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TUP-2015-06b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council members Chairman and Planning Commissioners From: Aarti Shrivastava, Director of Community Developmentf�✓�i��'n� �'� �' Prepared by: Piu Ghosh, Senior Planner Date: October 5, 2015 Subject: Director's Temporary Use Permit, TUP-2015-06, to allow temporary trailers for a period of one year to facilitate construction activities at 10600 N. Tantau Avenue (Apple). Chapter 19.12.030 of the Cupertino Municipal Code allows for administrative approval of a temporary use permit, authorizing the use of a site in any zoning district for a temporary use. The Director reports his/her decision to the City Council & Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION The applicant, Mike Mills, on behalf of Apple, is requesting approval to allow the installation of temporary trailers for one year in the parking lot of the subject property. The temporary trailers are needed for ongoing construction at the Apple Campus 2 project site. The subject property is at the southeast intersection of Pruneridge Avenue and N. Tantau Avenue, bounded by N. Tantau Avenue and the main office building to the west, single family residential in the City of Santa Clara to the east, Calabazas Creek to the south, and Pruneridge Avenue to the north. The applicant is proposing to install: ■ Two construction trailers 60 feet by 84 feet in size ■ One Bathroom trailer 60 feet by 12 feet in size ■ Required accessibility ramps and railings The temporary trailers are proposed along the eastern edge of the parking lot, will reduce the site's on-site parking by approximately 77 spaces and require the removal of trees within the landscape planters within this area of the parking lot. Due to the reduction in the on-site parking spaces, Apple is proposing to require the contractors sited at these trailers to park at the Main Parking structure on the Phase 1 portion of the project. These TUP-2015-06 10600 N. Tantau Ave Temporary Trailers Page 2 trees are already approved to be removed as part of the approved Apple Campus 2 project and appropriate replacements will be planted upon removal of the trailers. ACTION The Director of Community Development deems this application as minor, and approves the temporary power generator subject to the following conditions of approval. 1. APPROVED PROTECT This approval is based on the plan set entitled "Apple Campus 2 Tantau 4 Trailers" consisting of 6 sheets (C-T4T-0001, C-T4T-0002, C-T4T-1301, C-T4T-2001, C-T4T-2011, P2.0) dated 08/28/15, except as may be amended by the following conditions. 2. ACCURACY OF PROTECT PLANS The applicant/property owner is responsible to verify all pertinent property data including, but not limited to, property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any project data may invalidate this approval and require additional review. 3. DURATION The temporary generator and all associated equipment shall be removed from the site no later than 1 year from the date of this permit. The applicant shall apply for a new Temporary Use Permit should the applicant need the trailers to remain onsite. 4. BUILDING PERMIT REQUIRED Issuance of a building permit shall be required prior to installation of proposed facilities. 5. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions set forth shall be attached to, incorporated into, or annotated on the first page of the building plans. 6. NOISE Noise shall not exceed the maximum Daytime and Nighttime exposure limits prescribed in Chapter 10.48 of the City of Cupertino Municipal Code. 7. CONSULATION WITH OTHER DEPARMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. TUP-2015-06 10600 N. Tantau Ave Temporary Trailers Page 3 8. INDEMNIFICATION Except as otherwise prohibited by law, the applicant shall indemnify and hold harmless the City, its City Council, and its officers, employees and agents (collectively, the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against one or more of the indemnified parties or one or more of the indemnified parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The applicant shall pay such attorneys' fees and costs within 30 days following receipt of invoices from City. Such attorneys' fees and costs shall include amounts paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. 9. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. This approval of the temporary use permit is effective October 5, 2015. The fourteen calendar day appeal period will expire on October 19, 2015. Attachments Attachment 1 - Plan Set G:\Plann ing\PDREPORT\DlRreports\T UP REPORTS\2015\T UP-2015-06.docx �M,��e. ,.�,��a,.�..�.�„�«�m. z N eM.�:.w+�.a.i�i�y:e n�n..�M.s+�a.d oc.,�.. 3.N Mrer�zlme�hal x ver1AM m apa oebe prcwnlhp xAln IM.orF. antau 4 Trailers - General Notes, Abbreviations, and Legend .F�=,�.`.��w��°�WA��'.�` �.a�� s�.,.��,��.,�..oaodm�..ro �.�.�.,�. City of Cupertino Department of Public Works General Notes Governing Codes and Design Guidelines Abbreviations Legend 1. Approval of these plans does not release the Owner and/or Contractor of the responsibility for the -ADA Standards for Accessible Design,2010 correction of mistakes,errors,or omissions contained therein.If during the course of construction -City of Cupertino Municipal Code AC ASPHALTIC CONCRETE Existinp improvements,public interest requires a modification ot/or a departure from the plans or -State Water Resources Control Board(2009).Order 2009-0009-DWQ,NPDES AD AREA DRAIN speafications the Public Works Director shall have the authority to require modifications and to -General Permit No.CAS000002:National Pollutant Dischar es Elimination S stem BGL BOTTOM OF GRAVEL LAYER (E)Contour Line (E)Catch Basin/Drainage Inlet specify the manner in which the same is to be completed,at the sole expense of the Owner and/or -(NPDES)Cal'rfornia General Permit for Storm Water Discharge Associated wifh Construction and BSL BOTTOM OF SOIL LAYER Contractor. Land Disturbin Activities BSW BACK OF SIDEWALK - E -(E)Electrical 2. Contact Public Works,(408)777-7604,for inspection of grading,storm drainage,and public -State Water esources Control Board(2010).Order 2010-0014-DWQ,NPDES BW BOTTOM OF WALL `, (E)Storm Drain Manhole improvements. -General Permit No.CAS000002:National Pollutant Discharges Elimination System CAN CABLE TELEVISION BOX -(NPDES)Calffornia General Permit for Storm Water Discharge Associated with Construction and CB CATCH BASIN - G-(E)Gas A (E)Flowline Land Disturbing Activities CO CLEAN OUT � 3. All public improvements must be completed prior to occupancy. -Santa Clara Countv Drainage Manual,2007 CONC