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DIR-2021-027 - Plan Set SITE PLAN 1"=20'-0" I I SINGLE FAMILY I SINGLE FAMILY I CHAMBER OF I COMMERCIAL USE BUILDING TENANTS PROJECT DESCRIPTION SHEET INDEX RESIDENCE RESIDENCE COMMERCE ROUTE OF TRAVEL FOR W�tSTE DISPOS�tL. 290.0o THE SCOPE OF SITE i LANDSCAPE IMPROVEMENTS L000.0 COVER SHEET — — INGLUDE: L001.1 SITE CONSTRUCTION PLAN ® V ❑ � I L001.2 ENLARGED SITE CONSTRUCTION PLAN I PARKING LOT RE—STRIPING, L001.3 LIGHTING PLAN r 1 ACCESSIBLE PARKING IMPROVEMENTS, L001.4 ENLARGED LIGHTING PLAN 0 I + + 1 AGGESSIBLE PATH OF TRAVEL IMPROVEMENTS, L001.5 LIGHTING GUT SHEETS PAVING IMPROVEMENTS, l I 0 REPLAGEMENT OF TWO EXISTING BUILDING ENTRY L003.1 CONSTRUCTION DETAILS I I ARBORS, L003.2 CONSTRUCTION DETAILS I I NEW SIGNAGE, L005 3 CONSTRUCTION DETAILS I NEW TRASH ENCLOSURE, I I NEW FENCING, L004.1 IRRIGATION PLAN LANDSCAPE LIGHTING, L004.2 IRRIGATION LEGEND, NOTES WELO L004.3 PLANTING PLAN I � PLANTING � IRRIGATION RENOVATIONS. j ® I L004.4 ENLARGED PLANTING PLAN MULTI—FAMILY I ❑ ❑ I 0 I L004.5 PLANTING a IRRIGATION DETAILS RESIDENCE to — ❑ ❑ I GAS N / ® I �I STATION [:] ® — - - — — STATEMENT OF DESIGN INTENT VEHICLE PARKING . E:Q I F iL -1 THE PROPOSED LANDSCAPE IMPROVEMENTS INTEND • ❑ ❑ Center Name Pacifica Medical Center I I TO UPDATE BOTH THE APPEARANCE AND ❑ Addresses:20480 Pacifica Drive,Cupertino wstuvdatea: afnm FUNCTIONALITY OF A 40+ YEAR OLD GOMMERGIAL cuPaarlMo SQ F?.Parking Nj Tenant/SuRe# Business Name of Land Use SQ.Fr. I—Parking Required_ Parking Ratio Parking Required I OFFICE BUILDING. UTILIZING THE EXISTING TREES TO A New Oral Sur eon Medical and Dental Office --__805 ----4.60 —_—_—_ 1 er175 sq.ft. B New Oral Su eo Medical and Dental Office 1788 10.10 1 ter 175 s.ft. 4 n __ ___ C New Oral Surgeon Medical and Dental Office ____1532___ ____8.75____ 1 per 175 s REMAIN, THE NEW LANDSCAPE WILL ADD INTEREST D tin HikidoAm Medical and dentatO General Office ----1117--- ----3ffi er 285s.ft. E Martin al Sur eDDSon Medical and Dental Office 1323 _ ____7.%.___ 1 er 171 s.ft. F New Oral Surgeon Medical and Dental Office 848 —. 4.65____ 1 per f 75 sq.f[. AND WILL IMPROVE AESTHETIGS WITH A VARIETY OF G Julia Hsiao Cor orate,Admin General0(fice 10970 --------3.82— er 1:51, 1. ------- --- E-1 Esther Su ft Yen Jen Lai Cor orate admin General Office 882 3.09 1 er 285 z.ft. LOW MAINTENANGE, DROUGHT TOLERANT PLANTINGS. TOW Center SQFP. 9,365 Total parking— 47.00 0 I I VARIOUS COLORS, TEXTURES, AND LAYERS OF SQ Fr. (provide site plan showing parking stalls) Total Proposed Parking: 49 Specialized School SQ Fr: Available Parking Stalls: 2 a 00 PLANTING WILL COMPLIMENT THE BUILDING STYLE AND (5(g or more wiU require CUP Admin) 0.00% • • Professional rOffice o ecthan 2 REDUGE THE WATER REQUIREMENTS OF THE SITE. THE D.DD% I,parking,afHde° YES Spedalty Food SQ FT: ❑ I (more than 50%require CUP Admin) 0,iH1% DILAPIDATED ENTRY ARBORS WILL BE REPLAGED 6ARBAOE WITH NEW ARBORS TO GOMPLIMENT THE BUILDING COLLECTION I ARGHITEGTURE. THE ADDITION OF A SEGURE TRASH I ❑❑ ROUTE ENCLOSURE WILL PROVIDE SEGURE STORAGE OF BICYCLE PARKING COUNT: I TRASH AND REGYGLING BINS IN A STRUCTURE _® DESIGNED TO MATCH THE BUILDING ARGHITEGTURE. REQUIRED- 1 SPAGE/1,250 SF 0 BUILDING AREA = 9365 SF 0 TOTAL SPAGES REQUIRED: 5 TOTAL SPAGES PROVIDED: 10 lJ PACIFICA DRIVE LOCATION MAP N.T.S. ® SITE DATA SATELLITE IMAGE N.T.S. a °aa — eaataatzasc3o n °owa,ertallo APN: 36q-3q-002 OPDe^^=18o un _ aw as=:s.: aR®° •n 1©We go Bank c a�CM1ag g ozd9e 9 °°I Pa °9oc °ma ® aa a Maaa°aQ ®`°°e GROSS LOT AREA: 44,g50 S.F. 100% ©or R° °CIr Ha otlaman �•I, Raga.ltl,al°ao ®us,N.-N. so:Feltl © = nRaa°taraa so°RI wee°aace �a` © vgananmatlmary EXISTING BUILDING FOOTPRINTS: °f,836 S.F. 21.°1% i . waa ®° a s d" RTrack ea�za nau riele o s o nl°mla Me.�c"..�'r� c�cerrin°oanw®n ® a Sur9leal ana pc"""'"°"tl„' PROPOSED TRASH ENCLOSURE: 525 S.F. 0.7% ©tamer eaMR a°.Q ctl n , a aNi n 0..Rdr yy ressellatl °eon oos er 9°IRtloreano�® o,nwon sinaeaon.e vi.enaon.z Pacica ,I McClellan Ptl McClellan Ptl MOM M cClellan Rd ®• M1aolOellaRtl ® D N° NEW PAVING EXISTING PAVING eM a.n °aaorve a °e _ p n o �r. —'� o. u.n.. ooeeeaaParr TO REMAIN: 21,546 S.F. 45.6016 tPl�nal°M1"rea o ° 1 1 1 1 ., ,„r N. m^N n—^r^ • _ £ ,•TM1e,cege^�¢ orM1T.ele-M1a 3_ PLANTING AREA: 12,°140 S.F. 28.8010 1 1 • \ •' ao a. 0To"boa 9�¢'\2 e � I 1 •; • '� .ire, s"aa Ho e( 9v � � ,2 rj 1 1 , �B5❑ xe ua: —L— -----L---------�— r=------ .tla anas° s O meRo ° vllla vlmorla n°anmama tl yes � J" ra g 'h` ., •.�� I � : — SITE LOCATION A. K k I � 1 I � I 1 1 � 1 s u u c h K c n k e LANDSCAPE IMPROVEMENTS Sheet No. LOOOOO o \'o SCApF s n r o u ��r��•��ppHER P,� ��y� �� o. 4 5 Sign lure Landscape Architecture 61 East Main St. , Suite C 8/31/23 Site Planning dos Gatos, CA 95030 20480 PACIFICA DR. APN : 369-39-002 CUPERTINO, CA 95014 sT9rF R�Datenevial D�e o���P Environmental Design (4 0 8) 3 5 6— 5 9 8 0 OF- CAS`F Revision Date: 04/05/2022 www.kkdesign group.corn Date: 11/10/20 I I I I I I EX. GONG. PAVING TO REMAIN NEW METAL FENCE $ GATE, BOTH 5IDE5 EX. WALL TO BE REMAIN REPLAGE EX. GONG. PAVING NEW WOOD PROPERTY LINE A FENGE PER I REPLAGE EX. GONG. PAVING GOVERED TRASH ENGL05URE w/ PEAKED ROOF PER A-E A L3.3 BIGYGLE RACK PER E I L3.4 METAL FENGE GATE PER B 4 I E GREEN LINE INrDIGATE5 10' X 14' FLAT L3.1 B G BIGYGLE RACK PER L3.1 5TAGING AREA FOR GONTAINER5 METAL FENGE GATE PER Kikuchi + Ka n ke l FOR 5 BIGYGLE5, 5EE L3.4 FOR 5 BIGYGLE5, 5EE G FG 101.00 PARKING COUNT BELOW. PARKING GOUNT BELOW. EXISTING DRAIN TO BE L3.3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RELOCATED - - - - - Design Group TG °15.62 - - - - - - - - PA A T5 g8.80 P�` (TG °i8.16) ALIGN PA PA F5 115.1 F IFS 98.20 I Landscape Architecture 1 0 0 0 5 F5 C8,30 FS 98.12 L L _ J Environmental Design 1 RE '17.30 o W - EXISTING CONCRETE (FS 98.78 °°°°° 1\ 1 O.5% B Site Planning 2.°1% 0000° ►il Ul �p o PAVING TO REMAIN \\ G.T.E. F5 q8 34 0 �O Q S 98.1 r L3.3 °°oo° 8.2 61 East Main Street Suite C PA PA FS 98.05 I L3 � F5 98.20 PA 0.5% ALIGN Los Gatos, CA 95030 1 - - (F5 aa.25) ALIGN 1+ BGiFS 95:12 _ _ (408) 356-5980 1 0 \ 0 G 6 P EQ. I EQ. BICYCLE PARKING COUNT: EQ. EQ. TG 98.6q ' CONCRETE www.l5lidesigngroup.com BG/F5 98.1q dJ TG c18.45 SURFACING _ I o BG °f7.95 BETW W EEN ALLS REQUIRED: 1 5PAGE/1,250 5F I m FOR DRAINAGE �t PA I BUILDING AREA = 9365 5F cv I m ��o Dc�0lo BC oi8 cf TOTAL SPAGES REQUIRED: 5 PA PARKING WHEEL 5TOP BLOCK TOTAL 5PAGE5 PROVIDED: 10 I ' rill I �PNpSCgpF . . . D I NEW RETAINING F,� q10 PA I _ L3.3 WALL ON �� �pP HER p y HANDICAP PARKING SIGN PER p EXISTING DRAINLINE I G i NEIGHBOR'5 EX. OFFICE BUILDING PA ® 70 BE BOTH �D)ON ® 5% L3.1 PROPERTY ,e-°°TVP � Sfgnoture 5EE ENLARGEMENT PER STAMPED CONGRETE ABANDONED I . q. m G.T.E. Gq.o3) 8 Date 1 L2 PAVING w/ PLAIN O G.T.E. G.T.E. I s Renewc�ate P 1 w� BAND PER A RELOCATED 5' WIDE CURB T I (F5 oi7.42) (TG 99.49) I TgTF Dote ��\\ O W ❑ L3.1 RAMP, AGGE55 AI5LE $ 9' WIDE GONNEGT EXISTING I G.T.E. of CAS\F ON N "<Y AGGE55IBILITY PARKING 5PAGE DRAINLINE TO NEW m GATGH BA51N. I EXISTING DRAINLINE TO REMAIN. RE-MARKED HANDICAP PARKING 5I6N PER D I PARKING SPACES� � REPLAGE EX. ARBOR. ADD L3.1 4 ® NEW HANDRAILS ATTAGH TO NTS OF EXIS 0R P05TS. ARBOR I LANDSCAPE IREMOVED IMPROVEMENTS D � IL5 PER FFE,O°O° 20kMAX REPLAGE EX. ARBOR. - 'ems. ° FFE 100.00 L3.2 ■ ■ 1 ■ DETAIL5 PER EXTENTS OF PROPOSED ARBOR PER A_J I RBOR PER P 30P05 P. A A UPI L3.2 EXTENTS OF EXISTING ARBOR m W TO BE REMOVED PE < T O L3.1 F599-46-PA _- S6 8 1 T ARBOR ST G B BLDb 00 N ~'"4f o N FS GTE V 8BLD6 WMN 1 (( T 9 A F 99.51 U P 1 S 99.22 m oN °hM °% �OYoMAX °�80%0�0 0 ow PAC I F I CA mN o Y1 ILJ 11 ■ ■ I" � "'"y � RE-MARKED F59922 `` PARKING SPAGES F 90.66 PA F 99.5� UPI PA r o��� oo PA P FS 98.8� CLU o `TE TOTAL 12 OFFICE ARBOR POST A N AR OR T'^F°°r 5'°' TOTAL 13 PARKING SPAGES FS 99 51 pA R P05T '- UPI 9 BD°CoLMN PARKING SPAGES 2OMAX = CENTER EQ. RB ST Ea. Ea. Ea. Ea. Ea. ■L �■ Ea. Ea. Ea. Ea. 7-2 3/4' " CL POET TOTAL 13 TOTAL 12 1�'-5" FFE 100,00 34'-6" 34'-6" FFE,OoO - O PARKING SPAGES PARKING SPAGES L ® IIRON GATE5 PER L3p4 B IRON GATES PER LD4 1 L3.1 m I 20480 PACIFICA DR. I 5EE ENLARGEMENT PER B I I CUPERTINO, CA O EXISTING ARBOR TO BE L2 i REMOVED PER F NEW APN: 369-39-002 RE-GIRGULATING 0 L3.1 FOUNTAIN PA LU PA 1 EXISTING ARBOR TO BE J � I Y 1 ® EX. OFFICE BUILDING REMOVED F ® I z Q L3.1 Y Y Y I m I o I ® rL ® I z w EX.TREE z O - T z w H I TRASH TRIO: I 1 3 I PROP05ED GROUND SIGN PER BELSON "3T22" D PA PA 01 PA PA It J 0 1 REQUIRED VIEW TRIANGLE I v ® REQUIRED VIEW TRIANGLE PA LU co o O 04/05/2022 i I i i `p Revisions: 02/03/2022 cn- O - -- - ® - - - - - - O - - -- -- - ® - - - - - 7 - - - - - - - - ® - - - ® -• o cn z , ° 4 ciJ Date: 11/10/2021 a � EXISTING 51DEWALK Scale: LIJ= TO REMAIN 1/10" = 1'-0" LL - p '; Drawn By: z GK, YZ O 50'-01, 50'-01, P v 72'-2" 90'-211 - m a 127-2" 149'-2" SITE CONSTRUCTION O (50' MIN. REQ'D) (50' MIN. REO'D z PLAN O D 0 PACIFICA DRIVE w NOTE : SEE SHEET L001 . 