. S11 NO LONGER USED A EDPO D LEDPO 1. Provide 1 LED module centered over each tread. remote electronic 0 2 .Manufacturer to provide shop drawing for coordination with insatallation of handrail P P 9 LED HANDRAIL PRODUCT LED 3000K, 84CRI RECESSED IN 3. Driver to be located in accessible well ventilated location; location to be within manufacturers recommended maximum S12 01�0a. SITE HANDRAIL 1" DIA X 1.19" H 2!^•' 146 Lumens I OV LED 10% 24V LP4030K5-RAIL WALL THICKNESS -DIM HANDRAIL NIA distances using wiring appropriately sized for its intended location. dimming driver 4. Manufacturer to advise as to gauge of secondary wiring based on proposed locations of driver(s) by contractor to prevent ALTERNATES: voltage drop of more than 10%. i0 LIGHTTINGING O� �O ECOSENSE 1. Fixtures are to be building mounted within planters on level 4 balcony at northwestern section of plaza. Exact mounting OO �i9 F170 DUO SPOTLIGHT location to be coordinated with architect. Integral electronic 0 2. Dual headed fixtures are to be used for area lighting as well as stage -specific lighting. Fixtures are to be controlled S13 LED SPOTLIGHT 10.6"W .1 6H D X 52W LED 3000K, I OV LED 5% 110-277V F170-2H-MO-30-8-20-W-X-C MOUNTING ON POLE White - Architect to verify independently of each other so the area lighting can come on with the rest of the landscape, and the stage lighting can be BUILDING M BUILDING MOUNTED AT PLAZA STAGE 16.1" H ens80C 4478 Lumens dimming driver turned on as needed. ALTERNATES: 3. Fixtures are to be provided with ERGO S14 FIXTURE USED IN LATER PHASE S15 FIXTURE USED IN LATER PHASE BEGA 24.25" DIA X 5.5" H Integral electronic 0 88164 LED PEDESTRIAN POLE LED 3000K, SOCRI, 1. Structural engineer to confirm all proposed locations can accommodate pole mounted fixture. S16 AT PLAZA head; Pole: 12'tall 25.2W 2531 Lumens I OV LED dimming 120-277V ALTERNATES: POLE Black - Architect to verify 2 Fixtures are to be mounted atop 12' poles provided by manufacturer. driver LOUIS POULSEN HESS S17 NO LONGER USED DMF - SURFACE FRAME & DRD5S 4" DIA CUTOUT FRAME -IN KIT:DRDH-N-JO-705 HOUSING: Integral electronic C. LIGHT ENGINE: DRD5S-4-R-07-9-30-0 SURFACE MOUNT LED DOWNLIGHT LED 30 90CRI, 518 UP TO 24" L X 9W I OV LED dimmingVoltage g SEMI -RECESSED White 1. Contractor to confirm all necessary mounting hardware has been included for complete installation in specified location. ry AT EXTERIOR CANOPY 7.125" W X 750 Lumens Lumens. driver ALTERNATES: _ 2.6" D PHILIPS - SLIMSURFACE BEGA Integral electronic 0 INSIGHT STEM MOUNTED LED WALLWASH 2.75"W X 4" H X LED, 3000K, 700 MEDLEY A S19 AT CHANNEL GLASS ON LEVEL P1 72" L .I t uv' LF lumens/LF, 80 CRI I OV LED dimming 277V STEM MOUNTED white 1. Fixture is to match existing wallwash fixtures at channel glass as best as possible. driver MA-11-35K-ASYM-D-PNS-X-72"-INT2-DIM-W-VS GENERAL NOTES: 1. Architect to verify all visible fixture finishes. 2. Contractor shall verify all recessed fixtures are provided with trim suitable for final approved ceiling type. 3. Contractor to coordinate all mounting details with Architect and Lighting Designer. Requested clarifications to be issued as RFI's. 4. Contractor shall coordinate and provide all mounting hardware required for installation in final ceiling and wall systems. 