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ASA-2015-04b OFFICE OF COMMUNITY DEVELOPMENT � ,. CITY HALL 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 C U P E RT 1 N 0 (408)777-3308• FAX(408)777-3333•planning�a cupertino.orq May 29, 2015 Nterra Group Attn:John Noori 1155 N. First Street#214 San Jose, Ca. 95112 SUBJECT: ADMINISTRATIVE HEARING MEETING ACTION LETTER–ASA-2015-04, TR-2015-09 This letter confirms the decision of the Administrative Hearing Officer, given at the meeting of May 28, 2015; approving an Architectural and Site application to allow parking lot improvements including private, on-site, bus shelters and an outdoor seating area; and a Tree Removal Permit to allow the removal and replacement of one hundred and two protected trees at an office complex, located at 19191 Vallco parkway, according to Resolution No(s). 42 and 43. Please be aware that if this permit is not used within one year, it shall expire on May 28, 2016. Also, please note that an appeal of this decision can be made within 14 calendar days from the date of the mailing of the notification this decision. If this happens, you will be notified of a public hearing, which will be scheduled before the Planning Commission. Sincerely, l"�— Kaitie Groeneweg Assistant Planner City of Cupertino Enclosures: Resolution No. 42 and 43 CC:Apple,Inc,Atin:Jacki Horton, 1 Infinite Loop MS 119-DDC,Cupertino Ca.95014 Bryan Carrera,Nterra Group, 1155 N.First Street#214,San Jose,Ca.95112 CITY OF CUPERTINO 10300 Torre Avenue Cupertino, California 95014 RESOLUTION NO. 42 OF THE ADMINISTRATIVE HEARING MEETING OF THE CITY OF CUPERTINO TO APPROVE AN ARCHITECTURAL AND SITE APPROVAL TO ALLOW PARKING LOT IMPROVEMENTS INCLUDING PRIVATE, ON-SITE, BUS SHELTERS AND AN OUTDOOR SEATING AREA AT AN OFFICE COMPLEX LOCATED AT 19191 VALLCO PARKWAY. SECTION I: PROJECT DESCRIPTION Application No.: ASA-2015-04 Applicant: John Noori(Apple Inc.) Location: 19191 Vallco Parkway APN# 316-20-074 SECTION II: FINDINGS WHEREAS, the Administrative Hearing Officer of the City of Cupertino received an application for an Architectural and Site Approval permit to allow parking lot improvements as described in Section I. of this Resolution; and WHEREAS, the project is categorically exempt from the California Environmental Quality Act (CEQA); and WHEREAS, the necessary public notices have been given as required by the Procedural Ordinance of the City of Cupertino, and the Administrative Hearing Officer held a public hearing on May 28, 2015 in regard to the application; and WHEREAS, the applicant has met the burden of proof required to support said application; and WHEREAS, the Administrative Hearing Officer finds: 1. The proposal, at the proposed location, will not be detrimental or injurious to property or improvements in the vicinity, and will not be detrimental to the public health, safety, general welfare or convenience; The project is designed to minimize the impact upon the surrounding community and the environment. The site will provide sufficient on-site parking and tlie project will be part of a corporate bike sharing program and bus/shuttle program.Adequate emergency access lias been provided on-site. A landscape buffer is provided around the project to allow privacy and to reduce impacts to neighbors. The project increases tlie amount of landscaped green space over the existing conditions. The project will incorporate both young and mature trees, and many native and drought tolerant plants. The project proposes to add 112 additional trees to the site. The design of the project and its Resolution No.42 ASA-2015-04 May 28,2015 Page 2 environmental attributes are not detrimental to the health, safety, and general welfare of persons residing or working in the neighborhood. 2. The proposal is consistent with the purposes of this chapter, the General Plan, any specific plan, zoning ordinances, applicable planned development permit, conditional use permits, variances, subdivision maps or other entitlements to use which regulate the subject property including,but not limited to, adherence to the following specific criteria: The project is in compliance with the Genea�al Plan and the Zoning regulations governing the project site. The proposed parking and landscaping is meeting the requirements in the Parking Ordinance, the tree replacements are exceeding the requirements outlined in the Protected Tree Ordinance and tlze proposed landscaping meets the requirements of Landscape Ordinance. a. Abrupt changes in building scale should be avoided. A gradual transition related to height and bulk should be achieved between new and existing buildings. The Project approval does not propose any building changes and therefore this finding does not apply to this project. However, the applicant is retaining existing mature trees along tl2e south and east property line. These trees help screen the existing buildings from the neighboring properties. b. In order to preserve design harmony between new and existing buildings and in order to preserve and enhance property values, the materials, textures and colors of new buildings should harmonize with adjacent development by being consistent or compatible with design and color schemes, and with the future character of the neighborhood and purposes of the zone in which they are situated. The location, height and materials of walls, fencing, hedges and screen planting should harmonize with adjacent development. Unsightly storage areas, utility installations and unsightly elements of parking lots should be concealed. The planting of ground cover or various types of pavements should be used to prevent dust and erosion, and the unnecessary destruction of existing healthy trees should be avoided. Lighting for development should be adequate to meet safety requirements as specified by the engineering and building departments and provide shielding to prevent spillover light to adjoining property owners. Tlie hedges and screen plantings have been designed to minimize the impacts upon adjacent properties and to be aesthetically pleasing. Fire equipment and utilities will be shielded from view or set sufficiently back from the property line to not be visible. Landscaped areas have been increased on tlie site. The removal of healthy trees 12as occurred where there are direct conflicts with development, but will be replaced by more trees than are removed. The lighting for the development has been designed so as to not spill over onto adjacent properties. c. The number, location, color, size, height, lighting and landscaping of outdoor advertising signs and structures shall minimize traffic hazards and shall positively affect the general appearance of the neighborhood and harmonize with adjacent development. The Project approval does not propose any signage and therefore, this finding does not apply to this project. Resolution No.42 ASA-2015-04 May 28,2015 Page 3 d. With respect to new projects within existing residential neighborhoods, new development should be designed to protect residents from noise, traffic, light and visually intrusive effects by use of buffering, setbacks, landscaping, walls and other appropriate design measures. The Project is designed to minimize impacts upon adjacent neighborhoods by the use of tree plantings. Landscape buffers are being proposed along the shared property lines and the existing buildings are setback from residential developments. NOW, THEREFORE,BE IT RESOLVED: That after careful consideration of maps, facts, exhibits, testimony and other evidence submitted in this matter, the Application No. ASA-2015-04, is hereby approved; and That the subconclusions upon which the findings and conditions specified in this Resolution are based and contained in the public hearing record concerning Application ASA-2015-04 as set forth in the Minutes of the Administrative Hearing Meeting of May 28, 2015, and are incorporated by reference herein. SECTION III: CONDITIONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPARTMENT 1. APPROVED EXHIBITS Approval is based on the plan set titled "VP01- Parking Lot Repair Project, Apple", dated May 7, 2015, consisting of sixteen (16) pages, labeled title sheet, C-001, C-100, C-200, C-202, L-1.1, L-2.0, L-2.1, L-3.0, L-3.1, L-4.0, L-4.1, L-4.2, L-5.0, L-5.2, and E-004 except as may be amended by conditions in this resolution. 2. ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth in this resolution shall be incorporated with complete written annotated responses into the building permit submittal. 3. CONCURRENT APPROVAL CONDITIONS The conditions of approval contained in file nos. TR-2015-09 shall be applicable to this approval. 4. ACCURACY OF PROjECT 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 property data may invalidate this approval and may require additional review. 5. CONSULTATION WITH OTHER DEPARTMENTS 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. Resolution No.42 ASA-2015-04 May 28,2015 Page 4 6. DEMOLITION REQUIREMENTS All demolished building and site materials shall be recycled to the maximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials were recycled prior to issuance of final demolition permits. 7. BICYCLE PARKING The applicant shall provide bicycle parking and bike racks for the proposed project in accordance with the City's Parking Regulations under Chapter 19.124 of the Cupertino Municipal Code. 8. PARKING REQUIREMENTS In the future should any changes be made to the use of space, the parking demand and supply must be reviewed and approved by the Planning Department. 9. LANDSCAPE PLAN The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by Staff prior to issuance of building permits. The landscape plan shall include water conservation and pesticide reduction measures in conformance with Chapter 14.15, Xeriscape Landscaping, and the pesticide control measures referenced in Chapter 9.18, Stormwater Pollution Prevention and Watershed Protection, of the Cupertino Municipal Code. 10. LANDSCAPE INSTALLATION REPORT The project is subject to all provisions delineated in the Landscape Ordinance (CMC, Chapter 14.15). A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the landscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution unifarmity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." 11. LANDSCAPE AND IRRIGATION MAINTENANCE Per the Landscape Ordinance (CMC, Chapter 14.15), a maintenance schedule shall be established and submitted to the Director of Community Development or his/her designee, either with the landscape application package, with the landscape installation report, or any time before the landscape installation report is submitted. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustrnent and repair of the irrigation system; aerating and de-thatching turf areas;replenishing mulch;fertilizing;pruning; replanting of failed plants;weeding;pest control; and removing obstructions to emission devices. Resolution No.42 ASA-2015-04 May 28,2015 Page 5 c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size-adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients, pest control or other factors as recommended by a landscaping professional. 12. SCREENING All ground and rooftop mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 13. TRANSFORMERS Electrical 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. 2. LIGHTING COMPLIANCE All new lighting must conform to the standards in the Parking Ordinance, and the final lighting plan (including a detailed photometric plan) shall be reviewed and approved by the Community Development Director prior to building permit issuance. 14. INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance 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 City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 15. 