2 FOR Sheet No. w L001 ol W LEGEND & NOTES 151-011, TYP. my � GRADING LEGEND LAYOUT LEGEND < V CU Kikuchi + Kankel > � FS 100.00 PEDESTRIAN CONCRETE PAVING: INTEGRAL COLOR W/ TOP B PROPOSED SPOT ELEVATION (SEE ABBREVIATION KEY) BROOM FINISH OR APPROVED EQUAL. L3.1 Design Group m EXPANSION JOINT: 1/2" NON-ASPHALTIC FIBER OR SPONGE W/ (FS 100.00) SANDED ELASTOMERIC SEALANT OVER PA G.T.E. EXISTING SPOT ELEVATION SCORE JOINT: 1/5" W x 1/2" D TOOLED Landscape Architecture Environmental Design A o o TG g8.43 O TEXTURE IMPRINTED CONCRETE PAVING w/ BAND Site Planning m °0°0 2.0% INDICATES DEGREE AND DIRECTION OF SLOPE ACROSS PAVED L3.1 °°° EXTENTS OF EXISTING ARBOR SURFACES 61 East Main Street Suite C 0 0 C EXPANSION JOINT: 1/2" NON-ASPHALTIC FIBER OR SPONGE W/ O v o°Do\° o o TO BE REMOVED PER F SANDED ELASTOMERIC SEALANT OVER aj v z c,y 0000 Los Gatos, CA 95030 2.0% MAX. ° °0°0 L3.1 SCORE JOINT: 1/5" W x 1/2" D TOOLED Z (� 0000000 356-5980 > (L o°o°o FFE 100.00 GRADING ABBREVIATION KEY VEHICULAR CONCRETE: 6" MIN. THICK W/ #4 REBAR @ 12" O.G. www.l5lidesigngroup.com B.W. OVER 6" DEEP 3/4"(:P CLASS II BASEROCK COMPACTED TO q5016. COLOR $ FINISH TO MATCH PEDESTRIAN CONCRETE. EXPANSION JOINT: 1/2" NON-A5PHALTIG FIBER OR SPONGE W/ o EXTENTS OF PROPOSED SANDED ELASTOMERIC SEALANT OVER m ARBOR PER FFE FINISHED FLOOR ELEVATION (PER ARGHITECT'5 PLANS) m A-� SCORE JOINT: 1/8" W x 1/2" D TOOLED �p,NDSCgpF L3.2 - - - - - - �q2 :\ q (g8.22) - - - - - - F5 FINISHED SURFACE ELEVATION °,�� oPNER p �ey� P-T - - - - - - - - - - - - N . 401 TG/BC TOP/BOTTOM OF CURB ELEVATION --- --- --$------------ - ASPHALTIC GONGRETE PAVING: 2" MIN. THICK W/ SEALER OVER G ARBOR P 5T - - - - - - - - - - - - - G.T.E. CONFORM TO EXISTING ELEVATION 6" DEEP BASEROGK. L3.1 Slgnoture $ BLDG LUMN 8/31/23 Renewal Date TG q5.44 I FS gq.51 sT Date `P F5 q8.4 I (F5 gg.51) ACCESS AISLE, WIDTH PER PLAN NOTES qTF of O W Z (F°5 g8.61) IL ° NOTES OWE 2.0/o MAk } 5.0/o GRADING � X +' 01 w I I ogogog00000�o TACTILE WARNING STRIP I ALL GRADING SHALL CONFORM TO LOCAL CODES AND ORDINANCES. o000000000000 +l I ° ° ° ° ° ° ° LANDSCAPE FS q8.4 I ALL FINISH GRADES SHALL BE NO LESS THAN 6" BELOW TOP OF FOUNDATION. (FS q8.6�) F gq.52 IMPROVEMENTS CONTRACTOR SHALL VERIFY. G (g8.25) I (F gq.52) CONCRETE CURB L3.1 _ _ _ _ _ _ _ _ _ _ _ _ _ EROSION CONTROL MEASURES MUST BE IN PLACE PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITY. TG g8.33 A ARBOR POST I I PA THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL NEW WOOD PROPERTY LINE FENCE L3.4 BLDG COLUMN (g7•g6) L - �- - - - - - - - - - - MEASURES AND SHALL BE RESPONSIBLE FOR ANY AND ALL FINES ASSOCIATED WITH THE DI5GHAR6E OF SEDIMENTS, EROSION, OR POLLUTANTS LEAVING THE SITE AS A RESULT PACIFICA 2.0% MAX. OF CONSTRUCTION ACTIVITY. PA PLANTING AREA ARBOR POST THE CONTRACTOR SHALL USE A SILT FENCE BARRIER, STRAW BALE BARRIER, SAND OFFICE BA65, BRUSH OR ROCK FILTER OR OTHER APPROPRIATE MEASURES, AS NECESSARY, TO MINIMIZE THE QUANTITY OF SEDIMENT-LADEN RUNOFF FROM THE SITE. FFE 100.00 EXISTING TREE TO REMAIN. NOTE: NO EXISTING TREES ARE CENTER CONTRACTOR SHALL STABILIZE ANY AREAS THAT HAVE BEEN STRIPPED OF VEGETATION O PROPOSED TO BE REMOVED. AND MAINTAIN EROSION CONTROL MEASURES BETWEEN OCTOBER 15 AND APRIL 15. CONTRACTOR SHALL USE WATERING AND OTHER MEANS NECESSARY TO CONTROL DUST DURING PERFORMANCE OF WORK TO PREVENT A NUISANCE TO THE PUBLIC. INDICATES ALIGNMENT BETWEEN ELEMENTS 20480 PACIFICA DR. a CUPERTINO, CA o EAST SIDE ENLARGED CONSTRUCTION PLAN A MAIN INLET/GATGH BASIN: OLD GA5TLE 'U21CB' 24" SaUARE CATCH BA5IN w/ APN: 369-39-002 SCALE: 1/4" = 1'-0" ❑® Z 'H/20'TRAFFIGE RATED METAL GRATE. 0 w LU z I LAYOUT NOTES Y FFE 100.00 2.0% MAX. + t� CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DISTANCES LOCATIONS PRIOR TO Y GOMMENCING WORK. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE Y ARCHITECT OF ANY DISCREPANCIE5. U_ EXTENTS OF PROPOSED ARBOR PER A_J L3.2 ALL WORK SHALL CONFORM TO LOCAL BUILDING CODES $ ORDINANCES. CONTRACTOR EXTENTS OF EXISTING ARBOR w SHALL OBTAIN a PAY FOR ALL NECESSARY PERMITS. LU Z TO BE REMOVED PER F m CONTRACTOR SHALL PROTECT ALL EXISTING TREES $ ROOT SYSTEMS. L3.1� �Jl Z FS gq.46 6,, W Z CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT 45 HOURS IN ADVANCE TO H - -/T--------- �- -- - v ARRANGE FOR FIELD REVIEW OF ALL WALL, PAVING, AND PATH LAYOUTS. ARBOR P05y J' ?� I � .4o FS g8.82 ►t1 Q- PAVING SCORE LINES, WHEN NOT DIMENSIONED, SHALL BE LOCATED PER PLAN, ALIGNED 8 BLDG COLUMN o G.T.E O I AS INDICATED, AND SPACED EQUALLY. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO LAYING REBAR. FS gg.22 ° °o°o°o°o J 0 0 0 0 0 w ALL VISIBLE POURED-IN-PLACE CONCRETE SHALL BE SEALED PER SPECS. ❑ 2.0% MAX. °ci°0°0°0°0 - } o 0 0 0 _ _ m � p q 8.0%?0°0 p p to NO CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, TRASH GONTAINER5, OR _ I� o 0 0 0 ►n in w z DEBRIS SHALL BE PLACED IN THE PUBLIC RIGHT-OF-WAY. 04/05/2022 o - 0dq0°0°0°° v aL a +' FS gg.22 °d°0°o°0°o A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS ON SITE Revisions: 1 02/03/2022 Cn o 0 0 0 0 . WHICH COULD OTHERWISE BLOW AWAY, SHALL BE REGULARLY COLLECTED AND PLACED Cn I I I °�° IN THE CONTAINER. a I F5 g8.52 Date: 11/10/2021 a I ,� - G.T.E. ALL CONSTRUCTION DEBRIS (WOOD SCRAPS AND OTHER DEBRIS, WHICH CANNOT BLOW W I AWAY) SHALL BE PILED WITHIN THE PROPERTY LINES OF THE PROJECT IN A NEAT AND Scale: (F5 qq 5 PA I ARBOR P05T SAFE MANNER. O - - - - - - - - - _ - BLDG COLUMN NO TRENCHES FOR ANY PURPOSE SHALL BE MACHINE DUG WITHIN DRIPLINES OF EXISTING Drawn By: TREES. TRENCHES WITHIN DRIPLINE5 OF EXISTING VEGETATION s TREES TO REMAIN 0 �'-q" GK, YZ SHALL BE HAND DUG. NO ROOTS GREATER THAN 1"<P SHALL BE GUT. ALL ROOTS v BETWEEN 1/2" $ 1"� SHALL BE CLEANLY GUT AND DRESSED. jARBOR POST SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ENLARGED SITE a FFE 100.00C. NOSMOKIN6 IS PERMITTED ONSITE. A SMOKINGSECTION DOE5 NOT CURRENTLY EXIST CONSTRUCTION OR IS ONE PROPOSED A5 PART OF THE PROPOSED WORK. NO ASH URNS AREO ROPOSED. PLANS U D w WEST SIDE ENLARGED CONSTRUCTION PLAN Sheet No. w SCALE: 1/4" = 1'-O" L001 I D w I I I I I I • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - - Kikuchi + Kankel EXI5TINO LINE VOLTA&E Design Group 0 0 o FOR NEWTLLG T5I TYP L J � _ — � Landscape Architecture L7 I Environmental Design 0 ,,�; _ _ ----------- -------- -- ------------------ --1-- � 7 I Site Planning -� L -1 61 East Main Street, Suite C as GOtos, CA 95030 / > 408) 356-5980 www.I515designgroup.com T I � I I F, LP p R NE A F q�c I EX. OFFICE BUILDING I G o. I 1 2 , \ �\ 120V I � \ 4-7.5 Signature \ I 8/31/231/23 ® - * Renewal Date � Data \ 37.6 OF CAL\F 4 Q I I i 18 \\ \ i \ NEW ELEGTRIG OUTLET • • \\ TO UTILIZE EXI5TINO POWER 50URGE. • LANDSCAPE • I T — IMPROVEMENTS T 4 UP1 I � ARBOR LIGHTING UP1 ARBOR LIGHTING PER L001.4 � I PER ■ P ■ -� �— — L001.4 PACIFICA UP1 UP OFFICE O• 0 CENTER \ NEW FOUNTAIN • I � I I I I L 20480 PACIFICA DR. a CUPERTINO, CA APN: 369-39-002 z 0 co EX. OFFICE BUILDING LU J z Y I 2 U � Y Y w i O F- z w o z w ' T LU = I ❑m o T m T = m 04/05/2022 a - - - - � I—) - - - - - - - - �V Revisions: 1� 02/03/2022 U N JDate: 11/10/2021 a w Scale: LU 1/10" = V-0" 0 Drawn By: z l_J O YZ 1= Q _U J m a 0 LIGHTING PLAN 0 PACIFICA DRIVE 0 tU 7 w NOTE : SEE SHEET L001 .4 FOR Sheet No. Ito L001 ■ 3 w LEGEND & NOTES w Kikuchi + Kankel Design Group Landscape Architecture Environmental Design LIGHTING LEGEND LIGHTING NOTES Site Planning 61 East Main Street, Suite C LINE VOLTAGE WIRING: 120V, SCHEMATIC LOCATION. WIRE TO BE 50LID-CONDUCTOR NO LOW-VOLTAGE WIRE RUN SHALL EXCEED 120 FT. AND/OR 100 WATT5. PROVIDE BETWEEN 10.5 Los Gatos, CA 95030 ------- COPPER, GAUGE AS REQUIRED. ROUTE WIRE IN CONDUIT, 51ZE AS REQUIRED. BURIAL & 11.5 VOLTS AT EACH NON-LED FIXTURE. PROVIDE BETWEEN 7 $ 15 WATTS TO LED FIXTURES. (408) 356-5980 PER CODES. WATERPROOF JUNCTION BOXES SHALL BE UTILIZED WHENEVER REQUIRED TO CONNECT TO EXISTING LINE VOLTAGE WIRING TO EXISTING PARKING LOT LIGHT5. INTERCEPT CIRCUIT EXISTING STUB BY OTHERS OR TO EXTEND CIRCUIT. CONTRACTOR SHALL USE BELL STYLE BOXES www.lil5designgroup.com @ FIRST LIGHT $ UTILIZE FOR NEW LIGHTING CIRCUIT. ON SIDE OF BUILDING WHERE OCCURS; ALL JUNCTION BOXES SHALL BE PAINTED TO MATCH ADJACENT SURFACE. LOW VOLTAGE WIRING: 12V, SCHEMATIC LOCATION. WIRE TO BE DIRECT-BURIAL #10/2 PRECISE LOCATIONS FOR ALL FIXTURES SHALL BE FIELD STAKED, MARKED, AND VERIFIED WITH OR 12/2, AS REQUIRED. 