E - Plan Set — Cupertino City Council, January 18, 2022

BAY AREA SELF STORAGE
273.47'
10655
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021

PROJECT DATADIRECTORYSHEET INDEXVICINITY MAP
NORTH

BAY AREA SELF STORAGE
OWNERBASS CUPERTINO, LLC10121 MILLER AVE. #200CUPERTINO, CA 95014PH: (408) 255 4100FX: (408) 966 8425CONTACT: CURTIS LEIGHPH: (408) 350 5354EMAIL: [email protected] JORDAN ARCHITECT131 CALLE IGLESIA, SUITE 100SAN CLEMENTE, CA 92673PH:(949) 388-8090FX:(949) 388-8290CONTACT: BRUCE JORDAN CAROLINA PAZE-MAIL: [email protected] [email protected] CIVIL ENGINEERSANDIS636 9th STREETOAKLAND, CA 94607PH: (510) 873 8866CONTACT: RONALD SANZOEMAIL: [email protected] DESIGN GROUP3203 LIGHTNING ST. SUITE 201SANTA MARIA, CA 93455-1805PH:(805) 349 9695FX:(805) 928 4689CONTACT: KEVIN J. SMALLEMAIL:[email protected] ARCHITECTURALA.1 TITLE SHEETA.2 PRELIMINARY SITE PLANA.2.1 EXISTING BLDG. AREA DIAGRAMA.3 FIRE ACCESS A.4 PRELIM. FLOOR PLANA.5 PRELIM. FLOOR PLANA.6 PRELIM. FLOOR PLANA.7 PRELIM. FLOOR PLANA.8 PRELIM. FLOOR PLANA.9 ROOF PLANA.10 OFFICE FLOOR PLANA.11 RESIDENCE FLOOR PLANA.12 ELEVATIONSA.13 ELEVATIONSA.14 ELEVATIONSA.15 ELEVATIONSA.16 DETAILSCIVILC0.1 TOPO + SURVEY BOUNDARY SURVEY (FOR REFERENCE ONLY)C1.0 PRELIMINARY SITE + EASEMENT PLANC2.0 PRELIMINARY GRADING AND UTILITY PLANLANDSCAPECLP-01 CONCEPTUAL LANDSCAPE PLAN A, B, & CCLP-02 TREE REPLACEMENT PLAN 10655 MARY AVE.CUPERTINO, CA 95014
A.1N.T.S. TITLE SHEET
SITE
BASIS OF DESIGNREQUIREDPROVIDEDZONEP (BQ, MINI-STOR)STRUCTURE HEIGHT30 FT. ABOVENATURAL GRADE30 FT. ABOVENATURAL GRADEFLOOR AREA RATIO1.00.95 (166,845 S.F.)LOT COVERAGE (EXCLUDES LOADINGAREAS, RECESSED ENTRANCES ANDCOURTYARD)40% (70,065 S.F.)40% (70,278 S.F.)SETBACKS :FRONT40 FT.40 FT.SIDE5 FT.5 SF.REAR10 FT.0 FT. (EXISTINGBLDG. TO REMAIN)INTERIOR LANDSCAPING2,500 SF. MIN.20,542 SF.PARKING SPACESEXCEPTIONTO: CMC19.124.040(A)40 SPACESPARKING SIZE8.5' X 18' PER CMC19.124.040(J)STANDARD: 9' X 18'BICYCLE PARKING - CLASS 1EXCEPTION REQUEST1 BIKE / 12,000 SFCMC 19.124.040 (A)167,044 / 12,000 = 142 SPACES SITE DATALOT AREA175,735SQ. FT.4.03ACRESEXISTING BLDG. UNIT COUNT52 NEW BLDGS. UNIT COUNT1,074TOTAL STORAGE UNIT COUNT1,126PARKING PROVIDEDSTANDARDS OR LARGER34 VAN ACCESSIBLE2 CLEAN AIR/VANPOOL/EVC3 MANAGER SPACE1 RESIDENTIAL GARAGE1 TOTAL41 BUILDING AREA TABULATION ( Square Feet )BUILDINGSELFSTORAGEOFFICE &RESIDENCEGROSSAREABUILDING A119,7471st LEVEL38,8090 2nd LEVEL38,9690 3rd LEVEL41,9690 BUILDING B028,5681 st LEVEL14,2340 2nd LEVEL14,3340 BUILDING C5,012 OFFICE01,271MGR. RESIDENCE01,271GARAGE0279 COURTYARD0237 STORAGE1,9540 BUILDING D(Existing to Remain)13,51813,518TOTAL163,7873,058166,845 BIKE & VEHICLE PARKING EXCEPTION (SEE SHEET A.10)166,845 / 450 = 371 TOTAL VEHICLE PARKING SPACESALLOWED PARKING SPACES = 4141 SPACES / 371 SPACES = 9.0% OF TOTAL SPACES166,845 / 12,000 = 14 TOTAL BIKE PARKING SPACES14 X 9.9% = 2 TOTAL BIKE PARKING SPACESBUILDING CONSTRUCTION TYPE: IIBOCCUPANCY CLASSIFICATION: S-1.BUILDINGS ARE EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM INACCORDANCE WITH NFPA 13.

A.3.1 TRASH ACCESS PLANA.3.2 EASEMENT PLAN
CODETHIS PROJECT SHALL COMPLY WITH THE FOLLOWING:THE CALIFORNIA FIRE (CFC) & BUILDING (CBC) CODE, 2016EDITION, AS ADOPTED BY THE CITY OF CUPERTINO MUNICIPALCODE (CMC) AND CALIFORNIA CODE OF REGULATIONS (CCR).

NOTES:1. PER TABLE 2902.1, (1) SERVICE SINK IS REQUIRED.2. TOTAL FIXTURES PROVIDED: (1) WATER CLOSET AND (1) LAVATORY, (1) HIGH-LOW DRINKING FOUNTAIN, AND (1) SERVICE SINK. PER CBC SECTION 2902.2 EXCEPTION 2, SEPARATE FACILITIES FOR EACH SEX ARE NOT REQUIREDFOR SPACES WITH A TOTAL OCCUPANT LOAD OF 15 OR FEWER.3. PER CBC SECTION 2902.3 EXCEPTION 2, PUBLIC TOILETFACILITIES SHALL NOT BE REQUIRED FOR SPACES INTENDEDFOR QUICK TRANSACTIONS THAT ARE LESS OR EQUAL TO 300 S.F. SINCE EACH STORAGE UNIT IS BEING USED ONLYFOR PICK-UP AND DROP-OFF AND DOES NOT EXCEED 300 S.F., THE OCCUPANTS ASSOCIATED WITH THE STORAGEUNITS HAVE BEEN REMOVED FROM THE PLUMBING FIXTURECALCULATION.4. UNISEX TOILET AND DRINKING FOUNTAINS AT THE OFFICEAREA TO BE AVAILABLE TO ALL CUSTOMERS DURINGBUSINESS HOURS WITH NO SPECIAL ACCESS CODEREQUIRED.

A.1.1 COA - PUBLIC WORKS

1. THIS PROJECT WILL BE LEED CERTIFIED IN ACCORDANCE WITH CONSTRUCTION NOTES:WITH THE CITY OF CUPERTINO ORDINANCE.

A.1.3 BMP

2. EMPLOYEE SMOKING WILL NOT BE PERMITTED ON THE PROPERTY.3. A COMPLETED CONSTRUCTION AND DEMOLITION (C&D)RECYCLING PLANS MUST BE SUBMITTED IN ADVANCE OFTHE DEMOLITION AND/OR BUILDING PERMIT ISSUANCE.UPON COMPLETION OF THE DEMOLITION AND/ORBUILDING PROJECT AND PRIOR TO RECEIVING THEFINAL APPROVAL, A C&D RECYCLING REPORTINCLUDING ALL RECYCLING AND DISPOSAL WEIGHTTICKETS MUST BE SUBMITTED, DEMONSTRATING AMINIMUM OF 65% OF THE C&D MATERIALS HAVE BEENDIVERTED FROM LANDFILL AND RECYCLED ORRECOVERED. FURTHERMORE, PURSUANT TO CALGREENSECTION 5.408.3, 100% OF EXCAVATED SOIL AND LANDCLEARING DEBRIS SHALL BE REUSED OR RECYCLED.ANY CONTAMINATED SOIL MUST BE CONTAINED,TRANSPORTED, AND DISPOSED ACCORDING TO ALLAPPLICABLE LOCAL, STATE AND FEDERAL LAWS. IFMULTIPLE DEMOLITION OR BUILDING PERMITS WILL BEISSUED IN PHASES FOR THIS PROJECT, C&D PLANS ANDREPORTS MUST BE SUBMITTED FOR EACH PERMIT. ALLC&D PLANS AND REPORTS MUST BE SUBMITTED TO ANDAPPROVED BY THE ENVIRONMENTAL PROGRAMSDIVISION PRIOR TO RELEASE OF HOLDS ON THE FINALINSPECTION AND/OR OCCUPANCY. PLEASE NOTE THATC&D DEBRIS BOX SERVICE MAY ONLY BE OBTAINEDFROM RECOLOGY, THE CITY'S FRANCHISED WASTEHAULER.

A.1.2 COA - ENVIRONMENTAL PROG. DIV.