5. Electrical Engineer to verify all voltage and all emergency fixture coordination. Electrical Engineer to provide all necessary information pertaining to coordination of remote drivers/transformers including sizing of driver, gauge and type of secondary wiring. Electrical Engineer to confirm compatibility of specified lamp (s) and driver(s) with final specified lighting control dimming system. OODD LUMINAIRE SCHEDULE Tag Image Description Size Watts Lamp(s) Driver Voltage Product Mounting Finish Notes FOCAL POINT APERTURE: 3.5 X 3.5 DOWNLIGHT 3.5" X 3.5" Integral electronic 0 HOUSING: FLC330-SO-110OL-277-Ll l-T L1 SQUARE RECESSED DOWNLIGHT HOUSING: 12W LED 3000K, 90+CRI, IOV LED I% 277 TRIM: LC33-SO-1100L-930K-DNT-WFL-CD-WH CEILING RECESSED White - Architect to verify 1. Contractor to review all mounting hardware and accessories needed for installation in final specified ceiling location. AT VARIOUS INTERIOR LOCATIONS 1.88" L X 1,100 Lumens dimming driver 2. Contractor to verify that all fixture locations are verified with field conditions prior to selling frrraf frxtcme locadons. 10.9" W X 3.16" H ALTERNATES: PHILIPS LIGHTOLIER TECH ELEMENT AXIS CEILING RECESSED LINEAR PERIMETER SLOT FIXTURE BM RLEDPAT-ASO-#-450-90-30-SO-FL-LENGTH-W-UNV-DP- 1. Fixture to have mitred lit corners with variable angles. MITRED CONNECTIONS BOTH 90 DEGREE AND 4" H X LED 3000K, 90CRI, Integral0-IOV LED 1-D-C(ANGLES BEYOUND 90 DEGRESS) 2. Contractor to review all mounting hardware and accessories needed for installation in final specified ceiling location. L2 STRAIGHT AND NON -STRAIGHT CORNERS 4" W X 7.1 W! It 750 Lm/ fF I %dimming driver UNV CEILING RECESSED White - Architectto verify 3. Perimeter slot fixture is to be installed at various locations throughout summer and winter lobby, including seating niches. AT CEILING ABOVE NICHES LENGTH ALTERNATES: MON 1500 SERIES - AT402-G HOUSING Contractor to confirm mounting hardware is appropriate for all proposed installation locations. I ALW SURFACE MOUNTED LINEAR LED FIXTURE 1" W X LED 3000K, 90CRI, 529 remote electronic 0 LPISMB-LENGTH-MED3000K-0/1OV/1%-EXT-F-BK- 1. Contractor to review all mounting hardware and accessories needed for installation in final specified ceiling location. L3 AT LOBBY ENTRIES 1.25" H X 9.6W /ft Lm! ft I OV LED % Voltage VOLTAGE SURFACE MOUNTED Black -Architect to verify 2. Contractor to verify that all fixture locations are verified with field conditions prior to setting final fixture locations. LENGTH dimming driver 3. Contractor to use as few segments to complete full lengths as possible. 9 p g ALTERNATES: LUMINII 4. Contractor to confirm that all power feed selections are compatible with final specified mounting locations prior to ordering. It WIDE APERTURE LED RING PENDANT WITH PETRIFIED Integral electronic 0 INTERLUX L4 MOSS 78.7" DIA X 352W LED 3000K, 90+CRI, IOV LED 10% 24V LUCE VERDE ANELLO CEILING SUSPENDED White -Architect to verify 1. Contractor to review all mounting hardware and accessories needed for installation in final specified ceiling location. ' AT WINTER LOBBY 2 4" H 22,773 Lumens dimming driver 291.63.51.63.11.Z70.A 2 Contractor to verify that all fixture locations are verified with field conditions prior to setting final fixture locations. 3. Fixture has no known alternate, any fixture replacements are to be approved by lighting designer or architect. NARROW APERTURE LED RING PENDANT WITH Integral electronic 0 INTERLUX L4A PETRIFIED MOSS 51.2" DIA X 72W LED 3000K, 90+CRI, I OV LED 10% 24V LUCE VERDE SLIM CEILING SUSPENDED White - Architect to verify 1. Contractor to review all mounting hardware and accessories needed for installation in final specified ceiling location. I� AT WINTER LOBBY 1.8" H 3,314 Lumens 2. Contractor to verify that all fixture locations are verified with Field conditions prior to setting final fixture locations. dimming driver 790.63.51.00.11.Z70.B 3. Fixture has no known alternate, any fixture replacements are to be approved by lighting designer or architect. L5 NOT USED L6 NOT USED L7 NOT USED DECORATIVE PENDANT 13" DIA X E26 Base LED lamp not GEORGE NELSON 1. Fixture is offered in a number of sizes, exact quantity and size selections to be finalized by interior designer and lighting LS AT WINTER LOBBY OVER COMMUNAL TABLE 21" H 150W included Incandescent 120V CIGAR BUBBLE LAMP -MEDIUM CEILING SUSPENDED White - Architectto verify designer. 