CONCRETE (E)Joint Trench J (E)Sanitary Sewer Cleanout 4. Contractor is responsible for dust control and insuring the area adjacent to the work is left in clean -NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances,2013 DI DRAIN INLET condition. -Cal'rfornia Oepartment of Transportation Standard Specifications 2010 DWY DRIVEWAY • E Sanita Sewer Manhole -Cal'rfomia Department of Transportation Highway Design Manua�,2012 DWY LIP ORIVEWAY LIP ---- ;�p ----(E)Storm Drain � � � rY 5. Contractor shall review City Detail 6-4 on tree protection prior to accomplishing any work or -Standard Specifications for Public Works(Greenbook),2012 E EXISTING removing any tree. -AASHTO A Policy on Geometric Design ol Highways and Streets(Greenbook),6th Edition,2011 EB ELECTRICAL BOX -CASQA Stormwater BMP Handbook Portal:Construction,November 2009 EC END OF CURB -SS-(E)Sanitary Sewer ELE ELEVATION . Utilize Best Mana9ement Practices(BMP's),as required by the State Water Resources Control EP EDGE OF PAVEMENT - 7 -(E)Telecommunicatlons Board,for any activdy,which disturbs the soil. EV ELECTRICAL VAULT EX EXISTING 7. A work schedule of grading and Erosion 8 Sediment Control Plan shall be provided to lhe Cily FC FACE OF CURB -FO-(E)Fiber Optic Engineer by August 15.No hillside grading shall be performed between October 1 to April 15. Governing Agencies FF FINISH FLOOR FI FIELD INLET - yy-(E)Water 8. All new electrical service(power,phone,and/or cable)shall be under ground. FL FLOW LINE FNC FENCE -Fg-(E)Fire Service 9. To initiate release of bonds,contact the Public Works Inspeclor for Final Inspection. FW FACE OF WALL 10. All downspouts to be released to the ground surface,directed away from building foundations and -Storm Dreinage-City of CuPertino Public Works GB GRADE BREAK directed to tandscaped areas. -Sanitary Sewer-Cupertino Sanitary District GM GAS METER -Potable Water,Recycled Water,and Fire Service-Cal Water GRD GROUND ELEVATION 11. Prlor to beginning any work withln the Publlc RIght of Way,the Contractor wlll be responslble for -Electricity and Gas-Pac�c Gas and Electric GR GRATE ELEVATION pulling an encroachment permit from the Public Works Department. -Telecommunicatfons-Verizon,AT8�T,and Comcast GV GAS VALVE -Demolition-City of Cupertino Public Works HCP HANDICAP PARKING 12. A licensed land surveyor or authorized civil engineer will prepare and submit,to the Public Works -Temporary Sediment and Erosion and Control-Santa Clara Valley HR HANDICAP RAMP Dept,an elevation certtflcate for the new structure/addition. Urban Runoff Pollution Protection Program HP HIGH POINT „ o��z,,,s PmMReepon�eroGommen¢ Mo -Fire Service-Santa Clara County Fire Department INV INVERT oo ��,z,5 P.�,.S« MD -Roadway Improvements south of the Homested Centerline-City o(Cupertino IRRIG IRRIGATION � o��z�„s �.y�� -Roadway Improvements north of the Homestead Centerline-City of Sunnyvale LF LINEAR FOOT Rw. o�. R�„�,F«�,.�,. ��k GGCI@raI NOt@S -Roadway Improvements in proximity to the Creek-Santa Clara Valley Water District LIP GUT LIP OF GUTTER LP LOW POINT MIN MINIMUM MAX MAXIMUM „��,,,, 1. Topographic survey utility information shown on these plans was obtained November 15th, PVMT PAVEMENT o 2012 irom Kier 8 Wright surveyors,dated November 15,2012. PGBE PACIFIC GAS&ELECTRIC -The existing conditions depicted on ihese plans have not been verified.Contractor shall Santa Clara Count Fire De artment Notes PM PARKING METER field verify all existing conditions and reporting any discrepancies to the Owner prior to y p PROF' PROPOSED beginning any new construction. PRK PARKING -Basis of Bearings:See general survey notes from Kier&Wright surveyors,G-1250 R RADIUS 11/14/12,dated November 14,2012. 1• A cbsure application with plan,implementation and approved SCCFD final inspection shall be � RIGHT OF WAY -Topographic Benchmarks:See general survey notes from Kier 8 Wright surveyors,G-1250 completed before the demohtion of this facility can beg�n.The dosure plan shall describe RET RETURN 11/14/12,November 14,2012. procedures for terminatin the above ground storage areas in a manner that:1)Minimizes the need S SLOPE � -This survey was supplemented by follow-up field survey by Luk and Associates for further maintenance;b�Controls to the extent that a threat to public health or safety or to the SD STORM DRAIN -Property Line information on these plans has been obtained from Kier&Wright surveyors, environment from residua hazardous materials in the storage facility is minimized or eliminated;c) SS SANITARY SEWER • � dated March,2014-Parcel Map. Demonstrates that hazardous materials that were stored and removed,disposed,neutralized,or ST STREET D -Control oint information on these plans has been obtained from Sandis surveyors,dated reused In an appropriate manner.(CFC 5001.6) TEL TELEPHONE g TSL TOP OF SOIL LAYER p March,2 14"213103CONTROL.dw" 2. No demolition activities shall be conducted without prior written Fire Department approval. TV TELEVISION O � -Field information from Subdynamic Locating subcontractor (T) TOTAL -As-built informaion from Kier&Wright and Sandis 3. OwnedContractor to comply with standard,detail and specification SI-7 of this department regarding (TYP) TYPICAL 2. Geotechnical report:See"Geotechnical Investigation Apple Campus 2,Phase 2 Tantau construction site safery and provisions of California Fire Code Chapter 33-Fire Safety During UV UNDERGROUND VAULT N � Avenue Cupertino,CA"prepared by Langan Treadwell Rollo,dated June 16"2014.Also see Construction and Demolition. W WATER Apple Campus 2 overall project report:"Geotechnical Interpretive Report"prepared by Arup, WB WATER BOX O dated April 30,2013. 4. Flre protectlon features of the buildlngs shall remain active until the latest opportunity prior to WV WATER VALVE building demolition.Provide written documentation to this department upon fire protection system 3. Contractor shall call'USA North'(1-800-227-2600)at least 48 hours prior to excavation. deactivation due to building demolidon activities. 5. On-site fire h drant s stems shall remain active until buildin s have been demolished. FOSt@r�'Partl�e�S . Contractor shall be responsible for the security and job safety.Construclion activities shall Y Y g be in conformance with CaUOSHA standards and local requirements. �Cr�tle��zG,F�a 6. Approved fire department site access to all portions of the complex under demolition shall be L� rn MN 5. Existing fire h drants around site perfineter will remain in place aspo ssible during prowded at all times. .a4 cQ_o��dw55 construction. ccess to hydrants and valves to be maintained at all times.Fire protection to c.aa�oi:v7rda�im aFmn.