CLP-03 PLANT IMAGERY & AREA MAPC3.0 PRELIMINARY STORMWATER MANAGEMENT PLANGENERAL NOTES:1.ALL UTILITY DISTRIBUTION INSTALLED IN AND FOR THEPURPOSE OF SUPPLYING SERVICE TO ANY DEVELOPMENTAREA WITHIN THE CITY, SHALL BE PLACED UNDERGROUND;CMC SECTION 14.24.030.2.DEFERRED PERMIT:- SIGNAGE- SPRINKLER SYSTEM.- ALARM SYSTEM.PLUMBING FIXTURE CALCULATIONOCCUPANT LOAD PER CPC 422.1, TABLE AGROUP S: 163,787 / 5000 = 33 OCCUPANTS (17 MEN, 17 WOMEN)GROUP B: 1,271 S.F. / 200 = 7 OCCUPANTS (4 MEN, 4 WOMEN)FIXTURE CALCULATION PER TABLE 422.1: CALCULATION FOR MENWATER CLOSETS (WC)GROUP S: 17 OCCUPANTS AT RATIO OF 1:100GROUP B: 4 OCCUPANTS AT RATIO OF 1:50URINALS (UR)GROUP B: 4 OCCUPANTS AT RATIO OF 1:100FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO:GROUP S: 17 / 100 = 0.17GROUP B: 4 / 50 = 0.08 (WC), AND 4 / 100 = 0.04 (UR)REQUIRED FIXTURE CALCULATION: 0.17 + 0.08 + 0.04 = 0.29 OR 1 WCFIXTURES PROVIDED: 1 WCLAVATORIES (LAV)GROUP S: 17 OCCUPANTS AT RATIO OF 1:200GROUP B: 4 OCCUPANTS AT RATIO OF 1:75FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO:GROUP S: 17 / 200 = 0.09GROUP B: 4 / 75 = 0.05REQUIRED FIXTURE CALCULATION: 0.09 + 0.05 = 0.14 OR 1 LAVFIXTURES PROVIDED: 1 LAV CALCULATION FOR WOMENWATER CLOSETS (WC)GROUP S: 17 OCCUPANTS AT RATIO OF 1:100GROUP B: 4 OCCUPANTS AT RATIO OF 1:15FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO:GROUP S: 17 / 100 = 0.17GROUP B: 4 / 15 = 0.27REQUIRED FIXTURE CALCULATION: 0.17 + 0.27 = 0.44 OR 1 WATERCLOSETFIXTURES PROVIDED: 1 WATER CLOSETLAVATORIES (LAV)GROUP S: 17 OCCUPANTS AT RATIO OF 1:200GROUP B: 4 OCCUPANTS AT RATIO OF 1:50FRACTIONAL NUMBERS RESULTING FROM FIXTURE RATIO:GROUP S: 17 / 200 = 0.09GROUP B: 4 / 50 = 0.08REQUIRED FIXTURE CALCULATION: 0.09 + 0.08 = 0.17 OR 1 LAVFIXTURES PROVIDED: 1 LAV C2.1 PRELIMINARY SITE AND GRADING ENLARGEMENT PLAN A.1.1N.T.S. COA - PUBLIC WORKS
PUBLIC WORKS PROJECT CONDITIONS OF APPROVAL. EXCEPT FOR OTHERWISE NOTED, THE FOLLOWING CONDITIONS MUST BE COMPLETED AND/OR SUBMITTED PRIOR TO ISSUANCE OF BUILDING PERMIT.PUBLIC INFRASTRUCTURE IMPROVEMENTS & DEDICATIONSDEVELOPER SHALL OFFER A 20-FOOT WIDE EASEMENT TO THE CITY FOR A FUTURE MULTI-USE TRAIL FACILITY ALONG THE EASTSIDE OF THE PROPERTY, AN INGRESS AND EGRESS EASEMENT FOR TRAIL MAINTENANCE ACCESS, AND A CONSTRUCTION ACCESS EASEMENT. THE DEDICATION SHALL BE PROCESS AT THE SAME TIME AS THE EASEMENT VACATION, IF ANY.DEVELOPER SHALL INSTALL THE MULTI-USE TRAIL FACILITY, INSTALL AND MAINTAIN THE BRIDGE OVER THE PROPOSED INFILTRATION TRENCH, NEW WROUGHT IRON FENCE AND GATE FOR ACCESS BETWEEN THE FUTURE EASEMENT AND THE STORAGE FACILITY IN AREAS NOT LINED BY BUILDING TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS, AND OTHER PUBLIC IMPROVEMENTS AND CONTRIBUTIONS AS AGREED UPON BY THE DEVELOPER AND DIRECTOR OF PUBLIC WORKS.STREAMSIDE PERMITTHE PROJECT MAY BE SUBJECT TO APPLYING FOR A STREAMSIDE MODIFICATION PERMIT DUE TO ITS PROXIMITY TO THE JUNIPERO SERRA CHANNEL. THE PURPOSE OF THIS PERMIT IS TO ENSURE THAT THE PROJECT DOES NOT ADVERSELY IMPACT THE ADJACENT CHANNEL.STREET IMPROVEMENTS & DEDICATIONSPROVIDE FRONTAGE IMPROVEMENTS ALONG THE PROJECT TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. STREET IMPROVEMENTS MAY INCLUDE, BUT NOT BE LIMITED TO, NEW DETACHED SIDEWALK, NEW ADA RAMP, DRIVEWAYS, STORM DRAIN LATERAL, STREET TREE INSTALLATIONS, AND STREET LIGHT AND/OR PEDESTRIAN PUSH BUTTON RELOCATION. ALL LAND CONTAINING PORTIONS OF PUBLIC SIDEWALK SHALL BE DEDICATED IN FEE TO THE CITY.STREET WIDENINGPUBLIC STREET WIDENING AND DEDICATIONS SHALL BE PROVIDED IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS AND AS REQUIRED BY THE DIRECTOR OF PUBLIC WORKS.CURB AND GUTTER IMPROVEMENTSCURBS AND GUTTERS, SIDEWALKS AND RELATED STRUCTURES SHALL BE INSTALLED IN ACCORDANCE WITH GRADES AND STANDARDS AS SPECIFIED BY THE DIRECTOR OF PUBLIC WORKS.PEDESTRIAN AND BICYCLE IMPROVEMENTSDEVELOPER SHALL PROVIDE PEDESTRIAN AND BICYCLE RELATED IMPROVEMENTS (E.G. WALKWAYS, BICYCLE RACKS, ETC.) CONSISTENT WITH THE CUPERTINO BICYCLE TRANSPORTATION PLAN AND THE PEDESTRIAN TRANSPORTATION PLAN, AND AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS.STREET LIGHTING INSTALLATIONSTREET LIGHTING SHALL BE INSTALLED AND SHALL BE AS APPROVED BY THE DIRECTOR OF PUBLIC WORKS. LIGHTING FIXTURES SHALL BE POSITIONED SO AS TO PRECLUDE GLARE AND OTHER FORMS OF VISUAL INTERFERENCE TO ADJOINING PROPERTIES, AND SHALL BE NO HIGHER THAN THE MAXIMUM HEIGHT PERMITTED BY THE ZONE IN WHICH THE SITE IS LOCATED.GRADINGGRADING SHALL BE AS APPROVED AND REQUIRED BY THE DIRECTOR OF PUBLIC WORKS IN ACCORDANCE WITH CHAPTER 16.08 OF THE CUPERTINO MUNICIPAL CODE. 401 CERTIFICATIONS AND 404 PERMITS MAYBE REQUIRED. PLEASE CONTACT ARMY CORP OF ENGINEERS AND/OR REGIONAL WATER QUALITY CONTROL BOARD AS APPROPRIATE.DRAINAGEDRAINAGE SHALL BE PROVIDED TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. HYDROLOGY AND PRE- AND POST-DEVELOPMENT HYDRAULIC CALCULATIONS MUST BE PROVIDED TO INDICATE WHETHER ADDITIONAL STORM WATER CONTROL MEASURES ARE TO BE CONSTRUCTED OR RENOVATED. THE STORM DRAIN SYSTEM MAY INCLUDE, BUT IS NOT LIMITED TO, SUBSURFACE STORAGE OF PEAK STORMWATER FLOWS (AS NEEDED), BIORETENTION BASINS, VEGETATED SWALES, AND HYDRODYNAMIC SEPARATORS TO REDUCE THE AMOUNT OF RUNOFF FROM THE SITE AND IMPROVE WATER QUALITY. THE STORM DRAIN SYSTEM SHALL BE DESIGNED TO DETAIN WATER ON-SITE (E.G., VIA BURIED PIPES, RETENTION SYSTEMS OR OTHER APPROVED SYSTEMS AND IMPROVEMENTS) AS NECESSARY TO AVOID AN INCREASE OF THE TEN PERCENT FLOOD WATER SURFACE ELEVATION TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS. ANY STORM WATER OVERFLOWS OR SURFACE SHEETING SHOULD BE DIRECTED AWAY FROM NEIGHBORING PRIVATE PROPERTIES AND TO THE PUBLIC RIGHT OF WAY AS MUCH AS REASONABLY POSSIBLE.ALL STORM DRAIN INLETS SHALL BE CLEARLY MARKED WITH THE WORDS “NO DUMPING - FLOWS TO CREEK” USING PERMANENTLY AFFIXED METAL MEDALLIONS OR EQUIVALENT, AS APPROVED BY THE ENVIRONMENTAL PROGRAMS DIVISION.C.3 REQUIREMENTSC.3 REGULATED IMPROVEMENTS ARE REQUIRED FOR ALL PROJECTS CREATING AND/OR REPLACING 10,000S.F.OR MORE OF IMPERVIOUS SURFACE (COLLECTIVELY OVER THE ENTIRE PROJECT SITE). THE DEVELOPER SHALL RESERVE A MINIMUM OF 4% OF DEVELOPABLE SURFACE AREA FOR THE PLACEMENT OF LOW IMPACT DEVELOPMENT MEASURES, FOR STORM WATER TREATMENT, UNLESS AN ALTERNATIVE STORM WATER TREATMENT PLAN, THAT SATISFIES C.3 REQUIREMENTS, IS APPROVED BY THE DIRECTOR OF PUBLIC WORKS.THE DEVELOPER MUST INCLUDE THE USE AND MAINTENANCE OF SITE DESIGN, SOURCE CONTROL AND STORM WATER TREATMENT BEST MANAGEMENT PRACTICES (BMPS), WHICH MUST BE DESIGNED PER APPROVED NUMERIC SIZING CRITERIA. A STORM WATER MANAGEMENT PLAN, STORM WATER FACILITIES EASEMENT AGREEMENT, STORM WATER FACILITIES OPERATION AND MAINTENANCE AGREEMENT, AND CERTIFICATION OF ONGOING OPERATION AND MAINTENANCE OF TREATMENT BMPS ARE EACH REQUIRED.ALL STORM WATER MANAGEMENT PLANS ARE REQUIRED TO OBTAIN CERTIFICATION FROM A CITY APPROVED THIRD PARTY REVIEWER.DEVELOPMENT AGREEMENTTHE PROJECT DEVELOPER SHALL ENTER INTO A DEVELOPMENT AGREEMENT WITH THE CITY OF CUPERTINO PROVIDING FOR PAYMENT OF FEES, INCLUDING BUT NOT LIMITED TO CHECKING AND INSPECTION FEES, STORM DRAIN FEES, PARK DEDICATION FEES AND FEES FOR UNDER GROUNDING OF UTILITIES. SAID AGREEMENT SHALL BE EXECUTED PRIOR TO ISSUANCE OF CONSTRUCTION PERMITS.FEES:a.PLAN CHECK & INSPECTION FEES:PER CURRENT FEE SCHEDULE ($7,389 OR 6% OFIMPROVEMENT COSTS)b.GRADING PERMIT:PER CURRENT FEE SCHEDULE ($3,059 OR 6% OF IMPROVEMENT COSTS)c.STORM DRAINAGE FEE:PER CURRENT FEE SCHEDULE ($9,566 PER AC)d.TRAFFIC IMPACT FEE:PER CURRENT FEE SCHEDULE ($6,298 PER NEW PEAK-HOUR TRIP)e.ENCROACHMENT PERMIT FEE:PER CURRENT FEE SCHEDULE ($1,307)f.STORM MANAGEMENT PLAN FEEPER CURRENT FEE SCHEDULE ($1,396)g.STREAMSIDE PERMIT FEE:PER CURRENT FEE SCHEDULE ($362)h.EASEMENT VACATION FEE:PER CURRENT FEE SCHEDULE ($3,522 PER APPLICATION)BONDS:FAITHFUL PERFORMANCE BOND: 100% OF OFF-SITE AND ON-SITE IMPROVEMENTS LABOR & MATERIAL BOND: 100% OF OFF-SITE AND ON-SITE IMPROVEMENTON-SITE GRADING BOND: 100% OF SITE IMPROVEMENTS THE FEES DESCRIBED ABOVE ARE IMPOSED BASED UPON THE CURRENT FEE SCHEDULE ADOPTED BY THE CITY COUNCIL. HOWEVER, THE FEES IMPOSED HEREIN MAY BE MODIFIED AT THE TIME OF RECORDATION OF A FINAL MAP OR ISSUANCE OF A BUILDING PERMIT IN THE EVENT OF SAID CHANGE OR CHANGES, THE FEES CHANGED AT THAT TIME WILL REFLECT THE THEN CURRENT FEE SCHEDULE. TRANSPORTATION IMPACT FEES THE PROJECT IS SUBJECT TO THE PAYMENT OF TRAFFIC IMPACT FEES UNDER CITY'S TRANSPORTATION IMPACT FEE PROGRAM UNDER (CHAPTER 14.02 OF THE CUPERTINO MUNICIPAL CODE). SURVEYS A BOUNDARY SURVEY AND A HORIZONTAL CONTROL PLAN WILL BE REQUIRED FOR ALL NEW CONSTRUCTION TO ENSURE THE PROPOSED BUILDING WILL BE SET BASED ON THE BOUNDARY SURVEY AND SETBACK REQUIREMENTS.TRASH, RECYCLING AND COMPOST ENCLOSURESTRASH ENCLOSURE PLANS MUST BE DESIGNED IN ACCORDANCE WITH THE CITY'S “PUBLIC WORKS GUIDELINES POSTED AT WWW.CUPERTINO.ORG/NOWASTE, AND TO THE SATISFACTION OF THE ENVIRONMENTAL PROGRAMS MANAGER. CLEARANCE BY THE PUBLIC WORKS DEPARTMENT IS REQUIRED PRIOR TO OBTAINING A BUILDING PERMIT. (CMC 9.18.210 H & K)OPERATIONS & MAINTENANCE AGREEMENTDEVELOPER SHALL ENTER INTO AN OPERATIONS & MAINTENANCE AGREEMENT WITH THE CITY. THE AGREEMENT SHALL INCLUDE THE OPERATION AND MAINTENANCE FOR THE PROPOSED BRIDGE OVER THE PROPOSED INFILTRATION TRENCH, RETAINING WALLS, AND ANY NON-STANDARD APPURTENANCES IN THE PUBLIC RIGHT-OF-WAY THAT MAY INCLUDE, BUT IS NOT LIMITED TO, SIDEWALK, PAVERS, AND STREET LIGHTS.UNDERGROUND UTILITIESDEVELOPER SHALL COMPLY WITH THE REQUIREMENTS OF THE UNDERGROUND UTILITIES ORDINANCE NO.331 AND OTHER RELATED ORDINANCES AND REGULATIONS OF THE CITY OF CUPERTINO, AND SHALL COORDINATE WITH AFFECTED UTILITY PROVIDERS FOR INSTALLATION OF UNDERGROUND UTILITY DEVICES. DEVELOPER SHALL SUBMIT DETAILED PLANS SHOWING UTILITY UNDERGROUND PROVISIONS. SAID PLANS SHALL BE SUBJECT TO PRIOR APPROVAL OF THE AFFECTED UTILITY PROVIDER AND THE DIRECTOR OF PUBLIC WORKS. TRANSFORMERSELECTRICAL TRANSFORMERS, TELEPHONE CABINETS AND SIMILAR EQUIPMENT SHALL BE PLACED IN UNDERGROUND VAULTS. THE DEVELOPER MUST RECEIVE WRITTEN APPROVAL FROM BOTH THE PUBLIC WORKS DEPARTMENT AND THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO INSTALLATION OF ANY ABOVE GROUND EQUIPMENT. SHOULD ABOVE GROUND EQUIPMENT BE PERMITTED BY THE CITY, EQUIPMENT AND ENCLOSURES SHALL BE SCREENED WITH FENCING AND LANDSCAPING SUCH THAT SAID EQUIPMENT IS NOT VISIBLE FROM PUBLIC STREET AREAS, AS DETERMINED BY THE COMMUNITY DEVELOPMENT DEPARTMENT. TRANSFORMERS SHALL NOT BE LOCATED IN THE FRONT OR SIDE BUILDING SETBACK AREA.WATER BACKFLOW PREVENTERSDOMESTIC AND FIRE WATER BACK FLOW PREVENTERS AND SIMILAR ABOVE GROUND EQUIPMENT SHALL BE PLACED AWAY FROM THE PUBLIC RIGHT OF WAY AND SITE DRIVEWAYS TO A LOCATION APPROVED BY THE CUPERTINO PLANNING DEPARTMENT, SANTA CLARA COUNTY FIRE DEPARTMENT AND THE WATER COMPANY.

BEST MANAGEMENT PRACTICESUTILIZE BEST MANAGEMENT PRACTICES (BMPS), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR CONSTRUCTION ACTIVITY, WHICH DISTURBS SOIL. BMP PLANS SHALL BE INCLUDED IN GRADING AND STREET IMPROVEMENT PLANS.NPDES CONSTRUCTION GENERAL PERMITWHEN AND WHERE IT IS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD (SWRCB), THE DEVELOPER MUST OBTAIN A NOTICE OF INTENT (NOI) FROM THE SWRCB, WHICH ENCOMPASSES PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), USE OF CONSTRUCTION BEST MANAGEMENT PRACTICES (BMPS) TO CONTROL STORM WATER RUNOFF QUALITY, AND BMP INSPECTION AND MAINTENANCE.EROSION CONTROL PLANDEVELOPER MUST PROVIDE AN APPROVED EROSION CONTROL PLAN BY A REGISTERED CIVIL ENGINEER. THIS PLAN SHOULD INCLUDE ALL EROSION CONTROL 3MEASURES USED TO RETAIN MATERIALS ON SITE. EROSION CONTROL NOTES SHALL BE STATED ON THE PLANS.WORK SCHEDULEEVERY 6 MONTHS, THE DEVELOPER SHALL SUBMIT A WORK SCHEDULE TO THE CITY TO SHOW THE TIMETABLE FOR ALL GRADING/EROSION CONTROL WORK IN CONJUNCTION WITH THIS PROJECT.TRAFFIC CONTROL PLANTHE DEVELOPER MUST SUBMIT A TRAFFIC CONTROL PLAN BY A REGISTERED TRAFFIC ENGINEER TO BE APPROVED BY THE CITY. THE PLAN SHALL INCLUDE A TEMPORARY TRAFFIC CONTROL PLAN FOR WORK IN THE RIGHT OF WAY AS WELL AS A ROUTING PLAN FOR ALL VEHICLES USED DURING CONSTRUCTION. ALL TRAFFIC CONTROL SIGNS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO COMMENCEMENT OF WORK. THE CITY HAS ADOPTED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS FOR ALL SIGNAGE AND STRIPING WORK THROUGHOUT THE CITY.STREET TREESSTREET TREES SHALL BE PLANTED WITHIN THE PUBLIC RIGHT OF WAY TO THE SATISFACTION OF THE DIRECTOR OF PUBLIC WORKS AND SHALL BE OF A TYPE APPROVED BY THE CITY IN ACCORDANCE WITH ORDINANCE NO. 125.FIRE PROTECTIONFIRE SPRINKLERS SHALL BE INSTALLED IN ANY NEW CONSTRUCTION TO THE APPROVAL OF THE CITY.SANTA CLARA COUNTY FIRE DEPARTMENTA LETTER OF CLEARANCE FOR THE PROJECT SHALL BE OBTAINED FROM THE SANTA CLARA COUNTY FIRE DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS. CLEARANCE SHOULD INCLUDE WRITTEN APPROVAL OF THE LOCATION OF ANY PROPOSED FIRE BACKFLOW PREVENTERS, FIRE DEPARTMENT CONNECTIONS AND FIRE HYDRANTS (TYPICALLY BACKFLOW PREVENTERS SHOULD BE LOCATED ON PRIVATE PROPERTY ADJACENT TO THE PUBLIC RIGHT OF WAY, AND FIRE DEPARTMENT CONNECTIONS MUST BE LOCATED WITHIN 100' OF A FIRE HYDRANT).FIRE HYDRANTFIRE HYDRANTS SHALL BE LOCATED AS REQUIRED BY THE CITY AND SANTA CLARA COUNTY FIRE DEPARTMENT AS NEEDED.SAN JOSE WATER COMPANY CLEARANCEPROVIDE SAN JOSE WATER COMPANY APPROVAL FOR WATER CONNECTION, SERVICE CAPABILITY AND LOCATION AND LAYOUT OF WATER LINES AND BACKFLOW PREVENTERS BEFORE ISSUANCE OF A BUILDING PERMIT APPROVAL.DEDICATION OF UNDERGROUND WATER RIGHTSDEVELOPER SHALL “QUIT CLAIM” TO THE CITY ALL RIGHTS TO PUMP, TAKE OR OTHERWISE EXTRACT WATER FROM THE UNDERGROUND BASIN OR ANY UNDERGROUND STRATA IN THE SANTA CLARA VALLEY.SANITARY DISTRICTA LETTER OF CLEARANCE FOR THE PROJECT SHALL BE OBTAINED FROM THE CUPERTINO SANITARY DISTRICT PRIOR TO ISSUANCE OF BUILDING PERMITS.UTILITY EASEMENTSCLEARANCE APPROVALS FROM THE AGENCIES WITH EASEMENTS ON THE PROPERTY (INCLUDING PG&E, AT&T, AND SANTA CLARA VALLEY WATER DISTRICT, AND/OR EQUIVALENT AGENCIES) WILL BE REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMITS.