2. Fixture selection by interior designer. Any alternates are to be approved by interior designer. FINELITE 2 25" W X HIGHT PERFORMANCE 2" APERTURE - WALL MOUNT 1. Contractor to review all mounting hardware and accessories needed for installation in final specified ceiling location. WALL MOUNT DIRECT LED, 3000K, 245 Integral 0-IOV LED HP-2 WM D RG-4'-8-930-RG-D-VOLTAGE-SC-MB 2. Contractor to verify that all fixture locations are verified with field conditions prior to setting final fixture locations. L9 AT LEVEL 1 JANITOR CLOSET 5"H X 3.6W1 fit lumenslft, 80 CRI I %dimming driver voltage WALL MOUNTED White - Architect to verify 3. Contractor to confirm that all power feed selections are compatible with final specified mounting locations prior to ordering. f 4' LENGTH ALTERNATES: 4. Contractor to confirm mounting height with architectural elevation. FOCALPOINT LUMIUM 1. Contractor to review all mounting hardware and accessories needed for installation in final specified ceiling location. L1 O CEILING SUSPENDED PENDANT 1 3/8" DIA X 12' 4W1 ft LED, 3000K, 470 remote 0-I OV LED UNV OXYGEN CEILING SUSPENDED Architect to verify 2. Contractor to verify that all fixture locations are verified with field conditions prior to setting final fixture locations. ABOVE LEVEL 1 RECEPTION DESK lumens/ft, 90+CRI I % dimming driver 01-CSD-LENGTH-30K-VLO-UNV-1 D-FINISH-AIRCRAFT 3. Contractor to use as few segments to complete full lengths as possible. CABLE -SINGLE SEAM CONTINUOUS RUN 4. Contractor to confirm that all power feed selections are compatible with final specified mounting locations prior to ordering. 5. Fixture has no known alternate, any fixture replacements are to be approved by lighting designer or architect. 1. Fixture to be installed at both top and bottom of screen attached to existing metal tube structure - washing top and bottom of screen. Detail to be coordinated by Architect and Lighting Designer. PHILIPS COLOR KINETICS - 2. Fixture is offered in multiple standard lengths of 1' increments, contractor to select lengths appropriate for continuous LED, RGB COLORGRAZER QLX mounting for extents shown on drawings. S1 EXTERIOR RATED LINEAR COLOR CHANGING LED 2" W X 2.7" H X SW! fit CHANNELS, 544 DMX 100-277V 1 ft 123-000080-00 SURFACE MOUNTED Aluminium 3. Fixture at tower beacons are to be controlled via a proprietary control system that acts independently of the central lighting AT TOWER BEACON LENGTH lumens/ 4ft 2ft: 123-000080-05 controls system. System requires control via software on a personal computer to be located somewhere accessible to staff. 