+r.m�.rsmio be maintained at all times during construction to satisfy requirement a�d approval of the Santa Clara County Fire Department and City of Cupertino,including all provisions for temporary service. LUk 811C�ASSOCIat@S ,��k��,,. eneral Notes(continued) „�,��„�„ 6. This package of construction documents is submitted for approval by the City of Cupertino w�.:,s,o n��aee for the work described herein.Separate packages have/will be submitted for approval of of o-site streetscape improvements(Package#3 Apple Campus 2 Sireetscape and Roadway ......�wma.�.�.� Improvements). 7. Contractor must obtain and comply wilh a Santa Clara Valley Water District creek �9• If archaeological material are uncovered during grading,trenching or olher on site encroachment peRnit prlor to start of constructlon wlthln�Istrict rlght-of-way. excavation,earlhwork occurring within 100 feet of these material shall be stopped until a professional archaeologist,who is cert�ed by the societv of California archaeology(SCA) 8. All surface expressions shall be set to finished grade,unless otherwise noted.In turf lawn and/or the society of professional archaeolo9Y(SOPA)I�as an opportunity to evaluate the areas,surface expressions shall be set flush to finished grade of planting soil,prior to sod significance of the find and suggest appropnate mitigation measures'rf deemed necessary. installation. 20. Floodplain FEMA map dated February 25",2010 shows Project Are in Zone X in the 500 9. All surface expressions In paving shall be a minimum of 6 inches from the edge of paving. year flood plaln with 0.2°/a annual chance of flooding. Surface expressions shall not span both pavin and planting,or the transition beriveen two 2�, Bird surveys will not be requried from Sept 1 st to January 30th different paving materlals.Contractor shall notf�y the Landscape Archltect and the Engineer if conflict occurs. 10. All surface expressions In paving or in close proximIty to paving shall al'�n parallel/ perpendicular with adjacent edge orjoint layout in field.In areas where there are multiple Clt Of CU ertino Buildin De artment Notes surface expressions in close proximity,the various fi�ctures shall be organized and in y p 9 p alignment with each other.All surface expressions in paving shall be reviewed and coordinated with Landscape Architect for finish,location and alignment. 11. Contractor to verify with local Fire Marshal the location,orlentation,and configuration of fire 1, Project shall comply with the 2013 California Building Code(Base code 2012 IBC),2013 CA system appurtenances,including but not limited to hydrants,fire department connections, Residential(2012 IRC),2013 CA Plumbing(2012 UPC),20j3 CA Mechanical(2012 UMC),2013 and post indicator valves and confirm that appurtenances are constructed in confortnance CA Electrical(2011 NEC),2013 CA Fire(2012 IFC),2613 CA Energy Code,and the Cupertino with Santa Clara County Fire Department standards. Municipal Code. 12- The Project will comply with mitigation measures listed in the Environmental Impact Report, �pFESSIpN, dated October 2013 and the items listed in the Conditions of Approval per Devebpment - �� Permit Resolution No.13-084 dated October 15th 2013. Q� '�� _ �� t"') � �� V �'i�p F „ ..:�b ��...�eua.rr 13. Should it appear that the work to be done,or any matter relative thereto,is not suKciently �.�,.�:._ �--- -._ �-�,��_-� o .., .., ,�.: .._. . detailed or explained on these plans,the contractor shall contact luk and associates at(510) ` C.40t 6 A 724-3388 for such further explanations as may be necessary. 14. The engineer assumes no responsibility beyond the adequacy of this desi n contained r�� j�� / "� r�)c) `!� �tV11.��r herein,Any deviations or changes in these plans without offiaal a proval y the design �;��i��' s � �-t..,� �rF OF CA�\ engineer shall absolve the design engineer of any and all responsi Nity of said dewation or - change. "` .. • � a.M 15. The construction contractor agrees that in accordance with generally accepted construction LI Apple Inc. practices,the construction contractor will be required to assume sole and complete y�: ,. . �� t responsi i ity for job site conditions durin9 the course of construction of the projed,including re ,_ , ,_;.�,� _._. safety of all persons and propeM•that this requirement shall be made to apply continuously -� � �- and not be limited to normal workin�hours,and the construction contractor further agrees to defend,indemnify and hold the design professional harmless from any and all liability,real or a eged,In connectlon wlth the performance of work on thls project,excepting IfablUty arlsing o,� from the sole negligence of the design professional. 16. Contractor to verify conditions and notify the architect/engineer of any discrepancies before Apple Campus 2 start of construclion. 17. The contractor shall properly coordinate his work with the work under other contracts that Tantau 4 Trailers may be undervvay concurrentty with this project area. 18. The contractor shall not disturb or destroy any permanent survey points without the consent of the city engineer.An permanent monuments or points disturbed or destroyed shall be � replaced by a registere�citil engineer or Iicensed land surveyor at the contractor's expense. T211t2U 4 Tfellefs General Notes �,� �. ,d.a,�,E, 13005A10 OS/27/15 � C-T4T-0001 01 �,��e. .�o ml arpe baWps.OYnenabns 9ovem. antau 4 Trailer Permit - Scope, Notes, Sheet Index and Keymap �N��°�K�811��..�k.. a.a e�.w�..nr n..emka�.ne eeo-,re o.a�ectp .wi�ma w«x. a Fos�«-vemx...�x�annea n.rnre oi.r.y a�x,ew�cb.. 5.My�rwc Inat IW an Fic 5MN a�a ppoJnN�aM IMcaM Wy. Building Information and Scope of Work Sheet Index Demolition Notes Utility and Drainage Notes Building Information Building Address APN# C-T4T-0001 Civil Notes 1• Demolition work shall include removal of all existing buildin9s,asphalt concrete,site utilities, 1. The existence and location of any underground utilities,pipes and/or sidewalks,concrete pavement,steel brecing,concrete footmgs,parking lot fencing,light structures shown on this survey were obiained by a search of available Tantau 04 70600 N.Tantau Ave 316-18-035 C-T4T-0002 Civil-Notes,Index&Keymap exterior flxtures,extenor walls,roofing system,and other items,w�thin the propeKy line,unless records.The contractor shall notify underground service alert for utility othervvise noted.Contractor to refer to landscape drawings,future design packages,and locatlons 48 hours prior to pothole or excavat(on.The U.S.A.number consult wlth Owner and Owner's arbortst for demolltlon af slte perlmeter,tree protectlon and shall be kept on the job site.The contractor shall ascertain the true Scope of Work Demolition