51X-INCH (6 9 MINIMUM BURIAL. ROUTE TO MINIMIZE V151BILITY LANDSCAPE ARCHITECT PRIOR TO WIRING AND INSTALLATION. ADJUSTABLE FIXTURES SHALL BE AND IMPACT TO TREE ROOTS. �PNDSCgpF DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT. F,� HER p 0. �q tii ❑T TRANSFORMER: BK LIGHTING 'TR-60'. MOUNT ON ADJACENT WALL. ALL LOW VOLTAGE CIRCUITS SHALL BE WIRED TO UTILIZE THE APPROPRIATE TRANSFORMER v No. 1 LOADS AND SHALL NOT EXCEED 50016 OF RATED MAXIMUM LOAD. ALL CIRCUITS SHALL BE WIRED TO MINIMIZE VOLTAGE DROP AT THE END OF THE LINE. Sgnetue OUTLET: NEW EXTERIOR GFCI-PROTECTED DUAL 120v OUTLET. INSTALL IN aisvzs WEATHERPROOF BOX W/ IN-USE COVER, A5 REQUIRED. ALL TRANSFORMERS SHALL BE HARD WIRED. TRANSFORMERS ADJACENT TO BUILDING OR SITE Renewal Date WALL5 SHALL BE MOUNTED TO WALL 12" ABOVE GRADE. ALL TRANSFORMERS LOCATED IN sT Date `P PLANTING AREAS SHALL BE MOUNTED q" ABOVE GRADE ON A CON HRT RWD 4x4 P05T PAINTED qTF OF Cq��F��� © ELECTRICAL JUNCTION BOX, WATERPROOF RE-ENTRYABLE DARK BROWN AND SET IN A q"CD x 12" DEEP CONCRETE FOOTING. ALL WORK SHALL CONFORM TO LOCAL ELECTRICAL CODES. © FOUNTAIN PUMP NO TRENCHES FOR ANY PURPOSE SHALL BE MACHINE DUG WITHIN DRIPLINE5 OF EXISTING TREES. TRENCHES WITHIN DRIPLINE5 OF EXISTING VEGETATION $ TREES TO REMAIN SHALL BE HAND DUG. LANDSCAPE _ = NO ROOTS GREATER THAN 1"(:P SHALL BE GUT. ALL ROOTS BETWEEN 1/2" $ 1"(P SHALL BE CLEANLY IMPROVEMENTS GUT AND DRESSED. MEP EXISTING MAIN ELECTRICAL PANEL • SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TRANSFORMER NUMBER :ZONE WATTAGE PACIFICA -4 OFFICE CIRCUITRY KEY CENTER CIRCUIT GROUP CONTROL O TIMER, OUTLETS AND FOUNTAIN PUMP TIMER 5WITGH @ PANEL 20480 PACIFICA DR. O COURTYARD DOWN LIGHT5 AND UP LIGHT5 TIMER 5WITGH @ PANEL CUPERTINO, CA 0 O WE5T 51PE BOLLARD LI6HT5 $ARBOR DOWN LIGHTS TIMER 5WITGH @ PANEL � O EAST SIDE BOLLARD LIGHT5 $ ARBOR DOWN LIGH75 TIMER SWITCH @ PANEL APN: 369-39-002 z z �� s TRASH ENCLOSURE LIGHT TIMER SWITCH @ PANEL W 0 J W Y z + "OYES: LIGHTING FIXTURE KEY = SAME BOTH SIDES FOR ARBOR LIGHTING. SYMBOL MFR. VOLTAGE M DEL F 15H LAMP USE / NOTES Y_ FX 12 VOLT LC-6LED-BZ BRONZE q.7 WATT WALL WASH LIGHT5: LOCATE CENTER ON O i� Q METALLIC 1 LED 516N $ SHINE ONTO SURFACE. z W co z FX 12 VOLT DE-6LED-BZ BRONZE q.7 WATT DOWNLIGHTS: MOUNT ON BUILDING EAVE IN p METALLIC LED CORNER $ SHINE ONTO PLANTING $ z FOUNTAIN BELOW. W FX 12 VOLT CC-5LED-L5-AT ANTIQUE 4.5 WATT UPL16HT5: SET ON GRADE $ SHINE INTO TUMBLED LED FOUNTAIN. ENLARGED ARBOR LIGHTING PLAN 0 A FX 12 VOLT NL-6LED-DN-BZ BRONZE q.7 WATT ARBOR MOUNTED DOWNLIGHTS: SET = SCALE: 1/2" = 1'-O" METALLIC LED BOTTOM FLUSH w/ BOTTOM OF BEAM/LATH. w FX 120 VOLT A-BR10-5V-L20-KBO-6P-BZ-MIGB W R10 BRONZE 24.5 ATT REPLACE 5 EXISTING BOLLARD LIGHT5 $ 1 m METALLIC LED ADD 4 CENTERED BETWEEN EXI5TIN6. x0 A 04/05/2022 W HUBBELL 12 VOLT NR6-4-30L-U-3K-055-BLT BLACK MATTE 55 WATT MOUNT @ APEX OF RAFTERS IN CENTER OF Revisions: 1Q 02/03/2022 co TEXTURED LED TRASH ENCLOSURE. z J Date: 11/10/2021 a W Scale: U) 1/10" = 1'-0" w 0 Drawn By: z 0 YZ i= Q U J m a W ENLARGED 0 o LIGHTING PLAN U 0 W Sheet No. a W a w L001 A w FXLuminaire FXLuminaire FXLuminaire., LED Up Lights D Down Lights a LED Up Llght5 LC LED Up Light D ' " � PROJECT _ PROJECT CATALOG# CATALOG# PROJECT Kikuchi + Kankel TYPE TYPE CATALOG# Design Group NOTES NOTES ✓ •" ..a TYPE v Landscape Architecture NOTES Environmental Design Site Planning 61 East Main Street, Suite C Los Gatos, CA 95030 Straight Shroud (408) 356-5980 www.lSlSdesigngroup.com CC Up Light SPECIFICATIONS DE Down Light SPECIFICATIONS LC LED Up Light SPECIFICATIONSto 'S Qrm � c �pN)SCAPF O q�Q Output 3LED 6LED �c,� OpNER p ati� Output 1LED 3LED Output 1LED 3LED 6LED C-9 q 40 Total Lumenst 62 124 Total Lumenst 59 162 328 Total Lumenst 154 331 e V �� N Input Voltage 10 to 15V 10 to 15V 10 to 15V SI e 4, Input Voltage 10 to 15V 10 to 15V P g Input Voltage l0 to 15V to to 15V nat e .6"(41 mm) Input Power W 2.0 4.2 8.2 a/saizs 1 (Input Power(W) 2.0 4.2 P ) InputPower(W) 4.2 8.2 * Renewal Date VA 2.4 4.5 1.6"(41 mm) VA 2.4 4.5 9.7 45° VA 4.5 9.7 �q Date Efficacy(Lumens/Watt) 25 28 Efficacy(Lumens/Watt) 29 41 40 TF OF CAL�FO� Color Rendering Index(CRI) 80 80 Color Rendering Index(CRI) 80+ 80+ 80+ Efficacy(Lumens/Watt) 36.0 36.0 Center Beam Candlepower* Center Beam Candlepower* ® Color Rendering Index(CRI) 80+ 80+ Spot(17-20) 217 493 Spot(17-20) 322 958 2,064 Center Beam Candlepower* 79 174 Dimming PWM,Phase** PWM,Phase** E Dimming PWM,Phase** PWM,Phase** PWM,Phase** E en o RGBW Available No No No E E E Dimming PWM,Phase** PWM,Phase** RGBW Available No No �, Ln ko LANDSCAPE Luxor Compatibility RGBW Available No No al Luxor Compatibility ul N IMPROVEMENTS Default Zoning Zoning Default Zoning Zoning Zoning Luxor Compatibility ZD Option Zoning/Dimming Zoning/Dimming ZD Option Zoning/Dimming Zoning/Dimming Zoning/Dimming 60a 60" Default Zoning Zoning ZDC Option ZDC Option-- __ ZD Option Zoning/Dimming Zoning/Dimming -- -- Minimum Rated Life(11.70) 50,000 Hrs 50,000 Hrs - 3.0"(76 mm) 3.0"(76 mm) ZDC Option *Information not available for Flood or Wide Flood. Minimum Rated Life(L90) 55,000 Hrs 55,000 Hrs 55,000 Hrs 3.0"(76 mm) p -- -- **For optimal performance,use a trailing-edge,phase-cut dimmer. *Information not available for Flood or Wide Flood. Minimum Rated Life(L70) 50,000 Hrs 50,000 Hrs t Measured using the 3,900K CCT lens.Multipliers for other CCTs include 0.80(2,700K),0.65(4,500K),and 0.65(5,200K). **For optimal performance,use a trailing-edge,phase-cut dimmer. PACIFICA t Measured using the 3,900K CCT lens.Multipliers for other CCTs include 0.80(2,700K),0.65(4,500K),and 0.65(5,200K). LANDSCAPE LIGHTING Learn more.Visit:fxl.com 1+1760.744.5240 LANDSCAPE LIGHTING LANDSCAPE LIGHTING OFFICE CENTER Huseeu HUBBELL DATE: I LOCATION: Outdoor Lighting FXLuminaire FXLuminaire_ TYPE: PROJECT: 20480 PACIFICA DR. cATALOG#:NRG-30L-U-3K-035-BLT . CUPERTINO CA •. : . •. o NRG04000Lights LUMAsouARE® n sERiEs APN: 369-39-002 Z NL Down & Up/Down Light DESIGNER PREMIUM FEATURES WDesigned for illumination of commercial indoor/outdoor lowbay applications f J luminaire provides a cost effective and capable lighting solution while saving PROJECT W Y energy and providing general illumination Z Saves 60-80%compared to traditional Metal Halide sources CATALOG# Y PROJECT Die-cast housing provides rigid mounting and dissipates heat for long life + • 10%uplight to eliminate cave effect _ TYPE x lb)ldJ1)l,'u V4 ��, CATALOG# • Typical mounting height up to 16ft NOTES Y Polycarbonate lens option for greater vandal resistance Y TYPE ILL O RELATED PRODUCTS ~ NOTES PERFORMANCE DATA Z W CO 5K(5000K NOMINAL 70 CRI) 4K(4000K NOMINAL 70 CRI) 3K(3000K NOMINAL 80 CRI) Z #Of Nominal System Dist. O LEDs Wattage Watts Type Lumens LPW' B U G Lumens LPW' B U G Lumens LPW' B U G U I Z 350mA 35w 5S 4471 127 1 3 1 4234 121 1 3 1 3389 97 1 3 1 W 30 700mA 70w 5S 7727 1 110 2 4 2 7504 108 2 3 2 5730 82 2 3 2 + Lumen values are from photometric tests performed at a NVLAP accredited labratory in accordance with IESNA LM-79-08.Data Is considered to