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 Resolution No.42 ASA-2015-04 May 28,2015 Page 6 with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. SECTION IV: CONDITIONS ADMINISTERED BY THE PUBLIC WORKS DEPARTMENT 1. CURB AND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 2. PEDESTRIAN AND BICYCLE IMPROVEMENTS Developer shall provide pedestrian and bicycle related improvements consistent with the Cupertino Bicycle Transportation Plan and the Pedestrian Transportation Guidelines, and as approved by the City Engineer. 3. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by the City Engineer. 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. 4. GRADING Grading shall be as approved and required by the City Engineer 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. 5. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. 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 City Engineer. 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. 6. UNDERGROUND UTILITIES Developer 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 City Engineer. Resolution No.42 ASA-2015-04 May 28,2015 Page 7 7. BICYCLE PARKING Developer shall provide bicycle parking consistent with the City's requirements to the satisfaction of the City Engineer. 8. TRANSFORMERS Electrical 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. 9. WATER BACKFLOW PREVENTERS Domestic and Fire Water Backflow 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 P1aruling Department, Santa Clara County Fire Department and the water company. 10. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, far construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 11. NPDES CONSTRUCTION GENERAL PERMIT When 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. 12. C.3 REQUIREMENTS C.3 regulated improvements are required for all projects creating and/or replacing 10,000 S.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, on the tentative map, unless an alternative storm water treatment plan, that satisfies C.3 requirements, is approved by the City Engineer. 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. Resolution No.42 ASA-2015-04 May 28,2015 Page 8 All storm water management plans are required to obtain certification from a City approved third party reviewer. 13. EROSION CONTROL PLAN Developer shall provide an approved erosion control plan by a Registered Civil Engineer. This plan should include all erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 14. WORK SCHEDULE Every 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. 15. FULL TRASH CAPTURE SYSTEM The developer will be responsible for installing a full trash capture system/device to capture trash from the onsite storm drain before the storm water reaches the City owned storm drain system. A full capture system or device is a single device or series of devices that traps all particles retained by a 5 mm mesh screen and has a design treatment capacity of not less than the peak flow rate Q resulting from a one-year, one-hour storm in the sub- drainage area (see the Municipal Regional Permit section C.10 for further information/requirements). 16. TRASH, RECYCLING AND COMPOST RECEPTACLES The developer is required to install public bins (�30 gal) side-by-side for trash, recycling and composting, adjacent to the development to control pedestrian litter at the site. The type and location of the receptacles are subject to the approval of the Environmental Programs Manager. (CMC 9.18.210 P) 17. TRASH, RECYCLING AND COMPOST ENCLOSURES The existing trash enclosure must be sized in accordance the City's "Public Works Guidelines for Non-Residential Building Trash & Recycling Enclosures" posted at www.cupertino.org/nowaste. Modifications to existing facilities shall, to the maximum extent practicable, meet the Public Works Guidelines and shall be subject to the approval of the Public Works Director. Clearance by the Public Works Department is required prior to obtaining a building permit. (CMC 9.18.210 H&K) 18. REFUSE TRUCK ACCESS Developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development and trash, recycling and compost enclosures. Plans for access must be reviewed and approved by the City's franchised refuse collector. 19. STREET TREES Street trees shall be planted within the Public Right of Way to the satisfaction of the City Engineer and shall be of a type approved by the City in accordance with Ordinance No. 125. Resolution No.42 ASA-2015-04 May 28,2015 Page 9 20. DEDICATION OF UNDERGROUND WATER RIGHTS Developer 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. SECTION IV: CONDITIONS ADMINISTERED BY THE FIRE DEPARTMENT 21. FIRE PROTECTION Fire sprinklers shall be installed in any new construction to the approval of the City. 22. SANTA CLARA COUNTY FIRE DEPARTMENT A letter of clearance for the project shall be obtained from the Santa Clara County Fire Departxnent 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). 23. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. SECTION IV: CONDITIONS ADMINISTERED BY THE ENVIRONMENTAL PROGRAMS DIVISION 1. TRASH, RECYCLING AND COMPOST RECEPTACLES Waste trios (recycling, organics, and garbage) are required at main building entrances and adjacent to the Vallco sidewalk(located on private property). Trios must be identified on the site plan(CMC 9.18.210). PASSED AND ADOPTED this 28"� day of May, 2015 at a Regular Meeting of the Administrative Hearing Meeting of the City of Cupertino, State of California,by the following roll call vote: AYES: HEARING OFFICER: Chao NOES: HEARING OFFICER: ATTEST: APPROVED: /s/Kaitie Groenewe,� /s/Garv Chao Kaitie Groeneweg Gary Chao Assistant Planner Assist. Director of Community Development Owner Ap�le Inc. Civil Engineer/Land Planner Nterra Group Building Arcnitect HGA P.rchitects€�Engineers __ � _� _ Arborist Structural Engineer Geotechnic�l Engineer Arborwell Inc. Structural Engineers,Inc. Bay Area Geotechnical Group . , _, _ . _ - ___ --; -.__ _,�,_ ,. _�r, - ---- ` — _ _. �, - _ _ �, _ �. _ _ . • - � a � r ro ect 1 ar � n at e e nc. Landscape Architect Ssa Lanclscape Architects,Inc. Joint Trench Engineer RGA Design,LLC - r .—:_ �-��G'/..5 - �: �.,-.�,_.....��j.�,,L � . . �,�;;��:�.. _� �. e �..�>��„-,1 .. �, '.:ai:,,.. �..:_. . �_.: .�::i �yt�� c�� o.�av.a....�=,.�c.-,.�.... . . . a.,..-,...,...,p,,...e, ��,...-.�.'r �''--„�-z r•.sti�•...� .u. �:�. . i i..t:.'�,..�J� � roc ,...,... .. ... .,.�. .A .... ...�..�....�.�..a.,.n l. ... ,... .J 1 Electrical Engineer The Engirieering Enterprise General Contractor To Be Determined 45.07.15 - ASA/TR APPROVAL PROJECT SHEET INDE �' li � I��I��I��;��i�'i w I� J I G I< I m �w � I�1 .m II� . I, � I H m m��m�li O o m��r� Z H ��:OLL o n'�"�I�8,2 g I,¢8� I W W �INF'II¢w -wI�w.ar�l S S o�a O I¢o I`n a�i N I� I CIVIL DRAWINGS G007�.N01ES,LEGEND 8 ABBREVIFTIONS ,!�!!I � • C-002��CONSTRUCTION BEST MANAGEMENT PRACTICES I'� • � '� � '� ' C-003'C(7NSIHU�TIONUETpiiJ � �I � � I C-004 I CONSTRUCTION DETAILS I � � � I '� C-005'CONSTRUCiIONDETAILS � • � � ', I • • I G-006 I CONSTRUCTION DE7AILS . C-1W TOPOGRAPHICBUTILITYSURVEV � � �� '� • �� C-701 I SITE DEMOLITION&EROSION CONTROL PLAN , I I � • � II • : i G200'i OVERALL PROJEC7 SITE PLAN I� � • • � I � G201 SITEPAVINGPLAN • � �T. G202'HORIZONTAL CONTROL PLAN I � � I � �I � I � 4 C-300'OVERALL SITE GRADING PLAN � • G301 FtNE GRADING PIAN tT� � � C30 FIN2 E GRA�ING PUN ' C303 FINE GRAOING PLAN � C304 FINE GRADING PLAN � C-000'�OVERALL SITE UTILITY PLAN � ' � C�01�SITE U1ILITY PLAN C-002 SITE UTILITY PLAN Cd03 SITE UTILITY PLAN � C�64 SITE UTILITY PLAN � C-500 STORMWATERCONTROLPLAN ';� • � • �C-507�TORMWATER CONTROL CALCUlATIONS � • li�� G502 OVERALI HVDROLOGV PLAN i�_ITT_ G503 HYDRAULIC CALCULATIONS I I I-�-- C-601�JOINT TRENCH TITLE SHEET • �� C-602 i JOINT TRENCH IMENT � • I � LANDSCAPE DRAWINGS � • • L1.0 !MA7ERIALSANDFINISHSCHEDULE80CCUPANCVLOAD L7.1 �SITE PLAN • ! • �� • • • �', L2.0 CONSTRUCTION DETAILS I • ' � '� � �� ' � I • �,L2.1 LANDSCAPE SITE DETAILS ' � � � � "L3.0 I�RRIGATION ZONING PUN � • �� L3.1 IRRIGATION PLAN • � � � � L32 IRRIGATIONLEGEND.NOTES&SPECIFICATIONS � � � �� L3.3 �IRRIGATION DETAILS � � ' �� L4.0 TREE REMOVAL PLAN � � � � � � � � � I L4.1 TREE INVENTORY CHAftT 8 PRESERVAiION NOTES � �� • � � � • 'L4.2 �TREE PLAN ' • �' • �� • • '� • � LS 0 �PLAN7ING PIAN � i • ' � ' � ' � �L5.1 i PLANTING PLAN ENLARGEMEN7S • � � ' I '�L5.2 �'�PIANTING PLAN ENLARGEMENTS • � � � '�,L5.3 PLANTING LEGEND 8 SOIL SPECIFICATIONS � ' � �� ,L5.4 f'LAN'IYC Sf CC��'^N° ' ' • � 'i L5.5 ,('LAhTING DETA�S �� • � � � __ �ELECTRICAL DRAWINGS E-001+SYMBOLS LIST POWER ONE 11NE DIAG.,SCH.8�RAN'ING INDEY fU(TURE SCHEDULE., I� i • i � I E W2'�I7LE 240UTDOOR LIGHTING POWER ALLOWANCE I • �E-003 I TITLE 24 LIGHTING CONTROLS AND ELECTRICAL POWER DISTRIBUTION � I I E-004'SITE PHOTOMETRICS � � , � �' � E-200 ELECTRICAL SITE PLAN I '� � �' ,E-300 ELECTRICAL DETAILS �, , � � �I I ARCHITECTURAL DRAWIN6S A-0.0 I COVER SHEET A-1.0 DEMOLI110N PLAN A-2.0 EXTERIOR ELEVATIONS A-0.8 OCCUPANCV FLOOR PLAN-75T FLOOR(REFERENCE ONLV) A-0.9 �CCUPANCY FLOOR PLAN-2ND FLOOR(REFERENCE ONLY) q_q,� ENLARGEO RESTROOM DEMO PUN 8 PLAN 1ST FLOOR(FOR REFERENCE ONLY) q�,2 i ENLARGED RESTROOM DEMO PLAN 8 PLAN i5T FLOOR(FOR REFERENCE ONLV) A.d a I ENLARGED RESTROOM DEMO PLAN 8 PLAN 2ND FLOOR(FOR REFERENCE ONLV) STRUCTURALDRAWINGS 50.1 'GENERAL NOTES,ABBREVIATIONS.SCHEDULES AND SVMBOLS LEGEND s�.o FouNOnnoN PuN 52.0 �FOUNDATION DETAILS 53.0 �BUS SNELTERS ROOF FRAMING PLANS AND DETAILS 54.0 WALL ELEVFTIONS 55.0 I WOOD DECK AT GRADE AND DETAILS -'�a .� l: ! V � SITE ACCESSIBILITY NOTES 1 ALL SITE VJORK SHALL 6C IN CONFORMANCF WITH il?LE 7�OF THE!:ALIFf1RNIA PDMINISiRATIVF CODE THF AMFRICANS IMTH DISABILITIES AGT AGCESSIBILITY GUIDCLINCS(AOAAG�TIIC 2C'�CALI�ORNIA P,UI!OING CODF AND ANV LnC�L OF STqTF AMEN�MFNTStMEREOF 7 ALL PEDESTRIAN SURFACES SHALL BF STABLE FIRM AND SIIP RESISTANT SURFACES VJiTH A SLOPF OF LE55 THAN 6%SLOPE SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBEU AS A MEDIUM SALTED FINISH SURFACE5IMTH GREATER THAN A 8% SLOPE SHALL BE SLIP RESISTANT 3 A LEVEL AREA IS DEFINED AS A SPECIF�ED SURGACE THAT DOES NOT HAVE P S�OPE IN ANV�IREGTION EXCEEOING 1 5012%SLOPEI HALL NOT SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCE55 AISLES SHALL BE THE MINIMUM POSSIBLE AND 5 E%CEED 1 50 i2%SLOPE�IN FNV DIRECTION. WALKS AN�SIDEWNLKS a NWAiKISUerINEGn�n�'vFFn:,C:FC.�iC,".'�,Ah:.A".�'.�.".n+��ny.r�_n�<.n.. .aFC __..uFP1lRllf ASIDEWALK IS DEFINE�AS A SURFACED PEDESTRIAN WAY CONTIGUOUS TO A STREET USED 9V THE PUBLICT 5 WALKS AND SIDE WALKS SHALL HAVE A CROSS SLOPE THAT DOES NOT E%CEED 1 50(2%SLOPE)THE SLOPE IN THE DIRECTION Of TRAVEL SHALI BE LESS THAN 1 20�5%SLOPE)UNlESS OTHERWISE INDIGATED ANp SHALL NAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BV STEPS OR BV ABRUPT CHANGES iN�EVEL EXCEEDING 12 MCH AND SNALL 9E A MINIMUM OF a8 INGHES IN VJIDTM DOOR OR TE THAT SWINGS fi WALKS SHALL BE PROVIDED WiTH A IEVEL AREA NOT LE55 THAN fi0 INGHES BV 601NCHE5 AT A GA TOWARD THE WALK,AND NOT�E55 TMAN 4P INCHES WiDE BV 44 INCHES DEEP AT A DOOR OR GAIE THAT SWINGS AWAV fROM THE WALK SUCH WALKS SMA�L EXTEN�241NCHE5 TO THE SIDE OF TME STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK CURB R4MP5 ] A CURB PAMP IS DEFMED AS A SLOPING PEDESTRIAN WAV INTENDED FOR PEDESTRIAN TRAFFIC.WHICM PROVIDES ACCE55 BETWEEN H WALK OR SIDEWALK AND A SURFACE LOCATED ABOVE OR BELOW AN ADJNGENT CURB FAGE,AS DIFFERENTIATED F0.0M A RAMP e. CUfte RAMPS SHALL BE A MINIMUM OF 4 FEET WIDE WITH A SLOPE NOT EXCEEDING 1 1218 39%SLOPE)TRANSITIONS FROM RAMPS TO WALKS.GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGE MAXIMUM SLOPES OF AN ADJOINING GUTTER. ROAD SURFACE IMMEOIATELV ADJACENT TO THE CURB RAMP OR ACCE5518LE ROUTE SHALL NO'f EXCEED 1.20�5%SLOPE�WITHIN d FEET OF THE TOP AN�BOTTOM OF THE C11R8 RNMP TNE SLOPE OF THE FANNEO OR FLARED SIDES OF CURB RAMPS SHAIL NOT E%CEED 1 10[10°/SLOPE� 9 A LEVEL LANDING 4 FEET DEEP SHALI 9E PROVIDED AT THE UPPER EN�OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAiE EGRESS FROM THE RAMP SURFAGE.OR THE SLO�E OF THE FANNE�OR FLARED SIDES OF TNE CURB RAMP SHALL NOT E%CEED 1 121833°e SLOPE� 10 TRANSITIONS FROM RAMPS AND LANDING TO WALKS GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES 11 MAXIMUM SLOPES OF FDJOINING GUTTERS.THE ROAD SURFACE IMMEDIATELY ADJACENi TO TH[CURB RAMP OR ACCESSIBLE ROUTES SHALL NOT EXCEED 5 PERCENT IMTHIN 4'-0"OF TME TOP AND BOTTOM OF THE CURB RAMP 12. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BET4VEEN B"AND 8'FROM THE GUTTER FLOWLINE 13. AGCESSIBLE RAMPS SHALL HAVE A 12"WIDE BORDER W1TH tl4"GROOVES APPRO%IMATELV 31d'0 C.SEE GR00 VING DETAIL.THE SURFACE OF THE RAMP SHALI MAVE A TRANSVERSE BROOME�SURFACE TE%TURE ROUGHER THAN THE SURROUNDING SIDEWALK td IF LOCATED ON A CURVE THE SIDES OF THE RAMP NEEO NOT BE PARALLEL BUT THE MINIMUM WIDTH OF THE RAMP SHAL�BE 4'-0" 15 CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENOS THE FULL`MDTH AND MIN DEPTH OF THE RAMP DETECTABLE WARNING SURFACES SNALL GONFORM TO THE DETAILS ON TNIS PLAN AND CALIFORNIA BUILOING CODE DIMENSIONS �, AND PL4CEMENT OF DOMES SHALI GOMPIY WITH THE MOST CURRENT GALIFORNIA BUILDING CODE RE�UIREMENTS AS MANDATED BV THE LOCAL JURISDIGATION 16 UTILITY PULL BOXES MANHOLES VAUlTS AND ALL OTHER UTILITV FAGILITIES WITHIN THE BOUNDARIES OF THE CURB R4MP SHOULD BE RELOCATED OR ADJUSTED TO GRADE BV PRIOR TO OR IN GONJUNCTION IMTH CURB RAMP CONSTRUCTION RAMPS %IOPE INTEN�ED FOR T R THAN 1 2015 S ) 17. A RAMP IS DEFINED AS A WALNING SURFFCE WHICH HAS A RUNNING SLOPE GREA E PEDESTRIAN TRAFFlC AND AS DIFFERENTIATEO FROM A CURB R4MP ANV ACCESSIBLE ROUTE OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATEft THAN 120(5%SLOPE) 18 RAMPS SHALI HAVE A MINIMUM GLEAR NADTH OF 48 INCHES.UNLESS REQUIRE�TO BE WIDER BY SOME OTHER PROVISION OF THE CODES W EFFEGT THE MAXIMUM SLOPE OF A RAMP SHALL BE 1 17(8 37°b SLOPE)TNE MAX�MUM RISE FOR ANV RUN SHA�L BE 7� INCHES THE CRO55 SLOPE OF RAM7 SURFACES SHALL BE NO GREATER THAN 1 54�2°k SIOPE) 19 LEVEL RAMP IANDINGS SHALL BE PROVIDED AT TNE TOP AND BOTTOM OF EACH R4MP INTERMEDIATE LANDINGS SHAIL BE PROVIDED AT INTERVALS NOT E%CEEDING JO INCMES OF VERTIGAL RISE AND AT EAGH CHANGE OF DIRECTION LANDINGS ARE NOT T SS THAN 80 T P LANDINGS SHALL BE NO�E GONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP O INCHES WIDE AND SMALL HAVE A LENGTH OF NOT LESS THHN BO INCHES IN THE DIRECTION OF RAMP RUN IANDINGS AT THE BOrTOM OF RAMPS SHALL HHVE A DIMENSION IN THE OIRECTION Of RAMP RUN OF NOT LESS THAN 72 MCHES PUBLIC WORKS GENERAL NOTES 1 APPROVAL OF THESE PlANS DOES NOT ftELEASE THE ONMER AN��OR CONTRACTOR OF THE RESPONSIBILITV FOR THE CORRECTIONS nG MISTANfS FRRORS OR OMISSIONS CONTAME�THEREIN IF OURING THE COURSE OF CONSTRUCTION IMPROVEMENTS.PUBLIC INTEREST RE�UIRES A MOOIFICATION OF/OR A DEPARTURE FROM THE CI7Y OF CUPERTINO SPECIFH:ATION UR iHESt IMVHUVtMtNI PLANS THE CITY CNGINCCR SHALL HA\'E T4E 4U?unR!?"?O RFQUIRF�llfu M(1fllFl(;ATION OR DFPFRTURE AND TO SPECIFV THE MANNER IN NMIGH THE SAME IS TO BE COMPLETED AT THE SOLE FXPENSE OF THE ONMER ANDIOk CONTR4CTOR. 2 CONTACT PUBLIC WORNS.i40E1 7%'3104.FOR INSPECTION OF GRADING STORM DRAINAGE AND PUBLIC IMPROVEMENTS 3 ALl PUBLIC IMPROVEMENTS MUST BE COMPIETED PRIOR TOOCCUPANCY E CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ANO INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION 5 GONTRACTOR SHALL REVIEW CITY�ETAIL fi-d ON TREE PROTECTION PR�OR TO ACCOMPLISNING ANY WORK OR REMOVING ANV TREES 6. IITILIZE BEST MANAGEMENT PRACTIGES�BMP'Si AS REQUIRED BV THE STATE WATER RESOURCES CONTROL BOARD.FOR ANY ACTIVITY.WHICH DISTURBS SOIL ] A WORK SCHEDU�E OF GRADING AND EROSION 8 SEDIMENT CONTROL PLAN SHALL BE PROVIDEO TO THE GIrV ENGINEER BV AUGUST 15 NO MLLSIDE GRA�ING SHALL BE PEftFORMED BETWEEN OCTOBER 1 AND APRII 15 e ALL NEW ELECTRICAL SERVICE(POWER.PHONE.ANDiOR CABLEI SHA�L BE UNDERGROUNDEO 9 TO INITIATE RELEASE OF BONDS.CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION 10 ALL DOWN SPOUTS TO BE RELEASED TO THE GROUND SURFACE.DIRECTED AWAV FROM BUILDING FOUNDATIONS AND OIRECTED TO LqNDSCAPEDAREAS 11 A LICENSED SURVEYOR OR AIJTHORIZED GIVIL ENGINEER IMIL PREPARE AND SUBMIT TO THE PUBI IC WORKS DEPT.AN ELEVATION CERTIFIGATE FOR THE NEW STRUCTURAUADDITION 12.PRIOR TO BEGINNING WORK IMTHIN THE PUBLIC RIGHT OF WAY THE CONTRACTOR IMLL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE P�BLIC WORKS DEPARTMENT. KIER 8 WRIGHT STANDARD NOTES VICINITY MAP 1 AlL WORK SHAL�BE DONE IN ACCORDANCE 1MTH TNE RECOMMENDAiIONS IN THE SOILS REPORT FOR TNE PROJECT PREPAREO �--� BY BAGG ENGINEERS.DHTED NOVEMBER 2e 201G FII F NIIMBER APPLE�20-00 VI HOMESTEAD RD L; 2 TNE ORGANIC MATERIAL COVERING THE SITE SHALL BE STRIPPED AND STOCKPILED THE SiRIPPINGS SHALL BE USED TO I I I '��SER SANTA CLARA II BACKFILL ALL LANDSGAPE PLANTERS AND ROUGH GRADE MOUNO AREAS.AS SHONM ON L4NDSCAPE DRAWINGS.TO WITHIN 0 1' 'I FORGE OR OF GRADES SHOWN E%GE55 STRIPPINGS AND EXGAVATED MATERIAL SMHLL BE REMOVED FROM TNF SITE BV THE GRADING CONTRACTOR � J ADJUSTMENTS TO BUILDING PA�ELEVAilONSOF PARKING LOT GR4DE5 TO ACHIEVE EARTHWORK BALANCE SHALL BE MADE � �i ONLV NATH APPROVAL OF THE ENGINEER i � I � 4 COMPACTION TO BE DEIERMINED USING ASTM D155�-LATEST EDITION �� i I ' 5 THE TVPES LOCATIONS SIZES ANDIOR DEPTHS OF E%ISTING UNDERGROUND UTILITIES PS SHONM ON THE IMPROVEMENT PLANS I PRUNERID�GE AVE � �i VJERE OBTAINED FROM SOURGES OF VARVING RELIABILITV THE CONTRHCTOR�S CAUTIONED THAT ONLV ACTUAL EXCAVATION Q �1� i 1 I'� 'i I I /�/ \� I ��' YJI��R[VCAL'HC'Vf ES EY.TEN?.SIZES.LOCATIONS AN��E Twc nc Cilt'H IINf]FRf,ROUND UTILITIES iA REASONABLE EFFORT 2(� , HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNONM UNDERGROUND UTILITIES�HOVJEVE0..TNE ENGINEER CAN ASSUME NO i� RESPONSIBILITV FOR THE COMPLETENESS OR ACCURACY OF TNE DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAV I I�Q ��'�'' BE ENCOUNTERED,BVT WNICH ARE NOT SHOWN ON THESE DRAWINGS �ti � O�j � �� /�I `/�I w ShNITARV SEWER CONSTRUGTION PRIOR ' /� , I I � a RACTOR TO VERIFV ALL EXISTING INVERT EtEVATIONS FOR STORM DRAIN AND �� I 8 CONT I �//� I � ( u� la i I I TI N // l5 I CONNEC O AT THE DONMSTREAM ''�j I �. TO ANV SITE WORK ALL WORK FOR STORM AND SANITARV INSTALLATION SHALL BEGIN '� �� // I I I TA LATION OF THE E NTIRE LINE IF � � �'. T THE NS L I Z ��I I� II ST NTC Tfl RF MAnF PRIOR O I I I I I� I I�. .I i �L�iL ,�J U FOI�T THIS NAL:ALL^W F^P..4NY NErEcSARy 4D.J_MF _ __ �i .-- TNE CONTRACTOR FAI�S TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORKS UPSTREAM.ME SMALL PROCEE�AT II� � I� I ! �I I��I I �..� ��I^Q. HIS OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY �� Ia TI ITV CONNECTIONS AND i I '� ] SHOULD DISCREPANCIES EXIST BETWEEN TNE ACTUAL EIEVATIONS ANO LOCATIONS OF E%ISTING U l � �� THOSE AS SMONM ON THESE PLANS THE CONTRACTOR SHALL NOTIFV KIER 8 VvHIGHT CIVIL ENGINEERS AND SURVEVORS INC I� II ROJECT I AT(408�771�685 BEFORE ADJUSTING UTIIITV DESIGN � I � OCATION � 7 � I 8 CONTRAGTOR SHALL UNCOVEfi AND E%POSE ALL EXISTING UTILITV AND SEYI�R LINES NMERE iHEV ARE TO BE CROSSED ABOVE o VALLG9 P� OR BELOW BV THE NEW FACILITY BEING CONSTRUCTEO IN ORDEft TO VERIfY THE GRADE AND TO ASSURE THAT THERE IS wr I I `�/AF � I I SUFFICIENT CLEARANCE.IF THE CONTRAGTOR REQUIRES ASSISTANCE HE SHALL CALL KIER&WRIGHT C�VR ENGINEERS AND � � ^T � RSF SURVEVORS.INC AT 40Bl12]Efi65 AND RE�UEST A SURVEY CREW TO MAKE THE DETERMINATION PIPE SHALL NOT BE STRUNG Q� Rkq ��I NOR TRENCHING COMMENCED UNTI�ALL CROSSINGS HAVE BEEN VERIFlED FOR GIEARANCE IF THE CONTRACTOR FAILS TO � I � �RicF� I�� FOLLOW THIS PROCEDURE FiE W1LL BE SOIELV RESPONSIBLE FOR ANY E%TRA WORK OR MATERIAI REQUIRED IF MODIFlGATIONS iZ qy TO THE DESIGN ARE NEGESSARV �m NOT TO SCALE EVENS CREEK BLV g THE CONTRAGTOR SHALL SET HIS STRING OR NARE THftOtIGH AT IEAST THREE GRADE STAKES TO VERIFV THE GR4DE IF THE , STAKES DO NOT PRODUCE A UNIFORM GRADE.NOTIFY THE ENGMEER IMMEDIATELY AND HAVE THE GRADES CHECKED PRIOR TO LANDSCAPEIIRRIGATION NOTES TRENCHING 1.THE EXISTING GROUND COVER THAT IS DAMAGED DURING CONSTRUCTION SHALL B 10 STORM DRAIN PIPES DESIGNATED AS"SD"FROM 4"TO 24'IN DIAMETER SHALL BE SDR-35 P V C(GREEN-TITE PIPE BV MANVILLE REPAIRED IN KIND TO THE SATISFACTION Of APPLE INC. OR APGROVED EOUAL).CLASS MOPE SMOOTH MTERIOR PIPE PER ASTM D32121HANCOR SURE-LOK VJ�PIPE OR APPROVED Eoun�1 wirH cinss i encKFiu oa oucn�E iaoN PiaE�o i.P�.iF sPECiFiEO oN auNS No nwrEain�suesTiTUnoN sHnu eE 2 THE EXISTING IRRIGATION SVSTEM SHALL BE MODIFIED AS NEEDED TO ELIMINATE SPRAY n AILOYJED fOR DUCTILE IRON PIPE ANY PIPES LARGER THAN 24"IN DIAMETEft SHALL BE ClASS II�REINFORGED CONCRETE P�PE ONTO ANY SIDEWALK OR OTHER HARDSCAPE AREAS. �R C P.)NDPE AND PV.0 PIPE SHALL ONLV BE USED VJHEN THE MANUFACTURER RECOMMENDATION REOUIREMENTS ARE MET. PIPE MADE OF ANV OTHER MATERIAL MAV BE USED ONLV AiTER APPROVAL OF THE ENGINEER 3.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL EVALUATE THE EXISTING ii nu unuTV srRUC7uaE5 v+c�uon+c euT Nor uMi7EO ro MnNHO�ES cnTCN ensiNS.wnTER vn�vES.FiRE Nvoannis, CONDITIONS AND DETERMINE NECESSARY LANDSCAPE 8 IRRIGATION MODIFICATIONS. rE�EaHONE nNO E�ECraic vnu�rs nNO auu eoxES rruT�iE NnrHiN nREns EFCECrEO ev woaK oN TNis Pao�ECT sHn��eE THESE MODIFICATION SHALL BE PRESENTED TO APPLE INC..MARIA MOULES(OFFICE: n ao�uSiEO ro canoE er 7HE cor+tancioR oa iHE aESaECiivE uTiuTV con+vnNV 7HE CoN7anctoR is aESaoNSia�E io 408-9�40496,CELL:408-5952839)PRIOR TO START OF CONSTRUCTION. AFFECT COORDINATION 12 ALL AREAS TO BE GRADED AT 1%MINIMUM FOH DRAINAGE EXCEPT ALONG FION/�INE OF CURB AND GUTTER OR VALLEV GUTTER, 4.ALL MODIFICATIONS SHALL BE DONE TO THE SATISFACTION OF APPLE INC..CONTACT' ns sHOV�m PAUL CEBROWSKI,08M LANDSCAPING SUPERVISOR.408-9746689. 13 CONTRACTOft SHALL GftADE EVENLV BETWEEN SPOT ELEVATIONS SHOWN 14 PROPOSED SPOT GRADES�ELEVATIONS)SHONM HEREON ARE FINISHED PAVEMENT GRADES.NOT TOP OF CU0.8 GPADES. UNLE55 NOTED OTHERWISE 15 ESTIMATED EARTHWORK�UANTITIES EARTHWORK�UANTITIES SHOWN�IF ANV�.OR OTHERWISE SUPPIIED BV KIER 8 VJfiIGHT, NRIGHTASSUMES ARE APPROXIMATE ONIY AND SHONM FOR THE PURPOSES Of CALGUtATING GRA�ING PERMIT FEES KIER 8 pERM1T SCOPE OF WORK NO LIABILITV FOR THE ACCURACV OF THESE�UANTITIES 16 NMEN A GftADING PERMIT IS ISSUED ON THIS PROJECT THE AGENCV APPROVAL APPLIES ONLY TO GRADING.THE CONTR4GTOR THIS PERMIT PACKAGE IS FOR PAVEMENT REPAIR AND OVERLAY OF THE EXISTING PARKING is RESaoNSie�E Foa sECUaiNC n��o7HEa r+ECESSnRV PERMirs 7o nccoMausN PaocOSEO si�woaK ii is sraor+c�r LOT,REMOVAL OF DAMAGED CURB DUE TO TREE ROOTS,INSTALLATION OF NEW RECOMMENDED THAT THE CONTRACTOR OBTAIN ALL NECESSARY UNDERGROUND PERMITS BEFORE ROUGM GPADING THE SITE. REPIACEMENT CURB,INSTALLATION OF LANDSCAPING,ACCESSIBILIN IMPROVEMENTS.SIT ns REViS�oNS 70 uNOERGaouNO Fnci�tnES MnNOn7ED ev auN cHECKiNG ncENCiES Mar SueSrnNnn��v EFFECi canoiNC LIGHTING.NEW TREES AND INSTALLATION OF ELECTRIC VEHICLE CHARGING STATIONS. INCLUDING FINISHED FLOOR ELEVATIONS i7 TNE coNiruC7oa sNn��vEaiFV iHE cor+rEN75 nNO iHicKNESSES oF rHE eui�oiNG sue sECnoN�iE coNCaE7E snNO. TREE REMOVALS ARE PART OF A SEPARATE APPLICATION AND ARE SHOWN HERE FOR ROCK)WITH THE STRUCTUfiAL PlANS ANO THE ELEVATIONS SHOWN HEREON PRIOR TO GOMMENCEMENT OF GfiADING REFERENCE. OPERATIONS 18 ALL WORK SHALL BE PERFORMED IN ACCORDFNCE NfiTH APPLICNBLE O S.H A.REGULATIONS APPLICABIE CODES t9 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLV ACCEPTED CONSTRUCTION PRAGTICES. ZO13 CALIFORNIA BUILDING CODE CONSTRUCTION GONTRAGTOR 1MlL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITV FOR J09 SITE GONDITIONS � 2013 CALIFORNIA ELECTRIC CODE DURING TNE COURSE OF CONSTRlICT10N OF THE PROJECT INGIUDING SAFETY OF ALL PERSONS