Drawing tree relocation. location,size,and depth of any underground utilities prior to any construction,and shall be responsible for damage to any public or C-T4T-1301 Demolition Sheet 1 of 1 Z• The contractor is responsible for identifving the detailed scope of demolition before submitting private utilities,shown or not shown hereon.Contractor may have to nstallatlon of(2)temporary trailers 5,120 square feet each and(1)bathroom trailer 720 square feet ( � its bid/proposal to perform the work and shall make no claims and seek no additional relocate existing utilities or field adjust proposed improvement as for construction staff.Installation of trailers will require demolition and construction of utiliry service. com�ensation for changed conditions or unforeseen or latent site conditions related to any required.Contractor shall notify the en9ineer prior to continuing the Trailers will be Occupancy Group B and Type of Construction VB Layout and Utility Drawing conditions discovered during execution of the work. construction.The contractor is respons�ble for coordination witfi all 3. The demolition limits depicted in the plans is intended to aid the contractor during the bidding necessary utlllty companles for any relocaUon of their facllltles. C-T4T-2001 Layout and Utilities(Sheet 1 of 1) and construction P ry Permit Information Permii# process and is not intended to de ict each and eve element of demolition. 2. The contractor shall expose and check inverts on existing storm drain, C-T4T-2011 Section View(Sheet 1 of 1) sewer,water main,joint trenches and clearances of known crossings Installation of Trailer,utilities services and Demolition of associated site 15080118 4. Contractor to comply with all applicable City of Cupertino requirements,standards and or other utilities before constructing new pipelines.Construction of specifications. gravity lines shall be the first utilities installed and construction shall start at the downstream connection points. 5. Demolition phasing work plan shall be submitted by demolition contractor indicating sequence oi work,access to site,routes to be used by trucks and other vehicles,location of site parking 3. The contractor shall verify location of existing sewer,storm drain, Planning Information and staging areas and locations of fences and barricades. waterline and conducl all construction operations in such a manner that the existing utilities are not damaged whatsoever. 6. Demolition contractor must provide and maintain all temporary measures to control dust, noise,air quality,erosion and sediment and waste co�trol in compliance with all applicable 4. The contractor is responsible for coordinating his work to avoid -Approximately 80 people will occupy the trailers -Apple will apply for a temporary use permit each year it chooses to use the federal,state,local code and regulations,project SWPPP,project conditions of approval and conflicts between sewer laterals,storm drain lines,water mains,gas -Sub-Contractors working in the trailers will be required to park in the southern trailers mitigation monitoring and reporting program. lines,and other ulilities. parking structure on the AC2 Main Site -Trees within the landscape islands in the parking lot will need to be removed to �• Clearing work shall not begin until temporary soundwall,fences,barricades,erosion-sediment 5. Existing active utilities must not be interrupted until the utility company control measures,warning signs and other pedestrian control devices are installed. has provtded alternative service facilities. -People occupying the trailers will walk from the parking structure,along Tantau facilitate trailer installation.These trees have been identified as removals on the and along Pruneridge to access the trailers. original tree disposition plan,approved in 2013. a• Prior to demolition,Conlractor shall coordinate with Architect and Owner for items to be 6. Contractor shall adjust all existing utilities to grade affected by salvaged. construction. 9. All existing emergency systems within the buildings shall be maintained in place,(i,e., 7. Connections with off-site drainage to be coordinated with Apple sprinkler system,corndors,alarm system,emergency lighting)until immediately pnor to Campus 2 Package#3 drawings.Points of connection may vary based demolition. on field verification of existing utility information and consultation with utility providers to confirm capacity constraints. � � 10. Demolitlon contractor shall establish a safety program to minlmlze dangers of flre,collapse, „ oa,,,,,5 P�,,,,,,R�„�,a�a,,,,,,e�„ Mo �,,�,�:�$ � �' e P 8. Refer to Landscape Architect drawings for drainage systems in � �+z+5 �«��« Mo : �# `�� (,i��' .-�("�'� -[,)�� L j panic and ex losion. landscape areas includ�ng:sofl landscape drainage including bul not °° °'�'^� ''Y��•"�^�^� MD � � � LL� �:"'i � 11. Trash,lumber,debris or other materials considered to be flammable or hazardous shall not be limited to tree pit drains and turf sub drains;hard landscape drainage a«. o.� RaaeonFwlsw� ��. ...r,�*+�»..�,.�.,-.�••�-.H.. . .,_ . • .. � s t o r e d o r a l l o w e d t o a c c u m u l a t e i n q u a n t i[i e s t h a t e n d a�g e r l i f e o r p r o p e rty, inc lu ding but not limited to seating areas and paths. . f � 12. Demolition contractor shall contact utflity providers to shut-off,and/or remove any-utility 9. Trash capture shall be"Wavy Grate"by Gentile Famil Industries or K„,p,,,, '�� service rior to removal of utility lines. p � � �J� ' P Demolition contractor is res onsible for removal of approved equlvalent from ap roved City of Cupertlno t�ash capture � � minor utllitles throu hout the slte such as I e.Irrigatlon,minor electrical,and 0 �� , � telecommurncaUons,etc.)that are not shown on the survey.Minor utililies may be required for on drewings. .�--«�^��-- -' ` ' �''""' � . 9 l• device list.Grate to be instal ed in manholes and catchbasins identified � _ � site perimeter operations,consult with Owner. � 10. Bioretention areas and flow through planters to be constructed in � 13. Direct access to fire hydrants,fire department connections and fire alarm stations must be accordance with the stormwater details.Should a conflict occur iniorm �t �t {.