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021A.1.2N.T.S. COA - ENVIRONMENTAL PROG. DIV

LANDS OF CITY OF CUPERTINO(B750 O.R. 350)(PUBLIC ROADWAY)

METEOR DRIVEMARY AVENUE
10'-0"SETBACK
HYD
HIGHWAY 280(JUNIPERO SERRAFREEWAY)EXISTING BUILDING 'D' TO BEIMPROVED BUILDING B2-STORY - TYPE IIB
BUILDING A3-STORY - TYPE IIB
±15'
18'-6"
BLD. C - 1-STORY - TYPE IIBOFFICE/RESI

VAN ACCESSIBLEPARKINGNOPARKINGVAN ACCESSIBLEPARKING
9'-0"
10'-0"SETBACK
40'-0"SETBACK
10'-0"SETBACK
5'-0"SETBACK40'-0"SETBACK
5'-0"SETBACK
160'
25'
61'-0"25'
±158'
X
X
X
X
X
X
X
X
X
X
X
X

MANAGERONLY
22'-0"TYP.
9'-0"
44'-4"
55'-5"
X
X
X
X
X
X X X
40'-0" SETBACK
46'-5"
13'-1"13'-6"4'-8"
HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKING
6'-0"
8'-0"
9'-0"18'-0"
±79'-0"
5 1
41 67
234EXITENTRY

CLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY
LANDS OFCITY OFCUPERTINOPARCEL B(362 M 46)

LANDS OF CITY OF CUPERTINO
232425262728
12 131415
16171819202122
3736
LANDS OF S.C.V.W.D.
111098
35 293031323334
384039
30 5
1 21
14 24
29 30
1 26
3 21
1 1
21 16
37 4
21 2
2 40
22 14
27 3232 3944
30 38
34 347 19
15 23
26 48
1228
35 2
25 42
42 47
47 8
37 10
14 18
18 21
26 27
28 29
36 6
43 44
44 43 3145 46
24 42'-0"DRIVEWAY
5'-0"SETBACK
40'-0" ACCESS EASEMENT210'
379'-4"
25'
20'-0"CLR.20'-0"CLR.
26'-0"DRIVEWAY
2'-0"
28'-0"DRIVEWAY
28'-0"DRIVEWAY
9'-0"18'-0"5'-0"SETBACK
25' 70'
260'
7'-0"
3'-0"60'±145'
10'10'100'
34'-8"36'-8"4'-8"18'10'24'3'50'8'15'148'-8"
153'-177128"
7'-0" 16'-0"
18'-0"7'-0"9'-0"9'-0"2'-0"9'-0"10'-0"
17'-0"3'-6"12'-0"18'-0"
10'-0"18'-0"9'-0"
28'-0"DRIVEWAY
4'-0"
4114'-0"19
409
34 44
43 13'11'-4" 34'26'
15'16'25'
34 7'-0"
19'-0"
4333
3343
33 20
424311
25 46
434634101017
4046
46 46
344915
15 434517
33 40
9'-0"TYP.22'-0"55° MAX.
5050
14'-0"ONE WAYDRIVEWAY22'-0"± 34'-0"12'-0"TYP.
12'X20' R.V. PARKING SPACES
12'X20' R.V. PARKING SPACES
20' WIDE FIRE ACCESS LANE
20' WIDE FIRE ACCESS LANE
20' WIDE FIRE ACCESS LANE
VAN ACCESSIBLEPARKING±145'

CARTSEQUIPMENTROOM
STAIR # 2
CARTS
CARTS
UP
UPSTAIR # 1
ELEV. # 1
CARTSELEV. # 2 EQUIPMENTROOM

TRASHENCLOSURE
FIRERISER25'
CARTS
STAIR # 3
ELEV. # 1 EQUIP.

CARTS F.R.CARTS

UP UPCARTS RESTROOMTRASHENCLOSURE

COURTYARD
GARAGE
LOBBY

HOSPITALITYMANAGEROFFICE

STORAGE

DISPLAY UNITS

UPUNISEXRESTROOMFIRE RISERROOM

CUSTOMERSERVICE

SERVER ROOMUNISEXRESTROOM

RETAILAREA COFFEE

JANITOR
ELECT.ROOMMANAGER'SGARAGECOURTYARD

TRASHENCLOSURE
A.21"=30'PRELIMINARY SITE PLANTHIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE:BAY AREA SELF STORAGECUPERTINO, CA17-606 08/30/2021 NORTH
KEY NOTESPROPERTY LINE.1
8791011
65 243
12 6'-0" HEIGHT PROPOSED FENCE, SEE DETAIL 3/A.16.PEDESTRIAN ACCESS.OFFICE ENTRANCE.

ELECTRICAL AND COMMUNICATION ROOM.MANAGEMENT AND RESIDENCE TRASH ENCLOSURE - SEE SHEET A.3.1.FIRE RISER ROOM.

INFILTRATION AREA. SEE CIVIL.

EXISTING MONUMENT SIGN TO REMAIN.

MANAGER RESIDENCE ACCESS.

MANAGER RESIDENCE GARAGE.

ELEVATOR LOCATION.MANAGER RESIDENCE COURTYARD.PG&E HIGH VOLTAGE LINE EASEMENT.

CLASS 1 - (2X) BIKE LOCKERS: LOCKER SIZE AT 40 1/2"W X 50 1/2"H X 78"LSEE SHEET A.10SLIDING GATE. 3RD FLOOR ABOVE LOADING AREA.LANDSCAPE AREA.VAN ACCESSIBLE PARKING. TYP.FUTURE EV CHARGING STATION, PROVIDE PARKING SIGN INDICATING SPACE ISFOR "EMPLOYEE USE ONLY".EXISTING 6 FOOT HIGH CMU BLOCK WALL (CALTRANS PROPERTY)EXISTING BUILDING TO BE IMPROVED. PROVIDE NEW METAL ROOF, GUTTER &DOWNSPOUTS, NEW FIRE SPRINKLER SYSTEM. REPLACE ROLL UP DOORS ANDEXTERIOR FINISHES TO MATCH NEW STRUCTURE.EXISTING PG&E POWER TOWER.EXISTING CELL TOWER.SIX-INCH WIDE FLAT CONTINUOUS CURB.VALLEY GUTTER. SEE CIVIL.EXISTING PG&E OVERHEAD POWER LINES.PROPOSED RELOCATION OF INGRESS/EGRESS EASEMENT.2HR FIRE RATED WALL.EXISTING LIGHT POLE TO REMAIN.TRANSFORMER PAD.ENHANCED CONCRETE @ ENTRANCE.6" Ø STEEL BOLLARD.ACCESSIBLE PATH OF TRAVEL.EXISTING 20 FEET EASEMENT TO BE ABANDONED/RELOCATED. SEE CIVIL.PROPOSED 20 FEET GATE ACCESS FOR TRAIL MAINTENANCE.SETBACK LINE.RETENTION BASIN. SEE CIVIL.F.D.C.WASTE TRIO (RECYCLING, COMPOST, AND TRASH) ON CONCRETE PAD."URBAN RENAISSANCE, 36 GAL. MODEL SLURB-36TO, 38.6"HX26.6"D, DARKGREY METALLIC COLOR.SIX-INCH RAISED CONCRETE CURB.DETECTABLE WARNING. 13141516171819202122232425262728293031323334353637383940414243NEW FIRE HYDRANT.44PRELIMINARY COLUMN LOCATION.45STAIR LOCATION.46WHEELSTOP.47SHORT TERM BICYCLE RACK.48 INTERIOR TRASH ENCLOSURE FOR ABANDONED ITEMS PICK-UP.

RESTROOM LOCATION.49STOP SIGN ON THE EASTBOUND & NORTHBOUND APPROACHES TOTHE INTERNAL INTERSECTION.50

XXXXX XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
X
XX XX
XXXX

XXXXXXXXXXX X XXXXXXXXXXXXXXXX XX

XXXXXXXXXXXX
X
XXX
XX
X
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHOHOH
(E) BUILDING AREA = 9,024 S.F.#4
(E) BUILDING AREA = 10,012 S.F.#5(E) BUILDING AREA = 11,684 S.F.#7 (E) BUILDING AREA =4,319 S.F.#3(E) BUILDING AREA = 5,215 S.F. #2(E) BUILDING AREA = 5,257 S.F.#6 EXISTING BUILDING 'D' TO BE IMPROVED =13,510 S.F.
(E) BUILDINGAREA = 525 S.F.#1
1 1
23 1
4 A2.11"=30' EXISTING BDLG. AREA DIAGRAM

KEYNOTES
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 123
NORTH
(E) BUILDING S.F. AREA 1AREA 3AREA 4 525 S.F.9,024 S.F.AREA 510,012 S.F.

NEW AREA
11,684 S.F.AREA 65,257 S.F.

AREA 2 5,215 S.F. 4,319 S.F.

BUILDING D 13,510 S.F.AREA 7TOTAL GROSS AREA:59,546 S.F.

DELTA OF NEWAND EXISTING
171,922 S.F.112,376 S.F.
(E) BUILDING AREA TABULATION

PROPERTY LINEFENCEEXISTING MONUMENT SIGN
LANDS OF CITY OF CUPERTINO(B750 O.R. 350)(PUBLIC ROADWAY)

METEOR DRIVEMARY AVENUE
10'-0"SETBACK
HYD
HIGHWAY 280(JUNIPERO SERRAFREEWAY)EXISTING BUILDING 'D' TO BEIMPROVED±387'-0" FIRE HYDRANTSEPARATION ±397'-0" FIRE HYDRANTSEPARATION
BUILDING B2-STORY - TYPE IIB
BUILDING A3-STORY - TYPE IIB
±15'
18'-6"
BLD. C - 1-STORY - TYPE IIBOFFICE/RESI

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKING
9'-0"
10'-0"SETBACK
40'-0"SETBACK
10'-0"SETBACK
5'-0"SETBACK
40'-0"SETBACK
5'-0"SETBACK
160'
25'61'-0"
25'
±158'

X X X X X X X X X X X X
R=42'R=22'
R=42'R=22'R=42'R=22' ±370'-0" FIRE HYDRANTSEPARATION

MANAGERONLY
22'-0"9'-0"
44'-4" 55'-5"
XXXXX
XXX
Pumper Fire Truck
40'-0" SETBACK
46'-5"
13'-1"13'-6"4'-8"
HYD
R3'-0"
HYD
HYD
±88'-0" FIRE HYDRANTSEPARATION

EVCEMPLOYEE ONLYNOPARKING
6'-0"8'-0"9'-0"18'-0"
±79'-0"
5 1
41 67
234EXITENTRY
R15'-0"NO PARKING
R15'-0"NO PARKINGR3'-0"CLR.

R15'-0"NO PARKINGR15'-0"NO PARKINGR3'-0"CLR. R3'-0"CLR. 1 1
1 1
1 2
3 4
5 5 67
8 8
9 2 1111
13 12
13 13 4 4
4 11

CLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY
LANDS OFCITY OFCUPERTINOPARCEL B(362 M 46)

LANDS OF CITY OF CUPERTINO
232425262728
12 131415
16171819202122
3736
LANDS OF S.C.V.W.D.
111098
35 293031323334
384039
42'-0"DRIVEWAY
5'-0"SETBACK
40'-0" ACCESS EASEMENT210'
379'-4"
25'
20'-0"CLR.20'-0"CLR.
26'-0"DRIVEWAY
2'-0"
28'-0"DRIVEWAY
28'-0"DRIVEWAY
9'-0"18'-0"5'-0"SETBACK
25'70'
260'
7'-0"
3'-0" 60' ±145'
10'10'100'
34'-8"36'-8"4'-8"18'10'24'3'50'8'15'148'-8"
0"7'-0"14'-0"18'-0"9'-0"9'-0"9'-0"16'-0"
18'-0"7'-0"9'-0"9'-0"2'-0"9'-0"10'-0"
17'-0"3'-6"12'-0"18'-0"
10'-0"18'-0"9'-0"
28'-0"DRIVEWAY
4'-0"
14'-0"
13' 11'-4"34'26'
15'16'25'
7'-0"
19'-0"
A.31"=30' FIRE ACCESSTHIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 123567
4 8
PROPERTY LINE.20' WIDE ACCESS GATES IN ACCORDANCE WITH CFC, SECTION 503 ANDAPPENDIX D 20' CLEAR FIRE APPARATUS ACCESS ROAD. MARKED "FIRE LANE" ASREQUIRED.RESIDENCE ACCESS PATH. 7' CLEAR GROUND-LADDER RESCUE AREA ACCESS KEY PAD W/ KNOX BOX.FIRE HYDRANT. UNOBSTRUCTED CLEAREANCE= 15' EITHER SIDE OF HYDRANT 9PROPERTY IDENTIFICATION NUMBER PLACED ON BUILDING PARAPET2-HOUR FIRE RESISTANCE WALL, BLDG. 'B' ONLY, ALONG PROPERTY LINE. 30"MIN. PARAPET FROM TOP OF ROOF DECK REQUIRED NORTH
HYD

PROPOSED 20 FEET GATE ACCESS FOR TRAIL MAINTENANCE TO SERVE ASSECOND EMERGENCY ACCESS. KNOX KEY SWITCH WILL BE PROVIDED.

KEY NOTES
10FIRE TRUCK TRAVEL PATH.