be representative of the configurations shown.Actual performance may differ as a result of end-user environment,application and performance tolerances of the electrical components. PROJECTED LUMEN MAINTENANCE DIMENSIONS = Ambient OPERATING HOURS 3 A H Temperature 0 25,000 50,000 TM-2141 L96 60,000 100,000 L70(Hours) 1 251C/77*F 1.00 0.98 0.96 0.96 0.94 >672,000 e C LU NIL Down & U /Down L i h t SPECIFICATI O N S 400C/104aF 0.99 0.96 0.95 0.94 0.92 >539,000 m p A-BR10 Path Light SPECIFICATIONS ELECTRICAL DATA x 2 04/05/2022 O #OF LEDS Number of Drivers LDrive CurrentmA Inout Voltage r current Am m Power d 1 350mA 120 35 0.59 Output L07 L10 L13 L20 CO 30 Number of LEDs 3LED 3LEDT 6LED 277 27 Revisions: 02/05/2022 GP GG GV GP GG GV GP GG GV GP G GV 2 700mA 120 70 1.19 7"(180 mm) ZL Z Total Lumenst 202 173 367 277 71 0.58 Total Lumens* Q Short 319 634 608 444 878 844 614 1,214 1,166 988 957 1,877 Date: 11/10/2021 J Input Voltage 10 to 15V 10 to 15V 10 to 15V a, Medium 398 792 760 549 1,089 1,042 756 1,497 1,427 1,226 427 2,311 a W Input Power(W) 4.2 4.2 8.2 Long 496 990 947 676 1,347 1,285 918 1,803 1,743 1,519 977 2,803 Scale: U) _ Input Power(W) 7.6 15.0 15.0 10.9 22.1 22.1 15.3 30.7 30.7 24.5 9.3 49.3 = VA 4.5 4.5 9.7 -- ORDERING GUIDE VA 7.9 15.5 15.5 11.2 22.8 22.8 15.6 31.0 31.0 24.8 9.8 49.8 1/10" = 1'-0" F_ Example:NRGA-30L-U-3K-035-BL Efficacy(Lumens/Watt) 42- 41- 41- 41- 39- 39- 41- 38- 38- 41- 9- 39 OEfficacy(Lumens/Watt) 52 47 44 - CATALOG# NRG-30L-U-3K-035-BLT 66 66 66 62 61 61 60 59 59 63 1 61 Drawn By: Z Color Rendering Index(CRI) 80+ __ 80+ 81mmj ORDERING INFORMATION Color Rendering Index(CRI) 82 82 82 82 82 82 82 82 82 81 1 82 0 Center Beam Candlepower GK, YZ a NRG-4 _ 30L _ U (cacP) Center Beam Candlepower* V e s Voltage CCTe Short 386 392 376 536 548 528 746 748 724 1,220 .216 1,138 J Spot(17-20) 975 630 2,022 Medium 422 429 408 582 594 572 812 812 788 1,299 295 1,214 (14 m NRG-4 Lumasquare II 30L 30 LEDs U 120V-277V 3K 3000K Blank 700mA BLT Black Matte Textured Long 442 448 431 611 622 598 838 838 814 1,355 351 1,248 Dimming PWM,Phase** PWM,Phase** PWM,Phase** 4K 4000K 035 350mA BLS Black Gloss Smooth a nz•<eimmi _ Dimming Phase,0-10V Phase,0-10V Phase,0-10V Phase, 10V Q, 5K SOOOK DBT Dark Bronze Matte Textured Minimum Rated Life(L70) 50,000 Hours 50,000 Hours 50,000 Hours 50,000 ours LIGHTING C U T O RGBW Available No No No DEIS Dark Brone Gloss Smooth Luxor®Compatibillty Z Luxor Compatibility GTT Graphite Matte Textured ZD Options Luxor CUBE Required Luxor CUBE Required Luxor CUBE Required LuxorC ERequired SHEETS O LGS Light Grey Gloss Smooth 1 IES Classification U Default Zoning Zoning PSS Platinum Silver Smooth Short Type II Type II Type lit Type II Type Ilt Type Ilt Type II Type llt Type lit Type II ype Ilt Type Ilt WHT White Matte Textured Medium Type It Type Illt Type II Type II Type Illt Type II Type II Type IIIt Type II Type II ype Illt Type II ZD Option Zoning/Dimming Zoning/Dimming Zoning/Dimming WHS White Gloss Smooth O Long Type III Type Illt Type Illt Type III Type III Type Illt Type II Type III Type lllt Type III ype III Type III Lumen White finish.For ZDC Option VGT Verde Green Textured outputs 9specified C y ) Sheet No. d •• 0 74;for BZ Bronze Metallic multiply by 0.61 for FBBlockm lt t SV Silver multiply values b 10" 254 mm ply by 0.59 for FR Frosted d Lens by 0.82, ( W t Indicates extrapolated data. IX Minimum Rated Life(L90/610) 55,000 Hrs 55,000 Hrs 55,000 Hrs CC Custom Color L001 ■ LLI I Learn more.Visit:fxl.com 1+1760.744.5240 LANDSCAPE&ARCH ITECTU RAL LIGHTING U) 1of9 Generated 4 Feb 2022 01 33 09 Page l/2 Rev.01/20/21 ®2021 Hubbell Outdoor Lighting,a division of Hubbell Lighting,Inc.Specifications subject to change without notice. � PHUBBELL FHJBBELL 5 NRG4000LED-SPEC 701 Millennium Blvd•Greenville,SC 29607/Tel 564.675.1000/Website www.hubbelloutdoor.com Lighting 2 W CL EX. GOURTYARD POST CONCRETE BAND: 6" THICK CONCRETE W/ (2) #3 CONTINUOUS HORIZ. EX. GOURTYARD $ PAVING BAND REBAR $ (1) #3 HORIZ. DOWEL @ 12" O.G.. SOLVENT ETCH OR ACID ETCH P05T i STEP FINISH a INTEGRAL COLOR PER SPECS AS SELECTED BY L.A. EX. GOURTYARD POST WHEN OCCURS EXPANSION I JOINT: 1/2" NON-A5PHALTIG FIBER OR SPONGE W/ SANDED I EX. COURTYARD POST WHEN OCCURS ELASTOMERIG SEALANT OVER; COLOR PER LANDSCAPE ARCHITECT. B CONCRETE PAVING PER LOCATION PER PLAN. I STEP: CONCRETE REINFORCED W/ #4 REBAR @ 12" L3.1 CONCRETE PAVING: 4" MIN. THICK CONCRETE W/ #3 REBAR @ O.G.B.W., #3 REBAR CONTINUOUS @ EACH NOSING. SOLVENT ETCH OR ACID ETCH FINISH $ INTEGRAL COLOR e 12" O.G. BOTH WAYS. TEXTURE IMPRINTING DUST ON COLOR PER SPECS AS SELECTED BY L.A. TOOLED SCORE CONCRETE BAND PER L3 1 PER SPECS AS SELECTED BY L.A. JOINTS ON TREADS $ RISERS, LOCATIONS PER PLAN. I I R=1/4", TYP. R=1/4", SCORE JOINT: 3/16" W x R=1/4", R=1/4", TYP. Kikuchi + Kankel e TYP. 1/2" D, TOOLED; LOCATION TYP• EXPANSION JOINT PER PER PLAN. Ilk I EXPANSION JOINT PER L3.1 Design Group FINISH ADJAGENT GONG. PAVING PER PLAN a v d GRADE d —� a a v d a a Landscape Architecture d ° d d a ° d d Environmental Design �44 on�� o ° ° a ��00 Oo0o�0000�0000�0000 0 0 0�00 a Site Planning o O �o O �o O O �o O o �Oo o O O�II O��o 0�� O��o �, 0 0� v O�0oO�0o0�0 cw oO�Oo O� O� 6 O�0 ooO o00 0 oO o oO o oO o 0 oO o oO o oO o oO o oO a 00� O 00 00 0 00 00 ^0 r O 0 O Do o O o O O Do 0 0 0 0 0 0 0 o Oo 0 0 o�n< o�nl<o�nl l 4�n1 o�nl,� I /I I q�nl,��;, I o�n / oO�0o0 00� 6 O�0 �0oO�0oO�0oO�0o �OoO�0o0� oO�0oO�0o0�0 _ _ d ° o ° 0 0°�0 61 East Main Street Suite C - - _ 000 00 00� = _ , ° Do O Do O Do O U n� n n�o n�o n o n�o n�o n I III-I 000 000 O III-III- I I-III-III-III-III III III-I I -III- (� (� (� (� (� (� - I L-III �. o �I I I-III III-III-III-III- I I-I I III III 11=III=III=III III=III=III=III- -I I I II I I=I I I=III-III=III- Los Gatos, CA 95030 _III„I II i 11111 11 l 11=1 I, I I �I I I 11-1 B I I I=1 1=1 1=1 1=1 1=1 - 1=' =1 1=1 11=1 11=1 11=1 11=1 - I I I=I 1 I:1,=1 -1 - a I1=1I1=1I1=1I1=1I I 408) 356-5980 BASEROGK PER L3.1 I II IIII I I�, IIII �IIII III I I I -I III-III-III- BA5EROGK: 6" MIN. DEEP 3/4"CD CLASS 11, =11 I I 11 ��o�0000�0000�0000�0000�0000� 0 I I I I I I III B COMPACTED TO q5/o 0 0 0 0 0 o WWw.likdesl n rou com BASEROGK PER 9 9 P I III,00O DooO DooO DooO DooO Doo � L3.1 SUBORADE PER - _-�O�OoO�0oO�0oO�0oO�0o0 Oci- L3.1 SUB&RADE: NATIVE SOIL UNDISTURBED & �00 OOo� OOo� OOo� OOo� OOo� 0 GOMPAGTEID TO q5% MIN. - --T -�T -�T -�T -�-Ti B '-1 I I-III-I 11=1 11=1 11=1 11=1 11=1 11=1 11= 5UB6RADE PER e �=III-III-III=1 I I=1 I I=1 I I=1 I I=1 I I=1� L3.1 DOWEL PER 5TA66ER RELATIVE TO OPPOSITE SIDE. -I I Ii II I I� lIIIll iI I II i I I I III i)SCAP L3.1 DOWEL: #3, SMOOTH, 12" LONG @ 18" O.G. DOWEL PER LB 1 �°,���o NER p CENTER ON EXPANSION JOINT. 2 No. F:c ONC. PAVING W/ BAND SECTION SCALE: 1 1/2" = 1'-O" O CONC. PAVING W/ BAND @ BLDG SECTION SCALE: 1 1/2" = 1'-0" © CONCRETE STEP SECTION SCALE: 1 1/2" = 1'-0" sl9 ature 8/31/23 * Renewal Date 1/2 RADIUS BLUE— - - ° PARKING SPACE 516NAOE NOTES: OF CA1 WHITE REFLECTORItED SIGN HANDIGAPPED SYMBOL 36" X 36" IN WHITE ON CONSTRUCTED STEEL DF - BLUE BAGK6ROUND SHALL BE VISIBLE WHEN L WITH BEADEDTEXT OR EQUAL VEHICLE 15 PARKED. RESERVED RESERVEC} �� <BIKE RACK: PARK-IT BLACK +.y. -r i I =;7► ' FOR FOR POWDER-GOATEID STEEL 5 BIKE RACK. NOTEt SIGN TO BE CENTERED AT STALL OUTLINES IN BLUE WITH HANDICAPPED f LANDSCAPE 'NE INTERIOR END OF HANDICAPPED HANDICAPPED GAUGE STEEL TUBING, IN-GROUND MOUNT. PARKING SPACE o o SYMBOL IN WHITE LOGATEID ANYWHERE IN THE _ IMPROVEMENTS AREA OF SIGN TO BE STALL PLACE. MODEL '1ZT7010-BK', AVAILABLE s• - ' A MIN, OF 7D SQ. IN. VAN ACCSSI6LE THROUGH TREETOP PRODUCTS, _ DESIGNATE FOR 'VAN ACCESSIBLE- - 36" STALL SPACE IN BLUE WITH HANDICAPPED http5://www.parkitbikeracke.com/park-it- WNERE APPROPRIATE sor MIN. FOR SYMBOL IN WHITE LOGATED ANYWHERE IN THE powder-coated-Steel-bike-racks FREE STANDING STALL SPACE. 