�tY �� • easily visible at all times.Provide fire extinguishers;number and type suitable for type of fire the Landscape Architect and site supervisor prior to commencing work. O�ii�i 1�iia3� x�,�._ ,. � .,,......v.. ! � � --- associated with the hazards present. � ' � j 14. Demolition contractor shall provide and post on site an emergency fire procedure plan for 11. Junction points for the building services utility trench will provide evacuation and containment of fire. access and shut off points for all services.These include the following: � � Manholes for electrical infrastructure � r^ i 15. Existing subsurface utilities within project limit,that are no longer required,shall be removed. - Manholes for telecommunications infraslructure � � i Refer to topographical survey for size of existing utilities.Existing uttlities greater than seven - Gates valves for all water related tnfrastructure(DW/FW) 0 � i � feet below proposed finished grade in future landscapes may be abandoned in place by filling O a � i � with sand or groul,with Owner approval. 12. Unless otherwise shown i�plan,utility connections to buildings shall � be terminated five feet from face of building/basement.Refer to � � � 16. Prior to demolition,Contractor shall verifv the status of the utilities servicing surrounding building plans for continuation. � � e streets/network/buildings/Private Apple fiber network and mitigate disruptions accordingly. ! � � Refer to Temporary Utility Plans,by Others. 13. Drawlngs provide schematic layouts and show deslgn Intent(utlllty N � sizin9,diagrammatic routing,inverts for gravity systems,manhole Q � i � 17. PG&E/CAL Water will provide demolition drawings at a later date,to cut off services, locations etc.),however final routing cross-connections,coordination � � ; coordination required. and exact location of utifities in the field will be determined by the c°�`�a``°�. Foster+Partners i � j 18. Demolition work must proceed in phases such that removal and abatement of hazardous i � � materials occurs first.Transite/asbestos pipe is known to be on site. 14. Vaults for electrical infrastructure shall be provided at a minimum every � 500 feet,or where cumulative degree of bends exceeds 270 degrees. `�°��'°°n"°°'°,F°°° � ! 19. Contractor shall include plans for handling and disposal of asbestos-containin9 materials,lead �«�^^^��•^� � , r.natm:onasoass j � based paints,lead-containg materials,mercury containing lamps,mercury swdches, 15. Vaults for telecommunications infrastructure shall be provided at a F.<a,��:o��a„�, i'Fwpr+P�nnert20t0 � � i radioactive isotope smoke detectors,waste ofl(rom equipment,reiri�erants from HVAC minimum every 500 feet,or where cumulative degree of bends ! � equipment.Refer to Enviommental reports provided by Owner.EKI s Drafl Environmental exceeds 180 degrees. ► � � Management Plan annotated outline dated January 23rd,2012 shall be reviewed by the Luk and Associates � ! � Contractor. 16. The proposed electrical and gas from the utility stub to the ,,,,,,,,,,,b,�p�,,, � � i 20. Contractor to consult wlth Owner to determine K a soll management plan Is requlred.The soll efeeec e�only Refe to Joint utility�drawings by Sun�shine De ign for �.�i m��.�� management flan should include procedures for visual inspection of the soil in the vicinity of details. �.��a..� � the former US areas and hazardous waste storage area and screening tor the presence of � � VOC or petroleum hydrocarbon impacts.If impacted soil is encountered during redevelopment, 17. Utility separation requirements are as follows: i i � such soil should be managed in accordance with applicable laws and regulations.Post - SS/DW or FW 10'horizontal,1'vertical,DW/FW must � excavation confirmation soil sampling should be performed to verify. cross over SS ' ! � SD/DW or FW 5'horizontal,1'vertical ! ! � 21. Existing lime treated sub9rades under roadways/structures may require off haul or use under - Dry Utilities/wet utilities 3'horizontal,1'vertical structures to prevent mfxmg wlth landscape sdls. i '�.� 18. Utilities over podium/basement shown for reference only.Contractor -•-•-•-•-•-•-•-•-.-•-•1 22. All new construction and demolition of commercial buildings must comply with City of to see architectural and landscape details to determine buildup ! Cupertino ordinance CMC 16.72.050 for construction 8 demolition debris diversion.Contractor requirements and interaction basement structure.Civil scope for � to review city of Cupertino ordinance CMG 16.72.050 requirements prior to Bid/Proposal to utilit�es begins 5 feet outside of building. i perform demolition work. 19. Sanitary sewer piping shall be at a minimum of 2%slope. i� 23. Quantities and locations of transite pipe are unknown. r-._._._._._._._._._._.� _ 20. Cast-in-Place Concrete for utility work 3,000 PSI or reater will require � � � concrete sampling per Apple's requirements for AC�Project. � � I 1 � 1 1 I 1 ; j Tantau4 � Temporary Erosion and Sediment Control Notes � �10600 N.Tantau Ave � : 1 1 j 1 1 j ► � j The following soil stabilization measures shall be provided during construction as 1. The temporary erosion and sediment control measures for this work fall under the 12. required to minimize soil erosion. fESS/p , � ! � Apple Campus 2 storm water pollution prevention plan(SWPPP),dated October a. Temporary stabilized construction entrance installed at bcations designated by � Ht� �� ! i 2013,Risk Level 1,WDID#-2 43C367881.These plans shall be an amendment to the contractor to reduce the tracking of mud and dirt onto public roads. 44 SN ' j the Apple Campus 2 Project SWPPP, b. Stabilized construction roadways in locations designated by the contractor to �� prevent erosion and to control tracking of mud and dirt onto public roads. ! i ! 2. The erosion and sediment control measures shown or listed are the minimum c. Tire wash located at stabilized construction entrances to remove sediment from � i � ' required.It is the Contractors responsibility to provide additional sediment/erosion under carria9es and to prevent sediment from being transported onto public roads. C.4ot 6 � i control measures as deemed necessary to ensure adequate protection during d. Soil b�nders provid�ng short term erosion and wind protection may be applied to i i j construction in conformance with the storm water pollutwn prevention plan(SWPPP), areas that are scheduled to receive future building construction.Soil binders may not d} C�y�1. ��' � � � be used on topsoil stockpiles. 