FIRE NOTES1.THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CFC SEC. 903.2 AS ADOPTED AND AMENDED BY CUPMC.2.POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD.3.TIMING OF INSTALLATION. WHEN FIRE APPARATUS ACCESS ROADS OR A WATER SUPPLY FOR FIRE PROTECTION IS REQUIRED TO BE INSTALLED, SUCH PROTECTION SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING THE TIME OF CONSTRUCTION EXCEPT WHEN APPROVEDALTERNATIVE METHODS OF PROTECTION ARE PROVIDED. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES IN ACCORDANCE WITH SECTION 505.2 CFC SEC. 501.4.4.NEW AND EXISTING BUILDINGS EQUIPPED WITH FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72 AND REFER TO CFC SEC. 907.5.CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLEPROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHP. 33.6.NEW AND EXISTING BUILDINGS EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13.7.REQUIRED FIRE ACCESS EXCEPTION:PROJECTS HAVING A PER BUILDING GROSS AREA OF UP TO 124,000 SQUARE FEET [MAY] HAVE A SINGLE APPROVED ACCESS ROAD WHEN ALL BUILDINGS ARE EQUIPPED THROUGHOUT WITH APPROVED SPRINKLER SYSTEMS.8.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO FACILITATE EMERGENCYRESPONSE. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1.9.TWO-WAY COMMUNICATION SYSTEMS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72 (2016 EDITION), THE CALIFORNIA ELECTRICAL CODE (2013 EDITION), THE CALIFORNIA FIRE CODE (2016 EDITION), THE CALIFORNIA BUILDING CODE (2016 EDITION), AND THE CITY ORDINANCESWHERE TWO WAY SYSTEM IS BEING INSTALLED, POLICIES, AND STANDARDS. OTHER STANDARDSALSO CONTAIN DESIGN/INSTALLATION CRITERIA FOR SPECIFIC LIFE SAFETY RELATED EQUIPMENT.THESE OTHER STANDARDS ARE REFERRED TO IN NFPA 72.10.EMERGENCY RESPONDER RADIO COVERAGE IN NEW BUILDINGS. ALL NEW BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONDERS WITHIN THE BUILDING BASED UPON THE EXISTING COVERAGE LEVELS OF THE PUBLIC SAFETY COMMUNICATION SYSTEMS OF THE JURISDICTION AT THE EXTERIOR OF THE BUILDING. THIS SECTION SHALL NOT REQUIRE IMPROVEMENT OF THE EXISTING PUBLIC SAFETY COMMUNICATION SYSTEMS. REFER TO CFC SEC. 510 FOR FURTHER REQUIREMENTS EMERGENCY RADIO RESPONDER COVERAGE REQUIREMENTSAPPLY TO BUILDING A.11.FIRE ACCESS IN ACCORDANCE WITH CFC, SECTION 503 AND APPENDIX D.12.FIRE FLOW IN ACCORDANCE WITH CFC, APPENDIX B.13.TOP OF STORAGE CONTENT DOES NOT EXCEEDS 8'-0" HEIGHT.14.MINIMUM 18" CLEARANCE TO BE PROVIDED AT SPRINKLER HEADS.15.THE OWNER(S), OCCUPANT(S) AND ANY CONTRACTOR(S) OR SUBCONTRACTORS ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CFC SEC.903.2 AS ADOPTED AND AMENDED BY CUPMC.16.FIRE ALARM SYSTEM TO BE PROVIDED. UNDER DEFERRED SUBMITTAL.

BUILDING AREA TABULATION ( Square Feet )BUILDINGSELFSTORAGEOFFICE &RESIDENCEGROSSAREABUILDING A119,7471st LEVEL38,8090 2nd LEVEL38,9690 3rd LEVEL41,9690 BUILDING B028,5681 st LEVEL14,2340 2nd LEVEL14,3340 BUILDING C5,012 OFFICE01,271MGR. RESIDENCE01,271GARAGE0279 COURTYARD0237 STORAGE1,9540 BUILDING D(Existing to Remain)13,51813,518TOTAL163,7873,058166,845 11FIRE RISER ROOM.12F.D.C. LOCATION.13STANDPIPE LOCATION.

LANDS OF CITY OF CUPERTINO(B750 O.R. 350)(PUBLIC ROADWAY)

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKING
9'-0"
10'-0"SETBACK
40'-0"SETBACK
10'-0"SETBACK
5'-0"SETBACK
40'-0"SETBACK
5'-0"SETBACK
160'
25'61'-0"
25'
±158'
X X X X X X X X X X X X58'-0"
176'-0"DISTANCE FROM THE RESIDENTIAL ENTRY TO THE TRASH ENCLOSURE R42'-0"
R42'-0"
28'-0"DRIVEWAY
20'-0"
20'-0"

MANAGERONLY
22'-0"9'-0"
44'-4" 55'-5"
XXXXX
XXX
40'-0" SETBACK
46'-5"
13'-1"13'-6"4'-8"
HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKING
6'-0"8'-0"9'-0"18'-0"
±79'-0"
5 1
41 67
234EXITENTRY
20'-0"

CLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY
LANDS OFCITY OFCUPERTINOPARCEL B(362 M 46)

LANDS OF CITY OF CUPERTINO
232425262728
12 131415
16171819202122
3736
LANDS OF S.C.V.W.D.
111098
35 293031323334
384039
R42'-0"
13 2
4 5
5 5
642'-0"DRIVEWAY
5'-0"SETBACK
40'-0" ACCESS EASEMENT210'
379'-4"
25'
20'-0"CLR.20'-0"CLR.
26'-0"DRIVEWAY
2'-0"
28'-0"DRIVEWAY
28'-0"DRIVEWAY
9'-0"18'-0"5'-0"SETBACK
25'70'
260'
7'-0"
3'-0" 60' ±145'
10'10'100'
34'-8"36'-8"4'-8"18'10'24'3'50'8'15'148'-8"
0"7'-0"14'-0"18'-0"9'-0"9'-0"9'-0"16'-0"
18'-0"7'-0"9'-0"9'-0"2'-0"9'-0"10'-0"
17'-0"3'-6"12'-0"18'-0"
10'-0"18'-0"9'-0"
28'-0"DRIVEWAY
4'-0"
14'-0"
13' 11'-4"34'26'
15'16'25'
7'-0"
19'-0"
A.3.11"=30' TRASH ACCESS PLANTHIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 1MANAGEMENT & RESIDENT TRASH ENCLOSURE. SEE A.16 FOR DETAILS NORTH
245'-0" TRUCK BACKUP / PICKUP CLEARANCE.

LEGEND:DIRECTION OF TRAFFICTRASH TRUCK TURNING TEMPLATE

GENERAL NOTES
310'X10' CONCRETE PAD

1.THE ENCLOSURE SHOULD BE CONSTRUCTED ON A FLAT AREA WITH A GRADE OF NO MORE THAN 2% , IN ORDER TO ENSURE THAT CONTAINERS CAN BE SAFETY SERVICED AND RETURNED TO THE ENCLOSURE.2.ENCLOSURES SHALL BE READILY ACCESSIBLE TO BUILDING OCCUPANTS, FACILITYMAINTENANCE PERSONNEL, AND TO THE FRANCHISED WASTE HAULER. ENCLOSURES SHALL PROVIDE ADEQUATE ACCESS SO AS TO MINIMIZE EFFORT IN THE COLLECTION AND REMOVAL OF CONTAINER CONTENTS FROM THE ENCLOSURES. SHOULD CONSIDER VEHICULAR AND PEDESTRIAN TRAFFIC PATTERN.3.ENCLOSURES AND AREAS AROUND THE ENCLOSURES SHALL BE DESIGNED TO PREVENT LIQUID RUN-ON TO THE AREA AND RUN-OFF FROM THE AREA, AND TO CONTAIN LITTER AND GARBAGE SO THAT IT IS NOT DISPERSED BY THE WIND OR RUNOFF. ENCLOSURES AND AREAS AROUND ENCLOSURES SHALL NOT DISCHARGE TO THE STORM DRAIN SYSTEM. IF PROPOSED USE OF THE DEVELOPMENT INCLUDES A FOOD SERVICE FACILITY, ANY DRAINS INSTALLED IN OR BENEATH ENCLOSURE AREAS SHALL BE CONNECTED TO A GREASE REMOVALDEVICE PRIOR TO DISCHARGING TO THE SANITARY SEWER.4.FOR PROPERTIES THAT NEED TO LOCK THEIR ENCLOSURE OR BINS, THE CITY'S FRANCHISED HAULER WILL SUPPLY CONTAINER LOCKS AND KEYS AT A LOCK CHARGE FEE IN ACCORDANCE WITH THE SERVICE AGREEMENT FOR THE PROPERTY.5.THE GATES SHOULD BE MAINTAINED IN GOOD WORKING ORDER AND SHOULD REMAIN CLOSED EXCEPT WHEN IN USE. THE ENCLOSURE OPENING, INCLUDINGGATE AND HINGES, MUST PROVIDE A MINIMUM OPENING OF NINE (9) FEET TO ALLOW CONTAINERS TO BE MOVED IN AND OUT OF THE ENCLOSURE.6.30" CLEARANCE BETWEEN CONTAINERS IS REQUIRED BY CITY OF CUPERTINO.7.THE FLOOR OF THE ENCLOSURE SHOULD BE CONCRETE, SINCE ASPHALT CAN BUCKLE UNDER HEAVY LOADS OR IN HOT CONDITION.8.A CONCRETE PAD SHOULD BE PROVIDED OUTSIDE THE ENTRANCE TO THE ENCLOSURE. DIMENSIONS SHOULD BE APPROXIMATELY 10FEET WIDE AND 10 FEET LONG. THE PAD SHOULD BE CAPABLE OF WITHSTANDING THE IMPACT OF THE BINS BEING SET DOWN, AND A 20-TON STATIONARY LOAD.9.A SEPARATE TRASH ENCLOSURE PLAN SHEET WILL BE PROVIDED AT THE TIME OF THE BUILDING PERMIT SUBMITTAL, WHICH ALL ITEMIZED BELOW WILL BE PROVIDEDIF APPLICABLE.·IDENTIFY INTERIOR DIMENSIONS AND CLEARANCES.·LIGHTING.·SIZE OF ALL CONTAINERS.·A NARRATIVE PLAN SHOWING BUSINESS OPERATORS PLAN TO STORE/DISPOSE OF LARGE BULKY ITEMS ABANDONED/DUMPED ON THE PREMISES.TRASH ENCLOSURE LAYOUT BIN 1BIN 2
CART1CART2
TRASH:1. SELF-STORAGE: BIN 1 & BIN 2 :BIN #1 - RUBBISH 1.5 CU.YD.BIN#2 - RECYCLING 1.5 CU.YD.2. ORGANIC:CART #1 - 33 GAL.CART #2 - 33 GAL.

SEE SHEET A.16 FOR MOREDETAILS
4 KEYNOTES
5ABANDONED LARGE ITEM INTERIOR STORAGE UNIT - TO BE COLLECTED BY APRIVATE COMPANY WEEKLY OR BIWEEKLY AS NECESSARY.WASTE TRIO (RECYCLING, COMPOST, AND TRASH) ON CONCRETE PAD."URBAN RENAISSANCE, 36 GAL. MODEL SLURB-36TO, 38.6"HX26.6"D, DARKGREY METALLIC COLOR.6TRASH TRUCK ROUTE.

LANDS OF CITY OF CUPERTINO(B750 O.R. 350)(PUBLIC ROADWAY)

METEOR DRIVEMARY AVENUE
HYD
HIGHWAY 280(JUNIPERO SERRAFREEWAY)EXISTING BUILDING 'D' TO BEIMPROVED 4 2
1 3
BUILDING B2-STORY - TYPE IIB
BUILDING A3-STORY - TYPE IIB
BLD. C - 1-STORY - TYPE IIBOFFICE/RESI
1 1
1 1
1 3
4 4
5 5
5 5
8 6
9'-0"

X X X X X X X X X X X X
PROPOSED 20' I.E.E.EASEMENT TOBE DEDICATED
XXXXX
XXX
80' PG&E EASEMENT TO REMAIN
SLOPE EASEMENT TO REMAINROAD EASEMENTTO REMAIN14' PROPOSED ROAD EASEMENT PATH TO BE DEDICATED 80' PG&E EASEMENT TO REMAIN

PG&E EASEMENT TO REMAIN
PROPOSED 20' I.E.E.EASEMENT TO BE DEDICATED

AREA TO BE DEDICATEDIN FEE TO THE CITY
HYD
HYD
HYD
5 1
41 67
234EXITENTRY
LANDS OFCITY OFCUPERTINOPARCEL B(362 M 46)

LANDS OF CITY OF CUPERTINO
232425262728
12 131415
16171819202122
3736
LANDS OF S.C.V.W.D.
111098
35 293031323334
384039
19'-0"
A3.21"=30' EASEMENT PLANTHIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 1PROPERTY LINE2EXISTING PG&E POWER TOWER.3CELL TOWER.5EXISTING PG&E OVERHEAD POWER LINES.4 NORTH
6SETBACK LINE.EXISTING 6 FOOT HIGH CMU BLOCK WALL (CALTRANS PROPERTY)

KEYNOTES

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY VAN ACCESSIBLEPARKING ±145'

CARTSEQUIPMENTROOM
STAIR # 2
CARTS
CARTS
UP
UP
STAIR # 1
1A.17
274'-9"
260'-0"
70'-0"
1A.17
60'-0" 144'-9"
6'-0"
10X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X25 10X2110X1510X1510X1510X1510X1510X1510X1510X1510X15 10X205X55X55X510X2010X2010X2010X2010X1417.5X20
5X510X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X20 10X12
10X1510X1510X1510X15
10X10
10X1510X1510X1510X1510X155X1010X1510X1510X1510X1510X2510X2510X2510X2510X205X1010X1010X2010X2010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X2010X1010X20 5X510X1010X1010X1010X10
5X105X1010X1510X1510X1010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X209X105X55X510X105X1010X104X1010X1810X3210X23 6X1010X15
10X15
10X15
ELEV. # 1 15X1514X15
CARTS
15X15ELEV. # 2 EQUIPMENTROOM14X1510X1510X15
5X1010X2010X2010X2010X2010X2010X20
10X1010X1010X1010X1010X1010X10
10X1010X1010X1010X1010X1010X10
10X1010X1010X1010X1010X1010X10
5X105X105X105X5
5X105X105X510X1010X1010X1010X10
5X10
5X10
10X1510X1510X1510X1510X15
10X1010X1010X108X108X1010X1710X205X129X109X104X5

TRASHENCLOSURE

FIRERISER
10X2025'
378'-3"
14'-612"
18'-6"CARTS
5X55X55X5
614
10 10
9 6
9 10
31312
12 10
10 14
STAIR # 3 14 1210
12 MAXIMUM TRAVEL DISTANCE = 142'
MAXIMUM TRAVEL DISTANCE = 127'
±127'-0"SEPARATION OF EXITS
206'-0"SEPARATION OF EXITS
MAXIMUM TRAVEL DISTANCE = 101'
378'-0"MAXIMUM DIAGONAL DISTANCE
1 BUILDING A - FIRST LEVEL
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 NORTH
UNIT COUNT # = 214 UNITS
KEY PLANKEYNOTESPROJECTION OF 2ND & 3RD FLOOR ABOVE.123PRELIMINARY COLUMN LOCATIONEXTERIOR DOOR.4CANOPY PROJECTION ABOVE.5PROJECTION ABOVE.6EXTERIOR WALL. SEE ELEVATIONS FOR FINISH.7CANOPY PROJECTION BELOW.8WINDOW / ALUMINUM STOREFRONT PARTITION WALL / LOAD BEARING 2-6"EXTERIOR WALL & SHAFT WALLS 9INTERIOR PARTITION10UNIT ROLL-UP DOOR11FAUX ROLL-UP DOOR12DETECTABLE WARNING.13LOADING AREA BELOW.14F.D.C. STAND PIPE15RESTROOM.

A.41/16"=1'-0" PRELIM. FLOOR PLAN
NOTE:MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS187 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS.