367 MIN. FOR I WALL MOUNTED - r _Y TO TOP OF WALKING SURFACE STALES MUST 8E LOCATED IN PACIFICA STAR 50 THAT IS Y1518LE BY ,� 36 ADJAGENT GONG. PAVING, PER �� == q1 yr TRAFFIC ENFORCEMENT OFFICER )� � , PARKWHEN A VEHICLE IS PROPERLY PLAN. TIE REINFORCEMENT PARKED IN THE SPACE (CENTERED AT ENTRANRECOMMENDED) TO STALL INTO FOOTING 12" DEEP. OFFICE RECOMTENDEDJ � � aaao �. �ao�a . oa000 a000 a000�a000 _ ___� ; a CENTER (� , 0000 00 0000000000000 8(�88(�88(�88 00 00�000�0 0�00 ��o�oo��0000��0000��000 p0 Op0 Op0 O� �S. � __ 20480 PACIFICA DR. a z -J - AL CUPERTINO, CA 0 gD"MIN 36•MIN BASEROGK: 6" MIN. DEEP 3/4"Q� GLASS II, COMPACTED TO q5% _ APN: 369-39-002 z FOOTING: 1'-0" x 15" DEEP CONCRETE. co 5UB&RADE: NATIVE SOIL UNDISTURBED GOMPAGTED TO q5% MIN. w s- A PARKING Qz SPACE ENBLEM (SEE BELOW) D HANDICAP PARKING SIGNAGE DETAIL SCALE: N.T.S. E BIKE RACK DETAIL SCALE: 5/4" = 1'-0" F IMAGE OF EX. ARBOR SCALE: 3/5" = 1'-0" O r- z LU z O FINISH GRADE: VARIES MA50NRY WALL WITH WALL STRUCTURE: 5" GMU w/ SOLID w STUCCO. FINISH COLOR PER LOCATION GROUT FILL S #4 REBAR @ 5" O.G. VERT. PRECAST GONG. GAP 1 TEXTURE TO MATCH BUILDING. Z 16" O.G. HORIZ. 5.5' x 4.0' = 36 SF PER "WING" GONGRETE CURB: SIZE A5 DIMEN51ONED, = 72 SF TOTAL SIGN AREA. I- 1 -6' 8'-6" -1 VENEER: CEMENT PLASTER, 2 GOATS, 3/4" REINFORCE u1/ (2) #4 CONTINUOUS HORIZONTAL 13 TOTAL THICKNESS. TEXTURE & COLOR TO O REBAR w/ #4 VERT. DOWEL5 @ 12" O.G.. " DECORATIVE TILE INLAY, 7" HIGH BRONZE LETTERS, I$ ' v MATCH BUILDING x ~ TO MATG EX. — TWO SIDES. NUMBER, TYP. -� �' o ASPHALTIG GONGRETE: 2" MIN. F6 N LU THIGK W/ SEAL GOAT OVER , w GRADE BEAM: 8"W x 12"H SLOPED GRADE R d BEAM w/ (2) #4 REBAR CONTINUOUS HORIZ. } $ VERT. BARS @ 5" O.G. GONTINUIN6 INTO 2048004/05/2022 - a _ _ _ II l I �t WALL a PIER WHEN OCCURS. ELIIIIIII I _ co ° I1 I 1 _ I I ° G.I. WEEP SCREED, CONTINUOUS Revisions: 02/03/2022 z I -1 1 l PACIFICA DR VE . m d v�d FINISHED GRADE J °° Date: 11/10/2021 EL —III I uwi _ O ,O0�°OC o0 00� I III— I I =1 I I=1 I I=1 I I=1 1= ° - I=I I I=I I I=I I I II 11=1 11=111- Scale: = O 001 AS NOTED III I I III III- - 00b 00 I -IIId ° a III-I O 0 D �oJ PIER, TYPICAL OF 3 -III-I + I III I Drawn [3y: I I PER II-III a III-III 0 O�oO O � INDICATES MATGHIN6 PERPENDICULAR 1=III=I av f I ad° I=III= GK, YZ IIII—III III III I I . III=III I d 111=Ill WALL BEHIND I I L3'1 I I-III-I ° ° - - CONCRETE PIER: 12"<V x 50" DEEP :I 1-1 I I I M 11= REINFORCED w/ (5) #4 VERT. (1 m BASE: 5" DEEP 3/4"� GLA55 II, III I I MA50NRY COLUMN TO MATCH 516N WALL L III=1 1=1I11=1I I- -1 III- I M CONTINUOUS INTO GRADE BEAM) #3 a COMPACTED TO q5% - �V 11:I I a a . 1=III=III WRAPS @ 12" O.G. o a Ii1—Ii1— CONSTRUCTION z 5UB6RADE: 5GARIFIED ff - J d d I IIIi '11 II I- DETAILS O GOMPAGTED TO c5% MIN. NOTE: PROPERTY PRONTA6E = 2q0 LF v 2qO LF/4 = 72.5 5F MAX. ALLOWED ° 0 516NA&E FOR PROPERTY. O Ce & d a a Sheet o. Lu L003ol co © A.C. PAVING W/ CONC. CURB SECTION SCALE: 1 1/2" = 1'-0" O GROUND SIGN ELEVATION SCALE: 1/2" = 1'-0" O GROUND SIGN SECTION SCALE: 1 1/2" = 1'-0" IY 10 2'-O" 11'-5" (VERIFY) 2'-O" Ilk JOIST ATTACHMENT: ' D ' POST (2) #6 x 4" LONG I L3.2 PER 6 STAR HEAD DECK BEAM ATTACHMENT: (2) LATH: 3x6 CON. HT. SCREWS TOENAILED 5/8"CD CORROSION RWD. RO. @ °1" O.G. LATH: 3x6 CON. HT. RWD. RO. @ ±1 @ EACH BEAM RESISTANT M.B. w/ NUTS S 31 GROSSING, TYP. WA5HER5. GUT END FLUSH ® ® 2 O.G. w/ NUT S PAINT PER 5PEC5, UPPER BEAMS: (2) TYP. @ ALL BEAMS. 4x8 CON. HT. RWD. CL RO. BEAM - -- ---- --------- - -- - END GUT PER L3.2 I I E LATH: 3xC, O / \ UPPER BEAMS: (2) 4x8 CON. HT. RWD. RO. Kikuchi + KQ n ke 1 L3.2 I I CON. HRT. @WD.oO. ----- -- --- ---- Design Group O F Landscape Architecture N-2) Environmental Design LU Site Planning LOWER -- BEAM: 61 East Main Street, Suite C 3x10 CON. END GUT PER HT. RWD. L3.2 END GUT Los Gatos, CA 95030 RO. O PER 1 � I I (408) 356-5980 J UPPER POST: 6x6 CON. HT. RWD. RO. L3.2 L3.2 BEAM: 4xa - - --- - ------ ---- www.I515designgroup.com LOWER BEAMS: (2) 3x10 CON. � CON. H -- --- HT. RWD. RO. RWD. RO. LOWER BEAMS: (2) 3x10 CON. HT. RWD. RO. BEAM P05T: bx6 CON. HT. RWD. RO. BEAM ATTACHMENT TYP. TRIM PER C' PER TRIM: 1x4 CON. HT. RWD. 545 CENTERED ON EACH NDSCgp BLOCKING: �P F ±1'-1 1/2" 1 L3.2 B FACE. ATTACH w/ 2" LONG 8d 6ALV. FIN15H NAILS @ �,� ?"ER p 4x&x182"L L3.2 6" O.G. COUNTERSINK. FILL HOLES W/ PUTTY PRIOR �oP pry ti POSTS BLDG PO5T8 BLDG CON. HT. TO STAINING. v � No 1 COLUMN COLUMN OA ARBOR PLAN SCALE: 1/2" = 1'-0.. O ARBOR CONNECTION I SCALE: 3" = 1'-0" © ARBOR CONNECTION II SCALE: 3" = 1'-0" Signatu 8/31/23 Renewal Date r r L `L OF sTyT Date ��\P ` 10'-q" q'-q" F CAL\FO POSTS BLDG POSTS BLDG (L CL 2'-O„COLUMN 11'-5" (VERIFY) COLUMN2'-0„ POST POST 2'-0" ±13 -6" Ilk LANDSCAPE IMPROVEMENTS vil @ L3.2 ' LATH PER L32 ' i Ea. — Ea. Ea. Ea. Ea. Ea. _ I ' 7-11 1/4" 6'-11 1/4" ' - B - PACIFICA UPPER BEAM PER L3.2 I LATH PER L3 2 LATH PER B I I OFFICE d ' LOWER BEAM PER B ' EXISTING BUILDING B L3 2 UPPER BEAM PER - _ CENTER B ' UPPER BEAM PER EXISTING BUILDING POST PER TI— dj I I LOWER BEAM PER B LOWER BEAM PER B L3.2 L3.2 20480 PACIFICA DR. ' EXISTING BLDG PER ' CUPERTINO, CA ARCHITECTURAL DW65 O 6 POST PER 6 POST PER L3.2 L3.2 APN: 369-39-002 0 I I ' FINISH GRAE ' oI FINISH GRADE I FINISH GRADE - — — — — — — D— I w - - = = -1 I I=1 I I-1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 Elf. I I=1 I I=1 I'- I I=1 I - I -III-III-III-III-I - Y - - "'- -''I=1 11=' "'- -1 1=1 1=1 1=1 1=1 1 -' 1=1 11-'' "'-"I III-III-III-111-111: Z — = III—III-1 1=1 1. — _ _ _ _ ___ =III =1 1=1 1=1 1= I -1 11-1 11-1 11 Q - - - - - - - - - - - - - - �I--�-=1� .liI=III= Y ''=1 I I-I I__III-III-III-I 11=1 I I-III-III-I 11-1 I I-1 11-1'' '-1 11-1 I I-I_I 1-1 I I- 11-1 I I� + III-III-III-III-III-I -"'- -' 2 U Y D ARBOR FRONT ELEVATION SCALE: 1/2" = 1'-0" E ARBOR SIDE ELEVATION - EAST SCALE: 1/2" = 1'-0" OF ARBOR SIDE ELEVATION - WEST SCALE: 1/2" = 1'-0" Y EXISTING STUDS, ASSUMED LOCATION. INSTALL w INTERNAL BLOGKIN6 AS REQUIRED FOR z 3x6 LATH ARBOR BLOCK ATTACHMENT. O POST: 6X6 CON. HRT. RWD. RO. - Z m EXISTIN6 BUILDING STUCCO S SHEATHING H 6 WOOD TRIM PER L3.2 ROUTE TO FIT j UPPER BEAM PER L32 OVER $ CONGEAL POST BASE j 3" = POST: 6X6 CON. HRT. REDWOOD POST BASE: SIMPSON CBQ66-5D52, 1/2 1 5/4" H LATH PER B RO. (TYP.) EMBED IN FOOTING PER MFR 5PEG5. j L3.2 § CENTER IN PIER. ATTACH TO POST W/ (12) 4x8 BEAM 13 w Z SIMPSON SDS 4" X 2" WOOD SCREWS. j FINISH GRADE �t j O ------ j 04/05/2022 a _ _ _ _ _ �R ry -- -- �' - - Revisions: 02/03/2022 Cn Cn az i- WOOD TRIM: 1X4 CON. HRT. _ _ _ = @ Date: 11/10/2021 RWD. RWD. RO.. ATTACH w/ 2" — a a == FOOTING: 15" DIA. X 3'-O" MIN. DEPTH 3/4'. 4'� --� --4 w LONG 5d &ALV. FINISH NAILS @ a r a CONCRETE PIER, REINFORCE W/ (4) #4 1 rn 6" O.G. COUNTERSINK. FILL F a _ = 2 1/4" ® Scale: = 1 HOLES W/ PUTTY PRIOR TO _ III = REBAR VERTICALS (3) #3 WRAPS @TOPS AS NOTED #3 WRAPS @ q" O.G. BELOW. SLOPE TOP O - — STAINING. I al TO DRAIN. Drawn [3 y O m 3 1/2 m � J 3x10 BEAM LOWER BEAM PER B 0 17- I _ SUBGRADE: UNDISTURBED OR L3.2 GK, YZ a - COMPACTED TO q5% 3/4 3/4" �p BL 4xx -'L CON. HT. RWD. RO., ATTACH TO J " Ia a I i OGKIN6: 61F8 2� a I a = BLDG STUDS w/ (2) 1/2"QP x q" LONG LAG 5GREW5. a 7" a I ��`- CAULK ALL PENETRATIONS PRIOR TO STAINING. M —_� CONSTRUCTION o a z ° 1 j O BEAM ATTACHMENT BOLTS PER B DETAILS L3.2 0 1'-6" DIA. EX. 2x4 BLOCKIN65 FOR COLUMN TRIM 5" 3" a O BUILDING ATTACHMENT SECTION O BUILDING ATTACHMENT PLAN Sheet No. LU SCALE: 1"=1'=0" SGALE:1"=1'=0" W L0012 W © ARBOR POST SECTION SCALE: 3" = 1'-0" O ARBOR FOOTING SECTION SCALE: 1" = 1'-0" Oj ARBOR END CUTS SCALE: 1 1/2" = 1'-0" O ARBOR @BUILDING DETAIL SCALE: 1" = 1'-O" 12 ROOFING: CLAY BARREL 12 p, �2 1/2 TILE TO MATCH BUILDING �2 1/2 ROOFING PER L3.3 RAFTERS: 2x6 STEEL TUBING PAINTED TO 00 MATCH BUILDING TRIM.oe RAFTERS PER L3.3 i ENCLOSURE DOORS RAIN WATER LEADER TO OPEN NEW GUTTER S RAIN WATER SPLASH BLOCK INTO PLANTING LEADER TO SPLASH BLOCK INTO OPEN AREA, TYPICAL OF 2. p PLANTING AREA, TYPIGAL OF 2. POST: 4x4 STEEL TUBING +I ItPOST PER Kikuchi Kankel PAINTED TO MATCH = - R L3.3 + m BUILDING TRIM. O - � +1 Design Group O OVER- OVER- : . .. OVER- OVER ...... � v _ HANG 1 = HANG HAN O HANG MAX. HIGH STUCCO WALL COLOR - r ,. .. ... - 7 MAX. HIGH STUCCO WALL 1 TO MATCH BUILDING. +I :. .:...: ... ... .. ... .. ,.,. .... : . . , . ..:. :.....:.. :: Landscape Architecture - Environmental Design : 9 OAT ES: 1/8 THICK STEEL VENEER W :.. FINISH SURFACE Site Planning 2 x 2 STEEL FRAMING n GATE CANE BOLTS 61 East Main Street, Suite C CONCRETE CURB INTERIOR FINISH SURFACE Los Gatos, CA 95030 (408) 356-5980 www.l5l5designgroup.com 4-10"iOATES 10--0" OPENING 10'-101, �PJADSCAPF EQ. EQ. HE R P No. OA TRASH ENCLOSU EAST ELEVATION SCALE: 3/8" = 1'-0" O TRASH ENCLOSURE WEST ELEVATION SCALE, 3/5" = 1'-0" Snro 8/31/1/23 * Renewal Date Date T9TF OF CAL ROOFING PER L3.3 ROOFING PER L3.3 LANDSCAPE RAFTERS PER A% RAFTERS IMPROVEMENTS L3.3 L3.3 NEW GUTTER RAIN WATER LEADER NEW GUTTER RAIN WATER LEADER 1'-0" TO SPLASH BLOCK INTO PLANTING oil TO SPLASH BLOCK INTO PLANTING OVERHANG OVER- 1'-O" AREA, TYPIGAL OF 2. 