7j�, � 3. Erosion and Sediment Control Measures shall be implemented as necessary to e. Geotextile mats applied to slopes 3H:1 V or steeper to convey or retain storm �F CA�� ! existing and proposed storm drain systems during all stages of construction including water or as indicated in the SWPPP � � i demolition of exisLng facilities. � � an au � The following water conveyance and sediment control struclures will be installed and �m � 10�40-70596 N.Tantau Ave � 4. Erosion and Sediment Control measures are taken from the Storm Water 13. maintained during construction as required. Appl@ I I1C. Construction Best Management Practices(BMP's)Handbook,Published by the a. Graded swales installed along low edges of proposed graded pads,oHset from � � ! Callfornla Storm Water Quallty Assoclation(CASdA). Installatlon and Malntenance banks of Calabazas Creek and as speclfled on the plans or by the contractor wlll � ! ! of such measures shall be in accordance with this manual. capture ove�iand flows and direct them toward the sediment basins and protected � � � storm drain inlets. i j i 5. All Eroslon and Sedfinent Control Measures are to be in place prior to construction b. Temporary check dams in the form of sand or gravel bags placed at intermediate o,�� j � operations to protect adjacent and downstream properties from sediment runoff. locations along temporary swales and diagonally along street grades.Bags shall be Measures include,but are not limited to:stabilized construction entrances,silt fences, installed prior Eo and following street paving. i �� '� temporary sediment basins,fiber rolls and inlet protection.Refer to the Apple A le Cam US 2 .•' Campus 2 Project SWPPP for additional information. 14. Permanent storm drainage system not shown on these plans.Contractor ma choose PP p � � �� to Install part of the system to do temporary grading and/or to ald In construct�o�. Tantau 4 Trailers � � .•' 6. Contractor shall ensure that sediment and other substances are not tracked offsite. Future coordination with the contractor is required. �� '�� ''� 7. Restore Erosion and Sediment Control measures upon completion of daily tasks. 15. Ground water shall not be discharged with storm water.Ground Water dewateri�g � ��.�'' �.�'� ! Any Damage to Erosion and Sediment Control Measures are to be repaired by the operators shall be coordinated as needed with city inspector. �� ,•p.4� ; end of the day in whlch damage was done. � 16. Contractor shall provide effective soil cover for areas of construction activities that have '� �,J �,.•'� � S. Sediment controls may be removed after areas have been stabilized with the been disturbed and are not scheduled to be active for at least 14 days. T8�t2U 4 TP81I8�S CIVII- �,.• i approval of the Slte QSP and Clty InspecUon 17. All erosion and sediment controls to be obtained,Installed and maintained as required Notes, ��•''��'' .�'� � 9. Energy Dissipaters shall be installed at all ditch ouffalls. in the Project SWPPP. I�d@X 8�K8ym2p � 10. Contractor shall install berming or similar measures,to prevent flow into excavation. 18. All portable restrooms shall have double contaminant. , „� o,,, u,,,,,,,,E, O 1 Drawing Sheet Kev Map isoo5,a�o osi2�ns NTs '��10°� 11. Contractor shall install storm drain inlet protection for all inlets dischar ged to or 19. AI c o n c r e t e w a s h o u t s s h a l l b e l o c a t e d w i t h i n t h e b a t c h p l a n t area. exposed during construction. 20. Spill kit will be located throughout the enlire site. C-T4T-OOOZ �� Ge�ral rvores � I I � t.oo�d swe are.�,ys oMencw�c 9w<m. � � 1 x.r�a,�,a�:�M i�a�a tic�.��aea o�<�e. •b ,�' � �� . . �.... ... ..� I � 3.N eYnmsMs al�a�ee�reMIM m alie Ceiwe GmceenY�g • _ ..._ .__.._._ __.,. ___ "__.—_"_____� I . Wln Ilie wwt. —�-- I �.Fos;er.Parinae crW be rqt/bE In wrtl�g M�ny � • ` �� ° ! i ` •` , _ __ - - -- __ i a�K„w��.. , _ _ --- _ _ . y I Notes: s.,Nr.,...tr,aWw��m.n.n«..oaon�wu.� 6i — ...•�t' � ma�.nw wry. ,�` I fl � 1)General Notes,Abbrevlations and Legend provided on GT4T-0001. �� i I � ` a,� `��'+. „ �_,_._._._. J 2)Demolition Notes provided on C-T4T-0002 ' �.�._.. �.�._._._._. .�-'_'-' '_'- _ ________'._'_'_'_-- _._.�._._._'_'_ . ._._._._._._._. . . . . . . . , .�_— -_-._ --- � , -_..__ ._... _— .....�__- . - _ -� , � ..._...._.�_. . , _-��rg_ .— �- ._._..._.. _ � ' Y . .... __. _.'. . „=a : _n ,�,,_ � k Legend: ^�` i i a�g � I Exisdng softscape,landscaped areas to be removed I ' � �� ,�,. i ��+ -'s� •52� Existing Tree to Remaln - ---�a�--,l- -�--- 5263 i `I� � Existing Tree to be Removed a;•,u ;`f "'.�_ ,{ f , ..._ � ; _ -- WateNFire Service � ; ]N ( _.._.._. .___— _ _ ; - ; Sanit ry ewer : ."n �,-W�i' II�� -�:.i ; 'a S ' " isi a+n.'�.; �,,. _......_ ' .. ..... � . ._. _. Gas fI -_... k 1 F h �/"� .. ,� i ..._... ' E 1.N.•�, �� ----- Electrical j � a .1,u;-H. _ -,.___-- , � �, � -- Fiber Opticlfelecomm , � � �,�._._._._._...._._._._._._._._ i._.________-_ ._-_.____________.__ _�.____-___� Storm Drainage j �� •--�-T-•�++ , � _--- Irrigation � � i n�rrtx �- ;,- .. ._ - . .._._. ..__..... --- . . � � iyy,hrn-il p u"' iM.�, ,,�..'�,.� .......... _.... ,._.. s�u'euo�wrc) � ' ",, ��r v.u� ��, � . ...._..---....�� . .�p � D0.9fIW �. . , N'. ..�Yi.-ti. .� tR' . . � �'AI�I)]-1) � . .�..� � � ' e ove tree a d � ; I o �an�scape�sl�anas i 3 I i _',!_?•'a,�:._.; � I . . � 'J1 OBi]1i15 PerrrFReywrcetcCommen�s MD ' � . 'JO 0&12115 P�mASp MO , . � M 0)/2)/t5 Gy fmCY�etlon Sst MD ! I � ! Rm. DaN Rsason Fw luu� CFk i � I � � Key cwn � � 0 � 1 j i Temporary Soundwall � �rc,�[wooe i� j f I 1 I Tantau 4 � � 10600 N.Tantau Ave � I � Re ove tr�e a d i I o� � lan�scape isl�anas i O � �� I O I ' � , I � � � N ' �� ' O i � � � � � 1 � � Foster+Partners � ; � � � '• �.<.�ae n��_,�.Ama � �� «��„.a� T�a4(0120 T/J80465 i I � ! � F�o<�Ol_�T/3Btt01 OFonxr+P�nrwn2010 � l � , ; ; . ; � ; � - Luk and Associates rz: j �ae nn•a rbn.i aw. /brruMn.U 9�51] :� � � �. .. � PMn�:(Stq 1N3Jde � Fte ove tr�e a d j �� ns, � lan�scape isl�anas � i i i � �*� i i 3-- �-:._ � _ . ___,:� � , , � �.,,. i � � � i i ; , . i � i � I � '" `� _ . � � ; i , . � � � , ,� ; ,:. � . -- �-L% ' L�� ; , � ; ��. � � � _._ . �-�. , __. a� , , � ,..��-:�- ; _.v>> j � ; _ ' � . j ; � � � , i.� ( i,,� {� l Z��.��'c:�J� :: ._..ti. _. � i Remove trees and landscape islands � '� �"'" �'"' �pfESS/pN , - � � 1� 1 � • �; 49 SN ' l , "" q�( . �� ° � i ;" �i'p��i��i �._ ., ,..�..,.._..�.X..�__., � ao i � � �� .,.. _ _ _ - c. t e �' , � i � � _ � � : o`,..d.=�. �'a� � CIV11. ,,t�.e� 3 i � �OF CA��` � ra - � aem _;--�— i ; Apple Inc. i"��"` i � � # �� i _—�" � o v i � i i � P,� ' as. � i � E � € ; Q � � i Apple Campus 2 _ �a - ; � Tantau 4 Trailers � s i i ' , i �� i � ' Tantau 4 Trailers Tant�u 4 Tr�il' � Plan � � Civil-Demolition i ��;`;� " i �x;; � i (Sheet 1 of 1) j 13005A10 08/27/15 1":20'�F � C-T4T-1301 01 1 �c.�.w��mr � i.eo,�s.�*��u►.�r,.w�. .�r, �� s.al:i�n.b..«.�rrw.�osm��wra ad.M. � - ; .. � l.wlflnrNlu�rt�>.w�U,en-aM�f'.forpsa� � lnMeM. �. �� . , L1b��b�wfdM1ri wrYs wA�tl M Mlnyut�q 7Pl � � �: � .. � ; b.M/wYeblwll,andAliLMMaveq�pYm�aM ., h!l�a�_ •� i 1)Gene�al Notes.Ab6rev�arW L�ui proridet!ars�YdT-iM3d�i. rb'�.� �,� � w�'�•_._....�.as�"r� _r_._:_.,.c_r�._:_._._._.�:_:_._._: ��p "� � ^ � 2)T�P�P�1�►BencFtwdkarxlaBSOdabdfac�lessifown�a�reufor � i.iYY➢�f":��.i.