AND PROPERTV THAT THIS Z013 CALIfORNIA GREEN BUILDING STANDARDS CODE REQUIREMENT SNALL BE MADE TO APPLV CONTINUOUSLV AND NOT BE LIMITED TO NORMAL WORI(ING HOURS AND UNDERWRITERS LABORATORY(UL)LISTED CHARGING SYSTEMS GONSTRUCTION CONTRACTOft FURTHER AGREES�O DEGEND.INDEMNIFY FND HOLD DESIGN PROFESSIONAL HARMLE55 FROM TITLE 24 ANV AND ALL LIABILITY.ftEAL OR ALLEGE�IN CONNECTION WITH THF PERFORMANCE OF VvVRN ON iH15 PROJECT E%GEPTING �iqei�m naiSiNC FROM iHE so�E NEC�icENCE oF oESicN caOFESSioru�. ALL LOCAL 8 STATE AMENDMENTS BACKGROUND INFORMATION NOTE CAUTION!!THE EXISTING UTILITIES AND SITE CONDITIONS ON THESE DRAWINGS ARE BASED ON VARIOUS SOURCES OF DATA.NOT ALL INFORMATION SHOWN ON THE TOPOGRAPHIC SURVEY BACKGROUNDS HAS BEEN FIELD VERIFIED.ALL INFORMATION SHALL BE VERIFIED IN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTtON. EXISTING UTILITIES EXISTING WITHIN THE PROJECT AREA MUST BE POTHOLED AND FIELD-VERIFIED PRIOR TO CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK.KIER 8 WRIGHT SHALL NOT BE LIABLE FOR ANY DAMAGE OR REPAIRS TO EXI3TING UTILITIES DUE TO DISCREPANCIES BETWEEN FIELD CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS. PROJECT BENCHMARK BM-134,SANTA CLAR.4 VALLEY WATER DISTRICT BENCHMARK: BRASS DISK ON NORTHERN HEADWALL AT THE NORTHEAST CORNER OF THE BRIDGE AT CALABAZAS CREEK AND INTERSTATE 280. ELEVATION:172.92 FEET (NAVD 1988 DATUM) DEMOLITION GENERAL NOTES EROSION CONTROL NOTES 1 CONTRACTOR TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS FOR DEMOLITION,INCLUDING BAA�MD ALL WORK SHALL BE 1 THE FAGILITIES SHONM ON THIS PLAN ARE DESIGNED TO CONTROL EROSION ANO SEDIMENT DURING THE RAINY SEASON. PERFORMED IN ACCORDANCE WITH APPLIGABLE 0 S H A REGULATIONS OCTOBER 1 TO APRIL 30.FAGLITIES ARE TO BE OPERABLE PRIOR TO SEPTEMBER 15 Of ANV VEAR GRADING OPERATIONS DURING THE RAINY SEASON NMICH LEAVE DENUDED SLOPES SHALL BE PROTECTED WITH EROSION CONTROL MEASUftES 2 CONTRACTOR SHALL NOTIFV ONMER'S GEOTFCHNICAL ENGINEER A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF BACKFlLL �MMEDIATELY FOLLONANG GR4DING ON TME SLOPES DURING THE NON-RAINV SEASON BEST MANAGEMENT PRACTICES OPERATIONS (BMPS)MUST BE IMPLEMENTED DURING CONSTRUCTION NMICH INGLUDES.BUT IS NOT LIMRED TO�.STABI�IZED 3 IF HAZAR�OUS MATERIALS ARE ENCOUNTERED AT TIME OF DEMOLITION THE OVJNER AND ENGINEER SHALL BE CONTACTED THE CONSTAUCTION ENTRANCE.TIRE WASH ARFA AND INLET PROTECTION REMOVAL OF THESE HAZARDOUS MAiERIALS SHALL BE PERFORMED BY OTHERS UNDER SEPARATE PERMIT PER APPLICABLE NATIONAL. STATE AND LOCAL ORDINANCES EXISTING ASBESTOS REMOVAL IS TO BE PERFORMED BY OTHERS PRIOR TO DEMOLITION AND 2 THIS PLAN COVERS ONLV THE FIRST WINTER FOLLOWING GRADING'MTH ASSUMED SITE CONDITIONS AS SHOWN ON THE REMOVAL OF ANV MATERIALS,THE DEMOLITION CONTRACTOR SHALL GHECK FOR iHE PRESENCE OF FNV REMAINING ASBESTOS IF EROSION CONTROL PLAN PRIOR TO SEPTEMBER 15.THE COMPLETION OF SITE IMPftOVEMENT SHALI BE EVALUATED AN� ASBESTOS IS FOUND TO BE PRESENT THEN ADDITIONAL ASBESTOS REMOVAL PROCEDURES SHOUL�BE FOLLOWED. REVISIONS MADE TO THIS PLAN AS NECESSARV IMTN THE APPROVAL OF�HE CITV ENGINEER PLANS ARE TO BE 4 A FULL-TIME SUPERINTENDENT SHALL BE ON SITE DURING DEMOLITION TO OVERSEE THE OPER4TICN AND OBSERVE SAFETY RESUBMITTED FOR CITV APPROVAL PRIOft TO SEPTEMBER 1 OF EACH SUBSEQUENT VEAR UNTIL SITE IMPROVEMENTS ARE PRACTICES CONDUGT DEMOLITION TO AVOID DAMAGE TO EXISTING IMPROVEMENTS THAT ARE TO REMAIN IF E%ISTING IMPROVEMENTS qCCEPTED BV THE GITY. THAT NRE TO REMAIN ARE CUT.DAMAGE�.OR ALTERED DURING DEMO�ITION.REPAIR OR REPLACE IN KIND TO A CON�ITION AS GOOD AS E%ISTED BEFORE CONSTRUGTION WAS STARTED AT NO E%TRA COST TO OWNER 3 CONSTRUGTION ENTRANCES SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF GRADING ALL CONSTRUCTION TR4FFIC 5 REMOVE DEMOLISHED MATERIAL FROM SITE AS WORK PROGRESSES DO NOT PERMIT�EBRIS TO AGCl1MULATE ON SITE PROVIDE ENTERING ONTO THE PAVED ROADS MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCE WAVS(AL50INCLUDE THIS NOISE AND DUST ABATEMENT AS REOUIRED TO PREVENT CONTAMINATION OF ADJACENT AREAS A FULL�TIME HIGH PRESSURE WATER NOTE ON GRADING PLANS.) TRUCK SNALL BE ON SITE TO CONTROI ALL DUST 6 VJHERE SPECIFIED.PRESERVE IN OPERATING GONDITION ALL ACTIVE UTILITIES AND SERVICES TRANSVERSING Oft VJITHIN THE PROJECT 4 CONTRACTOR SHALL MAINTAIN STABILIZED ENTRANCE AT EACH VEHIGLE ACCESS POINT TO E%ISTING PAVEO STREETS ANV SITE.PROTECT ALL PROPERTV AND APPURTENANCES TO REMFIN VERIFV WITH TME ONMER AND ENGINEER ALL OBJECTS TO BE MUD OR DEBRIS TRACKE�ONTO PUBLIC STREETS SHAIL BE REMOVED DAIIV AND AS REOUIRED BY THE CITY REMOVED FND ALL OBJEGTS TO BE PRESERVED.THE DRAWINGS MHY NOT SHOW ALL O&IECTS EXISTING ON THE SITE 7 CONSTRUCTION CONTRACTOft AGREES THAT IN AGCORDANCE WITH GENERALLY ACCEPTED CONSTRUGTION PRACTICES, 5. IF HYDROSEEDING IS NOT USED OR IS NOT EFFECTNE BY 0927.THEN OTHER IMMEDIATE METHODS SHALL BE IMPLEMENTED, GONSTRUCTION GONTRAGTOR WILL BE REQUIRED TO ASSUME SOLE AND GOMPLETE RESPONSIB�LiT�FOR JOB SITE CONDITIONS SUGH AS EROSION CONTROL BLANKETS.OR A THREE-STEP APPLICATION OF 1)SEED MULCH.FERTIIIZER 2)B�OWN STRAW 3) DURING THE COURSE OF CONSTRUCTION OF THE PROJECT.INCLUDING SAFETV OF ALL PERSONS AND PROPERTV.THAT THIS REOUIREMENT SHALI BE MADE TO APPLV CONTINUOUSLY AN�NOT BE LIMITED TO NORMHL WORKING HOURS.AND CONSTRUCTION TACKIFIER AND MVLCH CONTRAGTOR FURTHER AGREES TO DEFEND INDEMNIFV AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ANO ALL LIABILITY. REA�OR ALLE6ED.IN CONNECTION 1MTH THE PERFORMANGE OF WORK ON THIS PROJECT.EXCEPTING LIABI�ITV ARISING FROM THE g INLET PROTECTION SHAL�BE INSiALLED AT OPEN INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SOLE NEGIIGENCE OF DESIGN PROFESSIONAL SVSTEM MLETS NOT USED IN CONJUNCTION WITH EROSION CONTROL ARE TO BE BIOCKED TO PREVENT ENTRV OF 8 THE T'VPES.LOCATIONS.SIZES ANDiOR DEPTNS OF E%ISTING UNDERGROUND UTLITIES AS SHONRJ ON TNIS TOPOGRAPHIG qND SEDIMENT BOUNDARV SURVEY WERE OBTAINED FROM SOURCES Of VARVING RELIABILITV THE CONTRACTOR IS CAUTIONED THAT ONLV ACTUAL E%GAVATION W1LL REVEAL THE TVPES E%TENT SIZES.IOCATIONS ANO DEPTHS OF SUGH UNDERGftOUND UTILITIES�A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AN�OELINEATE ALL KNOW UNDERGROUND UTILITIES)NOWEVER.THE ENGINEER CAN ASSUME NO 7 L0T51MTH HOUSES UNDER CONSTRUCTION NALL NOT BE NYDROSEEDED EROSION PROTECTION FOR EACH lOT WITH A RESPONSIBILITV FOR THE COMPLEiENE55 OR ACCURACV OF ITS DELINEATION OF SUCH UNDERGROUND UTILITIES WHICH MAV BE HOUSE UNDER CONSTRUCTION SHALL CONFORM TO THE TVPICAL LOT EROSION CONTROL�ETNIL SHONM ON 7HI5 SHEET ENCOUNTERED.BUT NMICH ARE NOT SHOWN ON TNESE DRAWINGS 9 PROTECT ALL EXISTING MONITORING WELLS.EXTR4CTION WFLLS AND ASSOCIATED FACILITIES INOT ALL MNY BE SHOWN)SCOPE OF e THIS EROSION AND SEDIMENT GONTROL PLAN MAV NOT COVER ALL THE SITIJATIONS TMAT MAY hRISE DURING WORN nnEB NOT INfI I I�F PflANDONMENTS OR ADJUSTMENTS OF WELLS GOORDINATE ALL WEIL MODIFIGATIONS WITH SANTA CIARA CONSTRUCTION�UE TO UNNNTIC�PATEO FIELD GONDITIONS VARIATIONS AND FDDITIONS MAV BE MADE TO THIS PLAN IN THE VALLEV WATER DISTRICT AND THE CITV OF SAN JOSE FIELD.NOTIFV THE CITY REPRESENTATNE OF PNV FIEL�CMFNt;tS 10 GONTRACTOR TO DOCUMENT ANO SURVEY ALL FlELD-LOCATED UTILITIES NOi SHOVJfJ ON iHESE FIANS.NOTIFV ENGMEER AND OVJNER IMME�IATELV IF UTILITIES ARE�ISCOVERED PRIOR TO PROCEEDING VJITH DEMOLITION WORK � 11 ALL UNDERGROUND LINES CONDUITS AN�VAULTS SHALL BE REMOVED UNLESS OTHERWISE NOTED ALL UTILITIES SHOWN TO BE CAPPED SHALL BE FIELD DOCUMENTED AND SURVEVED FOR E%ACT LOCATION OF STUB AND WITNESS MARKER INSTALlAT10N 11 EXISTING WATER TREATMENT FACILITY SNAL�BE PROTECT[D AND MAMTAINED THROUGHOUT DEMOLITION CONTRACTOR SHALL VERIFV UTILITV SERVIGES TO STRUCTURE PRIOR TO DEMOLITION AND DOCUMENT AND SURVEY LOGATIONS 13 PRIOR TO DEMOLITION VERIFV ALL EXISTING UTILITIES THAT SERVE EXISTING�RACTIGE FIELD MPRK UTILITV LOCATIONSAND _` � PROTECT IN PLACE DURING CONSTPUGTION '\ 14 ALL EXISTING ASPHALT.CONCRETE SLABS FOOTINGS AND BASE ROCK SHALI BE REMOVEO WITHM LIMIT OF WORK UNLESS OTHER WISE NOTED STOCKPILE ALL MATERIALS SEPARATELV ON-SITE FOR TESTING AND POTENTIAL RE-USE STOCKPILES SHALL BE GOVERED AT ALL TIMES Know what�:below• 15 FIELDS COURT IMPROVEMENTS AND CUl-0E�SACS ARE ANTICIPATE�TO BE UNDER CONSTRUCTION�BY OTMERS)CONGURRENT WITN (��$��,�e you di9. TMIS DEMOLITION PHASE CONTRACiOR SHALL COORD�NATE W1TH THE CITY PROJECi TEAM WHERE E%TENT OF DEMOLITION ENCROACHES FIELDS COURi AND AVIATION AVENUE IMGROVEMENTS ABBREVIATIONS AB AGGREGATE BASE IB AC �+SPHALTIC CONCRETE INV AU AREA DRAIN JO ADJ ADJACENT OR ADJUST ��5 BC BEGINNING OF CURVE LIP BLDG BUILOMG ��W BR BOTTOM OF RAMP LP BTM BOTTOM LSCP gW BACK OF WALK MAX C CONCRETE MIN CB CATCH BASIN O R CLMN COLUMN P U E. CO CLEAN OUT TO GRADE PIV CONST. CONSTRUCT PRC COTG CLEAN OUT TO GRAOE py CW COLD WATER PVC DCW DOMESTIC COLD WATER RD DFU DRAINAGE FIXTURE UNITS RIM DI DROP INLET RMN. DIA. DIAMETER Ryy� DS DONMSPOUT SD D7L DETAIL SDCO pW DOMESTIC WATER SDDI DVLT DAYLIGHT SDMH EB ELECTRIC BO% SF EC END OF CURVE SLB ECAB ELECTRIC CABINET SS ELEC ELECTRICAL SSCO EM ELECTRIC METER SSMM EMH ELECTRICAL MANHOLE STD. ESMT EASEMENT SVC EV ELEC7RIC VAULT SVP EW EDGE OF WALK TB E% EXISTING TC F� FOUND TD FF FINISH FLOOR TMH FG FINISH GR4DE TOP FH FIRE NYDRANT TR FL FLOW LINE TSB FM FORCE MAIN 7yy FS FIRE SERVICE or FINISH SURFACE 7yp GB GRADEBREAK VG I GM GAS ME7ER W/ GPM GALLONS PER MINUTE yyg GR. GRADEorGROUND WV HP HIGH POIN7 IRRIGATION BOX INVERT ELEVATION !UNC?ION 90% LANDSCAPE LIP OF GUTTER LIMIT OF WORK LOW POINT LANDSCAPE MA%IMUM MINIMUM OFFICIAL RECORD PUBLIC UTILITY EASEMENT POST INDICATOR VALVE POINT OF REVERSE CURVE PAVEMENT POLVVINVLCHLORIDE ROOF DRAIN RIM ELEVATION REMAIN RAIN WATER LEADER STORM DRAIN STORM DRAM CLEAN OUT STORM DRAIN DROP INLET STORM DRAIN MANHOLE SQUARE FEET STREET LIGHT BO% SANITARY SEWER SANITARY SEWER CLEAN OUT SANITARV SEWER MANHOLE STANDARD SERVICE SILICON VALLEY POWER TELEPHONEBO% TOP OF CURB 7RENCH DR41N TELEPHONE MANHOLE TOP OF SLOPE TOP OF RAMP TRAFFIC SIGNAL BOX TOP OF WALL TVPICAL VALLEV GUTTER WITH WATER BOX WATER VALVE Apple Inc. VP01 -Sitework 19191 VALLCO PARKWAY CUPERTINO,CA � � � � � � � � � � tU Z N N li v O Q� W J� � li W Q N�li �Q O �� W�U Zm� Q ��J W UQ =NH O Z >Ma C)M cn � � REVISIONS AND ISSUES ISSUE FOR BID ISSUE FOR BID AS4RR RESUBMITTAL DESCRIPTION a �s �N r r; r� W� a � N it Y �� U N,.; �L m N'C O 2 .�..,y y Y c O> ai PROJECT NUMBER A74000-VPot DESIGNED JN DRAWN STAFF DATE DECEMBER 2��SCALE AS SHOWN SHEET NAME NOTES,LEGEND,& ABBREVIATIONS SHEET NUMBER C-001 '� ; ,'; � � ,� CALABAZAS CREEK ?{ Apple inc. � � � �,� .� �i' � �° �, � � ;� � � x" -4 �s�� - - � � � � �,� � � -� � ', VP01 -Sitewor � , ;` ,.� o � ._ _--- _ " - � '�, 19191 VALLCO PARKWAY �. - � � �I�'�. � I _ .- o- _ � � � ;�q I CUPERTINO,CA ,p ro-' �1-I � � � 15.00'STORM IN I -I '�;...�,� ` _._ '-i c I 6 . I ... �ro� -�.t -... FQ �- ss ro -ss �- .... r ESMT(8069 O.R. 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'. ... i � Z m� �o � � p� 1 �.-' ¢ -±1 � _ _ .� � _� _ __. s _ _ � -� �,� � v�� r L 1 � a � . � . i ,-,o� 11 1 '�� 1 �� - I r PARCEL 3 hl i I I ` -�o .o��. ,�l ->c �a _.o �`"� � � W V Q �� E1 � �i � � ` ' 1438 M 12-1J1 . I � J N y \ 1� �� \ • � J s: I N ` � � _ ii�4" I � 1 � p Z Y \ �\ '-'��'�� -- 11 � - l � ❑ h . . .�1 ,—. `��i4 „y �,� � U M Q o 3 \ \ �� .-----� I � - = 15.00'STORM AIN ntr� I �y y a 3 \ � � � � - � N N I I I ESMT(8 ) � I ww�m.so \\\ \ \ . � `1_. �I ; � -: i �III �I - .... ��- � ... -� 7 � io.w��Un \ \ � -- I' + E I �I ��yr ro.os r(a.� �- 1 i � ❑ I \ °� � \� � N I i . \ / � C� � \ � � �` :- 1 .. ', I I u{ _ ol�, I I `� � � �� . .. \ \ �a&k i \\ \\ ` � I �li IM1 ,� � I E � i I \ �\ �' 1 ❑ II �'- � � r �; '�°. � �i� � , � � � � �-� �� -r� ,� I �' -` � � �� ,�,�' _� � , _ �i � �_ i ¢ ,,� ;�, /� � � �,_- __ `� I % ' -- .