1'_0 OVER- AREA, TYPIGAL OF 2. A HANG OVER- HANG POST p` POST PER HANG cn L3.3 L3.3 +I m PACIFICA 7 MAX. HIGH 7 MAX. HIGH STUCCO WALL STUGCO WALL E X . .. . . .. ... .... FINISH OFFICE .......: .... . .. FINISH SURFACE NEW RETAINING WALL ON OORDOOR - E OHBO S PROPERTY .. .. .. .. .. : . . .. � , .. .. NEW RETAINING WALL ON D ENTER ........ .. . SPLASH .. .. . NEIGHBORS PROPERTY FINISH GRADE ON = : . BLOCK f; ADJACENT PROPERTY _ FINISH GRADE ON RETE GONG ADJACENT PROPERTY SPLASH BLOCK CURB :. . -:.. ... ..:.. ... ..' . . ,: CONCRETE CURB . .:. ...: a INTERIOR FINISH SURFACE FINISH CUPERTINO, CA O i FINISH SURFACE SURFACE . INTERIOR FINISH SURFACE PROPERTY LINE APN: 369-39-002 z — 0 PROPERTY LINE (n i w i 0 w Y z Q Y 2 Y © TRASH ENCLOSURE SOUTH ELEVATION SCALE: 3/5" = 1'-0" OD TRASH ENCLOSURE NORTH ELEVATION SCALE: 315" = 1'-0" Y O q6 GAL OROANIC WASTE BINS G z L3.3 z 1'-6" GLR. TO w IN RAIN WATER LEADER TO z SPLASH BLOCK INTO PLANTING 18'-6" PROPERTY LINE O U AREA, TYPICAL OF 2. LU rp f 1 A NOTE: wOOD PENCE -I y NO COPPER METAL ROOFING, ASPHALT SHINGLES CONTAINING COPPER GRANULES, GATES: OBTAIN a INSTALL ALI N O COPPER GUTTERS AND DOWNSPOUTS, OR EXTERIOR COPPER ELEMENTS ARE = REGOLOOY SUPPLIED F 5" THICK PROPOSED OR ALLOWED AS PART OF THE PROPOSED IMPROVEMENTS. GATE LOCK ON GATES. r — REINFORCED o I I MASONRY LU WALLS w/ m SHTUCGO FINISH =O L _ _ -J TO MATCH 04/05/2022 a � � BUILDING. Revisions: 02/05/2022 Cn (2) 4 YARD BINS 1 TRASH, 1 JREGYGLING Date: 11/10/2021 a • � w INDICATES Scale: w CEILING MOUNTED AS NOTED w SHIELDED _ _ _ _ _ Drawn By: O DOWNLIOHT FO GK, YZ 0 r — — I SAFETY Q I I SECURITY. m L3'3 I I CONTINUOUS 6: x ALIGN L — — J L -i GU HBx 8" WIDE CONSTRUCTION O zO AFFIX SIGNATURE TO 0 WALL @ 54" ABOVE __ALIGN-C-T DETAILS GRADE INDIGATIN6 NO. p ILLEGAL DUMPING, SGAVENOINO, OR LIMITS OF ROOF ±328 S.F. GOVERE a THEFT OF REGYGLING OVERHANG ABOVE TRASH ENCLOSURE Sheet No. W MATERIALS. w L0033 w E TRASH ENCLOSURE PLAN SCALE: 1/4" = 1'-0" 6'-O" MAX. FRONT BACK CAP: 2x6 CON. HRT. 8'-O" O.G. 2" LATCH 2" HINGE FF ROUGH REDWOOD RAIL: 15" X 14" MONTAGE CLEARANCE 3'-O 1/2" CLEARANCE TOP RAIL: 2x4 CON. I MAJESTIG RAIL. GATE OPENING HRT. RO. RDWD. - RAIL: 15" X 14" MONTAGE LATCH: LOCKABLE SELF-CLOSING ►n MAJESTIC RAIL. LATCH AS SELECTED BY OWNER. POST: 2" 5a. X 16 GA. PER MFR SPECS SET 48" ABOVE ADJACENT GRADE. FENCE PLANKS: 5 POST: 2" Sa. X 16 GA. PER MFR SPECS 1x8 CON. HRT. RO. MESH: 1/2" MAX OPENING RDWD. O PICKET: 5/5" 5a. X 18 GA. WITHIN 18" OF LATCH GATE UPRIGHT: 14" 5a X 16 GA. O TRIM/NAILER: 2x2 Q Kikuchi + Kankel CON. HR . RO. PICKET: 5/5" 5a. X 18 GA. T � BRACKET: ADDITIONAL STYLES OF GATE RDWD HARDWARE AV B DesignGroup AILABLE. OLT ON HINGE. SELF-CLO51NG `t MEGHANI5M. KICKER: 2X8 PTF, CEDAR FINI5H GRADE Landscape Architecture TONE. L i PAVING PER PLAN. Environmental Design N I— —III =1I =1I III=1I _ — � I�: •I I II��I I I I I —I"—" a• �,. Site Planning POST: 4x6 P.T.F. I � = . II �I'•� 61 East Main Street, Sui te e C CEDAR TONE @O FRONT ELEVATION J I1 (PROPERTY SIDE) 6-0" O.G. MAX, TYP. Los Gatos, CA 950303 3/4" BOTTOM RAIL: 4x4 TYP 3 3/4" BASE PLATE. 1/4"TH X 5"L X (408) 356-5980 TYP 1" MIN. CON. HRT. RO. RDWD. i=1I -I �, 5"W H.D.G. BOLTED TO PAVING OVERLAP u . www.lskdesigngroup.com FOOTING: 12"<Px36" NOTES: TYP a: DEEP CONCRETE. OSECTION SLOPE TOP TO FENCES GATE BY AMERI5TAR, MODEL 'MONTAGE MAJESTIC 3 ,� DRAIN. RAIL'. WWW.AMERI5TARFENGE.GOM, 1-888-353-3422,OR EQUAL OPLAN AS SELECTED BY OWNER. TYP. ALL METAL TO BE PRIMED AND PAINTED W/ (2) GOATS O �P \AE R p pF q NOTES: ALL HARDWARE AND FASTENERS SHALL BE HOT DIP GALVANIZED W ANIZED OR 5TAINLE55 STEEL, PER SPECS. ENAMEL. COLOR AS SELECTED BY OWNER. a�"���• NE W FENCE SHALL BE STAINED W/ 1 GOAT 5EM1-TRAN5PARENT STAIN PER SPECS, COLOR AS SELECTED BY L.A. q C/No. � AO WOOD PROPERTY LINE FENCE SCALE: 1/2" = 1'-0" O METAL FENCE DETAIL SCALE: 1/2" = 1'-0" © METAL FENCE GATE DETAIL SCALE: 1/2" = 1'-0" 31g a 8/31/2/23 * Renewal Date Date 10'-0" VERIFY OPENING WIDTH e T9TF �F Cq`\�o��� PROVIDE RECE55 IN FRAME & PLUNGER IN TOP OF DOOR FRAME OPERATED BY HANDLES. STOP: TAB ON TOP OF GATE TO STOP GATE FROM 5ANGING THRU. BOTH SIDES. N LANDSCAPE FRAME: 1 2" X 2" X 11 GA TUBULAR STEEL. ATTACH TO IMPROVEMENTS BUILDING WALL5 W4 6" X "L G.I. LAG 5CREW5 INTO EXPANSION SHIELDS C 24" O.G. TYP, UNLESS OTHERWISE NOTED. BARS:4" TH. X 2" WIDE FLAT BARS C 6" O.G. SET CENTERED IN FRAME FRONT TO BACK. PACIFICA SCROLL: JANSEN ORNAMENTAL SUPPLY 'ART.655/3 6 L2 0 ART.685/4' HAND FORGED FLOWER PANELS. MODIFY A5 REQUIRED. SET CENTERED IN FRAME FRONT TO BACK. LU OFFICE > N GATE FRAME: 2" X 11 GA SG. TUBULAR STEEL - THESE TWO PIECES ONLY -TO ACCOMMODATE INTERNAL VERTICAL RO -LP� CENTER HARDWARE AS 5PEGIFIED BY OTHERS. LEVER: A5 5PEGIFIED BY OTHERS. 6" HINGE: PROVIDE (3) HEAVY DUTY G.I. HINGES 20480 PACIFICA DR. C p ON EACH GATE. WELD TO GATES a P m CUPERTINO, CA 0 O INDICATES FRAME GROSS MEMBERS O FINISH 5URFAGE PER PLANS APN: 369-39-002 z 0 W p m —j 6" 1'-0" 6-4 1/2" 5-4 1/2" 6" 50LID PLATE, BOTH SIDES, 16 GA. STEEL SHEET: WELD W CONTINUOUS TO FRAME $ GRIND JOINT SMOOTH Y Z DECORATIVE METAL MEDALLIONS: 3 PER 5IDE PER GATE x U Y OD METAL ENTRY GATES ELEVATION SCALE: 1/2" = 1'-O" Y O H Z W U) z O U Z W H H H O x H 0 W m x 04/05/2022 O W a. Revisions: 02/03/2022 JDate: 11/10/2021 a W Scale: U) LU AS NOTED 0 Drawn By: z 0 YZ i= Q tU J m a Ix CONSTRUCTION O Z DETAILS O i= U 0 Ix Sheet No. a W L003AW W I I I II - - —- - - - - --- — VALVE #5 - - - - - -- -- - - - - - - - - - - -- -- - - - —- - - - - - - - - - r - o� � _�I - - i -- VALVE #6- - - -_ _ - - - - Kikuchi + Kanke l VALVE VALVE #4 L — - - — - - — 3/4'; TDesignGroupII - - - - - 0 0 J 1/a I Landscape Architecture I Environmental Design — — — Site Planning VALVE #4 ❑5 y VALVE #4 II I F © ` I I I I_I I I �I 61 East Main Street, Suite C 30 3 1D(E) 4 D(E 3/4" I 1 I Los Gatos, CA 95030 I I I I I 'I L 5.1 L 6.5 I (408) 356-5980 V I 1 ID(N) 2 ID(N) 5 ID(N) 6 D(E) / I I I I I I www.l5l5designgroup.com L 5.0 M 5.4 L 5.0 L 3.1 I I I I I I I I I I I 3 EX. OFFICE BUILDING )SCgpF �00AE R p.�q'1Oy� � y � II I I I I I I II � ',v �, •.0 Slgnaturo I I I I I 8/3,/a3 I 1 1 I I Ranawal Data I I I I I OF CALF I I I ® 1 ® I I I II I I I 1 I II I 1 I VAL F1 I I 1 I LANDSCAPE • IMPROVEMENTS I — . VALVE #2 L — - I I I I OO I I I I I I I I I VALVE 1 .—• • • � 1 . . •— • ;I PACIFICA II #5 I I 13 • OFFICE I I ) I I 5.5 L 12 T ® I CENTER I I L Q.o I I L 4.0 I 13 D(N) 20480 PACIFICA DR. I I I q D(N I I L 5.6 i CUPERTINO, CA II I I I L 5.q I I 14 D(E) II APN: 369-39-002 0 II I i I EX. OFFICE BUILDING I ® 1 I II I I I I L 3.