STAIR # 3
STAIR # 2
STAIR # 1
274'-9"
260'-0"
378'-3"
UP
UP
UP

DISPLAY UNITS

DISPLAY UNITS
8 1
6 18'-6"
14'-612"
1A.171A.17
13 6 6 118
118
9 1
13 118
11 6
9 10X1010X1010X1010X10
10X1010X1010X1010X1010X1010X1010X1010X1010X105X105X10
10X1510X1510X10
10X10
10X1010X1010X10
10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 5X55X105X10
5X55X105X10
10X1510X1510X15
10X15
9X105X55X55X1010X2310X23
5X105X5
10X1510X1010X1510X1010X1510X1010X1510X1010X1510X1010X1510X1010X1510X1010X1510X10 5X55X105X10
10X1010X10
9X10
10X1010X1010X1010X1010X1010X10
10X1010X1010X1010X1010X10
5X105X10
5X1010X1510X1510X155X55X1010X1010X159X105X106X510X1010X105X105X5 5X55X105X105X105X105X105X105X10
10X2010X2010X2010X20
10X1310X1010X1010X1010X1010X1010X15
10X1510X1010X105X1010X1510X1010X1010X1010X1010X1010X1010X1010X1010X1010X105X105X510X1010X155X1010X148X1010X13 10X2010X2010X2010X2010X2010X2010X2010X2010X2010X205X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X55X105X10 ELEV. # 1
ELEV. # 2
5X105X105X105X1010X1010X1010X1010X1010X1010X1010X1010X10 10X1010X1010X1010X1010X1010X1010X10
10X1010X1010X1010X1010X1010X1010X10
10X1010X10
5X105X1010X1010X1010X1010X1010X1010X2010X1510X1510X1510X1010X10 10X10
10X1510X1510X15
14X15
10X1010X1010X1010X1010X1010X1010X10
10X10
10X1010X1010X1010X1010X1010X10
5X105X1010X1010X1010X1010X1010X1010X1010X1010X10
10X1010X1010X1010X1010X1010X1010X10
10X105X1010X1010X1010X1010X1010X1010X1010X105X55X105X105X105X105X105X105X105X105X56X125X1010X1010X1010X10 8X10
5X1010X1810X2210X1310X13
10X155X105X54X510X1110X1610X10
10X126X5
6X5
7X5RESTROOM
14 14
14 15
MAXIMUM TRAVEL DISTANCE = 149'
MAXIMUM TRAVEL DISTANCE = 198'
±214'-0"SEPARATION OF EXITS
±197'-0"SEPARATION OF EXITS
MAXIMUM TRAVEL DISTANCE = 169'
378'-0"MAXIMUM DIAGONAL DISTANCE

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 1 BUILDING A - SECOND LEVEL

KEY PLAN
NORTH
UNIT COUNT # = 303 UNITS
PROJECTION OF 2ND & 3RD FLOOR ABOVE.123PRELIMINARY COLUMN LOCATIONEXTERIOR DOOR.4CANOPY PROJECTION ABOVE.5PROJECTION ABOVE.6EXTERIOR WALL. SEE ELEVATIONS FOR FINISH.7CANOPY PROJECTION BELOW.8WINDOW / ALUMINUM STOREFRONT

WALL LEGEND
PARTITION WALL / LOAD BEARING 2-6"EXTERIOR WALL & SHAFT WALLS 9INTERIOR PARTITION10UNIT ROLL-UP DOOR11FAUX ROLL-UP DOOR

KEY NOTES
12DETECTABLE WARNING.13LOADING AREA BELOW.14F.D.C. STAND PIPE15RESTROOM.

A.51/16"=1'-0" PRELIM. FLOOR PLAN
NOTE:MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS203 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS.

STAIR # 3
STAIR # 2
STAIR # 1
260'-0"
378'-3"
UP
UP

DISPLAY UNITSDISPLAY UNITS

DISPLAY UNITS

DISPLAY UNITS
DISPLAY UNITS274'-9"
±15'-0"
18'-6"
8 8
1A.171A.17
11 6
9 811
811
6 81169
11 6
9 10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X105X1010X20 10X1010X105X105X10
10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X105X105X106X105X55X105X105X10 9X105X55X55X5
5X10
10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 10X1010X1010X1010X1010X10
10X1510X1510X1510X1510X1510X1510X155X10
10X1010X1010X105X1010X109X105X5
10X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X158X108X10 10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 5X105X105X105X105X105X5
10X1010X1010X1010X1010X1010X1010X1010X10
10X1010X1010X1010X1010X1010X1010X1010X10
10X1010X1010X1010X1010X10
5X105X105X105X105X10
5X510X1510X1510X1510X155X105X5
5X10
5X10
ELEV. # 1
ELEV. # 2
10X10
10X1010X10
10X1010X1010X1010X1010X1010X1010X1010X10
5X1010X1010X1010X1010X1010X1010X1010X1010X105X10
6X106X510X155X55X10
10X1010X1010X1010X1010X1010X1010X1010X10
5X1010X1010X1010X1010X1010X1010X1010X1010X10
5X1010X1010X1010X1010X1010X1010X1010X1010X10
5X10
5X1010X1010X1010X10
5X1010X1810X2210X1310X136X5
10X1610X10
5X1010X1010X1010X1010X1010X1010X1010X105X104X510X11
5X55X105X105X105X10
5X1010X1010X1010X1010X1010X1010X109X105X8
10X1510X1510X1510X1510X1510X1510X1510X155X55X10 10X1210X1510X1510X1510X156X510X1514X156X1210X1510X1510X1510X155X55X10 10X1010X1010X1010X10
10X1010X105X10
10X1010X1010X10
10X1010X105X10
9X108X1010X148X107X10
14 14
14 DN MAXIMUM TRAVEL DISTANCE = 148'
MAXIMUM TRAVEL DISTANCE = 198'
±214'-0"SEPARATION OF EXITS
±197'-0"SEPARATION OF EXITS
MAXIMUM TRAVEL DISTANCE = 170'
378'-0"MAXIMUM DIAGONAL DISTANCE

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY 1 BUILDING A - THIRD LEVEL

KEY PLAN
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 NORTH
UNIT COUNT # = 312 UNITS
PROJECTION OF 2ND & 3RD FLOOR ABOVE.123PRELIMINARY COLUMN LOCATIONEXTERIOR DOOR.4CANOPY PROJECTION ABOVE.5PROJECTION ABOVE.6EXTERIOR WALL. SEE ELEVATIONS FOR FINISH.7CANOPY PROJECTION BELOW.8WINDOW / ALUMINUM STOREFRONT

WALL LEGEND
PARTITION WALL / LOAD BEARING 2-6"EXTERIOR WALL & SHAFT WALLS 9INTERIOR PARTITION10UNIT ROLL-UP DOOR11FAUX ROLL-UP DOOR

KEY NOTES
12DETECTABLE WARNING.13LOADING AREA BELOW.14F.D.C. STAND PIPE15RESTROOM.

A.61/16"=1'-0" PRELIM. FLOOR PLAN
NOTE:MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS225 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS.

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY ELEV. # 1 EQUIP.

CARTSF.R.CARTS

UPUP CARTS
380'-0"
40'-0"
26'-0"
34'-0" 110'-0" 10'-0" 210'-0" 16'-0"
13'-0"
25'-0"15'-0"
10X2615X21
9X109X109X109X109X10
9X109X109X109X109X10
9X109X109X109X109X10
9X10
10X1010X10
10X1010X1010X1010X1010X10
10X1010X1010X1010X1010X10
10X1010X1010X1010X1010X105X510X1510X15
10X1510X155X55X5
10X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X10 10X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X1010X205X10 2 HR. FIRE RATED WALL2 HR. FIRE RATED WALL
10X205X10
10X2010X205X105X1010X17RESTROOM
10X15TRASHENCLOSURE10X1710X17
10915 122
6 66
5 10
5X99X1910X12
12 14X15
MAXIMUM TRAVEL DISTANCE = 135'
206'-0"SEPARATION OF EXITS134'-0"SEPARATION OF EXITS
381'-0"MAXIMUM DIAGONAL DISTANCE
ELEV. # 1 10X10380'-0"
40'-0"
DNDN
25'-0"15'-0"
26'-0"
16'-0"330'-0"34'-0"
13'-0"
6 6
9 66
8 11 10X2615X21
8X10
9X109X109X109X109X10
9X109X109X109X109X10
9X109X109X109X109X10
10X1010X10
10X1010X1010X1010X1010X10
10X1010X1010X1010X1010X10
10X1010X1010X1010X10
9X1010X107X105X105X105X105X55X55X55X55X55X55X55X55X5
5X55X5
5X510X10
10X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X105X105X105X105X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X1010X105X105X105X105X10 5X105X105X105X10 5X105X105X105X10 2 HR. FIRE RATED WALL2 HR. FIRE RATED WALL
10X1010X10
10X10
300'-0"SEPARATION OF EXITS
MAXIMUM TRAVEL DISTANCE = 182'
MAXIMUM TRAVEL DISTANCE = 193'
381'-0"MAXIMUM DIAGONAL DISTANCE2 BUILDING B - SECOND LEVEL

KEY PLANKEYNOTES
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 1 BUILDING B - FIRST LEVEL
NORTH
UNIT COUNT = 97 UNITS
UNIT COUNT = 138 UNITS
PROJECTION OF 2ND & 3RD FLOOR ABOVE.123PRELIMINARY COLUMN LOCATIONEXTERIOR DOOR.4CANOPY PROJECTION ABOVE.5PROJECTION ABOVE.6EXTERIOR WALL. SEE ELEVATIONS FOR FINISH.7CANOPY PROJECTION BELOW.8WINDOW / ALUMINUM STOREFRONT

WALL LEGEND
PARTITION WALL / LOAD BEARING 2-6"EXTERIOR WALL & SHAFT WALLS 9INTERIOR PARTITION10UNIT ROLL-UP DOOR11FAUX ROLL-UP DOOR

KEY NOTES
12DETECTABLE WARNING.13LOADING AREA BELOW.14F.D.C. STAND PIPE15RESTROOM.

A.71/16"=1'-0" PRELIM. FLOOR PLAN
NOTE:MAXIMUM TRAVEL DISTANCE TO BATHROOM LOCATED ON SECOND FLOOR IS240 FEET, INCLUDING VERTICAL DISTANCE BETWEEN FLOORS.

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY

DISPLAY UNITS
10 6
8 5
2 41 511
9 6 8
23'-0"
148'-8"
149'-8"
34'-8"
1214X2010X23
10X1510X2010X2010X2010X20ELECT.ROOM10X15MANAGER'SGARAGECOURTYARD

TRASHENCLOSURE
15 10X1510X1310X1910X2010X2210X2610X2810X2810X2810X2810X2810X2810X1910X1910X18 10X2010X2010X2210X2310X2410X2510X2610X2710X2710X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X2810X42 THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 1 BUILDING C
NORTH
UNIT COUNT = 8 UNITS

KEY PLANKEY NOTES
2 EXISTING BUILDING DUNIT COUNT = 52 UNITS
PROJECTION OF 2ND & 3RD FLOOR ABOVE.123PRELIMINARY COLUMN LOCATIONEXTERIOR DOOR.4CANOPY PROJECTION ABOVE.5PROJECTION ABOVE.6EXTERIOR WALL. SEE ELEVATIONS FOR FINISH.7CANOPY PROJECTION BELOW.8WINDOW / ALUMINUM STOREFRONT

WALL LEGEND
PARTITION WALL / LOAD BEARING 2-6"EXTERIOR WALL & SHAFT WALLS 9INTERIOR PARTITION10UNIT ROLL-UP DOOR11FAUX ROLL-UP DOOR

KEY NOTES
12DETECTABLE WARNING.13LOADING AREA BELOW.14F.D.C. STAND PIPE15RESTROOM.

A.81/16"=1'-0" PRELIM. FLOOR PLAN

EXISTING BUILDING 'D'
12'-0"T.O.P.
12'-0"T.O.P.
12'-0"T.O.P.
12'-0"T.O.P.
10'-0"T.O.M.
2 +28'-4 12"T.O.P.
+28'-4 12"T.O.P.
+27'-6 12"T.O.P.
+27'-6 12"T.O.P.
+31'-6 12"T.O.P.
+28'-4"T.O.R.SLOPE1/4:12"
SLOPE1/4:12"
SLOPE1/4:12"
+31'-0"T.O. ELEV.PENTHOUSE
+31'-0"T.O. ELEV.PENTHOUSEBUILDING 'A'77
5 5
5 5
5 5
5 5
5 5
6 6
8 8
8 8
88 8
8 8
SLOPE3/8:12"
SLOPE3/8:12"
+14'-0"T.O.P.
+12'-0"T.O.P.
+12'-0"T.O.P.
+26'-0"T.O.P.

SLOPE3/8:12"
SLOPE3/8:12"
SLOPE3/8:12" SLOPE3/8:12"SLOPE3/8:12"+24'-4 12"T.O.P.+22-'0"T.O.P. +24'-4 12"T.O.P.+22'-0"T.O.P.+24'-4 12"T.O.P. +24'-4 12"T.O.P. +24'-4 12"T.O.P.+22'-0"T.O.P.+22'-0"T.O.P. +24'-4 12"T.O.P.+24'-4 12"T.O.P.
+10'-0"T.O.M.
+19'-0"T.O.WALL+19'-0"T.O.WALL

BUILDING 'C'

BUILDING 'B'
COURTYARDBEYOND+22'-0"T.O.WALL
10'-0"T.O.M.
10'-0"T.O.M.

SLOPE3/8:12"
SLOPE3/8:12"
SLOPE3/8:12"
+31'-6 12"T.O.P.
+31'-6 12"T.O.P.
+31'-6 12"T.O.P.
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
8 8
10'-0"
10'-0"
10'-0"
10'-0"
8 8
8 8
3 2
23 4
1 148
8 8
83 32
18 8
8 8
2 2
3 3
3 +27'-6 12"T.O.P.
+27'-6 12"T.O.P.

A.91"=30'ROOF PLANTHIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 06/19/2020 123
567
4TPO ROOFING SYSTEM.GUTTER.

STANDING SEAM METAL ROOF.

ROOF ACCESS HATCH.ELEVATOR PENTHOUSE.

ROOF DRAIN & OVERFLOW.

NORTH

DOWNSPOUT

KEY NOTES
GENERAL NOTES1.COPPER METAL ROOFING, COPPER GRANULE CONTAINING ASPHALTSHINGLES, COPPER GUTTERS AND DOWNSPOUTS, AND / OR OTHER EXTERIORORNAMENTAL COPPER ARE NOT PERMITTED FOR USE ON ANY COMMERCIALOR INDUSTRIAL BUILDING. 8TYPICAL PARAPET.

BUILDING 'C'

BUILDING 'B'
COURTYARDBEYOND+22'-0"T.O.WALL
10'-0"T.O.M.
10'-0"T.O.M.

STANDING SEAM METAL ROOF.

ROOF ACCESS HATCH.ELEVATOR PENTHOUSE.

ROOF DRAIN & OVERFLOW.