�.'r.:��.�.�Yi::�.�'.�.i:ili�.`.'�.�.�:"L.' St.�.�.�.�'�'�.�'�.�� OI�.�H�SSfid$�B�f7��f�7�.,.�y�a�a11� � • . ._........ ....�.-: .IY 1SS �(Y�`Si1�18�('lO�lk��Bf��11d°'^e7 .... .. . . . . ..:.� . . ... . � s� `�Y✓^. . ... .. . -`- 3)Caaadir or me e�dstlng�u�y syatems at poaKs a coaxieWo�b ne conikrned. Gi�D "�f E£6 _'MF'.�..:['r'-'... 4��.E`��Y$�16yO_��$8�11�DRO�u.,�mm��w'�$S '/I�i\'`YICe 9..h;�:l{�` � y..oae�a�an�II.N8W�B }� % iy,...�n q..a.�-��. �8�5�Q�YI�r�.O�P� i �. Gty III�16.3(b 19B[SpBdflg bB�M�C11 1�fC h�f1f5 ffi S�E P8f�f11CI9f Wr �--.RecenUy kxtaled be maintafnad. j' � 5)krlerrial tke hydranis w11 be tapped hom the on�stte 9re servlca loops / a mains.Firo hydraM hml bqtlons wi be agroed+�IM the dro department. Pruneridpe � �/ =Mata�SS CbanaA on Appk . _ Mive�war aaess \� j i /�% PDlatr�kfs°C3�st�enda� s)un�ss e�agencles a sqe condMla,e roquke oaiero�se..�ts. boxea.etc.shal typkary be flush to IWsh grade afgned and set paral�d \ and rtM CSO inspeda onaNe. b adlacent jdnts.arbs,dc. \\ �� /� Conned b e�Unp blocked \ � sanitery sewer lateral �d \ � % INV 150.17(aPP�d � i oz�.�•—•-•-•-•-.-•-•-•-•- •-• ._.�.�._._.�._.�.�._.\_._._._._•_._._ � / _ _,_ watedFke Servk:e OG 1562 „�'-��i•�r� �,�. ..._.._ ,,�....... ,.,.. ..._._.m_...._,_. y ��,�.......�"..� .�.. ,. ' '+ �r�n�crzx � �, �rt N�eP��€ � � SanN2ry SEwer _lYW a � 5-��'71CM 3��'i lgl ,�ti rYAi � r �.��„ ��f�$Q��dl ' - . G"�8Sy�� 'Ki!`9f ql � Eoa.unrO� � -IYN��IAI-�, � j ' j__,_.—6-bich SS plpe�29L F�OpIkJTelecomm i __.-s---i � "� SSMH —� _---"" � i��—e-tia,ss p��2� ._.- s�orm � wm�ss.7 = y e:Iswq watedfhe Serv�ce i `., „ Inv 157.13 � � � j � t Exittirg 39nka►y Sewe� m �..rn.rn......�+.e � / � . .. EX�(�i8f ot n5 A.iiAo�aCAwsr ..•. �H . �� f0 'tY�S hw.ifM .,, � . • ' � � , �.a� . Existinp EleCtriCel m a.ans o,c,��r.�x � Acceas aieks� 1 � � �� \ q�a� f � Faclsting Flher Optk/Teleoomm � � ramp ; � �—6-men�5 plpp�,�X, Exist&�g Storm Drainaye �i -t/'� wrw.. ..,.._._-_. ! � �- � 1 �"-'�- 1 �/ � f O -r,-- 1 ; ' f 1 Rkn 156A � �� \�i , :�ze r.nA��f BOx84 Trailer / �t � • FFL 756.5 4//1 Inv 152.43 L� � I/ �- � � �� /LL1J t Tantau 4 t � j 10800 N.Tanlau Ave � � \�"`� ! � j i 1 �j ��'; � ' i �R�ry ataled (�� J ta `�'� � ��/ � !C'XM.�W?N � ' ;�' `\\;�.� J� � � ti� ��!� � ��a-incn ss vive�z% ��%i, ;� c�! �o ree�acoeu �' � %- N �;��, � SSCO � �: /!� < �� Rim157.0 � �� / Inv 154.19 ; ; � Foster+Partners ` ' �� i ao teec ; '�'.�w"`.'�•: �,.,�,�: y t i . �wr,��.�; � ; /� ��u4y�n�,rx�,m orew.+s.ew.uio 1 60u84 Traler � j FFL 157.5 � Luk and Associates � 1 � �,,,� � ne.r..w.ww+ � w�w.uwso � ' An�r.:6i4 7N 97Y 1 Fire Water senice�`, � ; � •..�....e...� � j Nom Tantau 4 "�-.,, o � � 1 �.` � s Connect to � ; ~ y 1 �.—6-Inc�SS pk»�2% daneatic watM� �/ �Dblribut!fire wetlr and � wess rarnp j servke fiom \ 1 // domes�ic water asrvbe Tanteu 4 � � ! t �g�� ; � �j�; ! � .=ssco � � � ; ,�- �asa.s� � 7aMau ditvawey—= 1 � 8pxt2 BeMropn Troier ;��J Inv 155.57 �u 1 FFL 157.5 q � 1 � f ; _. � ; � ��%'te°x�s-z5�� 1 ' � � � ��. �-c:� l� "_ �C� i —� � a � ^��`�"�. � f .P,�"P""s � � ` �."��r.� ;`'��''"��'�� QR�FESSIpN 1 ,- ' � �4t�E`Z .• !SS.+ .� .. , � Conned b TarNau 3 ��'~ ` ' • '�_��—Distdbule eledrical, �r•�,' �_ � ��"�SH! _.�-- � /Y 1t 1 Buid'mg wNh � arW tebcanm alor�g � t"r !1 � G--C-' � � 1 (1)�/'elecBfcal oonduit f � '0 9 * Z �, C} ✓ �,..a.-..,,.�.�,.,� ��`� . souiKlwel � � `� 1 (1)-4"telecomm � s , "' � � '. .�, � C 401 e"�` -.::�,.-_. _ o. 's 1 ... ,....,..,�_,._. "::a 6 r� u)'�riirf,�m �- «�w:a j WrlOult • a.,. � 1 // 1 �� 1 `Tl�q\.QVII\ ��P • r<r� ' � ; 1 .._....F..,,d.�.,ss.�.µ.�,�.. t. • ..Y �i... u . . •. t • - '�'' �'�,�,��r. • t CA1. nt� ; i .._. ..� ...r .,.. .>.: .��. . .... . ai.�v � ; Apple Inc. i i � i � i � � � i � e ', ' �'' � Apple Campus 2 � :�fy � ; Tantau 4 Trailers �a,�_� ; �P.�� i -s:._ i �� i � � Tantau 4 TraNers \�1Tantau 4 Trailers-Lavai�•�a Utilities Plan ; ,�o ��;,p�. � �-- � Civil-Layout and Utilibe � � i (Sheet 1 of 1) ' � wys.ns or ae►R�eaf� i ' �, � 13005A10 09f09/15 1':ZO' ,..�. C-T4T 2001 02 1 Gme.N�+mes 1 t.Do nol suie daWps.pnwncbu qrnem. � �� ].N OF�mslons aro In luee anE Yero��rbaa riweE otl�aMw. 5 � h I �.N EinenaFn�anJ be.�erMm w al�c Oebe Praceeelnp � •� �Mln IM wwt. �� a.Fosix.PerMera arxi pe nd�eE ti w�tlng ol eny '�,s, � Notes: °'�"°""i". 5.Mry anu MdulaC on NJs alwst ar�epyoNrtWs am � •� � IMceM�diy. .` •�` j 1)General Notes,Abbreviatlons and Legend provided on C-T4T-0001. . j �,` � { '� a � a�, '�•�.�. �::�.�... _.. .,.._ . .. . , . .�f��' '�'�'�'�'-��'�'�'�'_'�'�'�'_'�'�.��'�'�'�"'�'�'�J � _ .._. .,... ., „„ .,.. .._.. .��. .... Y� � . .• . . . i5g (58 wll z� a z�� .,.. _ ,. �r� �� a�i�cz'z SSYn-IaY tb!Y Hv i w e ai-v �\ nv w��u e•��s1� i / t e.. lB ��.�.�.�.�.�.�.�.�.�.�.�.�.�.�. .�. � .�'�'�'�'�.�'�' � �� '� ' �'� �,�.,,.,.._ ,».__.�_.„,.�'�.,.,,_. ...,..M_. � 1 ._.,.,,,, ...,.,._..........,...,_... • ''�� 7 ...... , ,��,,,,... . a. �4.�h�RFu a �` � . � �' [I KRR NV I501)MpppY . . � ��ww�<�� " � 5 11'H10W tlGOC) � 1� �iihiVA:u•I' � �OOUB�t YM ',.`. � � j iwv(�ie�-n�i� � 1 I I 1 � �� 1 1 � j � 1 j I w owvns r��m R�,00��K m com�m. uo � m (q 0]IP/15 CIy CopOFatlan Sei MD .•... y5 , � 00 Oflr1b15 P�rni15�1 M� � � a�� ! Fer. Dw R�a�on F«luu� C�k � � � � � Kayvqn � � � ' Ao�.��,�r, � O+oo � ' �+�� n��;�0 ll 1 Tantau 4 j 10600 N.Tantau Ave � �J i � CB I � re ��e j OO 1 � 1 � O 1 ! � � N (P I I � i,�.`„ , i ► i i ► � Foster+Partners � , i � uw��a<n�,��,Fda .� � �«aN svi��nH � � r.aa io�so�n�s ass 1 � F.aa�or_o�rrds i�m 0 Fasbr+P�rtrwrs 2p10 1 � = � Luk and Associates � q�,,,; � ��» i vno�.:csim�s�a�ae 1 .. 1 ..,�...w...oe.b.� 1 � 4B � � ' � EB� � ; 1� � � � � ' � � � � ; � � ' � ' � 01Tantau 4 Trailers Layout��lan � � �- ,,- ,�.F.K.�� -�� _�� ,.��y P l:Z� 18 feet parking 1 r4, v'�. . stall adjacent to � .- g., building ,�,�..:� c �;�$�t8 ��ie34i9,.+c�"�� ('-. k'� 15 feet hlgh `'�y ��s��r'1 "� t'1 I� temporary �P�S� �"1� -.�„-. _,.,.a�. G-..C� Tantau4,10600 soundwall ' T"" •�`" "'"�'�'"'�` s N.Tantau Ave • �' ;'} O�pFE$SlpN 4� 60 feet wfde and Pro Llne - � `v�4� SH(� ° _ .;:s, �� ,.: h 14 feet high wlth exlsting ,.:. ` . : ..,,�_-. ,.,, ._ ,�..,..._ :-.._� ,.<,.:.s:.......Rt�. y temporary traNer wall " , C.4016 � 190 � �►�� .P _ '��.�� ; � CJeM �70 � Apple Inc. � ; 150 °�°� Q�-�� -�-QQ 2+00 Apple Campus 2 Tantau 4 Trailers 28 feet drive alsle 10 feet pedestrian access along trailer � �ZTantau 4 Trailers Lavout Section A Tantau 4 Trailers ,;Zo Civil-Section (Sheet 1 of 1) o�..,� �.o��E, 13005A10 08/27/15 1":20' � C-T4T-2011 01 _. _ _ �,� . _-- �-- .__.. - . . � . 5 iJnen[sfednrg..a7e,.iu,ns,e.e,. iu ..,-> .. .. ... .,.._ � . ... . . . . . . .. . . . ... .._._._. . . .... . . . ��;, . �� --� � � 2 xd,ien�swraaWstl�eaKab+me0tlesarc. �_. _,. ��. . ,-..t:., �,.,...;. ..