-7 VALVE I o I I I 10 T I 1 #14 I I z i I I L q.0 15 D(N) L 6.4 Y I I I 11 D(N) I v I F I I L q.1 16 D(N) I IC\ U- I L -7.4 3 I z V,4LVE #16' r 0 II L I I I 1 I u U _ L q.5 w I I I F 1 I I a O= 11 3/4" VAl I I m o I I I I I I I a. L-- - - - - - - - - - - — — — — — — — L — �- -- —- - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L_ - - - - _I Revisions: 02/03/2022 cf a191 F91Date: 11/10/2021 a w Scale: Cn _ 1/10" = V-0" 0 - - Drown By: z 0 a U J m D a 0 0 IRRIGATION PLAN z 0 U D 0 w Sheet No. w NOTE: SEE SHEET L4.2 FOR LEGEND, NOTES, & WELO. w L004m 1 W PACIFICA OFFICE CENTER - WATER EFFICIENT LANDSCAPE WORKSHEET IRRIGATION LEGEND IRRIGATION NOTES This worksheet is filled out by the project applicant and it is a required element of the Landscape Documentation Package. Reference Evapotranspiration (ETo)for Cupertino =45.3 THIS SYSTEM 15 BASED ON AN ESTIMATED AVAILABLE 50 GPM @ 60 P51. CONTRACTOR SHALL Hydrozone#/Planting Plant Irrigation Irrigation ETAF Landscape ETAF x Estimated Total NEW IRRIGATION MAINLINE: 1 1/2"(:P PVG 5GH 40, 15" MINIMUM BURIAL. Description Factor Method Efficiency (PF/IE) Area(sq, Area Water use TUNNEL BENEATH (E) PAVING AS REQUIRED TO INSTALL NEW SECTIONS. NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. (PF) (I E) ft,) (ETWU) ALL WORK SHALL CONFORM TO LOCAL PLUMBING $ ELECTRICAL CODES. jJ i�u c h i n + �J^^ke l EXISTING DOMESTIC MAINLINE. APPROXIMATE LOCATION SHOWN. Regular Landscape Areas n <.11 1 CONTRACTOR SHALL LOCATE ALL LATERALS, MAINS $ VALVE5 IN PLANTING AREAS WHENEVER LOW WATER USE EXI5TIN6 2"Cp 5GH 40 MAINLINE TO REMAIN, A55UMED LOCATION BASED POSSIBLE. WATER LINES 5HOWN BENEATH WALK5 AND DRIVE5 ARE FOR GRAPHIC, CLARITY ONLY. Design Group ON EXISTING PLANS. GAP $ ABANDON SECTIONS NOT UTILIZED FOR NEW PLACE NO ELLS OR TEES BENEATH PAVING. ALL PIPING BENEATH PAVING SHALL BE LOCATED Valve 1: Shrub Drip 0.2 0.81 0.25 597 147.41 4140.08 SYSTEM. WITHIN PVG 5GH 40 5LEEVING. Valve 3: Shrub Drip 0.2 0.81 0.25 778 192.10 5395.29 CONTRACTOR SHALL ALLOW FOR AN ADDITIONAL 100 LF OF DRIP TUBING IN THIS BID PRICE TO Valve 4: Shrub Drip 0.2 0.81 0.25 1505 371.60 10436.90 Landscape Architecture X X X EXISTING SECTION OF MAINLINE TO BE ABANDONED. INSURE ADEQUATE COVERAGE. n Environmental Design Valve 5: Shrub Drip 0.2 0.81 0.25 575 141.98 3987.52 9 LATERAL LINE: PVC, CLA55 200, 51ZE AS 5HOWN PER PLAN. 12" MINIMUM CONTRACTOR SHALL INSTALL FILTER AND THOROUGHLY FLUSH ALL DRIP IRRIGATION LINES PRIOR Valve 6: Shrub Drip 0.2 0.81 0.25 417 102.96 2891.82 Site Planning BURIAL, UNLESS OTHERWISE NOTED. TO INSTALLATION OF DRIP TUBING. 1/2„ Valve 7: Shrub Drip 0.2 0.81 0.25 666 164.44 4618.59 61 East Main Street, Suite C EXISTING LATERAL LINE TO REMAIN, ASSUMED LOCATION BASED ON CONTRACTOR SHALL REPAIR ANY EXI5TIN6 IRRIGATION SYSTEMS DAMAGED DURING Valve 8: Shrub Drip 0.2 0.81 0.25 804 198.52 5575.59 EXISTING PLANS. UTILIZE FOR NEW CIRCUITS AS REQUIRED. IF PIPE DOES CONSTRUCTION, RE&ARDLE55 OF LOCATION ON SITE. CONTRACTOR SHALL TEST $ VERIFY Los Gatos, CA 95030 NOT EX15T OR IF PIPE INTEGRITY 15 COMPROMISED, INSTALL NEW PIPE BY OPERATION OF EXISTING SYSTEM $ NOTIFY THE LANDSCAPE ARCHITECT OF ANY CURRENT Valve 9: Shrub Drip 0.2 0.81 0.25 1030 254.32 7142.86 (408) 356-5980 TUNNELING BENEATH (E) PAVING AS REQUIRED. DEFICIENCIES. NEW AND EXI5TIN6 IRRIGATION SYSTEMS SHALL BE FULLY OPERATIONAL UPON Valve 10:Tree Drip 0.2 0.81 0.25 254 62.72 1761.44 COMPLETION OF PROJECT. www.lSlidesigngroup.com POINT OF CONNECTION TO EXISTING PIPE. Valve 11: Shrub Drip 0.2 0.81 0.25 1132 279.51 7850.21 NO TRENCHES FOR ANY PURPOSE SHALL BE MACHINE DUG WITHIN DRIPLINES OF EXISTING TREES. TRENCHES WITHIN DRIPLINE5 OF EXISTING VEGETATION $ TREES TO REMAIN SHALL BE HAND DUG. Valve 12:Tree Drip 0.2 0.81 0.25 254 62.72 1761.44 SLEEVIN6: PVG 5GH. 40, 51ZE AS REQUIRED. 12" MINIMUM BURIAL NO ROOTS GREATER THAN 1"0 SHALL BE GUT. ALL ROOTS BETWEEN 1/2" & 1"(P SHALL BE Valve 13: Shrub Drip 0.2 0.81 0.25 659 162.72 4570.04 (EXCEPT AS NOTED). 5HOWN FOR CONTROL WIRE, PROVIDE ADDITIONAL CLEANLY GUT AND DRESSED. SLEEVIN6 AS INDICATED ELSEWHEREValve 14: Shrub Drip 0.2 0.81 0.25 790 195.06 5478.50 IN PLANS & SPECIFICATIONS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. o \_PNDSCgp F q� Valve 15: Shrub Drip 0.2 0.81 0.25 1011 249.63 7011.10 ��� �oPNER P. CS� NEW 1" DEDIGATED IRRIGATION WATER METER AS APPROVED $ INSTALLED ® PRIOR TO FINAL INSPECTION, THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE Valve 16: Shrub Drip 0.2 0.81 0.25 820 202.47 5686.55 / No. t BY WATER COMPANY DIRECTOR OF COMMUNITY DEVELOPMENT: Valve / !'���e -' Valve 17: Shrub Drip 0.2 0.81 0.25 1247 307.90 8647.71 Signature EXISTING DOMESTIC WATER METER TO REMAIN 1. CERTIFICATE OF COMPLETION AND CERTIFICATE OF INSTALLATION, THE FOLLOWING INSTALLATION 8/31/23 MODERATE WATER USE Renewal Data OF LAND5GAPING MATERIALS AND IRRIGATION HARDWARE (APPENDIX G). s P FLOW SENSOR: HUNTER 'FLOW-GLIK' WIRED SENSOR INSTALLED IN 2. IRRIGATION SCHEDULE (SECTION 14.15.110). Valve 2: Shrub Drip 0.5 0.81 0.62 400 246.91 6934.81 T-1 Date O HUNTER 'FGT-100' RECEPTACLE TEE. 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (SECTION 14.15.120). Totals 12939 3343 93890 OF 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (SECTION 14.15.150). BACKFLOW PREVENTER: FEBGO 'LF&25Y' 1"CD REDUCED PRESSURE C 5. LANDSCAPE MAINTENANCE AGREEMENT (SECTION 14.15.140). Special Landscape Areas © BACKFLOW ASSEMBLY. L4.5 1 FOUNTAIN 1 1 1.00 26.60 FILTER: RAINBIRD QUIGK-GHECK BASKET FILTER, 1" (P, MODEL # LANDSCAPE ❑F 'QKCHK-100' W/ 100 MESH SCREEN. INSTALL IN VALVE BOX W/ ACGE55 1 IMPROVEMENTS FOR GLEANING. 1 IRRIGATION CONTROLLER: HUNTER PRO-HC CONTROLLER 'PHG-24' © OUTDOOR 24 STATION CONTROLLER. (PROVIDE 'RAIN-GLIK' WIRELESS Totals 1 1.00 26.60 RAIN 5EN50R ON WALL.) REPLACE EXISTING CONTROLLER. VERIFY LOCATION w/ OWNER. SENSOR:RAIN / NO OBSTRUCTION ABO EIS IN SENSOR. INSTALL ON BUILDING §1 EAVE w PACIFICA 0 MASTER VALVE: BUCKNER SUPERIOR '3100150' 1 1/2" 24 VOLT BRASS O F F I C E NORMALLY CL05ED MASTER VALVE. BALL VALVE: 5GH. 80 PVG BALL VALVE AS MANUFACTURED BY KING CENTER BROTHERS INDUSTRIES (OR EQ.). 51ZE PER LINE; LOCATE IN VALVE BOX. ETWU Total 93917.06 SOLENOID VALVE: IRRITROL SYSTEMS -700 SERIES VALVE, 1"Cp. INSTALL Maximum Allowed Water Allowance 189295.31 OMNIRE6 'OMR-100' PRE55URE REGULATION MODULE; INITIAL PRESSURE D'E (MAWA) 5ETTIN6 TO BE40 P51. LOCATE IN VALVE BOX. L4.5 20480 PACIFICA DR. a H05E BIB: CHAMPION 'HB-2' (OR EQ.), ON 15" GALVANIZED RISER. eMAWA(Annual Gallons Allowed)=(Etc)(0.62)((ETAFxLA)+ CUPERTINO, CA O= ((1-ETAF)x SLA)] W WRAP PIPE ONLY BELOW GRADE AND PAINT ABOVE-GRADE PORTION where 0.62 is a conversion factor that converts acre- 0 TO MATCH ADJACENT SURFACE. POUR 12"OX&" THICK CONCRETE inches per acre per year to gallons per square foot per AP N: 369-39-002 z COLLAR 6" BELOW GRADE FOR SUPPORT. year,LA is the total landscape area in square feet,SLA is C9 the total special landscape area in square feet, Cl) and ETAF is.55 for residential areas and 0.45 for non- III residential areas. o F_ --I INDICATES LIMITS OF RESPECTIVE DRIP IRRIGATION ZONE. INSTALL TORO B W VALVE # "DRIP IN BROWN DRIPLINE", MODEL 'T-PCB1810-12' 5/8"(:D INLINE DRIP Y TUBING w/ 1 GPH EMITTERS @ 12" O.G.. RUN TWO PARALLEL LEN6TH5 OF L4.5 � � aHydrozone#/Planting Description Y � PIPE ADJACENT TO PLANTS APPROX. 6" FROM TRUNKS. MAXIMUM TUBE E.g + -J LENGTH NOT TO EXCEED 260'. 1.)front lawn 2.)low water use plantings V3.)medium water use planting Y TREE DRIP (FOR EXISTING TREES): 60 LF TORO 7-PCB1510-12' GOILED Y CONCENTRICALLY AROUND EX15TINO TREE @ BASE. START COIL 12" F u_ CLEAR FROM TRUNK (2 0) $ WRAP @ 6" O.G. TO 3' CLEAR FROM TRUNK L4.5 blrrigation Method cirrigation Efficiency O � (60). GAP END. overhead spray 0.75 for spray head z or drip 0.81 for drip W to z 5TATION/VALVE NUMBER - LETTER INDICATES CONTROLLER O 0 STATION TYPE D(E) SHRUB DRIP - EXISTING PLANTINGS z STATION GPM D(N) SHRUB DRIP - NEW PLANTIN65 T TREE DRIP Average ETAF for Regular Landscape Areas must be HYDROZONE TYPE 0.55 or below for residential areas, and 0.45 or below for non-residential areas. O ETAF Calculations 0 dETWU(Annual Gallons Required)_ W Eto x 0.62 x ETAF x Area H where 0.62 is a conversion m factor that converts acre-inches per acre per year to gallons per 04/05/2022 O square foot per year. W Regular Landscape Areas Revisions: 02/03/2022 (n A Cn Total ETAF x Area 3343 z Q Total Area 12939 Date: 11/10/2021 a Lu Average ETAF 0.26 Scale: 1/10" = 1'-0" u_ All Landscape Areas 0 Total ETAF x Area 3344 Drawn By: O YZ Q Total Area 12940 0 Sitewide ETAF 0.26 m a. IRRIGATION LEGEND, O o NOTES, & WELO i= C) 0 W Sheet No. a w W L004m2 W I I I I I FF I I I Kikuchi + Kankel 0 0 0 L J �I Design Group Landscape Architecture ---- - � -- — - F -1 � - - 7 I Environmental Design L J Site Planning t — I 61 East Main Street, Suite C ® ® Los Gatos, CA 95030 (408) 356-5980 wvvw.l5lidesigngroup.com f I EX. OFFICE BUILDING III I �pNDSCAPF �v���•o �P NE R � I o. 9'G ® I— 8/31/2 Signature 31/. 