NORTH

DOWNSPOUT

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY

MANAGERONLY

COURTYARD
GARAGE
LOBBY

HOSPITALITYMANAGEROFFICE

STORAGE

UP UNISEXRESTROOMFIRE RISERROOM

CUSTOMERSERVICE

SERVER ROOMUNISEXRESTROOM

RETAILAREACOFFEE

JANITOR
12 212
17 1211
101224 18
195
7 8
9 9
13 20
23 12
11 1425
15 24
A.162
A.101/4"=1'-0" OFFICE FLOOR PLAN

UNDER CABINET REFRIGERATOR.WATER HEATER.HIGH & LOW DRINKING FOUNTAINS.RESIDENCE ACCESS. 9RESIDENCE PEDESTRIAN ACCESS.10
FILE CABINET COUNTER W/ WALLMOUNTED MONITORS.

CORNICE PROJECTION ABOVE.MOP SINK.11TOILET. TYP.12SINK. TYP.

OFFICE ENTRANCE.

BIKE & VEHICLE PARKING EXCEPTION

BIKE LOCKER
13LONG TERM 2 BIKE LOCKERS - CLASS1, SEE IMAGE ON SHEET A.10. 14OPEN PARKING SPACE FORRESIDENTIAL UNIT AFTER OFFICEHOURS.15METAL AWNING ABOVE.

BIKE & VEHICLE PARKING EXCEPTION166,845 / 450 = 371 TOTAL VEHICLE PARKING SPACESALLOWED PARKING SPACES = 4141 SPACES / 371 SPACES = 9.0% OF TOTAL SPACES166,185 / 12,000 = 14 TOTAL BIKE PARKING SPACES14 X 9.9% = 2 TOTAL BIKE PARKING SPACES 16ACCESSIBLE PATH OF TRAVEL.17DESK.18RETAIL AREA.19CUSTOMER SERVICE COUNTER.20SHORT TERM BICYCLE PARKING.21KEYPAD.22SLIDING GATE.23PEDESTRIAN ACCESS.24DETECTABLE WARNING.

MASTERBEDROOM

OPEN TO COURTYARDBELOW
2'-8"24'-0"34'-8"
37'-8"
15'-0"9'-0"10'-0"2'-8"18'-0" 36'-8"
8'-0"
14'-0"
12'-6"
12'-6"
10'-6"
4'-8"10'-0"
6'-0"
6'-0"
DN4'-6"
4'-2"4'-0"4'-0"

BEDROOM

MASTERCLOSET

MASTERBATHROOMBATHROOMKITCHEN

LAUNDRY

FURNICE
LINEN
PANTRY
18'-6"
16'-6"

LIVINGROOMDININGROOM
4'-0"
1 2
34 5
67 8
9 10
11 12
1212 13
68 7

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY A.111/4"=1'-0" RESIDENCE FLOOR PLAN

STOVE.STAIRS.REFRIGERATOR.TOILET. TYP.
9BATHTUB.

KITCHEN SINK.

WASHER AND DRYER.

PANTRY CABINET.

KEYNOTES
10FURNICE.11AWNING BELOW.12STOREFRONT GLAZING.13CORNICE ABOVE. 274.43'P@BLDG.& DRIVEWAY274.78'P@BLDG.& DRIVEWAY275.00'P@BLDG.& DRIVEWAY275.75'P@BLDG.& DRIVEWAY +9'-1/2"2ND F.F.+17'-612"3RD F.F.
+27'-612" T.O.P.
±28'-10"BUILDING HEIGHT
9'-012"8'-6" +9'-1/2"2ND F.F.+17'-612"3RD F.F.
±0'-0"1ST F.F.(275.75)9'-012"8'-6"
29'-1" MAX. HEIGHTFROM PROPOSED GRADE
30'-0" MAX. HEIGHT FROMNEW PROPOSED GRADE (FORFIRE DEPARTMENT USE)30'-0" MAX. HEIGHT FROMEXISTING NATURAL GRADET.O. ROOF+28'-4"(304.08)

EXISTING NATURAL GRADEEXISTING NATURAL GRADENEW PROPOSED GRADE T.O. ELEV.PENTHOUSE+31'-0"(306.75)
30'-0" MAX. HEIGHTFROM PROPOSED GRADE
(303.29)BAY AREA SELF STORAGE
1C31110C55C66C7 20C2 C31 2 1515
13C46C77C6 7C6 7C63C1 3C1 3C1 12C686C71C213C4 13C4 13C4 C316C7 C319(307.29)+31'-6 12" T.O.P.
±0'-0"1ST F.F.(275.75)
C3
EXISTING NATURAL GRADE EXISTING NATURAL GRADE2222 22
23 273.76'P@BLDG.& DRIVEWAY274.43'P@BLDG.& DRIVEWAY
+9'-1/2"2ND F.F.+17'-612"3RD F.F.
±0'-0"1ST F.F.(275.75) +9'-1/2"2ND F.F.+17'-612"3RD F.F. 30'-0" MAX. HEIGHT FROMEXISTING NATURAL GRADE30'-0" MAX. HEIGHT FROMNEW PROPOSED GRADE (FORFIRE DEPARTMENT USE)+27'-612" T.O.P.(303.29)T.O. ELEV.PENTHOUSE+31'-0"(306.75) ±28'-10"BUILDING HEIGHT
9'-012"8'-6"
±33'-6"BUILDING HEIGHT
T.O. ROOF+28'-4"(304.08)
3'-2"
4'-0"
6C71C35C6 10C515C3120C229 C31
13C413C413C4 12C6 3C13C13C1 7C67C67C6
(307.29)+31'-6 12" T.O.P.
±0'-0"1ST F.F.(275.75)
C3
EXISTING NATURAL GRADEEXISTING NATURAL GRADE22 2222
23 273.85'P@BLDG.& DRIVEWAY 275.75'P@BLDG.& DRIVEWAY274.54'P@BLDG.& DRIVEWAY +9'-1/2"2ND F.F.+17'-612"3RD F.F.
±0'-0"1ST F.F.(275.75)9'-012"8'-6" +9'-1/2"2ND F.F.+17'-612"3RD F.F. 30'-0" MAX. HEIGHT FROMEXISTING NATURAL GRADE30'-0" MAX. HEIGHT FROMNEW PROPOSED GRADE (FORFIRE DEPARTMENT USE) 8'-6"9'-012"
+28'-412" T.O.P.(307.29) (303.29)
3"
1'-8" +27'-612" T.O.P.
30'-0" MAX. HEIGHTFROM PROPOSED GRADE
(304.12)
±33'-6"BUILDING HEIGHT EXISTING NATURAL GRADENEW PROPOSED GRADE 3'-6"+31'-6 12" T.O.P.
3'-11"BAY AREA SELF STORAGEBAY AREA SELF STORAGEBAY AREA SELF STORAGE 111C310C55C6 C312 10C55C6
3C186C73C17C613C4
C312 20
7C613C4
10111C3C55C61511
12C6
6C7
6C7 6C7
6C76C7
1C313C4
C220C2
7C6 7C6 3C1 13C4
15 (307.29)+31'-6 12" T.O.P.(307.29)+31'-6 12" T.O.P.
±0'-0"1ST F.F.(275.75) EXISTING NATURAL GRADE EXISTING NATURAL GRADE (303.29)+27'-612" T.O.P. +28'-412" T.O.P.(304.12)10BC5 10BC5 10BC5 22 22 22 22
232323
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE:BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 18 10
1 PREFINISHED METAL FLASHING.

PREFINISHED METAL DOWNSPOUT.

TELESCOPIC ALUMINUM ENTRYGLASS DOOR.
11 6

STOREFRONT GLAZING WITH VISION GLASS
ROLL-UP DOORS.
14 FAUX ROLL-UP DOORS FOR DISPLAYONLY.3
PARAPET.
2 2019
16METAL AWNING.PARAPET BEYOND.17
9 INTEGRAL CMU BLOCK.
8 15PREFINISHED METAL GUTTER.ROOF LINE BEHIND.

ARCHITECTURAL METAL FLUSH PANEL.75
SWING DOOR, PAINTED TO MATCHCOLOR C6.
13STUCCO FINISH.
4 SIGNAGE UNDER SEPARATE PERMIT,SIGNS TO COMPLY WITH CITY STANDARDS.12 HORIZONTAL & VERTICAL STUCCO REVEAL.

PREFINISHED STANDING SEAMMETAL ROOF.

ELEVATOR PENTHOUSE.

STUCCO FINISH BAND.

ADDRESS IDENTIFICATION NUMBER PERCITY AND FIRE DEPARTMENT STANDARDS2110BSTOREFRONT GLAZING WITH SPANDREL GLASS22INTERNAL DOWNSPOUT AND OVERFLOW.DAYLIGHT 12" O.C. ABOVE F.F.PROVIDE BRONZE NOZZLE.23ROOF MOUNTED FAN, SCREENEDBY PARAPET.

ORCO BLOCK. 8x8x16 SHOT BLASTCOLOR:"BLACK 250", WEIGHT: MEDIUM C4

STOREFRONT GLASS B - CLEAR
C1
LA HABRA STUCCO FINISHFINISH: SAND FLOAT 20/30COLOR: P-2090 THUNDER SKY JANUS INTERNATIONALCOLOR: DARK TEAL
C5
C3
C5C6
C2

KEY PLAN

KEYNOTES

BUILDING ABUILDING B
BUILDING DOFFICE &RESIDENCEMETEOR DR.MARY AVE.

BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKINGVAN ACCESSIBLEPARKING MANAGERONLYHYD HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY A.121/16"=1'-0"ELEVATIONS
2BUILDING A - EAST ELEVATION
1BUILDING A - SOUTH ELEVATION
3BUILDING A - NORTH ELEVATION
321
+10'-4 12"2ND F.F.±0'-0"1ST F.F.(276.40)
+10'-4 122ND F.F.
+24'-412"T.O.P.+24'-412"T.O.P.+24'-412"T.O.P.+24'-412"T.O.P. +24'-412"T.O.P.+22'-0"T.O.P.+22'-0"T.O.P.+22'-0"T.O.P. 278.15'[email protected]'[email protected]'-3"BUILDING HEIGHT ±0'-0"1ST F.F.(276.40)1ST LEVELF.F. SLOPE OFFICE

BUILDING A BEYOND BUILDING A BEYOND

EXISTING NATURAL GRADEEXISTING NATURAL GRADE
BUILDING CBEYOND1C31C31C31C3 6C7151515
13C413C413C4 3C1 3C1 3C1
20C220C220C220C2 20C2 20C2 20C22
276.40'P@BLDG.
+10'-4 12"2ND F.F.±0'-0"1ST F.F.(276.40) ±0'-0"1ST F.F.(276.40) +10'-4 12"2ND F.F.
+24'-412"T.O.P. +24'-412"T.O.P.+24'-412"T.O.P. +24'-412"T.O.P. +22'-0"T.O.P.+22'-0"T.O.P.+22'-0"T.O.P. 274.50'[email protected]'-4"BUILDING HEIGHT
+19'-0"T.O.WALL

EXISTING NATURAL GRADE EXISTING NATURAL GRADE
9 1C3
7C67C6 7C612C6 12C612C63C1 3C13C1 3C1 3C116C2
14C2 18C2
16C2
1C31C31C314C8 18C218C215 15
13C4 13C413C4 13C4
6C71C3 20C22 2
+10'-4 12"2ND F.F.±0'-0"1ST F.F.(276.40)
+24'-412"T.O.P.
279.50'[email protected]'[email protected] NATURAL GRADE
1C320C2
3C113C4
15 BAY AREA SELF STORAGE+22'-0"T.O.P.
+10'-4 12"2ND F.F.±0'-0"1ST F.F.(276.40)
+24'-412"T.O.P.22'-7"BUILDING HEIGHT

EXISTING NATURAL GRADE

BUILDING C
12C63C113C4
1C31110C55C66C7 20C2
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE:BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 18 10
1 PREFINISHED METAL FLASHING.

PREFINISHED METAL DOWNSPOUT.

TELESCOPIC ALUMINUM ENTRYGLASS DOOR.
11 6

ARCHITECTURAL METAL FLUSH PANEL.75
SWING DOOR, PAINTED TO MATCHCOLOR C6.
13STUCCO FINISH.
4 SIGNAGE UNDER SEPARATE PERMIT,SIGNS TO COMPLY WITH CITY STANDARDS.12 HORIZONTAL & VERTICAL STUCCO REVEAL.

PREFINISHED STANDING SEAMMETAL ROOF.

ELEVATOR PENTHOUSE.

STUCCO FINISH BAND.

ORCO BLOCK. 8x8x16 SHOT BLASTCOLOR:"BLACK 250", WEIGHT: MEDIUM C4

STOREFRONT GLASS B - CLEAR
C1
LA HABRA STUCCO FINISHFINISH: SAND FLOAT 20/30COLOR: P-2090 THUNDER SKY JANUS INTERNATIONALCOLOR: DARK TEAL
C5
C3
C5C6
C2

GENERAL NOTESKEY PLAN

KEYNOTES

BUILDING ABUILDING B
BUILDING DOFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKINGVAN ACCESSIBLEPARKING MANAGERONLYHYD HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY A.131/16"=1'-0"ELEVATIONS
1BUILDING B - NORTH ELEVATION
2413
3BUILDING B - WEST ELEVATION2BUILDING B - EAST ELEVATION 4BUILDING B - SOUTH ELEVATION
273.47'P@BLDG.
+12'-0"2ND F.F.±0'-0"1STF.F.(274.30)
6C7
3C13C116C27C6 12C6 274.30'[email protected]
+26'-0"T.O.P.+12'-0"T.O.P.+12'-0"T.O.P.+14'-0"T.O.P.18C214C8 10C5 ±0'-0"1ST F.F.(274.30)
(300.30)18C214C8
+10'-0"T.O.M.
+22'-0"T.O. WALL

EXISTINGNATURAL GRADE
±0'-0"1ST F.F.(274.30)±0'-0"1ST F.F.(274.30)
+12'-0"2ND F.F.BAY AREA SELF STORAGE+14'-0"T.O.P.+12'-0"T.O.P. +12'-0"T.O.P. +26'-0"T.O.P.10C5116C7
10C55C610C5
156C7
3C1
20C2
3C11C3
15 20C2
273.47'P@BLDG.
(300.30)BUILDING A BEYONDBUILDING A BEYONDBUILDING B BEYOND 1065521

EXISTING NATURAL GRADE
±0'-0"1ST F.F.(274.30)
+12'-0"T.O.P.
273.47'P@BLDG.
+14'-0"T.O.P.
3C16C7
+26'-0"T.O.P.
20C2
6C710C515

EXISTING NATURAL GRADE
±0'-0"1ST F.F.(274.30)
+12'-0"2ND F.F.BAY AREA SELF STORAGE
OFFICE
1C3116C710C5+26'-0"T.O.P.
274.30'P@BLDG.
(300.30)15

EXISTINGNATURAL GRADE
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE:BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 18 10
1 PREFINISHED METAL FLASHING.

PREFINISHED METAL DOWNSPOUT.

TELESCOPIC ALUMINUM ENTRYGLASS DOOR.
11 6

ARCHITECTURAL METAL FLUSH PANEL.75
SWING DOOR, PAINTED TO MATCHCOLOR C6.
13STUCCO FINISH.
4 SIGNAGE UNDER SEPARATE PERMIT,SIGNS TO COMPLY WITH CITY STANDARDS.12 HORIZONTAL & VERTICAL STUCCO REVEAL.