� \� �� ° � � �I I� I :.I � � ,/ ti°,�T , � � �� ' � �� I ��- �� _ �_�� s. �� 'f.' �� ❑ n__� b� � �/� . . � .. •' ? �-- \ � ��3, � �1 �\I� fi"t=� --- ��i 9d �� -- - �% �� o io ao eo _ � �- �� ` \\�� \\ ---. ..- .. g .\\\ �,�=1_�N I �..--- _ I iV ,��i/ �I �,��/, � . �� '��' ''// s��i� zon \ � � \ r I � X i o, /� � �� / � � � � - I _ \� � �� o I � � A�c/ - � �� REVISIONS AND ISSUES � �� - I �` I I �IAa ' u _ � �i � � ISSUEFORBID 020915 \ � \� \ � � --- r C N � I I I� N ��./�//�•y�/�� .. . � / / . AShTRRE5U8MITfAL ��4 815 \ � � - . `� I. � � I � q1A'ft'/�� / �� \ '-.` I I _� � �/ / AS4,�RAPPROVAI 050715 �\ � ,�ynm i � _ I V / . y� m3� � ` _ i�� I r!�R" o� �` / i:�\\ \� �� -. . _� ��e� L . _ . . — . — . -� . T T=�-� . — . �.� �� __-�� / �`i -° �., i�// � ��%�l . \ � - �L I �� _ � _ ��. \` � \� iP: '�i4� 1 i jJ a j _I I I r�_ /`� /s� e - � / /—��—'—%� � , . - —� � ¢-----..�s. � `� \�� _ _—5� I I e I I -i�4" _..� _�—�-_� =s�=�=; � \ � — — �� ss �r—�-- ss ss _\� Y� JE�,�91 �� pdQ�,�ti� �_.s � �� mw�,�,.w \\ � �a'� il .. ->s� \ c »�v�w se e•._ - - \ _ b e'a.c� �� \ __... � \ \\�\ - ' � �� \ � � � �' ` � \ — ' ♦ , \ � — — � \ � \ __. -- ._p ..._. , � /�5 � �r � , �\ > > \ \ i'�°" '� � � �' \ \ .- -- / \ � � � � � ,� G _ \ 5 \\ ' y �. \ `�� '�\ "r� . _.. '�\ / ` > � - _ ,g�.. ,'o Fs � ;` ° i � �\\ \ �\\\ \ ... o �o/ ��i � �rrJ '- - / g �� L �� i� � i � \\ � \\ \ � �� \ / � � � �' i g ��\\ � . �� \\ \\ _ �--. � c - - //�i � � � 4 � ,/ �/ � \ \ ,p ' � � ir.� '� / \ / ��i i� \�\ �� \\\ \ ° / . ' \\ �\ ` �\ \ � � ,i , T ,�� g ��, � �'9� � �� _ � � � � � �� }'�f � / � $ � �� \ n`' � i i �i � .vinw \� � y � /� u �� i \ /� // � � \ � i� g � E \ � / / M. \ % // � �� \ \ /� � �_ , � �_ _,, o . ;-� ,\ s — \ :-:-=�E � ,, , ;nu�a:�, ` % / i � µ,n i i � _ 1,�{¢ �i �i �/ . . .. i/ i �/ i� . j� j �/ � � _"--••� NO DESCRIGTION DATE i i� , % � � I'" , % � /�i '/' __= ` i i � /� � ///i� '/, �_�� \� i / � �� PJ��v �� ; � ,-' ; ,-' � � /% ,;- J // �%/ j ..�' �P�'�P ,��// PROJECT NUMBER A14000-VPO1 /% y� ��,� DESIGNED JN DRAWN STAFF i /� /� /� �1 DATE DECEMBER2014 SCALE ASSHOWN � %� i� .•i��/ ��+� ��.�w;� SHEET NAME � �i � � ; �� -- =..m x� � r j � �v� TOPOGRAPHIC& �' �/ �' ,.� : �r. ,�. r,,�� L��. �� UTILITY SURVEY � / � ��« � / �i � �< ,.i_�i .��i.ii:.si.3�i� l i /�i i .. . ;_. /// / ,I /// � ,.,�� / , , � t fi � / % > , �� s•', �� ,.. ._ :,- �:. - _.>,....s � , , �� .-... .. ,j �j , � � % �% � i�� : ��; : SHEET NUMBER � . ... . ..'' . . , .. ..........a/ ..., ,:.:�y,o,..�.�.e«o- / ......... ...�_ .... � .. . :� ...�.... ��..1 c-� oo i `\ .,`\ opertylinefencetoremam CALABAZAS cREEK . Apple Inc. - I�I \°�••.\ new decomposed grenite --. �._ -- '- -.�.,_= pathweytopublicstreel ---�" � Q�' �� - - - `�_- -- - -- -- ---�-- -- -- -- -- " -' -- -- '- -- -- -' -- VP i ew . �,-��. __ � _ -- -i-T-� r--r- -r-T -r-?-,— �� r � r � -T-,--�,� i I i ' � �' � � � � ° ' ' 19191 VALLCO PARKWAY i _i_ - -�- -7--- � I I � �, � I 'I CUPERTINO,CA � �I I � � �' � i � � �� I �, �� I � � � �� ' �� i � � I l � �� I I ' �I �I � � � �I I � �� I I I I I I I I� �� ' I 29 i 47 ; , � - I I _--- I 1 � 28 new frontape improvements� � - to be designed by others _ i� �sh�aM`cr reference only;� � , - stamped concrete f2 � � : � crosswalks,ryp. coachlshuttlel�� m � - .1 I i � i�----- ----\� � enVy poinl � � i . I ', �. ' �� .. . � , T I i i , I � : i ,, I � . � ' � ; --- � I - - _.�.�_� .a.o':-5 E $��I i i ' N II II � �-I II II I !I I� I I � �� i I'I � i ex.above-g�ade fire depl -- - -.. -- , '� connection&post indicator � _ __ __-_ �. -.,,,.. . _-�..��^.�� - � - �,n �.—�_ I I I i I , , � ' i._„4 �. -��.--- LL� I° °— —— � ,.�- ,°._ valve to remain in place ' II -`� ."— " —-'�. ' _ .` _ --- - ` �` ��I I I I I � - - ; �� i I� I I � �' . �, ''� 38 15 I � � •� �I i� � � , Isiortnwateentreatment � � � 2s o� `-_ i i new security fencing '- - I � � � � I � � - II vnth access wntrols I � ��-----��y r � � � � i I I:. ! I �I =- - �y •, � i � . � I� I I ! I I � I � I � _ I = % �il i � I I � _ = new bus shelters 8 weiting area , outdoor assembly improvemenis = ,%� � �� I� � I Y � � _ (see landscape plans for details) (see IaMscape plans for details) _ _ i I � - - I �� - I �� 9.1'�--14.0'i 16.0'-+ 26 0'--�16.0' 7'0' � _ _ I I I W � � W I N I I - � - - � I I� �� LL I ` i • , ` i � � _ �, � a � o o �-- � I ¢ I a new transit drop�ofl area for private I ' i ! � � I � ' coaches.shuttles 8 other vehides } � - �,_ -� _-s,E� = m.«_-- -�� - - ^^�� ° � - -� _ � I � �- � ` ' - --- � _ _ --.�—�.�� .... m� ��,.. - ;;A�.�,z.�.. � � � ' ��. � 1 � � i . 1 � ` � f � direction o(coachlshuttle travel.tyP. _ c ❑ ❑ a �..� ' �Q I � � �i �o I � � - F � �� r 5 � I W/� � Z �N I � _ I — .-�,.-- -. - - � A � { � (// (V N L � 1 i new bioretention area � � 1 ��1€ �� = new concrete sidewalk,typ. - _ I I I � N N n p� ��(stortnwetertreatment) I . 1 c i � I I� � o�i ; � j� O I �� O1.- i ` . � i I � �� W � Q Z� �od �� - ..1 � �� f parking lot repair � �� - f �0 O a`> � I m � I � O } _ &reconsiruction I � I a. parking iot repatr .I � i _ ; '� r � — W J� X Y � 8 reconswction � I t j ta o' -.y � _ F a o' I Z �!�� i OO 'i ao � Qa � i � � �m Q � �1 � � C'q �i - 9 9'� 18 0'--}—N>0' 16 0' i 6 0'-�---24 0' 16 0' 16 0'-;--24.0'--j-16 0'-$�16 0'--�'--24 P—�16 0' � 20 4' 16 0'-%'—24.0'—%�16 0' 71 8' ' = Z I � � � � � � � VP01-19191 ; �'�� I� �i � N�� " � new frontage improvements 1 � � �v`� — � I _ new concrete sidewalk,ryp. , � �;LL , � o��_ � � VALLCO PARKWAY � � � � ; �s�,m'W�ee°°aa�� y � to be desi gned b y others ', 1 y 0'�.��a� � � t W (shown for reference only) �` �, j '. I = ± �. i� I Q� 19_ �-- _ 19 W?U � _ � ;' I � - �-. - _ -� =- = �.�. -.�... -- � �1 i1 �1 I j� ' ..,�.. � = — I �� =�� — — - -` / i Z m �Ep 11 � 1 _ V _ �1 � i � v�� N U � r � ' i p ' � Z J o, � � �� i � i � � \ '/ „ - � �' �' � ,-';�� W VQ a� � � '� J�~ � '1, _ —.-.�`—. .— -- - _-' - new accessible stalls 8 ��o � I� I o�n /, , y Y a°�" - siaewaikman�ry tya �-� �i' � i' 23 ,;;-' =M a L 3 \ ,o � � � iJ , , 32 � UMfA a3 . 1� �� \� I . �:� B � �� \ � � i - � \ � � \ \ � � � , � � 25_� 25 �� - � � � � � � � �/26� �� - new bus shelters&waiting area ! �-�-�n o \ � � � � - (see landscape plans for details) � q I �-�r 26 26 � � � � � �60' i � - I� �, i� � \ \ \ �ezisting property line � � �I new accessible electric . �___1 '� /' �` goar�^��\ ; �I vehiciechargingstation � �I il � r--�� `�I /�/ ��` \1 \\ I = �I�'` i ; �I I�IIII h ? _�� /,-LLI � \ \.�� / � �I J �4 � .., � � � o � ,, � , , �, � � �; ,� ,�, � , \ \ �, � � new class 1 existing generetor , , � �, �� \ '� I = � bike lockers � � ��,�' � 0� \_ \ .\ i _ I enclosure to remain y,,�� i � .p � � � _ I' 28 I' 4`�J \ / �existing fence to remein 'L � �\ �\\ \\ � � G Ii i j�,i �. � existingloading � / existing building monument ` -� �"� _ _ _ - dock to remain � � signage to remain in place � \ � �_ �-� - 40 80 o zo \ � \ \ \ I + /i /, Swle 1"=20 fi �\ � � i � new bioretention area �\ � (srortnwater treatment) � � � _ .- \ ° �RESSSEO�N&�ANDISSUES o2osis ` /,. � � � � � I ,' ' LEGEND issueFOaeio o3zo,s \ \ � _ � /�/ / IAS4:TRRESUBMITTAI �,�47815 � \ �\ �.\ � __ �II � = i i / ... NEWCURB , ""� -F PSARRAPPROVAL 050715 ` -= II ' ' �= i i ' NEW CURB 8 GUTTER \ \ _ . .�...@� "_-v. . �. i \ \ � I i. ._� i i \ � \ �6`� / � \ � o �� /� ACCESSIBLE PATH OF TRAVEL \\ \ \ � ` �' ��I � -_ PARKING STALL COUNT 07 \ � / i � \ � �i �6� _ - - � _ T�__ _ _'� �� y DIRECTION Of SHUTTLE TRAVEL \\ /� o��• �� -�.� ;'`� __ _ � -'-� ��; � / SITE COVERAGE ANALYSIS \ . _ \ -` \ \ , / �� ` � i �'� // coachlshuttle � ��, ° -� \� \� \� � / DESCRIPTION EXISTING�PROPOSED� CHANGE exitpoint � o `-� � � � � °'g� �� i � = � � � � �� i�� _ \ _ '.\ � � \-_ BUILDING ROOF 83.726 SF 83,726 SF \ newirontageimprovements � _- =�__�� .� � _- °�o:� ��i � to be de5igned by others \ / PARKING 8 ROADS 184,523 SF 164.346 SF -20.177 SF (sFwwn for reference only) \� �3 ` \ ! \ i�/� � s2625 SF 66,ea5 si �a,22o sF �� = s� � � S N SCA INGPATIOS I ifi 300 Sf 32 257 SF 15 957 Sf No,DESCRIP710N �ATE \ / \\\� - � � _�-�'�-__ �� / // TOTALAREA M7,17d9F 3d7.1713F \T~ �� '� (� -✓` �� i� / , . \\.. \ - �- //�'s � ez.abovegrede domestic � � � �6� '� �'g� � � � J _ ' weter&imgation backeow \ � - �'� eo ��: PARKING ANALYSIS - devices to remain in place � . o - � i J ° � �,� � _ /� i� P � � new bbietention area \� � �` �� . J DESCRIPTION ��EXISTING��pROPOSED REQUIRED \ (stormwater treaVnent) � � �6� �� /� / �� BUILDING$UMMARY PROJECT NUMBER A14IX10-VPo1 � - �� ,a0\ i��// �P FLOOR AREA(GSF� 141,074 NO CHANGE DESIGNED JN DRAWN STAFF �' � \� , q0� \�� i� a ��/'� /� TOTAL STALLS A69 500 ' 1:285 SF=195 DATE DECEMBER 2014 SCAIE AS SHOWN � �j �\ �\ �� /��' / `�� -�' ...�[�T!1^"�� SHEET NAME - \ �� `�\, ` . � � 23 . . � ,�-�r .� � � �O \ / ACCESSIBLE PARKING � ` � � / �° ' �"� �� "'� j'�� va ccessie�e � oz oz ,srola�=oz OVERALL PROJECT 9 �� ` �'--- --'� s..,�e�. SITE PLAN - \ \ L � (•• TOTAL ACC SIBIBLE ' 09 �11 �Y94 x TOTAL=70 j � \ �J /'� ,. I � f''! a +�f� i��Lii 2�1��'i� 9' ��` \\ ' .«- � - - _ '� �• �h „ /� �%/� DE3IGNATE AR o � �� . I(1 / I ��9i�_/L/. RICVEHICLE 21 / ... 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NQ YT5 I Q- I .�`.+ ��R �' �'� , \� � ._ �. --� � ,- "��` ` !/ I � ��:'`�1 !, O / V3 LCW DR�'LR�E 02 2,737 547 09b 644 .� � � � � . �'�"� — — — Y .. . .. .� `� _ � T V4 LCW ROTARI" 03 7i17 66G 0.75 B87 ./. ,`� :.�w�r �.� , ., ,. �_�,� i>• _ �` .- ,�� I -�'�. �='� - _ /� �'� ��''� :.. � �-�i is ''� '.�1' \� vs �au rzoraRr os s5� 750 o.�s �000 '� \ �. .� f� .':�� H Y D R O Z C N�'. _� w�._��.,. HYDROZOI�E '� � ... P �-•. \� vb �.ow ori�n� 0 2 z 5 s 1 5 g o�s b i i �� 4�`-,a, ��\� \z �1�� `�1NL3T6 �= yn,yr.y��_ •'; T10 v� �au Drz�rt� 02 3,56a � oe� �3 - � N�eozorgl % R �( � r✓n : �� • ve �.ow oa�rt.� os e� �3 o.es � R \� � i ��' -pRpZpg�°�`` �.. �� ` � • , V20 V9 LCW DR�PLIt�E O� 3,781 756 0.86 B93 �ii-, \ .--� -- �Z ��R� � , � - ... � - � S VIO LOW ROTARY 03 609 IB3 0.75 144 �� u,�ozor.� f { �� ` -- ��,�� I 1' .e o_� � YII LCW ROTARY 03 1�17 B46 0,75 Ip7 �� f` �� ` ,�" � � �,' � /V26 i/ vp wu �x�mE o� r+o oescwvran on� y �� 6,67 631 OEb 74Z � �'�- _ /. VI3 W�1 pRIPLME O] 4560 9I! 095 1073 �pNOSCApE �'�. - , V9 - _ .d - F � . `��` ��j'��,. �, � �• VI4 LCW DRFLR�E 01 7.T70 554 OEb 6bZ �i„�poeEai s�','P�s ."� � 1Ke� /, ��. �� ' i.��j � • . .. ',.. V6 LQll OR�PL?�E OZ 1247 Z49 OEb 793 �� `"P * _.�_....._. t �� .-> ` �-�- _� y - ,. K VI6 LAL DRPL?�E O] 2.484 497 OB6 5Bb �N 28a5 o n � � _ Yr Wo -,� .r _ `/ `� ' vn �.ow orz�rt.� os a.o¢ eo1 o�s su __ - I s F.: � . '��- �� . _ k ` - '. 9 __ � . __ _ , �� L_ \�- � �' \ VIB LQL DRIPLIt.� O] 3.437 bB7 096 808 �,�. _`� `�� +t- /��" �Y : � ��/�� V % � vre �.ow �razr o� sbn+ eoa o.is ion or c � � ' „�. �� T4 �rcvROZOrg �."�„` ° vlo �.ow o2rx.� o� iA� a�s oa5 ae ` � R ` niL' �� CjJN�Ct TEI'IPORARY V1I LCW ROTAR7 03 554 166 0.75 721 .`t'� .�` � T 18. �� IRRK+A710N 6Y6�EFI FOR.I�1�. . � PR0.IECTNUMBER 1400019.00 \` �.� � .- ..., � . ' / ` . . 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ISSUE FOR BID 03.Zl.15 \\�\�C'_ (0 6°SCN BO SLgVE � - - -�G . _.... '�. IRR �ICa�4 bN 8'Y��7 � , . �� (I)4��8C'.N BO 6L.EfVE � ,i1mUXa7C'JB AT THIB LOCATON s� cvus�n� Msry FPLTL FR/�JDFVDESf.RIPTION BIY � � --_ _ �,� VS V6 � - - i T15 V12 V13 T13 TS V22 C �� RAIN BIRD EFB-LP-PRS-D �o � - - -�� `�„� '` -- t a. �34'a.� � �. U4'�s. �X'o. r�s. �.'_I i°,i-va�,i-it�°,��e�xo,ss�,ore cowm�� < �� N P o. r te. � '� �_�__ �. /�, rna � v�u.vE THAr�5 coNrnM�wanaN PROOF � � W/9ELF-FLIF.�MIN6 FILTER SGREEN.bLOBE �^ �\ tc. � .�" �__" ____. � �/� BLOGKED TTRllElMION BAL�VALVE,5 ME � _ � � O �� ./a � uc�-- SIZE AS MAINLII�AT EAGM VALVE. - e,\, Ve � � _ . � T75 V12 V13 T13 T5 V72 � � � �'\ � VS -_�` _..-.� _�_�mr-� __ _ - _ � '�.- _.___-" , RAIN BIRD EFB-GP ]I � � \i� � r � --.�..-�� .-.- - m _ _ _ _ �-- . 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I �1 � � „� �- L� I� � I _ .-\� \1 \ �� ` �, --_ ' 'C°X �x;� ��i, � I �.