3ft: 123-000080-10 4. Manufacturer of lighting control system to provide a minimum of five site visits 1) Pre -Wire visit, 2) System Programming 4ft: 123-000080-15 during day and night to ensure daylight calibration and incorporatae sequence of operations, 3) End user training, and 4-5) Two additional site optimization visits to further train owner on system and review programming. The two training visits will occur at approximately 1 and 3 months after initial training or upon request by owner. S2 NOT USED AION LED - 8000 SERIES (WET) Light Engine: 8924-30-LE 1. Provide continuous lengths as indicated in drawings. Fixtures to be mounted end -to -end with no more than 3" of unlit space 1241277V to Wet Track: WT802-Frosted-FINISH-3" ARMATURE STAND at either end of run. SURFACE MOUNTED LINEAR LED FIXTURE 1" W x LED, 3000K, 415.76 Remote Magnetic 24V OFF MOUNTING CLIPS -WIRING 2. Remote LED drivers to be located in awell-ventilated accessible location -interior or inside wet used enclosure. Distance S3 - � AT LOBBY ENTRIES 1" H x 5.29W/LF Im/LF93 CRI , Low Voltage (Remote Transformer: D60-DC SURFACE MOUNTED Black -Architect to verify between fixtures and drivers not to exceed manufacturer recommendations. LENGTH Transformer Driver) 3. Provide powerfeed option that allows for a continuous mounting of fixtures. ALTERNATES: 4. Manufacturer to advise as to gauge of secondary wiring based on proposed locations of driver(s) by Contractor to prevent LUMINII voltage drop of more than 10%. TEMPO Integral electronic 0 STRUCTURA AURA -RING 1. Exterior rated pendant is offered in a number of different diameters. Architect to coordinate with lighting designer on exact S4 EXTERIOR RATED LED PENDANT - LARGE U DIA X 4" H 70W LED 3000K, I OV LED 8% 100-305V/ CEILING SUSPENDED Architect to verify size and quantities fixtures used. AT SUMMER LOBBY 2240 Lumens dimming driver 24V AURARNGD-DIAMETER-L30S0-WOOD FINISH -MOUNTING- 2. Fixture has no known alternate, any fixture replacements are to be approved by lighting designer or architect. STD STRUCTURA Integral electronic 0 AURA -RING 1. Exterior rated pendant is offered in a number of different diameters. Architect to coordinate with lighting designer on exact S4A EXTERIOR RATED LED PENDANT - MEDIUM S DIA X 4" H 58W LED 3000K, I OV LED 8% 100-305V1 CEILING SUSPENDED Architect to verify size and quantities fixtures used. AT SUMMER LOBBY 1840 Lumens dimming driver 24V AURARNGD-DIAMETER-L30S0-WOOD FINISH -MOUNTING- 2. Fixture has no known alternate, any fixture replacements are to be approved by lighting designer or architect. STD S46 EXTERIOR RATED LED PENDANT - SMALL 4' DIA X 4" H 47W LED 3000K, Integral electronic 0 I OV LED 8% 100-305V/ STRUCTURA AURA -RING CEILING SUSPENDED Architect to verify 1. Exterior rated pendant is offered in a number of different diameters. Architect to coordinate with lighting designer on exact size and of fixtures used. AT SUMMER LOBBY 1480 Lumens dimming driver 24V AURARNGD-DIAMETER-WOOD-WOOD FINISH -MOUNTING- quantities 2. Fixture has no known alternate, an fixture replacements are to be approved b I€ htin designer or architect. Y P PP Y 9 9 9 STD ECOSENSE F080 SPOTLIGHT 2.6" W X Remote electronic 0 1. Fixtures are intended to uptight foliage in planters to cast shadows on surrounding walls and ceilings. Coordinate lighting S5 STAKE MOUNTED LED UPLIGHT 3H X 11.5W LED 3000K, 90CRI, I OV LED % 100-277V FO80-lS-HO-30-9-20-K-X-MOUNTING STAKE MOUNTED Black -Architect to verify locat ions with planting to ensure shadows are cast on the desired areas. AT PLANTERS IN SUMMER LOBBY 6.9 6.97" L 745 Lumens 2 Fixtures are to be stake mounted. Contractor to confirm all necessary mounting hardware has been included for complete dimming driver ALTERNATES: installation in specified location. ERGO S6 NO LONGER USED ECOSENSE F170 SPOTLIGHT 1. Fixtures to be mounted at base of vine columns, uplighting exterior of columns. i SURFACE MOUNTED LED UPLIGHT 6.14" H X LED 3000K, 90CRI, Remote electronic 2. Fixtures to have green gel lens applied to bring out saturation of