�� ..`. . � -. . _ _ .- � 3.qQm�aieniP�3e�M'dansie'leYn�a4�pai�f�Yas ; . .. . :._"___. _ ... .._.__ ..... . _. .._ _.__ .. . ... .. .. : - ---�- -' . . _'_'."' _ '_...:. . ..__. . ..:_ .__..... �-. .-��' ,�. _ . _._ �_ _ S�?EET �IOTES: a.�•,�arr.�c.a� �a�r�n�.. •(:a� - b:' . . ..._ . , . ... . . _. .._ _.. .--:- _ ... . .... _.. -.�-�.�- --_'`�=- � -_-�--�� S.,vd....u�n6 miA.feec:�e,�,e0.ie6rY�.oy .�- . . . ._.. _____. ._...._ ... . . . � - . ';. . .._ ... .. .. . . ._ . . ._. _... .. . . ._ . . . . _ . . .. O GDNN.4"5 TO SilE 5"5. .. .. . . _....... ,.. . .. . .... . - . ... . . .. . •vd'S-llP.�RMiNATE MiN.12�ABflVE .. . . - � ��-�� -"� � FiN1SHE4 GRAD£fDR FllTURE CONtJECil01�i ` __.. . .. . . . " . (SSFU_12) � � �� 4'S-UP TO 4"xi8`STANDPIPE fOR FlRE . ...._ . _... .. ..----....__._. _._..--.. . ___._..._. _..----.. . _ SPf2iNKi_ER F�OW iEST . .. . ,�2�Y-UP. . .. .. ... . _ ... � . l�tj2'CW Ct)NN.TO?P-?.c%icNO 1/2'?�& ; ..._.�.. � CONtV.TO P-Tr2AP.TRAPPRIMER SHALL BE ... ...� PPP PO-500. . _.... .. .._. �� O t"CW-UP N77H SOV�N AIPE REISER. . _. . ._. . ._... . . _ (CWFU-7). , . - . ... .... ... _.-__.. ._. , ..-. : . ...� _�-� 7O4"5-UP.TERMINATE MIN.12�AHOVE � -� -� �--" �� - �-� �� f1NfSHED GRADE FpR FUTURE CONNECT�ON _ _ _ _ . ._ __. , " {SSFU-86j .. . . . .... ...._.:.�...... .. . ....._.. :..___. ...---. _ . ... 0. . . . .. . ... _._ __.�.. .. .. ...._.. . ....._.._.... ..__�.. ... . �-�� .. -. _ ._.._._. - �. .-.. . .' . . Oe 2'CW-UP N7TH SOV IN PIPE RISER. .. ---�• .. . n �_: � -� ..._ . . . . ,. . . .... . {CriFU-89). .. � . . - . .,.- ��.. 9�CONN 2'CW TO SiTE 2�CW. .�. : .... _... ._. ..__... ....... ... ....,. - �= -� :s,�.... .. .... �� t0 CONN.2�CW TCl 2"CW ._._..._..__.... . . . . � . � . . �� >> 2"CW NnTH SOV FOR FU7URE COivNECTiOtv .. .. . _ ... .. . - �^�.,;, q��.�., .. .' ,�,. ..�'�� : _.�:..�:: .. . ....> .... ..__ ..... ....... ... . .... , �CONN i'CW TO 2'CW. a':'. . ..... � . ._ . _�. ._. ..__.._ �. �`� � � � . � � . . �� .. . .. .. .... . . : , �.,�_� . . ...4..... . . PLUMBING LEGEND � � � � �Y' „"'�'r SYl�$QL A88REVATION NOAIENGLATURE � ' �� , � �. � �° �� . ——— SS OR W SANlTARY SEWER OR WASTE PIPE � -� � BELOW FlNiSH GRAOE OP.FlNISH � _ r;.:�. .. . ...». .._ .__, �LOOR ' . . � � �� _ �. � � . �'� CW COLD WATER-P01A6�E - ... ....... : -._..._.:u...r...:-.-:r�,....�.ww�_ . � � . . .. �� d;�;� .. ._. . . ..,. . . . ... . ---DG— SOV SHUT-OFf VALVE(BAlL TWE) ,..� . .. .,.,.:._,.,.�: ,,. (E) £XISTING . �. � . � � lN) NEW - ,._ ...,, � �� . ..^-". ' SITE 6`S SEE . � � � � � � CIVIL JRANANG P.O.C. POINT-('iF-CONNECT C-T4T-2007 . ; .. ..' . . � C.L CAS'IRON CU TYPE�COPPER � �� A95 ACRYLOidITRfLE BUTADfENE STYRENE . /6 � ._ .._.. __. . ' - S , ceror�. con,NecT�o� � - � � � � " �� ` ' � �� ',f-�' CN'FU COID WA1ER FlX?URE UNIT � ,. .. . . � � � �. . {�o ' ., �{.. � ... v .�� SSfU SANITARY SEWER fiCTURE UN�T ��15 �F`��'-K �A . `3 1 . N�v. O�Y WnmFv Mre , . . �41 �'l"'^—_'.2"CW CA� � �� ... »,� ;.I � : .. - , ._. ... . ..._._ . . �� _r� .__._._' , � � , ..�� ) �.._. ......_ . ��:: .... .. I � � � � E � � � . GENERAL NOTES ```�� I � � , � " !"—'^ ')'� :" 1. DOMESTlC COLD WATER PIPING ABOVE GRADE S�fALI BE TVPE L � �,,,._ . / ''_ �: � �-�• � � HRR6 DRAWN COPPER TUBING PER ASTAA 8-88,PLAiN ENDS /" � �� M7TH NROiJCHT COPPER SOLDER FlTTfNGS PER ANSI 5TANOARD �\`�.� �� I 976.22 JOINTS SHAi.L 8E SOLDERED USING 95x flN,SX � � �� ANTIMONY SOLDER dc NON-CORROS1VE FLUX. ;��3.�� . � ... � � �, � � . . . �i �� h ii�i � � � �� -' rv ;,� ' �f "- �-� 2. DOME57IC COLD WA7ER P�PING 9ELOW GRADE SHqLL BE �,��' '� ;� '� SCNEDULE 40 PVC PER ASibt AST1�A D 1785 OR A57M C 2241. � TA � � � * PERIA�ANUF'ACTU R RECqdMENDA7)0 S�gE SOIVENT WELD -- .. w, � „ �, � . � ;�.:.4�� . ..� . .. ..�. .. .... ..'. . ,. .. � �i' �r, �� ,.. 3 SANITARY SEWER GIPING SFiALI 8E ACRYLONI7RiLE BUTADIENE STYRENE(A85)COMPUNDS MATH A CELL CUSS OF 4222 AS Foste�+Partners � - � '� INDICA7ED IN ASTM D3965. fiTT1NG5 SHALI 8£MANUFACTURED iv,x�v�.�.:,00«�w.�,c j ;I�� FROM ABS COMPOUNDS WITN A CELL CLASS OF 3222 AS -�fJ91f''" . . . , 6 . . .. r.i�+ae�ew�ew ..�„s„=, �� IDENTIFIEO IN ASTM D 3965.SOIV'cNT CEMEN7 JQINTS SHALL BE -�+r«+o.w�..�...*w.�� -. e».,-:ra . � 'g � ' WitH A SOLVEN'CEMENT COriFORMIPiG TO 45TM D 22J5. � . �.. , y . ., /�'� .. v, � �� 4. TESTING REQUIREAIENTS V �� 7 � ��,..� _. Q4h1 5TI. .0 WA R � . �,.. ........_..._ �/) --- - � ' �. � � �� =2"CW PLACE IN SERVICE,FLUSM OUT D£9RI5,AND VERIFY SYSTEM�S . ... ; . ... � Y 1 a I LEAK-fREE . �� . ...,. . ...... ... .. . _........ ..... .. . . �.. ......_ � � � . � - . .,:_. . SANITARY SEWER - .,. .., ..:, � � ' . � � � � � � -"-� � '.I- � - � ��. PLACE iN SERVICE,AND VERIfY SYSTEM IS LEAK-FREE ;�q�.;�,�,/,(t�,.�- '-� ..�. � _ , � - i � � � , .. - �� PhrnExp 6 Haim+p,Inc. �. i '. --+.. . . . .. . . IJOt Laa�w�ed ReeE � � ,"p _._. . `. � �• . �. . ..•• �,.', ' •. . .�. . Sante Qn4 CatllaMs YlOba V�A'OCen�WdnO EnpYw� �r ,.__ � � . .. , . �k� � (W!)7i7-S6tZ `��1�W w M� .. .. .'' ; , ,.. y :� __ f_ L.�:-,.... ,�.. . ��-,.. �.–::,-:� � ,` . � .._.�.»�...�. . ..,,.:., � ; � _ _____--------------------------- ; ,_ . _._. _ . _ . _ �� ---- - � 5 SEE � « , - . .. .. . -.:;-�� S iE 6' .. . . . 5 . 'T _'._.- -t-�"-_,,.,s.�. :.x ::_ � 'CtVIL t3RA1MNG � � - . . ... . . ._. / A �SiTE 2"CW SEE �.. . �� ..., i:' . .. � `�% ��._ C-T4T-2001 . ..._.. . .. ...... •"r' � ,,. .. CIVIL DRAWING �. E " � ,/-� 1� �t�e�°'!; � :.. r � 4-T4T-200] �.:r£ � �a�; �.�� ,. ,�� '��L ( � � � �� _ L'� _ ., • M 20214 f-w-ta . .... .... ... � .. .a`.�r,w�d''-,3s,�..��T.«,.<,�..�.x� ,,.�..E�,a.- �,.'s:,.�-si , ':;'� .. r�r�.�.�we . � «, ?. _ ....�. , ., . . . ... :... __ . r , ...:,.. _ .,.:. . , .._._. � . �.,.. tt ,�. , .,, . � .. . . � . r .. . . . . . _._ .- ... �� .. .. . e , .�� : �.w..�..,.�,r..i , -- . r �`t�.t','�.,t6t,r.��9Citl �Li1To � 5/::si�t. ___ ___� _ . _ , � ,, .:� .( '�!� �:��%�� Z.� i� ` ALl INTERCOrINEC�ING S,W,V�C CW PIPING OF °"'' .; PLUMBING FIXTURESBY-PREFABRYCRTED. . " _;,�-,�.a.m._e , a.. �c-...,...2.,,,,,,,�,.v�:��,....w�.�.�..e.� � '� �, .. _� . � :�� MOBILE BATiiP.00M iRAILER SUPP�IER � ` G..4 .,:,; ;,.,, . , . . .. . . . .. _ .__..___.. _.. ...__._ . ,..:... � . . ._ °�" . "`�s t�,t ,,/"� � ple,Inc. ,;.,� . , _____ t�`_ ° ' � -- _ -�-- � ��_ � — -- - , ___ .- — __ _.�--�–' _ __. . _ <.. , ,...,:.... _�....._,...,�,.ri. , . .... ... .. . . x.. . . � . " P� ApPle Campus 2 _ - Phase 2 North Tantau Avenue Site C-Parking Structure � � . � _ _ . � T� _ PLUMBING SITE PLAN �.;.:, . . .. . .. .. � Ju9 1 D/Y/ Scr.r MtCM Et Sa� � PLUMBING PLAN SITE PLAN 06 25/15 �i�s•_��-o° � 1 SGiE�,�6�_,�-0' 2 0 00 