- �� p�� -- _----- ' ;� i ¢ \O��' � i � I! � - �� 1c,� ; -" ,-` - _ ----�- _ North . � �I �;a� __ _ - , �� L � - ��A �'_'� _- "� - o �---�- I �I � �•-�� X � I �� -�_��-� T � , f � �� H},�� , ' , REVISIONS AND ISSUES i �\ ��,_ � I \ � I� �� I o � \�,� � ♦ I �``�q I `� O° `� � — -+- — — � -- — � \ � � i �T_ / � � � • � « - �� v so �F—�— �� \,_ --.. � -'� `� ss ss - �, ;' rJ' ss —ss� \\\ `. �� ,;\ � \\�`�,, ��x � �X \ \� �� ¢ � . �� X ��r` / \ \I ��/ �\ \ �.� �V/'l / � sr��L, ��, �y�/'}� � �� yl � ��/� � \`� __ � �y�;°�E"°•�:a�� _ , ,L� � .._e. . _..,� ,..��: x ' . °` � 1 �T .�� ..__._..,. _ . .` � '\ �,, . , � � ,. . � �r \ � t^: _. � .,� .r �w,+ ._._. _ . � . ., ._�_ ,,� • -- � � � , ,.-�., � � ;."- ��. ! // yyy / I 0� ! ` %� __�/ 0� � / �'� ��/��\ \ � �\/i�''� � / �� [j �� ' /' 1 - �\ y� ��- ��. a � -� 1\ �� Tr-�/ \ � �•,_`�.. i �--�� 1 .-� i � ��, /'�' / . . /� . ;�� ^r � _ . �-�'-'�a:'�a`,a-R � .�1 '.�'\ �� i'" �'/ ,� / .✓ - 4 / �•�� ,'� / r�- ,- - � I % \ ��- � . �-� /�' _ _-�� ISSUEFORBU 0310.16 \� /� � �_ �, / . _-_ '_ , .. __ �� r � � _�--- ,,�v i - �=' �' - � .;;+^" �e` / _ - � _ w /. \\ ,/'/ ' ,, /' \d, / i � '' d, //',�" j LEGEND �� ' �� i/ � f='� � Q TREE IDENTIFICATION NUMBER �a � i� , ` �_`�/ � m��\��' "��/ � � �/.\1 IXISTINGTREETOREMAIN, � 1 � VROTECT IN PLACE e / `\ . //� ... �_ ui �Q� � � . �`� _ ' � EXISTING TREE TO BE DEMOLISHED: �i / . - TRUNK TO BE SALVAGED FOR LOG �� / - '� !��'/. � -��\ X DEMOILJHDETOBE �� ; �� O BOX 6 TMNSPL.ANT TREE pDSCAp : �a E q .- ��,o p�Ertr s�r qcs U� Hf4 NpTE6' /�� -��, , J W �n j� � � '„rgfER?O 51JEE?L-4.1 FOR'RR� ,^�No.2805 MVENTORY G-ICR'W!TN TREf IDEN?I�IGGTION t E.p.1-}L-16 R � ;� wr�z,r,�or�o s�oF rn�. , � '�; 7':��r` 1.REFER?O L-4�FOR PROPO�.iED'REE OF GP�f ED P�� 3,REFER 70 L-a.l FOR TREE FRE5E7�vATlOr� ppp,�ECTNUMBER 7400019.00 SPECS. DESIGNED AFH ORAWN STAFF DAlE JANUARY 2015 SCALE AS SHONM SALVAGED LOG NOTES: rt_________� SHEET NAME '. �`'"R""°'Q?°T'°U�t°�6'°`�°`t° I-, TREE REMOVAL PLAN CONTRACTOR TO CHIP ��'�eY�"�+"T�"'R'� �� ro aar rnff cerio�Rtoni. DEMOUSHED TREES FOR MUCLH ON z ca.rrnncrorz ro r�eovt�.r-a'a"�.o�r�a-i ��p 4 4 4��' SITE UNDER EXISTING REDWOODS. g�'''�°L,�'�°'E"r'�°'°e°E'"°°"° � i � � �� i STOCKPILE&RE-USE.SEE PLANTING 3, i-o�sECriori ro eranr,a�ox ro"veove I I �� ve� Fwr��rznnve amm�aci�a�rucN NOTESL-5.I. �'�� p � \ �I I � �4 4��✓J 4.RE7IOVE BR4NCFE8 Ab rECE88AR"'C I , PFiOVbE N4TUR/J1T FALLEN LGY�4�'PEARANCF \� �IL1 �4�• 5.PROTECT BCRK M PLACE MMIMIg BCARB AND �� RIPB G1RMG I�MOVAL PROCE88 l+hD L OTFERIUIBE K�'BARK MTACT WFBiE �` 6.8 OCKPl.E LOGB�N BI�E ON 2 X 4 BP� ZP�.` �� I (FOR FORKLIFT ALCEBB)M UNFOWh BMGLE �e,rg¢r�anx�s��Tip.r Br�,y,�ec� '`�� SHEET NUMBER �tt�ct a�o�r�cor�ar�c1� Det'14GE M 6EQ1RE 6T,4GNG AREA 7, �.ONiFidCtOR?O PLALE LOG BECTIdJ9 ON BRE P62 L-I.I q�CE iAGCam B7 LAPIDBCJaPE ARCHIIECT.CONTRAGtOR i0 C�RDMAIE WITN �armscar�t,�u+rtECT wzn�na�s� KEY MAP NTS� � nrm ec�ertE r�ve,,. ,..,. ■ Jr.. . _� � _. �° a,� � � � .`•.., ;.¢-.:.., @. .�; £a'�,.'i��'W �4.J ._ EXISTING TREE INVENTORY BASED ON TREE REPORT DATED DECEMBER 16,2014 PREPARED BY ARBOkWELL TAG TRUNK DBH(IN) HEALTH STATUS I PURPLE LEAF PLUMB � FPJR REMOVE 2 EVERGREEN ASH 19 FPJR REfAIN 3 EVERGREEN ASH 10 POOR REfAIN 4 MONTEREY PINE 20 POOR REMOVE 5 MONTEREY%NE IB VERY POOR REMOVE 6 EVERGREEN ASH 10 FAIR REfAIN 7 EVERGREEN ASH IS FAIR RETAIN 8 MONTEREY PINE 29 POOR REMOVE 9 EVERGREEN ASH 25 FAIR RETPJN 10 EVERGREEN ASH 10 FAIR REMOVE II EVERGREENlSH 13 POOR REfAIN 12 EVEItGREEN ASH IS FPJR RETPJN 13 EVEFtGREEN ASH 26 FPJR REMOVE I� EVERGREEN ASH 13 FAIR REMOVE IS EVERGREEN ASH 17 FAIR REfAIN 16 EVENGREEN ASH 20 POOR REfPJN 17 EVERGREEN PSH 18 FAIR RETAIN 18 MONTEREYPINE IB POOR REMOVE 19 EVERGREEN ASH 17 FAIR NEfAIN 20 EVERGREEN ASH 8 POOR RETAIN 21 EVERGREEN ASH 25 FAIR RETPJN 22 EVERGREEN ASH 12 FPJ0. ItEMOVE 23 EVERGREEN ASH I I POOR RETfUN 24 EVERGREEN ASH 26 FAIR RETAIN 25 RAYWOOD ASH 18 FAI0. REMOVE 26 RAYWOOD ASH 10 FAIR REMOVE 27 RAYWOOD ASH 14 FAIR REMOVE 28 RAYWOOD ASH 7 FAI0. REMOVE 29 RAYWOOD ASH 7 FAIR REMOVE 30 RAYWOOD ASH 8 FAIR REMOVE 31 RAYWOOD ASH 4 FAIR REMOVE 32 RAYWOOD ASH I MODERATE REMOVE 33 RAYWOODASH I FAIR REMOVE 34 RAYWOOD ASH I MODERATE REMOVE 35 MYWOOD ASH I MODERATE REMOVE 36 RED OAK 4 GOOD REMOVE 31 CRAPE MYRTLE 3 IXCELLENT REMOVE 38 CRAPE MYRTLE 4 EXCELLENT REMOVE 39 CRAPE MYRTLE 4 EXCELLENT itEMOVE 40 CRAPE MYRTLE 3 EXCELLENT REMOVE 41 COAST LIVE OAK I S GOOD RETAIN 42 COAST LIVE OAK 18 GOOD REfPJN 43 GOAST LIVE OAK IB MODERATE REfAIN M EVERGREEN ASH 23 FAIR REMOVE 15 GLOSSY PRIVEf 9 VERY POOR REMOVE 46 RED OAK 8 MODERATE RETPJN 47 COAST REDWOOD 21 MODERATE REfAIN 48 COAST REDWOOD 21,6 MODERATE IiETAIN 49 COAST REDWOOD 6.5 MODERATE REfAIN 50 COAST REDWOOD 12 MODERATE REfAIN t � � .r r � � � � G��i i ' ♦ � " � � . � .. . �...... �� -i.�� --l5 TAG TRUNK DBH(IN) HEALTH STAiUS 51 COAS'f REDWOOD 22,5,4,3 MODERATE RETAIN 52 COAST REDWOOD 6 MODERATE REfAIN 53 COAST REDWOOD 22 MODERATE REfAIN S� COAST REDWOOD I I MODERATE RETAIN 55 COPST REDWOOD 20 MODERATE REfAIN 56 COAST REDWOOD I I MODERATE RETPJN 57 COAST REDWOOD 16 MODEMTE REfA1N 58 COASTREDWOOD IS MODERATE RETPJN 59 COASTREDWOOD I� MODERATE REfAIN 60 COAST REDWOOD 10 MODERATE REfAIN 61 EVERGREEN ASH 22 MODERATE REMOVE 62 COPST REDWOOD 16 FAIR RETAIN 63 COAST REDWOOD 3 MODERATE RETPJN 64 COAST REDWOOD 18 MODERATE REfAIN 65 COAST REDWOOD 1 I MODERATE RETAIN 66 COAST REDWOOD 199 MODERATE REfAIN 67 COlST REDWOOD 19 MODERATE RETAIN 68 COASTREDWOOD I� MODERATE REfA1N 69 COAST REDWOOD 13 MODERATE REfAIN 70 COAST REDWOOD 18 MODERATE RETAIN 71 COASTREDWOOD IB MODERATE REfAIN 72 COAST REDWOOD 20 MODERATE RETAIN 73 COAST REDWOOD 18 MODERATE REfAIN 75 COAST REDWOOD 17 MODERATE RETAIN 76 COAST REDWOOD 17 MODERATE REfAIN 77 COAST REDWOOD 18 MODERATE RETPJN 78 COAST REDWOOD 18 MODEMTE 0.EfAIN 79 COAST REDWOOD 16 MODERATE RETAIN 80 COAST REDWOOD 16 MODERATE REfAIN BI COASTREDWOOD 12 MODERATE RETAIN 82 EVERGREEN ASH 20 FA10. REMOVE 83 EVERGREEN ASH 12 FPJR REMOVE 84 EVERGREEN ASH 16 FAIR REfAIN 85 EVERGREEN ASH 22 MODERATE REMOVE 86 EVERGREEN ASH 14 MODERATE REfAIN 87 EVERGREEN ASH 19 MODERATE RETPJN 88 EVERGREEN ASH IS FPJR REMOVE 89 EVERGREEN ASH 22 FAIR REMOVE(SALVAG� 90 EVERGREEN ASH 26 MODERATE REMOVE 91 EVERGREEN ASH 25 FPJR REMOVE 92 EVERGREENASH Ib FAIR REMOVE 93 EVERGREEN ASH 16 FAIR REMOVE 94 COASf ftEDWOOD 12 MODERATE REfAIN 95 COAST REDWOOD 22 MODERATE REfAIN 96 EVERGREEN ASH 13 FAIR RETPJN 97 EVERGREEN ASH 12 FAIR REfAIN 98 EVERGREEN ASH I7 FAIR REMOVE 99 MONTEREYPINE Ib FAIR ItEMOVE 100 EVERGREEN ASH 13 FPJR REMOVE 101 EVERGREEN ASH IS FAIR REMOVE TREE PRESERVATION SPECIFICATIONS PART 7 -GENEML 1.07 RELATED DOGUMENTS A DRAWINGS AND GENERAL PROVISIONS OF CONTAACT, INCLUDING SPECIAL PROVISIONS AND ALL SPEQFICATION SECTONS,MAV APPLV TO WORK OF THIS SECTION. 1.01 DESCRIP7pN OF WORK A PROTECTION AND OPERATIONAL REQUIREMENTS OF WORKING AROIIND EXISTING VEGEfA710N,AS SMOWN ON T}1E PUNS. B. THESE TREE PR07ECTION SPECIFICATIONS MPLV TO ANY E%ISTING TREE ON SITE THAT WILL NOT BE REMOVED AND WILL BE WITHIN OR NEAR ANV AREA WHERE DEMO OR CONSTRUCTION WILL OCCUR.THIS INCLUDES ANV TREE TMAT IS NOT LOCATED IN AN AREA THAT IS COMPLEfELY FENCED OFF FROM CONSTRUCTIDN WITH A PERIMETER CONSTRUCTION FENCE.IF PNV PORTION OF THE CANCPV OF A TREE OUTSIDE THE CANSTRUCTION ZONE OVERHANGS A PERIMETER CONSTAUCTION FENCE,TMESE SPECIFICATIONS SMALL APPLY TO SUCM TREES AS WELL. t.OD REFERENCED STANDAR0.4 A. PMERILAN SOCIETV OF CANSULTING ARBORISTS B. BEST MANAGEMEM PRACTICES.TREE PRUNING.2008. INTERNATIONAL SOCIETV OF MBORICULTURE,PO80%3129, CHAMPAIGN,IL 81828-3129.217a5.S%11. C. ANSI21331 AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS.2006 ED!TION.SECRETAFiIAT:NATIONAL ARBORIST ASSOCIATION,INC.AMERICAN NATIONRL STANDARDS INSTINTE,11 WEST 62ND 5T„NEW YORK NEW YORK,100J8.(COVERS SAFETV). D. ANSI A300 PRUNING STANDMDS.20DB EDITION.IBID.(COVERS TREE CARE METHODOLOGI�. PARf2 �PRODUCTS A FENCING' 1. METAL MOGWIRE MESH, I. ORANGE PLASTIC SNOW FENCE-PL45TIC FENCING IS NOT ACCEPTABLE UNLESS TERRAIN PREVENTS THE USE OF THE CYCLONE FENCING.LOCATIONS OF PLASTIC FENCING SHALL BE PRE-MPROVED BV TNE CITY OR CONSULTING MBORIST. 3. Y DIAMETER STEEL OR LODGEPOLE PINE PO5T5. B. SIGNAGE', 1. LAMINATED 8 X'X 17 PAPER OR METAL GART] •E7�CUTION 7.01 6ENERAL TREE PROlECT10N A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO SEE THAT THESE TREE PROTECTION SPECIFICATIONS ARE IMPLEMENTED AND THAT ALL PEOPLE WORKING AT TNE SITE ARE AWARE AN�ADHERE TO THESE SPEpFICATIONS.A COW OF THESE SPECIFICATIONS IS TO REM/JN AND BE ACCESSIBLE AT THE SI7E AT ALL TIMES. B. CANTAACTOR SHALL REPAIR OR REPUCE ALL E%ISTING TREES,SHRUBS,OR GROUND COVER VEGETATION NOT DESIGNATED FOR REMOVAL THAT ARE DAMAGE�BV CONSTRUCTION OPERATIONS,IN A MANNER ACCEPTABLE TO OWNER'S REPRESENTATIVE.THIS MAV INCWDE TNE NIRING OF A LICENSED ARBORIST BV TME CONTRACTOR TO PROVIDE REPPJR RECOMMENDATIONS.PER THE DISCRETION OF THE ON?!ER'S REPRESENTATIVE. C. NO VEHICLE PMKING OR EOUIPMENT STORAGE SHALL BE ALLOWED WITHIN DRIP LINES OF TREES NOT DESIGNATED FOR REMOVAL. 1. IF UNAVOIDABLE VEHICLE TRAFFIC WITHIN THE TREE PROTECTION ZONE IS NECESSMY,PR07ECTION OF TME SOIL TO REDUCE COMPACTION MUST BE ACCOMPLISHED THROUGH ONEOFTHEFOLLOWING: i. MPLV 617 OF WOODCHIP MULCN TO THE AREA n. UV PLV WOOD OR 4X4 WOOD BEAMS OVER A 1' TNICK LAVER OF WOOD CHIP MULCM IN. APPLV 4 TO B'OF GRAVEL OVER A TAUT,STAI�D GEOTE%TILE FABRIC rv. PUCING COMMERCUL LOGGING OR ROAD MATS ON TOP OF A 4'THICK WOODCMIP MULCH LATER. MAiERLLL$E%CEEDING/"IN DEPfM 91ULL BE REMOVED AFTER WORN IN TME AREA MAS BEEN GOMPLETED,TO ALLOW 7HE ROOTS TO BREATH. O NO DUMPING OF CEMENT TAILINGS,CMEMICALS OR OTHER WASTE PRODUCTS INTO ANY FUTURE LANDSCAPE AREA AND THE TREE PROTECTION AREA.STORAGE OF BIJILDING MATERIALS,REFUSE,EXCAVATEO SPOILS OR DUMPING OF 1 N AR ND TREES AND ROOT3. PO SONOUS MATERIALS O OR OU POISONOUS MATERIALS INCLUDE,BUT ME NOT LIMI7E�TO, 7AINT,PETROLEUM CRODUCTS,CONCRETE OR STUCCA MI%, DIRiY WATER OR ANV O�HER MATERIAL WMICM MAV BE DELEfERIOUS TO TREE HEALTM. TAG TRUNK DBHQN) HEALTH STAIUS 102 EVERGREEN ASH IS fAIR REfAIN 103 EVERGREEN ASH 21 FAIR �TaN 104 EVERGREEN ASH 2� MODEMTE REMOVE(SALVAG� 105 HONEY LOCUST 5 POOR REMOVE 106 HONEY LOCUST 8 FAIR REMOVE 107 HONEY LOCUST 7 FAIR �'1�� 108 PURPLE-LEAF PLUM 8 MODEMTE REMOVE 109 PURPLE-LEAF PLUM 8 MODERATE REMOVE I 10 PURPLE-LEAF PLUM 8 MODERATE REMOVE 1 I I PURPLE LEAF PLUM 8 MODEMTE REMOVE I 12 PURPLE LEAF PLUM 8 MODERATE REMOVE 113 EVERGREEN PEAR II FAIR REMOVE I 14 PURPLE LEAF PLUM 8 MODERATE REMOVE I I S PURPLE LEAF PLUM B MODERATE REMOVE I 16 PURPLE LEP.F PLUM 8 MODERATE REMOVE I 17 PURPLE LEAF PLUM 8 MODERATE REMOVE I 18 EVERGREEN PEAR IS FAIR REMOVE I 19 CHINESE PHOTINIA 7 FAIR REMOVE 120 CHINESE PHOTINIA 6 FAIR REMOVE 121 CHINESE PHOTINIA 7 FAIR REMOVE 122 CHINESE PHOTINIA 7 FAIR NEMOVE 123 CHINESE PHOTINIA 6 FAIR REMOVE 124 EVERGREEN ASH 6 FAIR REMOVE 125 EVERGfiEEN ASH b FAIR REMOVE 126 EVERGREEM ASH 17 fA1R REMOVE 127 VELVET ASH 4 MODERATE REMOVE 128 VELVEf ASH IB MODERATE REMOVE 129 HONEY LOCUST 9 POOR REMOVE 130 COAST LIVE OAK 19 MODERATE TRANSPLANT I 31 AFRIG4N FERN PINE 8,6,� MODERATE REMOVE 132 AFRICAN FERN PINE I I,7 MODERATE REMOVE 133 EVERGREEN PSH 26 FAIR REMOVE 134 CRAPE MYRTLE 3 GOOD REMOVE 135 CRAPE MYRTLE 3 GOOD REMOVE 136 EVERGREEN ASH 16 FPJR REMOVE 137 EVERGREEN ASH 22 FAIR REMOVE 138 CRAPE MYRTLE 3 GOOD REMOVE 139 EVERGREEN ASH 36 FAIR REMOVE 110 EVERGREEN ASH 12 FPJR REMOVE 141 EVERGREEN ASH 14 FAIR 0.EMOVE 141 EVERGREEN ASH 12 FPJR REMOVE 143 EVERGREEN ASH 22 FPJR REMOVE IM EVERGREENASH 9 FPJft REMOVE I�5 EVERGREENASH 9 FfUR REMOVE 116 EVERGREEN ASH 22 FAIR REMOVE 117 EVERGREEN ASH 14 FPJR REMOVE 148 EVERGREEN ASH 41 FAIR REMOVE(SALVAG� 119 EVERGREEN ASH 19 FPJR REMOVE I50 EVERGREENPSH IS FAIR REMOVE I51 EVERG0.EEN ASH 13 FAIR REMOVE E. THE USE OF TREE TRUNKS AS A WINCH SUPPOR7, ANLHORAGE,AS A TEMPORARV POWER POLE.SICaN POSTS OR OTHER SIMILP33 FUNCTION IS PROHIBITED WITHIN THE TREE PROTECTION FENCE. F. TREES TO BE REMOVE�SHALL BE FELLEO SO AS TO FALL qWAV FROM TAEE PROTECTION ZONE AND AVOIO PULLING AND BREAKING OF RO0T5 OF TAEES TO REMAIN.IF ROOTS ARE ENTWINE�,THE CITY/PROJECT ARBORISi MAY RE�UIRE FIRST SEVERING THE MAJOR WOODV ROOT MAS$BEFORE E%TRALTING THE TREES. G. ALL DOWN BRUSH AND TREES SMALL BE REMOVED FROM 1T1E TREE PROTECTION ZONE E17HER BV HAND,OR WITH EQUIPMENT SITTING WTSI�E THE TREE PROTECTION ZpJE. EXTRACTION SHALL OCCUR BY LIFTING THE MhTERIAL OUT, NOT BY SKIDDING ACROSS THE GROUND. H. STRUCNRES AND UNDERGROUND FEATURES TO BE REMOVED WITHIN THE TREE PROTECTION ZONE SHALL USE TME SMALLEST E�UIPMENT,AND OPERATE FROM OUTSIDE iHE TREE GROTECTION ZONE,THE PROJECT ARBORIST SHALL BE ON SITE DURING ALL OPERATION WITHIN iHE 7REE PROTECTION ZONE TO MONITOR�EMOLITION ACTNITV. F. TREES TO BE REMOVEDIDEMOLISHED SMALL BE CHIPPE�ON SITE.STORE CHIGS ONSITE IN AN AREA DESIGNATED BV THE OWNERS REPRESENTATIVE OR WITHIN TREE PROTECTION ZONES.THESE CHIPS SHALL BE USED AS MULCH FOR lREES TO REMAIN AS DEfERMINED BY THE OWNERS REPRESENTATNE OR CONSULTING ARBORIST. G. ANV DPMAGE OR INJURV TO TREES SHALL BE REPORTED WITHIN SIX HOUFS(6 HR.)TO THE PR0.IECT ARBORIST ANO JOB SUPERINTENDENT SO TMAT MITIGATION CPN TAXE PLACE. ALL MECHANICAL OR CHEMICAL INJURV TO BRANCMES, TRUNK OR TO ROOTS OVER TYJO INCHES(7)IN DIAMETER SHALL BE REPORTED IN THE MONTHLV INSPECTION REPORT. 