PREFINISHED STANDING SEAMMETAL ROOF.

ELEVATOR PENTHOUSE.

STUCCO FINISH BAND.

ORCO BLOCK. 8x8x16 SHOT BLASTCOLOR:"BLACK 250", WEIGHT: MEDIUM C4

STOREFRONT GLASS B - CLEAR
C1
LA HABRA STUCCO FINISHFINISH: SAND FLOAT 20/30COLOR: P-2090 THUNDER SKY JANUS INTERNATIONALCOLOR: DARK TEAL
C5
C3
C5C6
C2

GENERAL NOTESKEY PLAN

KEYNOTES

BUILDING ABUILDING B
BUILDING DOFFICE &RESIDENCEMETEOR DR.MARY AVE.

BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKINGVAN ACCESSIBLEPARKING MANAGERONLYHYD HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY A.141/16"=1'-0"ELEVATIONS
1BUILDING C - EAST ELEVATION
1234
3BUILDING C - NORTH ELEVATION2BUILDING C - SOUTH ELEVATION 4BUILDING B - WEST ELEVATION
±0'-0"F.F.
+12'-0"T.O.P.
+12'-0"T.O.P.
+12'-0"T.O.P. 1C320C221C320C2220C22

ANGLED VIEW
15 15

BUILDING A BEYOND BUILDING A BEYOND

EXISTING NATURAL GRADE EXISTING NATURAL GRADE
1C3
±0'-0"F.F.+10'-0"T.O.M.+12'-0"T.O.P.+12'-0"T.O.P. 18C2
7C63C116C2 1C37C63C116C2
14C8 18C214C8

EXISTING NATURAL GRADE
±0'-0"F.F.
+12'-0"T.O.P.1C320C215

EXISTINGNATURALGRADE
±0'-0"F.F.+10'-0"T.O.M. +12'-0"T.O.P.+12'-0"T.O.P.
7C63C116C27C63C116C21C316C2
18C214C818C214C8
±0'-0"F.F.
+12'-0"T.O.P.

ANGLED VIEW
1C320C215

EXISTINGNATURALGRADE
+12'-0"T.O.P.+12'-0"T.O.P.
±0'-0"F.F.
1C320C22

ANGLED VIEW
15 BUILDING A BEYOND

EXISTING NATURAL GRADE

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY A.151/16"=1'-0"ELEVATIONS

KEY PLANKEYNOTES
THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 11/16"=1'-0"BUILDING D - NORTH
1 BUILDING D - NORTH (CONTINUED)
31/16"=1'-0"BUILDING D - EAST
21/16"=1'-0"BUILDING D - (INTERIOR) SOUTH
41/16"=1'-0"BUILDING D - WEST
21/16"=1'-0"BUILDING D - SOUTH (CONTINUED)
18 10
1 PREFINISHED METAL FLASHING.

PREFINISHED METAL DOWNSPOUT.

TELESCOPIC ALUMINUM ENTRYGLASS DOOR.
11 6

STOREFRONT GLAZING WITH VISION GLASS
ROLL-UP DOORS.
14 FAUX ROLL-UP DOORS FOR DISPLAYONLY.3
PARAPET.
2 2019
16 METAL AWNING.PARAPET BEYOND.17
9 INTEGRAL CMU BLOCK.
8 15PREFINISHED METAL GUTTER.ROOF LINE BEHIND.

ARCHITECTURAL METAL FLUSH PANEL.75
SWING DOOR, PAINTED TO MATCHCOLOR C6.
13 STUCCO FINISH.
4 SIGNAGE UNDER SEPARATE PERMIT,SIGNS TO COMPLY WITH CITY STANDARDS.12 HORIZONTAL & VERTICAL STUCCO REVEAL.

PREFINISHED STANDING SEAMMETAL ROOF.

ELEVATOR PENTHOUSE.

STUCCO FINISH BAND.

ADDRESS IDENTIFICATION NUMBER PERCITY AND FIRE DEPARTMENT STANDARDS21 10BSTOREFRONT GLAZING WITH SPANDREL GLASS22INTERNAL DOWNSPOUT AND OVERFLOW.DAYLIGHT 12" O.C. ABOVE F.F.PROVIDE BRONZE NOZZLE.23ROOF MOUNTED FAN, SCREENEDBY PARAPET.

ORCO BLOCK. 8x8x16 SHOT BLASTCOLOR:"BLACK 250", WEIGHT: MEDIUM C4

STOREFRONT GLASS B - CLEAR
C1
LA HABRA STUCCO FINISHFINISH: SAND FLOAT 20/30COLOR: P-2090 THUNDER SKY JANUS INTERNATIONALCOLOR: DARK TEAL
C5
C3C5C6
C2

COLOR & MATERIAL BOARD
COLOR TO MATCH MBCI SIGNATURE300 COLOR: SLATE GRAY
C7ARCHITECTURAL METAL PANEL: MBCIFINISH: SMOOTHCOLOR: "LIGHT STONE" LA HABRA STUCCO FINISHFINISH: SAND FLOAT 20/30COLOR: X-16 SILVER GREY 123
4 CONCRETE PAD3" SETBACK MIN.OPERATOR MOTOR
CONCRETE PADLEVEL W/TOP OF CURB6" ABOVE GRADE MINGRADE

OPERATOR MOTORW/MAINTENANCE ACCESSGATE GUARD
6'-0" MIN.

REQUIRED SCREENBARRIER.WROUGHT IRON RAILS &UPRIGHTS. COLORBLACK.2 3/8" ROUNDWROUGHT IRONTUBING. TYP. BLACK.40'-0" 7'-0"
4'-0"3" 34'-212"

WIND BRACING
CURB

TOP VIEW

FRONT VIEWCONCRETE FOUNDATIONCONCRETE FOUNDATION
REQUIRED SCREENBARRIER.OPERATOR MOTORW/MAINTENANCE ACCESS CONCRETE PAD3" SETBACK MIN.OPERATORMOTORPUBLIC SIDEPRIVATE SIDE3'-0"4"4"4" SQUARE METAL TUBEPOST (SEE ELEVATIONS) 4" SQUARE METALTUBE POST TOWELD METAL FENCEOR GATE. SEESTRUCTURAL FORFOUNDATION. 4HINGES MIN.GRADE

TOP VIEW

BUILDINGEXTERIOR WALL
9"
4"3'-0"4"
6'-0"
2 3/8" ROUND METALTUBING. TYP.

CONCRETE FOUNDATIONGRADE
PIER
6'-0"
HORIZONTAL CROSS MEMBER. W.I. COLORBLACK.WROUGHT IRON RAILS & UPRIGHTS. COLORBLACK.2 3/8" ROUND WROUGHT IRON TUBING.COLOR BLACK.C.M.U. PIER COLORBLACK 250 TO MATCHELEVATIONS. 6" ABOVE GRADE MIN
HINGES (TYP.,@ TRASHENCLOSURE GATES).SEE DETAIL 4/A-9.0.GATE PANEL:- 3"x 3"x 3/16" STL. ANGLE FRAME- 2" STL. DECKING PANEL- 2"x 3/16" STL. DIAGONAL BRACE- STL. HINGES WELDED TO POST AND FRAME- MITER, WELD & GRIND ALL CORNERS- SHOP PRIME & FIELD PAINT TO MATCHADJACENT SURFACE SIGNAGE, SEEDETAIL -/A--6'-0"9'-6"
CANE BOLT, GUIDES &SLEEVE. SEE DETAIL-/A---

GATE BOLT
STANDING SEAM METALROOF TO MATCHARCHITECTURALMETAL PANEL ONMAIN BUILDING.

SPLIT FACE CMU TO MATCHMAIN BUILDING
TUBE STEEL POST & BEAMS,SEE STRUCTURAL. STEELPRIMED AND PAINTED TOMATCH METAL PANEL ONTOWER. 9'-0"T.O. STEEL
10'-0"1'-4"1'-4"
13'-4"
8"8"
BIN 1BIN 2
CART1CART2

FLOOR PLAN
4" MIN.CONCRETESLAB OVEREXISTINGGRADECOORDINATEWITH CIVIL1%SLOPE 8" SPLIT FACECMU WALL,PAINTED ATEXTERIOR ANDINTERIOR SIDE.

TUBE STEELPOST,SEESTRUCTURAL.
6" HIGHCONCRETECURB
LINE OF METALROOF ABOVE.

STEELBOLLARD ATCORNER, TYP.
2" MIN.
1-1/2"CLR
INTERIOR GATE VIEWPLAN9"1"4"
EQEQSTL. ANGLE FRAMEFRAME FOR CANE BOLT5/8" Ø HOLE AT BOT. OFBOLT GUIDE ABOVE T.O. PAVINGSTL. ANGLE FRAME
LINE OF STL. ANGLE
1/2"Øx8" LONG STL.1-1/2"x1-1/2"x1/4" STL.ANGLE WELD TO FRAMECANE BOLT 8" CMU WALL6"x 6"x 1/4" TS GATE COLUMN WITH 1/4" CAP
8" CMU WALL6"x 6" TS GATE POSTGATE PANEL
B
A
STL. HINGES WELDED TO POST AND FRAME-MITER, WELD & GRIND ALL CORNERS-SHOP PRIME & FIELD PAINT TO MATCHADJACENT SURFACE 6" HIGH CONCRETE CURBPLAN
PLAN

GATE PANEL
STL. HINGES (SEE NOTE ABOVE)
15" MINIMUM
12" MINIMUM
MOUNT SIGN WHERE INDICATED INELEVATIONS @ 60" ABOVE FINISHFLOOR A.16AS NOTEDDETAILSTHIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 11/4" = 1'-0"LIFT GATE21/4" = 1'-0"PEDESTRIAN GATE
31/4" = 1'-0"TYPICAL PERIMETER FENCE
43/8" = 1'-0"KEY PAD SECTION51/4" = 1'-0"TRASH ENCLOSURE61/4" = 1'-0"TRASH ENCLOSURE71/4" = 1'-0"TRASH ENCLOSURE - PLAN 93/8" = 1'-0"GATE CANE VOLT
103/8" = 1'-0"GATE POST & HINDGE
83" = 1'-0"TRASH SIGN

BUILDING ABUILDING BBUILDING D
OFFICE &RESIDENCEMETEOR DR.MARY AVE.BLDG. C
HWY 280
HYD

VAN ACCESSIBLEPARKINGNOPARKING VAN ACCESSIBLEPARKINGMANAGERONLY HYD
HYD
HYD

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY HALLWAY HALLWAY 2STORAGE UNIT

STORAGE UNIT

STORAGE UNIT
1 39
12STORAGE UNIT

HALLWAY HALLWAY
HALLWAY HALLWAY7
5 +9-0 1/2"2nd FLOOR
+0-0"1st FLOOR
+17-6 1/2"3rd FLOOR
6+27-6 1/2"T.O.RD

STORAGE UNIT
STORAGE UNIT7
4 8
9HALLWAY
108
HALLWAY1 STORAGE UNIT
STORAGE UNIT9HALLWAY8
13/32"=1'-0" BUILDING A - PARTIAL SECTION LOOKING NORTH THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OFSERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDANARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THEPROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT"YEAR OF FIRST PUBLICATION 2018 JORDAN ARCHITECTS, INC.JOB NUMBER:SCALE:DATE: BAY AREA SELF STORAGECUPERTINO, CA17-606 01/25/2021 KEY PLANKEYNOTES A.17AS NOTEDBUILDING SECTION
1 1235678
4STEEL-FRAMED EXTERIOR WALL WITHSTUCCO FINISH. SEE ELEVATIONS. 910
8" CMU EXTERIOR WALL.CONC SLAB ON GRADE.

CONC. FOOTINGELEVATOR PENTHOUSE BEYOND ROOFING SYSTEMMETAL FRAMED INTERIOR WALLSROLL-UP DOORCMU PIER BEYONDCONC. OVER METAL DECK11NOT USED12PAVEMENT, SEE CIVIL.13PARAPET BEYOND. SEE ELEVATIONS.14FAN UNIT. SEE ELEVATIONS. 23/32"=1'-0" BUILDING A - PARTIAL SECTION LOOKING NORTH

ONE STORY METAL STORAGE BUILDINGONE STORY METAL STORAGE BUILDINGONE STORY METALSTORAGE BUILDINGONE STORYMETAL STORAGEBUILDINGONE STORY METALSTORAGE BUILDING

ONE STORY METAL STORAGE BUILDINGONE STORY METAL STORAGE BUILDING

BUILDING

BUILDING
(BASIS OF BEARINGS)N 89°53'26" E 514.94'
R=5658.00'D=2°33'59"L=253.43'
N 4°10'36" W 178.96'R=5741.99'D=1°28'05"L=147.12' R=745.00'D=4°59'52"L=64.98' S 45°50'49" W 316.14'
R=695.00'D=8°52'34"L=107.67'S 89°53'26" W30.33'R=600.00'D=24°44'06"L=259.02'

METEOR DRIVENATHANSON AVENUE
HIGHWAY 280
JUNIPERO SERRAI.E.E.(B569 O.R. 92)ROAD ESMT.(B319 O.R. 741) LANDS OF S.C.V.W.D.(B569 O.R. 92)

32.00' I.E.E.(B569 O.R. 92)SLOPE ESMT.(B319 O.R. 719)
PG&E ESMT(5929 O.R. 137)NON-ACCESS(6360 O.R. 249)NON-ACCESS(6444 O.R. 522) NON-ACCESS(6804 O.R. 315)

80.00' PG&E ESMT.(5929 O.R. 132)

80.00' PG&E ESMT.(B319 O.R. 741)

26.14'
S 88°23'23" W (R)N 78°38'01" W (R)
N 53°01'45" W (R)
N 39°09'20" W (R)SANTA CLARA COUNTYSTATE R/W
PARCEL "A"(362 M 46)4.034 ± ACRESFND 2.5"BRASS DISKN 89°57'35" W 181.27' S 0°00'51" W 186.70'30.00'N 89°53'26" E 56.14' (D=24°44'15")(L=259.05')
MARYAVENUES 89°59'09" E29.72'FND 2.5" B.D.,RCE 8718

CLEAN AIR/EV ONLYEVCEMPLOYEE ONLYVAN EVCEMPLOYEE ONLYSANTA CLARA COUNTY PARCEL "A"(362 M 46)4.034 ± ACRES
UPUP

CLEAN AIR/EV ONLYEVCEMPLOYEE ONLYVAN EVCEMPLOYEE ONLY
UPUP

NOPARKINGCLEAN AIR/VANPOOL/ EV

NOPARKING
SHEET NO.DATEOWNER

SHEET TITLE
PLEINDESIGN GROUPIRE3203 Lightning St., Ste. 201 // Santa Maria, CA 93455805.349.9695 // www.pleinairedg.com CLP-01

CONCEPTUALLANDSCAPEPLAN A,B, & C
MATCHLINE - A (SEE CLP-01)
CONCEPTUAL LANDSCAPE PLAN - A0102040NORTHSCALE : 1" = 20'-0"

LOC-N-STOR
21809
Bass Cupertino, LLC10121 Miller Avenue, #200Cupertino, California 95014T: 408.255.410010655 MARY AVENUE // CUPERTINO, CALIFORNIA 95014 2018.03.05
NORTHN.T.S.