3 Renewal Date S� VP 9T Dote �� F CF • �� �� . • LANDSCAPE ° I IMPROVEMENTS I II 0 • • • • • • • • I PACIFICA 0 : • . • OFFICE o 0 o CENTER 0 I i I ' L- I. 20480 PACIFICA DR. CUPERTINO, CA I I APN: 369-39-002 z I EX. OFFICE BUILDING I W W Y i Z Y I I U Y Y O T z W o I I z 0 Z W 0 I o 0 x ® o LLJ 0 m o 04/05/2022 a L Revisions: 02/03/2022 C z ft n J Date: 11/10/2021 a �'� Scale: co W 1/10" = T-0" x a O Drawn By: z O Z t= a U_ J m a PACIFICA DRIVE o PLANTING PLAN z O i= U D W Sheet No. a W NOTE : SEE SHEET L4.4 FOR LEGEND, NOTES, & PLANT KEY. L0043 Cn W le PLANT KEY TREE VINE SYMBOL aTY. CONTAINER SIZE BOTANICAL NAME (Common Name) WUCOL5 NATIVE? / 1 36"BOX OLEA EUROPAEA VL N (Common Olive) SHRUB5 Kikuchi + Kankel SYMBOL aTY. GONTAINER SIZE BOTANICAL NAME (common Name) MCOL5 NATIVE? ACACIA COGNATA 'COUSIN ITT' Design Group 56 5G (Little River Wattle) Landscape N Landscape Architecture � 5G AEONIUM GANARIENSE(Canary Island Aeonium) L N Environmental Design Site Planning AGAVE DESMETIANA 'VARIE&ATA' 2 5G (Variegated Smooth Agave) L N 61 East Main Street, Suite C ARGT05TAPHYLOS 'EMERALD CARPET' Los Gatos, CA 95030 144 1G (Carpet manzanita) L N (408) 356-5980 Oo 29 16 ARCTOTIS X HYBRIDA 'FLAME' L N www.l5lidesigngroup.com (African Daisy) NEW FOUNTAIN PER GALLISTEMON VIMINALIS 'LITTLE JOHN' 46 16 (Bottlebrush) L N �.PND ApF O EUONYMUS JAPONICA '6REEN5PIRE' gF.� opNER p • 12 56 (Greens ire Euon mus) L N • O 1 56 FICUS PUMILA L N (Creeping Fi ) Signature 3 16 KNIPHOFIA 'LUCKY LEMONS' L N Renewal Date I Q � (Red Hot Poker) s�, Dote 10 16 KNIPHOFIA 'POGO' L N \ (Red Hot Poker) • • LANTANA 'LUSCIOUS ROYALE PINA COLADA' O O 65 16 O (Luscious Royale Pina Colada Lantana) L N 00 ■ ° ■ 12 56 LEUCADENDRON 5AFARI 60LD5TRIKE L N LANDSCAPE O Q O O � �( INDICATES EXTENTS OF ROOF (Yellow Gonebush) IMPROVEMENTS Q O O OVERHANG ABOVE. LOMANDRA LON&IFOLIA 'LIME TUFF' 00 1 � 142 1G (Lime Tuff Mat Rush) L N O O O MAHONIA 'SOFT CARESS' Q J 2 1G (Soft Caress Mahonia) M N N / MYOPORUM PARVIFOLIUM PACIFICA F5 15 16 (creeping Myoporum) L N 0 ° ED OFFICE ■ ■ ■ 0 T.B.D. 156 NERIUM OLEANDER 'MRS ROEDIN6' L N CENTER (OLEANDER) 1 OF 4 EXISTING VINES TO REMAIN, TYP. PROTECT ® -7 56 PHORMIUM 'AMAZING RED' L N DURING CONSTRUCTION. (New Zealand Flax) _ 20480 PACIFICA DR. a 22 56 PHORMIUM 'PLATT'S BLACK' L N CUPERTINO, CA D EXISTING ESTABLISHED VINE TO (Platt's Black New Zealand Flax) BE PRUNED BACK AS REQUIRED APN: 369-39-002 O BY PAINTING. REMOVE EXISTING PHORMIUM 'YELLOW WAVE' z O NETTING, DEAD WOOD, ETC. AND (New Zealand Flax)1 56 L N vn PROVIDE NEW WIRE TRAINERS @ o EAVE FOR NEW GROWTH. SENECIO MANDRALISGAE Y11 16 (Blue Chalksticks) L N z NONE— I Y 0 16 1 G SESLERIA AUTUMNALIS M N + (Autumn Moor Grass) x U Y o A COURTYARD ENLARGED PLANTING PLAN z SCALE: 1/4" = 1'-0" PLANTING LEGEND w z 0 NEW BOX TREE PER PLANTING PLAN & PLANT KEYL) Ed A z 36" BOX TREE SHALL BE TRIPLE-STAKED. L4.5 w PLANTING NOTES NEW SHRUBS AND VINES PER PLAN a PLANT KEY, TYP. L4.5 H O _ NO GRADING 15 PROPOSED FOR THE SCOPE OF WORK INDICATED. ® EXISTING TREE TO REMAIN o WHEN PLANTING IN ESTABLISHED PLANTING AREAS, CONTRACTOR SHALL TAKE UTM05T CARE AS Uj NOT TO DAMAGE ANY EXISTING PLANTS OR TREES. m =O ALL NEW PLANTING AREAS SHALL RECEIVE A 2" LAYER (6.25 CY/1000 5F) OF ORGANIC 04/05/2022 a AMENDMENTS INCORPORATED INTO THE TOP 6" OF SOIL. NO TILLING SHALL OCCUR BENEATH Revisions: 1Q 02/03/2022 Cn EXISTING TREES. AREAS BENEATH EXISTING TREES SHALL RECEIVE TOP DRESSING. AREAS (n BENEATH EXI5TIN6 TREES SHALL HAVE PLANT PITS INDIVIDUALLY AMENDED. z � ALL GROUND COVER AND SHRUB PLANTING AREAS SHALL RECEIVE A 3" DEEP LAYER OF MULCH Date: 11/10/2021 w PER SPEGS. Scale: co x FINAL PLANT LOGATIONS SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO PLANT 1/10" = 1'-0" ~ PIT EXCAVATION. O Drawn By: z WHERE PLANT SPECIMENS ARE PAIRED TO FRAME SITE ELEMENTS 0e, ENTRY PLANTERS), PLANTS CK, YZ O a SHALL BE CHOSEN FOR MATCHED FORM AND SIZE. U m SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. PLANTING a PRIOR TO FINAL INSPECTION, THE FOLLOWING DOGUMENTS SHALL BE SUBMITTED TO THE O DIRECTOR OF COMMUNITY DEVELOPMENT: ENLARGEMENT, O � 1. CERTIFICATE OF COMPLETION AND CERTIFICATE OF INSTALLATION, THE FOLLOWING INSTALLATION LEGEND, & NOTES v OF LANDSCAPING MATERIALS AND IRRIGATION HARDWARE (APPENDIX C). 0 2. IRRIGATION SCHEDULE (SECTION 14.15.110). 3. LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE (SECTION 14.15.120). Sheet No. 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (SECTION 14.15.130). 5. LANDSCAPE MAINTENANCE AGREEMENT (SECTION 14.15.140). w L004A W le BRACE E AILIN& I I �\ I REDUCED PRESSURE BAGKFLOW DEVIGE: W MFG $ SIZE PER LEGEND \ / TREE PER PLAN� N TREE� PLAN VIEW ' REMOVE HANDLES AND STORE AT GONTROLLE \ �ONE- OR FIVE-GALLON SHRUB BRAGS: 1x4, (3) TOTAL. LODGEPOLE STAKE: (3) 2"CD x 10'-0" LONG. /� \ BALL SGREW TO STAKES BARK \ I TEMPORARY SOIL SAUCER VALVES GREEN STAIN, TREAT W/ COPPER NAPHANATE. MULCH/DECORATIVE MINIMUM EMBEDMENT 12" INTO SOLID SOIL. GRAVEL: 3" CLR. Kikuchi + Ka n ke l LOCATE PER PLAN, ABOVE. FROM TRUNK FINISH GRADE BRONZE UNIONS DRIP TUBE PER IRRIGATION PLAN WHEN OCCURS, Design Group FLAT RUBBER TIE OR CINCH TIE, 6 PER TREE 2" MINIMUM BURIAL BENEATH 501L: NUMBER OF ? EMITTERS PER SHRUB PER IRRIGATION PLAN ? BRASS RISERS, NIPPLES ELBOWS. WRAP FINISH W/10 MIL 'SGOTGHWRAP' OR EQUAL TEMPORARY 501L SAUCER _ _ GRADE N Landscape Architecture FINISH GRADE Environmental Design / 911=1 1=111=1 1=1 1=1 1=1 11= 11=1 11=1 11=1 11=1 11=1 I 1=1 11=1 I I- Site Planning 1 \\\ = ROOTBALL -1 I I MIMI III I I_I I_I =1 I- I_I I— // / \ 1 I I�I I I I_I I I_I 11=111 , 1=1�1=1III�II- i i_� �_ _i �_ ROOTBALL I- \/ /\ _ a _ 61 East Main Street, Suite C III=III-III „III=11 III- - \ \ BAGKFILL MIX PER SPECS a BAGKFILL MIX PER SPECS \/ /\/ I I I �t a I I = ° CONCRETE ANCHOR, 2" DEEP LAYER OF BARK / / 111II- - \\/� _— /�\ — I 1 Q SET IN PLACE Los Gatos, CA 95030 MULCH IN51DE TEMPORARY j_ = _ = FERTILIZER TABLETS PER SPECS -� 1\/ I 1—� I 1—� I 1—� 1 / — FERTILIZER TABLETS PER SPECS - - 1I i=1Ti— (408) 356-5980 501L 5AUCER / — — _ _ i_ -I 1=1 I I I I-i I I \ 11 111 11= =1 \ =1 11= =1T1=1 i 1 =1T1- 1=11�=11�= IT I; =III 1=1I1-"-� - EXISTING SOIL: MAINTAIN 501L SEAT 1/2 AS — I — MALE ADAPTER, PVG -" Ali- —1I --111 1 --111 1 _ � EXISTING SOIL: MAINTAIN 501L SEAT 1/2 -I �1= www.Widesi n rou com HIGH A5 DEPTH OF THE ROOTBALL I �. ��1 ��1 1 — — AS HIGH AS DEPTH OF THE ROOTBALL -IIII\IIII � - � 9 9 p• 2xCb )/ ROOTBALL 2x ROOTBALL CD MAINLINE, PVG �ODSCApF F.� NE R p q�C, A- 9 y�A o. 1' 9f —t AO 36" BOX TREE PLANTING DETAIL SCALE: 5/5" = 1'-O" O SHRUB PLANTING & IRRIGATION DETAIL SCALE: 1 1/2" = 1'-0" © BACKFLOW PREVENTER DETAIL SCALE: 1 1/2" = 1'-0" 8/31/23 Renewal Date Dote P T9TF OF CAL\F���\ GAP EXISTING TREE TRUNK PROVIDE 1 EXTRA CONTROL WIRE AT GAP @ MANIFOLD, U.O.N. LANDSCAPE PLASTIC VALVE BOX W/ LID PROVIDE 18" EXCESS COILED WIRE PER 5PEG5 INSIDE VALVE BOX. 5GOTGHLOG IMPROVEMENTS ELECTRIC SOLENOID VALVE (OR Ea.) ALL WIRE CONNECTIONS. SOLENOID VALVE, TYP. PER IRRIGATION PLAN FINISH GRADE MANIFOLD MAINLINE - 12" MIN. BURIAL PER PLAN TREE DRIP: 60 LF TORO 11=1 11=1 11=1 11=1 11=1 11=1 I I 11=1 11=1 11=1 11=1 11=1 11=1��_ PVG BALL VALVE - SIZE PER LINE 'T-PCB1810-12' Co1LED I I—III=III=III- PACIFICA _ _ _ CONCENTRICALLY PVG ADAPTER III—III—III= VALVE BOX SUPPORT: AROUND EXISTING TREE @ =III II=IIII IIII=III= (4) 4x8 BRICK, 1 PER TRANSITION FROM 18" TO 12" BASE. START COIL 12 ELLSIS " 5CH NIPPLES CORNER BURIAL W/450 FITTIN65 AS CLEAR FROM TRUNK (2'(:P) OFFICE REQUIRED $ WRAP @ 6" O.G. TO 3' III III - CLEAR FROM TRUNK (6'(P). IIII_II =�1=11 =� _�IIII�1 CENTER —I 11-III=11�-III=1��—I 1=III—III—I I' LATERAL LINE: 12" MIN. 20480 PACIFICA DR. a COVER; FITTIN65 AS REQUIRED CUPERTINO, CA O MAINLINE $ FITTINGS: SGH 40 GAP END5, TYPIGAL W 4" LAYER OF DRAINROGK AT a PVG; 15" MIN. COVER BOTTOM OF VALVE BOX APN: 369-39-002 z 0 w BUILT-IN DRIP EMITTER, TYP. w MAINLINE - 15" MIN. BURIAL Y z Y 2 U Y OD SOLENOID VALVE DETAIL SCALE: 1" = 1'-0" O VALVE MANIFOLD DETAIL SCALE: N.T.S. O TREE DRIP DETAIL SCALE: 3/4" = 1'-0" Y U- O z w z O U z w H H H O 2 H ❑ w H m 04/05/2022 O Revisions: 02/03/2022 Cn JDate: 11/10/2021 a w Scale: co LIJ AS NOTED w O Drawn By: z O Z t= a U_ J m D a. PLANTING & z IRRIGATION DETAILS z O i= U D a Sheet No. w Cn Cn L004m5 Id w