2. ROOT INJURV:SEE 3.06 ROOT TREATMENT 3. BARKORTRUNKWOUNDING:CURRENTBARKTRACING AND TRE4TMENT METHODS SHALL BE PERFORMED BV A �UALIFIEO TREE CARE SPECIALIST WITHIN TWO(I)DAVS. d. SCAFFOLD BRANCH OH LE4F CANOPY INJURV'REMOVE BROI�N OR i0(iN BRANCHES BACK TO AN APPROPRIATE BRANCH CAPABLE OF RESUMING TERMINAL GROWTM WITHIN FNE(5)DAVS.IF LEAVES ARE HEAT SCORCHED FROM E�UIPMENT E%MAUST PIPES,CONSULT THE PR0.IECT ARBORIST WITHIN SIX HOURS(6 HR.). 7.OY PRE-0EMOLRIOWCONSTRUCTIOM A TME DEMOLITION CANTR4CTOR SHALL MEET WRM THE OWNER'S REPRESEIfTATIVENROJECT ARBORIST BEFORE BEGINNING WORK TO DISCUSS WORK PROCEDURES ANO TREE PROTECTION.NO CUTTING OF ANY PART OF PROJECi TREES,INCLUDING RODTS,SHALL BE DONE WITHOUT SECURING APPROVAL AND DIRECT SIIPERVISION FROM THE PROJECT ARBORIST.CONTRACTOR SHALL NOTIFV THE PROJECT ARBORIST A MINIMUAI OF 72 HOURS IN AOVANCE OF ANY CONSTRUCTION ACTIVITY WITHIN THE TREE PROTECTION ZONE. B. CONTRAC'70R SHALL TAG ANO IDENTIFV E%ISTING TREES WHICN ARE TO REI.WN WITHIN THE PROJECT LIMITS AND WRHIN TIE PUBLIC RIGHT-0E-WAV PRIOR TO STPRT OF ANY WORK C. E%ISTING GROUNDCOVER OR LAWN SHALL BE LEFf IN PLACE AN�NOT RIPPEO OUT UNTIL NECESSARV AND PERMANEM IRRIGATION AND MULCH IS INSTALLED.WHEN CLEARING IS REDUIRED,IT SHALL BE ACCOMPLISHED WITM HANDOPERATE�EQUIPMEM. D. IRRIGATION: 1. COHTRACTOR SHALL ENSURE TREES THAT WILL BE NEAR CONSTRUCTION OR DEMO DISTURBANCE ARE WELL HYDRATED BEFORE ANV DEMO OR CONSTRUCTION WORK BEGINS. 2. IRRIGA7E THE TREES IF NECESSARV APPROXIMATELY 2 WEEKS BEFORE ANV WORK WILL BEGIN IF TNE SOIL IS N07 MOI3T TO AT LEAST 17 BELOW THE SURFACE.THIS WILL MELP THE TREES GO INTO TME PRQIECT STRONG AND NOT DROUGHTSTRESSED,SO THEY WILL BE BETTER ABLE TO WEATHER ANV DAMAGE TMEV MAY EXPERIENCE. THE FRE�UENCV AND AMOUNT OF WATER WILL DEPEND UPON THE WEATMER.THE DAMAGE TO 7HE TREE.AND THE SOIL MOISTURE STATUS.THE ARBORIST CAN PROVI�E DIRECTIONS FOR IRRIGATION DEPENDING UPON TREE CANDITION JUS7 PRIOR TO CONSTRUCTION,SITE CONDITIONS,WEATHER AN�OTHER FALTORS.BE 7REPARE�TO SUGPLY THE TREES WITM NONAECVC�ED WATER iROM A WATER TRUCK AT LEAST SEVERAL TIMES PER WEEK DURING THE NORMALLY RAINLESS MONTHS, AS WELL AS IF THERE IS INSUFFlCIENT RAIN DURING THE NORMALWEfSFASON. 3. PLTERNATIVELV,SU&SURFACE IRRIGATION MAY BE USED AT REGULAR SPECIFIED INTERVALS BV INJECTING ON MPROXIMATE THREE FOOT(3')CENTERS,TEN GALLONS (10 GAL)OF WATER PER INCM TRUNK�WAETER WIiHIN THE TREE PROTECTION ZONE.DURATION SHALL BE UNTIL GROJECT COMPLETION OR MONTHLV UNTIL SEASONAL RAINFALL TOTALS AT LEAST EIGHT INCHES(8')OF RAIN, UNLESS SPEqFIEO OTHERWISE BY THE PRQIECT ARBORIST. E. PRUNING' 1. PRUNING SHPLL BE PERFORMED BV A QUALIFIED TREE SERVICE WITH AN ISA CERTIFIE�ARBORIST ON STAFF,IN A SUPERVISORY POSITION FOR THE WORK.AND PRE�APPROVE�BV TME PROJECT ARBORIST.THE TREE PRUNER SHALL FOLLOW THE MOST CURRENT VERSION OF THE ARBORIWLTURE INWSiRY STANDARDS SEE REFERENCES. 2. PRUNING P(iOtECTED TREES PRIOR TO CONSTAUCTION SMOUL�BE AS LITTLE AS POSSIBLE,ANO ONLY NT1AT IS RE�UIRED FOR DEMOTION AND CONSiRUCT10N CLEARANCE fROM S?RUCTURES.ACTIVITIES.OR BUILDING ENCROACHMENT TREES SHALL BE PRUNED TO REDUCE HAZARDS ANO DEVELOP A STRONG FRAMEWORK.AESTHETIC FRUNING CAN BE DONE UTEft. IF NECESSARV.BRANCHES THAT MUST BE SHORTENED SHOULD BE CUT BACK TO APPROPRIATELV SIZED UTEPAL BRANCHES WHENEVER POSSIBLE,AND NOT TO STUBS. 3. IF URGENT PRUNING IS NECESSARY FOR IMMEDL4TE GONSTRUCTION CLEARANCE T115 MAY BE DONE BV 7HE CENERAL OR DEMOLfiION CONTRACTOR.IN THIS CASE A SNORT$TUB SHOUL�BE LEFT WHICH CAN BE t3EMOVE� BY A OUALIFIED TREE SERVICE AT 4 IATER TIME.PLEASE CONSULT WITH THE ARBORIST PRIOR TO SUCH PRUNING. 4. WNERE TEMPORARV CLEARANCE IS NEEDED FOR ACCESS,BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THE CLEAPANCE ZONE. 5. PRUNING SHALL NOT BE PERFORMED DURI�G PER1005 OF FIIGHT OF ADULT BORING INSEL75 BECAUSE FRESM WOUNDS ATTRACT PE5T5.PRUNING SNALL BE PERFORME�ONLV WHEN THE DANGER OF INFESTATION IS P/ST fi. PRUNINGWTSTHATEXPQSEHEARiWOODAN�ARE LARGER THAN 4'IN�WAETER SHPLL BE AVOIDED. 7. NO MORE THAN�5%OF FOLIAGE SNALL BE REMOVED WIiHIN THE TREES. B. MTERIOR BRANCHES SHALL NOT BE STAIPPED OUT. 9. TREE�S)TO BE REMOVED THAT HAVE BRANCHES E%TENDING INTO THE CANOPV OF TREE(S)TO REMAIN MUST BE REMOVED BV AN INTERNATONAL SOCIEfV OF ARBORICULTURE(ISA)OUALIFIE�ARBOR�ST OR TREE WORNER AND NOT BV DEMOLRION OR CONSiFiUCTION CONTRACTORS.THE Ql1ALIFIED AFtBOR15T SHALL REMOVE T11E TREE IN A MANNER THAT CAUSES NO DAMAGE TO THE iREE(S)AND UNDERSTORV TO REMAIN. F. TREEROOTTREATMEHT: 7. REFER TO 3.04 TREE ROOT 7REATMENT BELO'N FOR FURTHER INFORMATION ON REMOVAL OR CUTT�NG. G. MULCH: 1. REFER TO 3.08 MULCH BELOW FOR FURTHER INFORMATION. H. FERTILIZER: 1. APPLY A SINGLE DOSE OF FERTILIZER TO PROTECTED TREES PER THE ARBORISTS RECOMMENDATION 7RIOR TO CANSTRUCTION. 7.0]FENCING AND SIGNAGE A BEFORE ANV CONSTRUCTION MAY COMMENCE,THE CONTRACTOR SHALL7ROVIDEAN�INSTALLTEM70RARY FENCING 70 PROTECT ALL EXISTING TREES AND VEGETATIIXJ NOT DESIG/'UTEO FOR REMOVAL.PROTECTNE FENCING SMALL BE PUCED AT THE DRIP-LINE OF TREES AN� VEGETATION PER THE DRAWINGS. B. INSTALLATION OF FENCING WITHIN THE TREE�RIP LINE SHALL BE DONE WITH A POST-HOIE DICaGER.PIX.ES ARE TO 9E DRIVEN 18'-24'INTO THE GROUND SO THEV PRE NOT EASILY RENOVED.SPApNG SHALI NOT EXCEED 10 FEET ON CENTER IN THE EVENT A ROOT OF 7 AND GREATER IN DIAMEfER IS ENCOUNTERED OURING THIS PROCESS,T1iE HOLE SHOULO BE SHIFTED A MINIMUM OF 12'AND THE PROCESS REPEATE�.IF THIS IS NOT POSS�BLE,PROVIDE TREE ROO7 TREATIdENT BELOW. C. IF FENCE MUST BE PUCEO ON AN IMPEftMFAbLE SURFACE, TME POST MUST BE INSERTED IMO P0.iT STANDS.IF THE IMPERVIOUS SURFACE IS LATER REMOVED,THE PoSTS MUST BE REPLACEO INTO THE GROUND PER THE DRAW�NGS. D. ALLOW A P4'GAP BETWEEN pNE SET OF POSTS TO PROVIDE ACCESS FOR TREE WORK AND MONITORiNG. E. IF IT IS NOT�OSSIBLE TO FENCE A TREE.THEN THE CANTRACTOR SHALL WARP THE TRUNN WITH 7 X&17 VERTICALLY STACKED LUMBER FROM TME(�iRWND UP.WITM A GAP OF 1'TOY BETWEEN TME BOAIIDS,FASTENED TO THE TREE WITM ROPE OR METAL STAAPS AT THE TOP.BOTTOM AND AIIDDLE OF ITS NEIGHT.THE LUMBER IS THEN WRqppEO IN 2 LAVERS OF ORANGE PLA$TIC SKI FENCING.SUCH TREES AL50 REOUIRE GROUND PROiECTION UNDERNEATM A$MUCH Of THE DRIPLINE AS POSSIBIE AS SVECIFIED IN 3.01C. F. TREE PROTECTION SIGNAGE SHqLL BE P�STED ON THE FENdNO EVERY YS FEEf PND ATfACHED WITM TIES ON ALL FWR CORNERS.SIGNAGE SMAL�pROCWM THAT THERE SHPLL BE NO UNAUTMORIZED WOW(OR PERSONS WITHIN THE TAG 152 153 lu I55 156 157 158 159 I� 161 162 163 164 165 IK 166 167 I� 169 I70 I71 172 173 174 175 �76 m 178 179 I� 181 182 183 184 185 IK 187 I� TRUNK EVERG0.EEN ASH EVERGREEN ASH EVERGREEN ASH PURPLE LEAF PLUM COYOTE BRUSH EVERGREEN ASH COYOTE BRUSH EVERGREEN ASH EVERGREEN ASH EVERGREEN!SH EVERGREEN ASH EVERGItEEN ASH EVERGREEN ASH EVERGREEN ASH COASf REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COASf REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST REDWOOD COAST kEDWOOD COAST REDWOOD COAST REDWOOD COASf REDWOOD COAST REDWOOD COASf REDWOOD COAST REDWOOD DBH 10 13 16 B 8 8 b 19 26 29 28 9 IS 27 NA NP, NA NA NA NA NA NA NA NA NA NA NA NA NN NA NA NA NA NA NA NA NA NA HEALTH FAIR FAIR FAIR MODEMTE POOR POOR POOR FAIR POOR POOR FAIR FAI0. FAIR FPJR MODERATE MODERATE MODERATE MODEIL4TE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE MODERATE STATUS REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE(S4LVAG� REMOVE REMOVE REMOVE(SALVAG� REfA1N REfAIN 0.EfAIN REfAIN REfAIN REfAIN REfA1N REfPJN REfAIN REfOJN REfAIN REfAIN TREE REPLACEMENT SUMMARY � ' � NO.OF NO.OF �' NO.OF � NO.OF �� TREESTO �' TRUNK . REPLACEMENT REPLACEMENT pw �,TREES TO BE TREES REQUIRED REPLACEMENT I TREFS BE REMOVED � TREES REQ. PROPOSED CREDITED�, �, i ,, � TO CITY '�, .UP TO 12'!� 56 �.(I)N'BOX TREE i (56)24' (46)24' I ryq , I OVER 12'��,, � �,(1)24'BOX OR(I);(M)24'or(22)�, (25)36" ', NA ��. � TO 18' '� , 36'BOX TREE '�, 36" � . ,��OVER 18''. � ''�,.(2)24"BOX OR(I), �2)36" (32)36"*(5)48•! NA . '� TO 36' �� , 36'BOX TREE '�. �� I .OVER 36"�'�. I li(I)36'BOX TREE�, (I)36' '� (4)60' NA . 'I HERITAGE i NA i(I)48"BOX TREE'i NA � NA �� NA � REM VED: REPLACED: 101 TOTAL I 12 TOTAL \ 1`�J�g�'�Q-��g b�- �02 � REfAIN .r��`��'^^ REfAIN . REfAIN IIi � '��P��F h�oF v�oem Pnvtrc REiAIN �. / � REfAIN � ��°R M4 �w� RETAIN .� _ -.... . � ro�e PrE�..�wrt ....::::...... - '�. eTn�6 RETAIN ...._._..... -.. REiAIN p REfA1N - --...... --........ REfAIN ___-� . . REfAIN . - _. .- _ .- _- REfPJN -_.- ••� __ - TREE PROTECTION 20NE.NO DUMPING OF CHEMICALS OR STORAGE OF MATERIALS OR EOUIPMENT,AND WHO TO CONTACT REGARDING THIS. ].W TREE ROOT TREATYEM A. PRECONSTRUCTION ROOT EXPLORATION IS NECESSARY FOR ALL EXISTING TREES ADJACENT TO TRENCHING,GRADE REDUCTION OR OTHER ACTIVITIES 1HAT REQUIRE EXPOSURE OR REMOVAL OF SOIL FROM THE CRITICAL ROOT ZONE. ROOTS SHALL BE LOCATED USING NON-INVASNE E%PLORATION PROCEDURES,SUCH AS HAN�DIGGING USING SMALL TOOLS,PRESSURIZED WATER OR A PNEUMATIC AIR DEVICE,SUCH AS AN AIRSPADE�.THIS TOOL USES COMPRESSED AIR TO DISPLACE SOIL WITHOUT DAMAGE TO ROOTS.ONCE EXPOSED,THE ROOTS CAN BE E%AMINED AND DEIERMINATIONS BY TME OWNER'S REPFESENTATNE AND/OR THE PROJECT ARBORIST ARE MADE RE�4ROING THE FEASIBILITV OF ROOT REMOVAL OR ROOT SEVERANCE. B. CONTRACTOR SHALL NOTIFV THE OWNER'S REPRESENTATIVE IF ANV ROOTS OVER 2'IN DIAMETER ARE REOUIRED TO BE CUT.IN THIS C.ASE,ALL WORK WITHIN THE DRIP LINE OF THE TREE SMALL BE SUSPENDED UNTII NOTIFIED BY THE OWNER'S REPRESENTATNE AND/OR PROJECT ARBORIST, C. METHODS OF ROOT PRUNING(IN ORDER OF PREFERENCEJ: 1. SELECTIVE ROOT CUTTING AFlER EXPOSING THE ROOTS AS INOICATED IN 3.06A,LEAVING ROOTS IN TACT(DIGGING UNDERNEATH)WHEN FOSSIBLE. 2. CUTTING ROOTS WITH A ROOT CUTTING MACMINE(E.G. DOSCO OR VERMEER ROOT PRUNER)ALONG A PREDETERMINE�LINE ON THE SURFACE.CLEANLV CUT NECESSARV ROOTS.BARK SMOULD ADHERE TO THE WOOD WITMOUT iEARING.WO00 FIBERS SNOULD REMAIN INTACT WITHOUT SHATTERING. 3. MECHANICALLV EXCAVATNG(E.G.WITM TRENCHER OR BACKHOE�AND HAND PRUNING NAIAT IS LEFT OF THE ROOTS.WORK SLOWLY AND MAVE GROUN�CREW CLEANLV CVT ROOTS AS SOON AS POSSIBLE AFfER ENCOUNTERED. D. iHE FOLLOWING TOOLS ARE ACGEPTABLE FOR USE' 1. ROUND-BLADESMOVEL 2. TREE PRUNING HANDSAW DESIGNED FOR ROOT CUTTING, 3. HAND PRUNERS d, LOPPERS WITH 1 INCH CPPAqT'REq7ROCA7ING SAW WI7H WOOD CUTTINGBU�E 5. CONCRETE CIRCULAR SAW(ROCK OR ROOT CUTTING SAW,E.G.STIHL TS-600 WITH 17 BLADE,PREFERABLV CARBON-TIPPE6 START WRM NEW BIADE) 6. CHAINSAW(FOR LARGE ROOTS OVER 41NCNES IN DIAMETFR-START WITH NEW CWUN). E. PROPER PRUNING TECHNI�UE SMALL ENCWMGE CALWSING Of THE ROOTS.ROOT WTTING AND REMOVAL SHALL NOT EXCEEO TMIRTY-FNE PERCENT(35%)OF TOTAL ROOTSURFACE. F. EXPOSED ROOTS'.TEMPORNtILV COVER EXPOSE�ROOTS WITH WET BURLhP TO PREVENT ROOTS FROM DRYING OUT, MAINTAIN MOIST CONDITION OF BURLAP AT ALL TIMES AND REMOVE BURLAP AND COVER WITH FARTH AS SOON AS POSSIBLE(WITHIN TNO HOURS�.IF THE AIR TEMPERATURE IS 80 DEGREES FAHRENHEIT OR GREATER,THE BURLAP MUST P TE�EVERV H UR AND RE-WET AS NECESSARV TO BE INS EC O MAINTAIN A CONSTAM COOL MOIST CONDlTION.IF AIR TEMVERATURE IS BELOW 80 DEGREES FAHRENHEIT,THE BURLAP MUST BE INSPECTED EVERV d HOURS AND RE-WET AS NECESSARV TO MAINTAIN A CONSTANT COOL MOIST CONDITION.SMALL ROOTS CAN DRV OUTAND DIE IN 10.15 MINUTES.LMGER ROOTS CAN SUCCUMB IN AN HOUR OR LESS UNDEF UNFAVORABLE WEATHER CONDITIONS. G. INJUREDIDAMAGED ROOTS:ANY ROOTS DAAIAGED DURING GRhDING OR CONSTRUCTION SHhLL BE E%POSED TO SOUND TISSUE AND CUT CLEANLY WITM APPROVED TOOISIEQUIPMENT.CRUSHED OR TORN R007S ARE MORE LII�LV TO ALLOW DECAV TO BEGIN:SHARPLV CUT ROOTS PRODUCE A FLUSH OF NEW RO0T5 HELPING THE 7REE TO RECOVER FROM INJURV.IF ANV ROOTS OVER TWO MLHES (7)IN DIAMETER ARE SEVEREO DURING ANV EXCAVATION, THE FOLLOWING PROCEDURE SHALL BE FqlOWED: 1. THE ROOTS SHALL BE SHADE�BV IMMEDIATELY COVERING THE ENTIRE TRENCM WITH PLVWOO�,OR BV COVERING TME SIDES OF TME TRENCH WITM BURUP SHEEIING THAT IS I�PT MOIST BV WATERING TWICE(i%) PER DAV. 2. WHEN READV TO BACKFILL,EACH ROOT SHALL BE SEVERED CLEANLV WITM A M/W DSAW.WMERE PRACTICAL,THEV SHOULD BE CUT BACK TO A SIDE ROOT OR 7 BEHIND THE MGGED END.IAIMEDIATELY,A PLASTIC BAG SMALL BE PLACED OVER iHE FRESH CUT, AND SECURED WfTM A RUBBER BAND OR ELECTRICAI TAPE.SHA�ING SHOULD IMMEDIATELV BE PLACEO UNTIL BACKFiLLING OCCURS. 3. PLPSTIC BAGS SHALL BE 0.EMOVED PRIOR TO BACKFILLING. 4. BACKFILL SHALL BE CLEAN,NATIVE MATERIAL FREE OF DEBRI3,GRAVEL OR WOOD CHIPS. hC'E6 ._ 'Rg°RE602V4'O'v`E�HJ6T BE M PL.4�BffCA�GET'IGLRLTI CRdDA�+. GR COUG�TaL'ION dG'NmE6 GOM"ENCE. ��DL4J(b'b"tAY£ 2 hiSB TO BE�KE9 BHdLL BE FQYID AT TE DRP LUE.:fHGMC Md* PCLE P!E BTAKEB Q^�0.R At TE COI'6�FD DRP Ll.fi CF CA7rE8 OF il$0. :fNCE 3.FQIGNG&W1 BE EhVS2 uP'W�GR BNGIU FEN.^E WRN LODff POLE PRE tl:ff DRP L!E BTdKE6�N TE GRQAD. �1��Fd1NK 4.NO CdiI�DNG dtiSLL GL"L1R WRNN Tl-E ORP LRF$.FIIJCm!.F£G Lf D(l9'NG�. �/�i�V�iW 5_IYJ CQJBTRt1GTION FL4TffiL4LB OR GOI�IBiRL710N v81GLEB t14Y BE BTL�QED WRNN nE GRP L�GIff4 oF IXIBTNG TI�B. hTb. TREE PRESERVATION b�'�`��T�'�°�`F�,T��,�R�'� r�xo�criorr rr�*�. A s�,�:�,,._,,-0. H. CIXJTAACTOR SHAIL PAY THE OWNER(OR THE CITV IN CASE OF TREES ON PUBLIC RIGHT-0f-WAVJ THE VALUE Of EXISTINCs TREES TO REMAIN THAT DIED Oft WERE DPMAGED BECAUSE OF THE CONTRACTO(t'S FAILURE TO PROVIDE ADEQUATE PFOTECTION AND MAINTENANCE.IN ACCOROANCE WITH THE SCHEDULE OF VALUES,USING TREE CALIPER'METHOO ESTABLISME�IN TME MOST RECENT ISSUE OF THE GUIDE FOR ESTABLISMING VALUES OF TREE AND OTHER PLANTS PREPARED BV THE COUNqL OF TREE IF IT IS DETERMINED THAT THE CONTRACTOR MAS WILLFULLY OR NEGUGENTLV DAMAGED OR DESTROVED THE EXISTING TREES TO REMAIN, THE VALUES SHALL BE TRIPIED TO REIMBURSE OWNER FOR INCONVENIENCE ANO DAMAGES. 3.05 TRENCHINGISRE WOPo( A. DEMOLITION'. t. STRUCTURES TO BE DEMOLISMED SHOULD BE COLLAPSED INWARD AND IOR AWAV FROM THE PROTECT TREE.DEMOLITION EQUIPMENT MUST 51T OUTSIDE TME TREE PROTECTON ZONES. 2. REMOVAL Of E%ISTING PAVEMENT MUST BE DONE CAREFULLV AND SLON/LV ARWN�PROTECTEO iREES. JACK HAMMERING PAVEMENT TO BREFK INTO MANAGEABLE PIECES TO BE HAND FiEMOVEOIS PREFERRE�.SEE 3.W MULCH FOR ADDITIONPL INFORMATION. B. GRADING: 7. IF HEAW GRADING E�UIPMEM IS USED AROUND THE PROTECTE�TREES AND ROOTS ARE ENCOUNTERED iT7AT MUST BE REMOVED,GRADING MUST STOP AND THE ROOTS SHALL BE CUT IMMEDIATELV BV THE PBOVE METHODS.TEARING BACN ROOTS TOWARD THE TRUNN TO SNAP THEM Ok BREAK THEM BY CONTINUING TO OPERATE MEAW EW IPMENTS IS NOT ACCEPTABLE. 2. WHEN USING HEAVY MACHINERV MOUND PROlECT TREES,THE E�UIPMENT SHALL SIT ON EXISTING PAVEMENT AND WORK BACKWARDS 50 AS 70 REMAIN ON THE PAVEMENT OR OTHERWISE OUTSIDE THE TREE PROTELTION ZONES,OR AT LE4ST AS FAR AWAV FROM TNE 7RUNK AS POSSIBLE.A/P.CHINE OPERATOR SNALL WORK VERV SLOWLV,REMOVING SOIL IN 6 INCH LIFfS. CONTRACTOR SHALL HAVE A GROUND CREW WITH SMOVELS TO WATCH FOR Ml0 EXPOSE TREE ROOTS WNILE THE MACMINES ARE EXCAVATING,THE E�UIPMENT OPERATOR SHOUID'FEEL'FOR ROOTS W}IILE EXCAVATING MOUND PROTECTED TREE$AND NOTIFY GROUND CREW TO CUT ROOTS PER THE ABOVE METHODS lf THE ROOTS ARE SMlLLLER THAN Y, 3. SOIL COMPACTION:IF COMPACTION OF TME SOIL OCCURS,IT SHALL BE MITIGATED AS OUTLINED IN SOIL COMGACTION DAMAGE,AND/OR SOIL IMPROVEMENT. 1. GRADING LIMITATIONS WITHIN TXE TREE PROTECTION ZONE(TPn: I. GRADE CHANGES OUTSIDE OF THE 7PZ SMALL NOT SIGNIFICANTLY ALTER DRAINAGE TO THE iREE. II. GRADE CHANGES WITFIIN 7T1E TPZ ARE NOT GERMITTED. lii. GPADE CHANGES UNDER SPEGFICALLV APPROVEO CIRCUMSTANCES SHALL NOT ALLOW MORE THAN SI% (6)INCHES OF FILL SOIL PDDED OR ALLOW MORE TMAN FOUR(4)INCHES OF EXISTING SOIL TO BE REMOVE�FROM NATURALGRADEUNLESS MRIGATED. C. TRENCHING: 7. SPOIL FROM T3ENCH,FOOTING,UTILITV OR OTHER E%CAVATION SMALL NOT BE PUCEO WITHIN THE 7REE PROTECTION ZONE,NEITHER TEMPORMILV OR PERMANENTLV, P. ALL UNDERGRWND UTILITIES,DRAIN LINE$OR IRRIWTION LINES SHALL BE ROUTED OUTSIDE THE TREE PROTECTION ZONE.IF LINES MUST TAAVERSE THRWGH THE PROTECTION AREA.T1EV SHALL BE TUNNELED OR BOREO UNDER THE TREE AS DIfiELTED BV THE CfTYIPROJECT ARBORIST. 3. OPEN TRENCMING M THE ROOT ZONE OF ANV TREE IS PROHIBITED E%CEPT IN CASES WHERE THE TRENCHING FALL OUTSIDE THE DRIGIINE OF THE TREE INVOLVE�. EXCEPTION WILL BE ALLOWED IF,IN THE OPINION OF THE PR0.IECT ARBORIST,THE IMPACT OF TRENCMING UPON THE TREE WILL BE NEGLIGIBLE.PROJECT ARBORIST APPROVAL IS REOUIRED. 4. IN THE EVENT TRENCMES FOR IRRIGATION AND/OR LIGNTING ME REW IRED WITHIN A TREE'S CANOPV.THEV $HALL BE INSTALLED BV MAND IN A RADIAL DIRECTION TO 7HE TREES'TRUNKS.IF IRRIGATION TRENCHES CANNOT BE ROUTED AS SUCH,TME WORK MAV NEED TO BE PERFORMEO USING P.PNEUMATIC AIR DEV�CE,SUCH AS AN AIR-SPADE6,TO AVOID UNNECESSARV ROOT DAMAGE. 7.06 MULLNING 0. APPLY Ofi'OF WO00 LHIP MULCH WIT HIN THE TREE PR07ECTION ZONE AND MAINTAIN DURING CONSTRUCTION. MULCN MAIERV.L MAV BE CHIPPE�TREES FROM ON-SITE DEMOLISHEO TREE3.CONTRACTOR SHALL M/JNTAIN 61Y CLEAR AROUN�THE BASE OF THE TRUNK.THE MULCH WILL HELP REGENEMTE NEW FINE ROOTS IN THE SOIL JUST BENEATM THE MULCH.THIS CAN HELP TO COMPENSATE fOR SOME OF THE ROOT LOSS OR ROOT�AMAGE THAT TREES EXPERIENCE. B. IF PAVEMENT IS REMOVED WITHIN THE TREE PROIECTION ZONE,TME CONTR4CTOR SMALL WET THE SOIL UNDEFNEATM THE REMOVED PAVEMENT TO A MAX.�EPTH OF 8',AND APPLV MULCH PER ABOVE. END OF SECTION Apple, Inc. VP01 -Sitework 19191 VALLCO PARKWAY CUPERTINO,CA BID SET-NOT FOR CONSTRUCTION U� � a� ..�.� �� fAQ �cr �� -U o 0 0 0 U Cp O 7 �� fON �U �� v�i o p � m� fA C �C a0� �i f0 o m .. .. 3� f`')!n G.�r 3 U � � U W H C = U � � Q w a U � O Z Q J REVISIONS AND ISSUES ISSUE FOR BIO D�DESCRIPiION I DAI t �PNDSC4PE- 4 ,E,°poeeAr s�r�O. /4 i �„r < � �l ' �Na.2805 0�y i '�tl\SE:o.t-31-16 t� �pf,� �..�--�..�y:.1�2 �� OF GP� 'RQIECT NUMBFR 1400019 �ESIGNED AFH DRANM STf iA7E JANUARY 2015 SCALE PS SMO� iHEET NAME TREE INVENTORY CHART& PRESERVATION NOTE SHEET NUMBER � L 4. 1 M�.i1 ' ♦�" .� �� - Apple, Inc. , .. _ _ � � � , . .: � - . .;� - ---� _ � �- ____ ' -i-�j_ � _ _ VP01 - itewor ;i • `i-; '�� ~�� " "' �.. .. � � � � � � � � � � �� . � � � � � ' ' � � � �.,� � .. ..�...� � .� ,�..� � .. .�.... .� � � g � 19191 VALLCO PARKWAY ��'� ' - - - - - - - -�=—��- - - �" .� ��' - - _ �,MIT CF�h'01�K - - - - - - - - - - - - CUPERTINO,CA c 3� ��}j�� ..fyv -__"---- • :� t � • .. • _ •hi t� � • I- --'---_� .-r T-\,,- , � � _ _ • �'t �J __ � �-_ � • • \_ ■ r � �d� - �C�J i � � `y� � / `} `-'-�' U `-- • a ��7 � • 1 i 3-.� � � �-'i -� _ _ — _ _-- `_ I� � , � �� • • • • � 1 . _ m • • � • - � � � � __ _ _ _ _ � --- • � -- . _ _ __ ' �� /� Q. � x—x x ;._ .... � _ � .. . ..._ . _ . - � - � ��.. ... - _ , • - • _ • µ �� _ ... . � � I� M ' i -♦_ x . -�71�5 ,,,-, �- ._ _ ...— _. � .... _... • , . ._-- ¢ � � :. . � ' Q �(� � _ •� BICeu14LE ttP -..� �� -- ; - - BID SET-NOT FOR ' � ___ .. 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SMEEf L.5.7. . � � � r •�.,r o � a��I , � - • � �- r•` � i: % �— — , � �� !� • ,, i ., -�•� ' = jr� � oacc��J � i ' -� �J e ��r� ` I F. �+ f ��,� b ' ,: � , � - ` -p'' -- -- , � - � ' - ! - r . � •� ._ --- �� " DIG6w.LLErw �� I - s /�� " ---- �� 8 ! . �.�,DfMTNG I�LL�YA.7W, 185� . . . _ , �� ' \ �� ,% .� - __ Nof[h � � �- i_ �9- � ,� ' _ , /� . . _� ,� � '' ♦ � - a I �� ."`i \�, . ♦ _ _�--_- `��/ _- � I - -- � �\ �� . . �� - -' --- � �� ' �' - - EVISIONS AND ISSUES Y"�` i . _ .� � .._ ..-. .- . .� - -i � � -� , R "�� ISSUE FOR BID 0310.15 � � ��fi' - -- - - � _� �. =• `�� .. -� � � �- -� �° � ' .� Y � .� � , �-c �\ . , . . ,�\� - - � /.�� ' • �� . � ��. _ �, ��, �� - ,_�,� � , �1 Ex�sT�s.��,a�.a+� � � �* : _ -- I! � _ VdLLGO PdFKW4T NOT N�! \ Y -� • � ... • �` BGGFE OF W�IQIC �`� � F-.�. —3 ' � i ' � � �--��O TREE SCHEDULE ¢ �/�/��(�1� �\��` � .. . .. . �. � /�� V T�E`2 fe22E BOTANIGAL NAME/GOMMON NAME `21ZE REMARKS �TY � � � , �- �C � �, d • _ �� ,- . ��. .. ' �r'�\ � � � � � � � • � � � � ARB MA/L ARBU7115%MARINA'/ARBUTLS MULTI-TWJNK 36'BOX M1LTI IB y ` �. . � '�.`_ ��_._ ,.\\ �. _ i�� u� ! � -' _ 1 ,\ `. -.:/�/� J� �� GAO QUE�:GUS GANBYI/GANBY5 OAK 36"BOX STANDARD 16 �. BIOBILLeLE ttP • -, \ Bbeu1ALE.iTP /�l � `\ / /� NO DESCRIPf10N DATE 1`1 � �i I / \ �// �/� � - ,./ , .�^ \ • _ -� • �pNDSCAPE �--_� - • � '�I OLE.�W� OLEA 9/ROPAEA 5WAN HILL'T?"/�Y/AN HILI.OLIVE 4B"80X 5EE SPEGIMEN OLWE PLANTIN6 5 o E q,� .+.S�- � �. . � PROGEDURE NOTES THIS SFIEET Uy4.,�poa ai s�+yf9�sy F�� - /J ✓ � � fs �^�, N 2805 o n `4 • j � �( . � �� Y � OLE SYIP. OLEA Ei1ROPAEA SYIAN HILL'TM/SVWN HILL OLIVE 24"BOX STANDARD '�0 * � '� �. ��\ 37rt6 •I c '^� _ � `, � �l ` '��,� � ��V ��j i �" � � , �♦ � ��F� �/ r j � ( �~ �� \\�\ � / \`�/ . /�/�/ �� PIS KEi PISTAGIA GHiNEN515'KEITH DAVEY'/KEITH DAVEY GN:NESE PISTALHE �4"BO% STANDARD �I � ' '' i�//�� j /�j'� , ♦\%\ ._ .. i�� PRQI NUMBER 1400019.00 .i4,� ,. � �....,'u'. .'�_.� ��/•�'�� (S a�j � / \ �� . .�- ,/ i�� L O � DESIG AFH DRAWN STAFF . . �,��,��PI"...-++w " eC.�., �./�� \'j\ � �. - DrbuJnLE T'P :�// ,,J' . PLA RA] PLATAWS RAGEMOSA'ROBERTS'/GALIFORNIA SYGAMORE �4"BOX STANDARD-PLANT STD AT 15Sy ] ECT . >...'. . -„y.,.- ... .`,, � • � �I DATE NEDJANUARV 2015 SCALE AS SHONM _ IXIBTtJC.REWIOOD,T1'P. � �`�t�- .;1..> • .� / . • I AN6LE FOR NATIJRAL SWEEPINb � �y` � � Hneir A�Arsrr�cE SHEET NAME � ,�/LL�% ,[�� .� ♦ %` � ,� _ TREE PLAN ��'�r�` . _ �� PLA RAG PLATANUS RAGEMOSA'ROBERTS'/G.41FORN:A SYGAMORE 74"BO% LOW BRANGHIN6(10-I]'X 4-5'; 9 � � `� � � ROOT BARRIERS , ' . ' /� E AlL 'WITHIN MMDSCAPE AND IN A PARKING /" /� � �� /�� ' �'��-� e�� MED�EIAWI$�qND SHALL RECEIVE ROOT BARRIER ON WRB SIDE PLA GOL PLATAN/5 X AGERIFOL'�A'GOLllMBIA'/LONDON PLANE TREE %"BOX STANDARD � �'T � /J , . ( `' -- OF ROOlgqLL FOR P�KING ISLAND3,7HE ROOT BARRIER �i d••u.:! ..:. / // \: � 4 •• �\ /^ - ..._ '. � /� � CHn_�yq�n�uiiRE CURB LENGTI �a,�s ii,�i<,,,,'<.� � J�� % ✓�%�% •� � . ___ . - -..�.._. . G'�, ' , -''��!�- �� / ,�--_�, ♦. % SOIL PREPARATION FOR SITE we.wrs cwE,xcus n�aiFOUn i consT cve onK sv�eox sTnNV.,av �� i%'� G ` ' � �� SEE SPECIFICATIONS AND PLMITING DETAILS FOR ADDITIONAL INFORMATION. / "'` / � . � . . / .. • PLANTING AREA:ROTOTILL N'1O AMENO 1B'OF EXISTING � HVDROSEED ARE/�:ROTOTILL AND AMEND 8'Oi EXISTING \� . � Ji�I � ,• • N�O�ARKINGLOTTREES:E%CAVATION�%ROOTBALLWI7NAMENDED �� p�E,1C] GIUERGL�q�jRIFOLIA/GOASTLiVEO.�K 60"BOX MULTi-TRLNK(10-I�'X4-5') 4 / \ , /� D(19TRY.if�TO . 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