SITEVICINITY MAP
Meteor Dr.

Freeway 280
Freeway 80Mary Ave.

1.MINIMUM PLANT SIZES:STREET TREES (24"BOX), SITE TREES (15 GAL.), SHRUBS (1 GAL.), GROUNDCOVER (FLATS)2.IRRIGATION SYSTEM TO BE INSTALLED AS A PART OF SITE CONSTRUCTION. SYSTEM SHALL BE UNDERGROUND,AUTOMATIC WITH POP-UP SPRAY HEADS, "SMART" CONTROLLER AND AUTOMATIC RAIN SHUTOFF. LOWPRECIPITATION RATE HEADS TO BE USED TO MINIMIZE RUNOFF.3.POINT OF CONNECTION FOR WATER SUPPLY, SHALL BE BY A NEW LANDSCAPE SUB METER.4.ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MEDIUM BARK MULCH AFTER INSTALLATION.5.ALL PLANT MATERIAL SHALL CONFORM TO THE CITY OF CUPERTINO OR STATE OF CALIFORNIA MODELWATER CONSERVATION ORDINANCE.6.ALL PLANTING AND IRRIGATION SHALL BE INSTALLED PER THE CITY OF CUPERTINO STANDARDS AND CODES.7.FOR SITE WORK, ARCHITECTURAL, AND GRADING/DRAINAGE INFORMATION SEE PLANS BY OTHERS.8.ALL AREAS BEYOND THE AREA OF WORK THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RETURNED TOORIGINAL CONDITION.9.DRAWINGS ARE FOR DESIGN AND REVIEW PURPOSES ONLY AND SHALL NOT BE USED AS CONSTRUCTIONDOCUMENTS.10.TREES PLANTED IN AN AREA LESS THAN 8' WIDE SHALL BE INSTALLED WITH A ROOT BARRIER TO PROTECTAGAINST HARDSCAPE DAMAGE.11.STREET TREES ARE TO BE SELECTED FROM THE CITY OF CUPERTINO APPROVED TREE LIST.

GENERAL NOTES
CONCEPTUAL LANDSCAPE PLAN - B0102040NORTHSCALE : 1" = 20'-0" CONCEPTUAL LANDSCAPE PLAN - C0102040NORTHSCALE : 1" = 20'-0" MATCHLINE - A (SEE CLP-01)
MATCHLINE - B (SEE CLP-01)
MATCHLINE - B (SEE CLP-01)
PLANT LEGENDTREESSYMBOLT1NAMESHRUBSSYMBOLS1NAMES2S3S4S5S6S7

GROUNDCOVERSSYMBOL
G3
NAME
G4G5

EXISTING TREETO REMAINCAREX DIVULSABERKELEY SEDGECARISSA MACROCARPANATAL PLUMCHONDROPETALUM TECTORUMSMALL CAPE RUSHCISTANTHE GRANDIFLORAROCK PURSLANEDIANELLA TASMANICA 'VARIEGATA'VARIEGATED FLAX LILYLANTANA CAMARA 'GOLD MOUND'GOLD MOUND LANTANAWOODWARDIA FIMBRIATAGIANT CHAIN FERNFESTUCA RUBRA 'MOLATE'MOLATE RED FESCUEMYOPORUM PARVIFOLIUM 'PUTAH CREEK'CREEPING MYOPORUM G2G1ACACIA REDOLENS 'LOWBOY'LOW BOY ACACIACOBBLESCOTONEASTER DAMERII 'LOW FAST'BEARBERRY COTONEASTERRE-USE EXISTING COBBLES EXISTING PEDESTRIAN PATHAND PUBLIC OPEN SPACE.NO WORK TO OCCUR

METEOR DRIVE

BUILDING 'B'

BUILDING 'C'
BUILDING 'C'G3COTONEASTER DAMERII 'LOWFAST'BEARBERRY COTONEASTERT1EXISTING TREETO REMAINS1CAREX DIVULSABERKELEY SEDGES5DIANELLA TASMANICA 'VARIEGATA'VARIEGATED FLAX LILYS7WOODWARDIA FIMBRIATAGIANT CHAIN FERNS1CARISSA MACROCARPANATAL PLUM G4FESTUCA RUBRA 'MOLATE'MOLATE RED FESCUEG1ACACIA REDOLENS 'LOWBOY'LOW BOY ACACIAS3LANTANA CAMARA 'GOLD MOUND'GOLD MOUND LANTANAS5CHONDROPETALUM TECTORUMCAPE RUSHS7CISTANTHE GRANDIFLORAROCK PURSLANEG5MYOPORUM PARVIFOLIUM 'PUTAH CREEK'CREEPING MYOPORUM

OVERHEAD POWER LINES
\\Kevin\c1\Drawing File\Jordan Architects\Loc-N-Stor\Landscape\Conceptual\CLP.dwg, 3/6/2018 8:28:17 AM

VAN ACCESSIBLEPARKINGNOPARKINGMANAGERONLY

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY

NOPARKING
SHEET NO.DATEOWNER

SHEET TITLE
PLEINDESIGN GROUPIRE3203 Lightning St., Ste. 201 // Santa Maria, CA 93455805.349.9695 // www.pleinairedg.com CLP-01

CONCEPTUALLANDSCAPEPLAN A,B, & C
MATCHLINE - A (SEE CLP-01)CONCEPTUAL LANDSCAPE PLAN - A0102040NORTHSCALE : 1" = 20'-0"

BAY AREA SELF-STORAGE
21809
Bass Cupertino, LLC10121 Miller Avenue, #200Cupertino, California 95014T: 408.255.410010655 MARY AVENUE // CUPERTINO, CALIFORNIA 95014 2020.11.13
CONCEPTUAL LANDSCAPE PLAN - B0102040NORTHSCALE : 1" = 20'-0" CONCEPTUAL LANDSCAPE PLAN - C0102040NORTHSCALE : 1" = 20'-0" MATCHLINE - A (SEE CLP-01)
MATCHLINE - B (SEE CLP-01)
MATCHLINE - B (SEE CLP-01)
PLANT LEGENDTREESSYMBOLT1NAMESHRUBSSYMBOLS1NAMES2S4S5S6S8S9GROUNDCOVERSSYMBOL G3
NAME
G4G5

EXISTING TREETO REMAINCAREX DIVULSABERKELEY SEDGECARISSA MACROCARPANATAL PLUMCHONDROPETALUM TECTORUMSMALL CAPE RUSHSALVIA LEUCANTHA 'SANTA BARBARA'SANTA BARBARA MEXICAN BOOK SAGEDIANELLA TASMANICA 'VARIEGATA'VARIEGATED FLAX LILYLANTANA CAMARA 'GOLD MOUND'GOLD MOUND LANTANAWOODWARDIA FIMBRIATAGIANT CHAIN FERN

FESTUCA RUBRA 'MOLATE'MOLATE RED FESCUEMYOPORUM PARVIFOLIUM 'PUTAH CREEK'CREEPING MYOPORUM G2G1ACACIA REDOLENS 'LOW BOY'LOW BOY ACACIACOBBLESCOTONEASTER DAMERII 'LOW FAST'BEARBERRY COTONEASTER T3PLATANUS X ACERFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANESTREET TREESYMBOLST1NAMEPISTACIA CHINENSISCHINESE PISTACHE S3CALAMAGROSTIS X A. 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS S7JUNCUS PATENSCALIFORNIA GRAY RUSH
T2EXISTING TREETO BE REMOVED
VINESYMBOLNAMEV1FICUS PUMILACREEPING FIG
T4PISTACHIA CHINENSISCHINESE PISTACHE
EXISTING PEDESTRIAN PATHAND PUBLIC OPEN SPACE.NO WORK TO OCCUR

METEOR DRIVE

BUILDING 'B'

BUILDING 'C'

BUILDING 'C'
G3COTONEASTER DAMERII 'LOWFAST'BEARBERRY COTONEASTERT1EXISTING TREETO REMAINS1CAREX DIVULSABERKELEY SEDGE G4FESTUCA RUBRA 'MOLATE'MOLATE RED FESCUE
G1ACACIA REDOLENS 'LOWBOY'LOW BOY ACACIAS8LANTANA CAMARA 'GOLD MOUND'GOLD MOUND LANTANAS4CHONDROPETALUM TECTORUMSMALL CAPE RUSH S5SALVIA LEUCANTHA 'SANTA BARBARA'SANTA BARBARA MEXICAN BUSH SAGEG5MYOPORUM PARVIFOLIUM 'PUTAH CREEK'CREEPING MYOPORUM

1.MINIMUM PLANT SIZES:STREET TREES (24"BOX), SITE TREES (15 GAL.), SHRUBS (1 GAL.), GROUNDCOVER (FLATS)2.IRRIGATION SYSTEM TO BE INSTALLED AS A PART OF SITE CONSTRUCTION. SYSTEM SHALL BE UNDERGROUND, AUTOMATIC WITHPOP-UP SPRAY HEADS, "SMART" CONTROLLER AND AUTOMATIC RAIN SHUTOFF. LOW PRECIPITATION RATE HEADS TO BE USEDTO MINIMIZE RUNOFF.3.POINT OF CONNECTION FOR WATER SUPPLY, SHALL BE BY A NEW LANDSCAPE SUB METER.4.ALL PLANTING AREAS SHALL RECEIVE A 3" LAYER OF MEDIUM BARK MULCH AFTER INSTALLATION.5.ALL PLANT MATERIAL SHALL CONFORM TO THE CITY OF CUPERTINO OR STATE OF CALIFORNIA MODEL WATER CONSERVATIONORDINANCE.6.ALL PLANTING AND IRRIGATION SHALL BE INSTALLED PER THE CITY OF CUPERTINO STANDARDS AND CODES.7.FOR SITE WORK, ARCHITECTURAL, AND GRADING/DRAINAGE INFORMATION SEE PLANS BY OTHERS.8.ALL AREAS BEYOND THE AREA OF WORK THAT ARE DISTURBED BY CONSTRUCTION SHALL BE RETURNED TO ORIGINALCONDITION.9.DRAWINGS ARE FOR DESIGN AND REVIEW PURPOSES ONLY AND SHALL NOT BE USED AS CONSTRUCTION DOCUMENTS.10.TREES PLANTED IN AN AREA LESS THAN 8' WIDE SHALL BE INSTALLED WITH A ROOT BARRIER TO PROTECT AGAINST HARDSCAPEDAMAGE.11.STREET TREES ARE TO BE SELECTED FROM THE CITY OF CUPERTINO APPROVED TREE LIST.

GENERAL NOTES
FUTURE CITY OF CUPERTINOPEDESTRIAN PATH. NOT A PART.

S7JUNCUS PATENSCALIFORNIA GRAY RUSHT2EXISTING TREETO BE REMOVED S3CALAMAGROSTIS X A. 'KARL FOERSTER'KARL FOERSTER FEATHER REED GRASS NORTHN.T.S.

SITEVICINITY MAP
Meteor Dr.

Freeway 280
Freeway 80Mary Ave.

VAN ACCESSIBLEPARKINGNOPARKINGMANAGERONLY

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY

VAN ACCESSIBLEPARKING

NOPARKING
SHEET NO.DATEOWNER

SHEET TITLE
PLEINDESIGN GROUPIRE3203 Lightning St., Ste. 201 // Santa Maria, CA 93455805.349.9695 // www.pleinairedg.com CLP-02

TREEREPLACEMENTPLAN
TREE REPLACEMENT PLAN0204080NORTHSCALE : 1" = 40'-0"
NORTHN.T.S.

SITEVICINITY MAP
Meteor Dr.

Freeway 280
Freeway 80Mary Ave.

BAY AREA SELF-STORAGE
21809
Bass Cupertino, LLC10121 Miller Avenue, #200Cupertino, California 95014T: 408.255.410010655 MARY AVENUE // CUPERTINO, CALIFORNIA 95014 2020.11.13
TREE REPLACEMENT LEGENDTREESSYMBOLT1NAME30SIZEQTY.EXISTING TREETO REMAINT3 7PLATANUS X ACERFOLIA 'BLOODGOOD'BLOODGOOD LONDON PLANE36" BOXT2 8EXISTING TREETO BE REMOVEDT4 1PISTACHIA CHINENSISCHINESE PISTACHE24" BOXSTREET TREESYMBOLST1NAME1SIZEQTY.PISTACIA CHINENSISCHINESE PISTACHE24" BOX T3
T3T3T3T3
T3T4
NOTE:FOR MORE INFORMATION SEE THE ATTACHED ARBORIST REPORT & CLP-01.

T3
SHEET NO.DATEOWNER

SHEET TITLE
PLEINDESIGN GROUPIRE3203 Lightning St., Ste. 201 // Santa Maria, CA 93455805.349.9695 // www.pleinairedg.com CLP-02

PLANTIMAGERYLOC-N-STOR
21809
Bass Cupertino, LLC10121 Miller Avenue, #200Cupertino, California 95014T: 408.255.410010655 MARY AVENUE // CUPERTINO, CALIFORNIA 95014 2018.03.05
Lowboy AcaciaBearberry CotoneasterMolate Red FescueCreeping MyoporumBerkeley SedgeNatal Plum Small Cape RushRock PurslaneVariegated Lily TurfGold Mound LantanaGiant Chain Fern NOTE:PLANT IMAGERY SHOWN IS REPRESENTATIVE ONLY.FINAL SELECTIONS MAY VARY. SEE CONCEPTUALPLANTING LEGEND FOR MORE INFORMATION. \\Kevin\c1\Drawing File\Jordan Architects\Loc-N-Stor\Landscape\Conceptual\CLP.dwg, 3/6/2018 8:28:20 AM

VAN ACCESSIBLEPARKINGNOPARKINGMANAGERONLY

EVCEMPLOYEE ONLYNOPARKINGCLEAN AIR/EV ONLYVAN EVCEMPLOYEE ONLY

VAN ACCESSIBLEPARKING

NOPARKING
SHEET NO.DATEOWNER

SHEET TITLE
PLEINDESIGN GROUPIRE3203 Lightning St., Ste. 201 // Santa Maria, CA 93455805.349.9695 // www.pleinairedg.com CLP-03

PLANT IMAGERY& AREA MAPBAY AREA SELF-STORAGE
21809
Bass Cupertino, LLC10121 Miller Avenue, #200Cupertino, California 95014T: 408.255.410010655 MARY AVENUE // CUPERTINO, CALIFORNIA 95014 2020.11.13
Lowboy AcaciaBearberry CotoneasterMolate Red FescueCreeping MyoporumBerkeley SedgeNatal Plum Small Cape RushSanta Barbara Mexican Bush SageVariegated Lily TurfGold Mound LantanaGiant Chain Fern NOTE:PLANT IMAGERY SHOWN ISREPRESENTATIVE ONLY. FINALSELECTIONS MAY VARY. SEECONCEPTUAL PLANTING LEGENDFOR MORE INFORMATION.

LANDSCAPE AREA MAPNORTH
Karl Foerster Feather Reed Grass
California Grey RushBloodgood London PlaneChinese Pistache LANDSCAPE AREA: 24,494 SQ. FT.

Cupertino City CouncilJanuary 18, 2022

Cupertino City Council
January 18, 2022