foliage at night. S7 , � AT BASE OF VINE COLUMN 5.29" W X 38W 2907 Lumens 0-1 OV LED 1 % 100-277V F170-15-HO-30-9-20-K-H-MOUNTING GRADE MOUNTED Black -Architect to verify 3. Fixtures to be concealed within landscaping to reduce risk of glare by users sitting at base of column. Landscape architect - 10.24" dimming driver and Lighting designer to coordinate on mounting location. ALTERNATES: 4. Fixtures are to be provided with half snoot optical accessory to limit views into fixture. ERGO 1. Fixtures are to be integrated into structure of vine columns. Product attaches to Carl Stahl mesh sub -structure via metal clips. Contractor to confirm all mounting hardware needed is provided with fixtures. 2. Fixtures are to be supplied with 120° cone as well as diffusive cap accessory for each node. ( / 24mm X CARL STAHL LED NODES: X-LED-DOT-T-Ww! 120°cone) F(w/ 1 3. Allow for one power supply per vine column. Each power supply can power up to nine lines of product, each line can hold 55 diodes. Total diodes per vine column should be 495. Final quantities may be slightly adjusted per design direction and SS LED MESH NET LIGHTING 24 mm X 1.SW per dots LED RGB DMX 12V POWER SUPPLY: XL C MOUNTED IN VINE Black -Architect to verity constraints of the installation. Refer to electrical drawings E-603 and E-604 for additional information on mounting intent and WITHIN VINE COLUMNS COLUMN quantities. 13mm 4. Mounting detail to be developed to show exact attachment to Vine column. Carl Stahl to develop further drawings r ALTERNATES: illustrating exact installation intent as well as customized spacing of nodes on cable lines. 5. Fixture SS at vine columns are to be controlled via a proprietary control system that ads independently of the central lighting controls system. System requires control via Madrix software on a personal computer accessible to staff (Building Managers office/Electrical Room) - BLACK/ BRONZE - 13"W X Integral electronic 0 BEGA Architect to verify 1. Reference landscape planter elevations for mounting height. S9 ©- LED WALL RECESSED STEP LIGHT 5" H X 15W LED 3 I OV LED 10% 120-277V STEPLIGHT RECESSED STEP PROVIDER ADD ALT 2. Fixture specification is crucial to meeting egress light levels. An fixture replacements are to be approved b lighting p 9 9 y P PP Y 9 9 AT PLANTER EDGES 5.5" D ensCRI, 8 Lumens 848 Lumens dimming driver BEGA - 24060 -K3 FOR CUSTOM c designer after reviewing photometric impacts of switching fixture out. PAINTED FINISH AION LED WT402-GAZER 1. Contractor to provide all components necessary for a complete installation. HOUSING: WT402-GAZER 2. Provide continuous lengths as indicated on drawings. Fixtures to be mounted continuously, end -to -end, with no more than 0.8" H X Remote electronic 0 6" of unlit space at either end of run. S10 WET RATED LINEAR LED IN ALUMINUM EXTRUSION 0.72" W X 2.61 W/ ft LED 3000K, 92CRI, OV LED I0% 24V LIGHT ENGINE: 4924-30-LE SURFACE MOUNTED Silver -Architect to verify 3. Manufacturer to advise as to gauge of secondary wiring based on proposed locations of driver(s) by contractor to prevent AT UNDERSIDE OF BENCHES LENGTH 2061-1$ dimming driver DRIVER: 7-2 BLUE voltage drop of more than 10%. ALTERNATES: 4. Fixtures are to be incorporated underneath benches throughout the plaza area. Detail to be developed by Lighting ALLOY Designer and approved by architect. ACCLAIM SITE LIGHTING LUMINAIRE SCHEDULE SCALE:NTS 08/24/18 20400 & 20450 STEVENS CREEK BOULEVARD WRNS iTUDlO rew.911 we". -rem" 9 7*17 180824 FORMAL APP RESUBMITTAL SITE LIGHTING LUMINAIRE SCHEDULE E.004 PROJECT #: 17012.00 SCALE: