The URL can be used to link to this page

EXT-2012-01b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council Members Chairperson and Planning Commissioners From: Aarti Shrivastava, Director of Community Development,�' Prepared by: Colin Jung, AICP, Senior Planner Date: October 17, 2012 Subject: Permit Extension, EXT-2012-01, request for a two year extension of the approval period for applications nos. U-2007-04, ASA-2007-06, EXC-2008-07 and TR-2008-02: Use �ermit and Architectural & Site A�,proval to demolish a theater and 2,430 square feet of commercial space and construct a 4-story, 122- room hotel, and a 3-story, 56,194 square-foot mixed use retail/office/conference center building over an underground parking podium and site improvements in two phases at an existing shopping center; Heart of the City S�ecific Plan Exce�tion to reduce one side yard building setback to 15 feet; and a Tree Removal Permit to allow the removal and replacement of 47 trees that are part of an approved landscaped plan at 21265 Stevens Creek Boulevard ( The Oaks Shopping Center). Chapter 19.12 of the Cupertino Municipal Code allows for administrative approval of time extensions of expiring permits and other entitlements. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION On September 2, 2008, the City Council granted a set of development approvals: use permit, architectural and site approval, tentative subdivision map, Heart of the City Specific Plan exception and tree removal permit that allowed the demolition of a theater and some commercial space and the construction of a 4-story, 122-room hotel and a 3- story, 56,194 square foot mixed use commercial building (Attachment A). A tentative map approval has a standard term of three years and the other development approvals were granted a four-year duration, expiring on September 2, 2012. 1 EXT-2012-01 Extension of Oak Shopping Center Approvals Page 2 Only the tentative map approval was implemented with the approval of the final subdivision map by the City Council on May 4, 2010. The property owner filed an extension request on August 23, 2012, prior to the expiration of the other development approvals. By ordinance the approvals are automatically extended until the Community Development Director makes a decision on the extensions. In a letter asking for the extension (Attachment B), the owner notes that the original applicant of the project, Sandhill Properties, pulled out of the project, leaving the property owner, Modena Investments, LP and Sunnyvale Holding, LLC, without a developer. The property owner has not had much success in preleasing future tenant space and finding financing for both buildings. The property owner has requested a 2-year extension of his development approvals, which is the maximum period that can be granted by the Community Development Director. As a prerequisite of this extension application filing, the property owner has met all the requirements of the final map including filing a complete lot line adjustment application with the City and paying fees to the Public Works Department. The lot line adjustment application will allow the City to merge the office-retail condo lot and common area lot with the existing shopping center parcel in the event that the property owner does not perform and develop the office-retail portion of the project within the allotted 2-year timeframe. Within that proposed 2-year extension deadline the property owner must obtain construction financing, prepare construction drawings, obtain a building permit and substantially begin construction, that is, pour the foundation before the planning approvals are considered vested. ACTION The Director of Community Development deems the modification minor and approves the extension application, file no. EXT-2012-01 with the following conditions of approval: 1. EXTENSION OF EXPIRATION PERIOD The expiration period of application file nos. U-2007-04, ASA-2007-06, EXC-2008-07 and TR-2008-02 are hereby extended for a period of two (2) years, expiring on September 2, 2014. � 2. CONDITIONS OF APPROVAL All conditions of permit approval for U-2007-04, ASA-2007-06, EXC-2008-07 and TR- 2008-02 remain in effect through the extension period. A'�'0.C�rhe�v�C; n' ��r-��l.�-�l ' _ . , { � ,� _ ._ j c'_.�_2.=I�d ^'1 ; � OFFICE OF THE Cf7Y CLERK � �� " `� � -- - , �� , ^ #� �.� . CITY HALL � 10300 TORRE AVENUE•CUPERTINO, CA 9�014-3255 C U P E RT 1 N O TELEPHON E: (408)777-3223•FAX: (408)777-3366 AlV�NDED February 17, 2009 Karen Ngo � S and Hill Properties 489 S El Canuno Real S an Mateo, CA 94402 Modena Investment LP & Sunnyvale Holding, LLC c/o S andhill Properties 489 S El Camino Real San Mateo, CA 94402 Re: Consider Application Nos. U-2007-04, ASA-2007-06 (EA-2007-06), TM-2007-09, EXC- 2008-07, TR-2008-02, Applicant Karen Ngo (The Oaks Shopping Center), 21265 Stevens Creek Blvd., APN 326-27-035 (a-e). Continued from August 5: a. Ne�ative declaration b. Use permit and architectural & site a� rp oval to demolish a theater and 2,430 square feet of commercial space and construct a 4-story, 122 room hotel, a 3-story 51,000 • square foot mixed use retaiUoffice/convention center building over an underground parking podium and site improvements in two phases at an existing shopping center c. Tentative map to subdivide an 8.1 net acre parcel into two parcels of 3.0 and 5.1 acres in size, with one parcel to be further subdivided into four commercial condominium units and a common area lot d. Exception to the Heart of the Citv Specific Plan to reduce one side-yard setback to 15 feet for a proposed 4-story, 122-room hotel and a 3-story, 51,000 square foot m.ixed use reta.iUoffice/convention center building e. Tree removal request to remove and replace approximately 47 trees that are part of an approved landscape ptan for an existing shopping center U-2007-04 AMENDED February 17, 2009 2 Dear Ms. Ngo: At its September 2 meeting, the Cupertino City Council approved the following: ■ Adopted a Negative Declaration ■ Use Pemut and Architectural and Site Approval to demolish a theater and 2,430 square feet of commercial space and construct a 4-story, 122-room hotel, and a 3-story 51,000 square foot mixed use retail/office/conference center building over an underground parking podium and site improvements in two development phases at an existing shopping center with the following amendments: ■ Require a CC&R that restricts ownership of parcel #1 and condo lots for 4 years unless building permits are obtained and substantial construction is commenced. Otherwise, ownership of mixed-use area reverts back to shopping center owner. Both condo lots 1 and 2 must be under the same ownership subject to city attomey review ■ The term of expiration of the Use Permit and Architectural and Site Approval is extended from two years to four years. ■ Require further architectural detailin� of the west elevation, that is, balcony grills on the 3rd floor and awnings on the 4th floor of the hotel ■ Require Heart of the City landscape improvements, modified where necessary, from the westerly Stevens Creek Boulevard driveway to Mary Avenue ■ Trees are to meet the current heart of the city specific plan requirements and one field- grown oak must be placed in the front driveway area �� ■ Tentative Map to subd.ivide an 8.1 net acre parcel into two parcels of 2.6 acres and 5.5 acres 1 in size, with one parcel to be further�subdivided into two commercial condominium units I . \� and a common a�-ea lot. The tentative map is also subject to tlZe restrictions that are �� incoi-porated into U-2007-04 and ASA- 2007-06 } i" i ■ Heart of the City Exception, file No. EXC-2008-07 to reduce one side yard setback to 15 feet for the proposed 4-story, 122-room hotel and a 3-story, 51,000 square foot mixed use retaiUoffice/conference center building at an existing shopping center ■ Tree Removal request to remove 47 trees and replace approximately 67 trees that are part of an approved landscape plan for an existing shopping center — U-2007-04 AMENDED February 17, 2009 3 The Use Permit conditions are as follows: SECTION III: CONDITIONS ADMIlVISTERED BY THE COMMUNTTY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on Exhibits titled: "The Oaks Mixed -Use Project, Stevens Creek Boulevard, Cupertino, CA" consisting of 47 pages labeled pages DR-1, X-65, DR-3 through DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 through A-4, SHT 1, Phase 1: C-1 through C-8, Phase 1: C-1 through C-8, TM-1 through TM-4, Condo Plan: C-1 and C-2, C-3 Compliance C-1, Ll through L-5, EXB-1 and two colored renderings of the project, except as may be amended by the conditions contained in this resolution. 2. DEVELOPMENT APPROVAL Approval is granted to construct a 4-story, 122-room hotel and a 3-story, 51,000 square-foot mixed use building over a parking podium. For the 3-story, mixed- use building the first and second floors shall be devoted to general commercial uses as defined in the City's "CG" zoning district. The third floor shall be limited to meeting, banquet, party and conference uses, with late evening activities, subject to City use permit approval. All tenants and customers of said buildings shall have access to parking spaces in the underground parking podium. 3. DEVELOPMENT ALLOCATION The applicant shall receive a Heart of the City Area commercial development allocation of 100,323 square feet that reflects the construction of a 122-room hotel and a 51,000 square- foot mixed-use building. 4. PROJECT PHASING For building permit purposes, the applicant may phase the construction of the hotel, mixed- use building and their site improvements in two phases as described in the approved exhibits (see condition#1), except as may be amended by the conditions contained in this resolution. 5. BICYCLE PARKING The applicant shall provide bicycle, parking facilities for the proposed development in accordance with the City's Parking Reb lations under Chapter 19.100 of the Cupertino Municipal Code. 6. LANDSCAPE PLAN The applicant shall submit detailed landscape and irrigation plans to be reviewed and approved by the Director of Community Development prior to issuance of building permits. - The landscape plan shall provide the following: a• The landscape plan shall include water conservation and pesticide reduction measures in confoi-mance 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. b• A modified Heart of the City landscape improvement alon� the parking row to the westerly driveway, consisting of a paver sidewalk and plantin� areas U-2007-04 AMENDED February 17, 2009 4 between the existing trees, similar in design to the Stevens Creek Boulevard sidewalk design on the north side of the street east of Stelling Road. �• Native trees substituted for the proposed replacement trees where appropriate and feasible. The revised landscape plan shall include the locations of one field-grown native oak trees planted near the front driveway entrance. d• Mary Avenue on-street parking shall not be removed other than what is needed for approved driveway cuts and abutting landscape bulbs. e• The landscape strip westerly of the proposed mixed-use building shall be planted as part of the Pha.se 1 work. 7. MASTER USE PERNIIT (FILE NO. 20-U-86) MODIFICATION OF CONDITION NO. 3 The conditions of approval of the master use permit for the Oaks Shopping Center (file no. 20-U-86) are incorporated by reference into this use pemlit. Condition #3 (Use Limitation) is hereby modified to reduce the maximum number of allowed restaurant seats from 800 to 600 to reflect the reduced shared parking supply proposed by this development application. 8. GREEN BUILDING At the building permit stage, the applicant shall qualify the new building(s) to achieve a LEED Silver designation. In addition, the swimrriing pool will be heated with solar heaters. 9. MAINTENANCE AGREEMENT The applicant shall record a maintenance agreement subject to the approval of the City Attomey for the maintenance of the shared driveways by the property owners of each of the lots. 10. DEMOLITION REOUIREMENTS 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 will be recycled prior to issuance of final demolition pernuts. , 11. 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 Gavernment Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements — of Section 66020, you will be legally barred from later challenging such exactions. 12. PUBLIC ART The applicant shall provide public art in accordance with General Plan policy 2- 66. Public art selection will be reviewed by the Fine Arts Commission. U-2007-04 AlV�NDED February 17, 2009 5 SECTION N: CONDIT'IONS ADMINISTERED BY TI�PUBLIC WORKS DEPT. 13. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 14. 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. 15. STREET LIGHTING INSTALLATION Street lighting shall be installed and shall be as approved by tlie 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 ma.ximum height pemutted by the zone in which the site is located. 16. FIRE HYDRANT Fire hydrants shall be located as requued by the City and Santa Clara County Fire Department as needed. 17. 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 Coip of Engineers andlor Regional Water Quality Control Board as appropriate. 18. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether additional storm water control measures are to be installed. 19. UNDERGROUND UTILITIES The 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. The 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. Z0. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino — providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits. Fees: a. Checking & Inspection Fees: $ 6%o of Off-Site Improvement Cost or $3,540.00 minimum U-2007-04 AMENDED February 17, 2009 6 b. Grading Pemv.t: $ 6% of Site Improvement Cost or $2,060.00 IILinimum c. Development Maintenance Deposit: $ 2,000.00 d. Storm Drainage Fee: $ 2,092.79 e. Power Cost: ** f. Map Checking Fees: $3,515.00 g. Park Fees: N/A h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: a. Faithful Performance Bond: 100% of Off-site and On-site Improvements b. Labor & Material Bond: 100°10 of Off-site and On-site'Improvement c. On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or chan�es, the fees changed at that time will reflect the then current fee schedule. 21. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 22. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in gradin� . and street improvement plans. 23. DEDICATION OF WATERLINES The applicant shall dedicate to the City all waterlines and appurtances instailed to City Standards and shall reach an agreement with San Jose Water for water service to the subject development. 24. NATIONAL POLLUTANT DISCHARGE ELINIINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERMIT — The applicant must obtain a Notice of Intent (NOn from the State Water Resources Control Board, 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. 25. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES BMP) REOUIREMENTS i U-2007-04 AMENDED February 17, 2009 7 The applicant must include the use and maintenance of site design, source control and storm water treatment BMP's, which must be designed per approved numeric sizi.ng 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 BMP's are required. 26. ER4SION CONTROL PLAN The developer must 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. 27. TRAFFIC SIGNAL IMPROVEMENTS The developer shall install traffic signal improvements at the Stevens Creek Blvd/Mary intersection. The improvements include installing new pedestrian sia al heads, pedestrian push buttons, emergency vehicle pre-emption equipment, repainting traffic signal heads and installing new poles, framework and signal heads on the east median and the southwest corner. The eastbound left-turn pocket shall be lengthened as d'u-ected by the City Engineer. 28. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Traffic Engineer to be approved by the City. The plan shall include a temporary tr�c control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City ha.s adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 29. TRASH ENCLOSURES The trash enclosure plan shall be designed to the satisfaction of the Environmental Programs Manager. 30. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. The Architectural and Site Approval conditions are as follows: SECTION III: CONDITIONS ADMIl�TISTERED BY TI� COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS — The approval is based on Exhibits titled: "The Oaks Mixed —Use Project, Stevens Creek Boulevard, Cupertino, CA" consisting of 47 pages labeled pages DR-1, X-65, DR-3 through DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 through A-4, SHT l, Phase 1: C-1 tYuough C-8, Phase l: G1 through C-8, TM-1 through TM-4, Condo Plan: C-1 and G2, G3 Compliance C-1, L1 through L-5, EXB-1 and two colored renderin�s of the project, except as may be amended by the conditions contained in this resolution. U-2007-04 AMENDED February 17, 2009 8 2. DEVELOPMENT APPROVAL Approval is granted to construct a 4-story, 122-room hotel and a 3-story, 51,000 square-foot mixed use building over a parking podium. For the 3-story, mixed- use building the first and second floors shall be devoted to general commercial uses as defined in the City's "CG" zoning district. The third floor shall be limited to meeting, banquet, party and conference uses, with late evening activities, subject to City use pernut approval. All tenants and customers of said buildings shall have access to parking spaces in the underground parking podium. 3. DEVELOPMENT ALLOCATION The applicant shall receive a Heart of the City Area commercial development allocation of 100,323 square feet that reflects the construction of a 122-room hotel and a 51,000 square- foot mixed-use building. 4. PROJECT PHASING For building permit purposes, the applicant may phase the construction of the hotel, mixed- use building and their site improvements in two phases a.s described in the approved exhibits (see condition#1), except as may be amended by the conditions contained in this resolution. 5. BICYCLE PARKING The applicant shall provide bicycle parking facilities for the proposed development in accordance with the City's Parking Regulations under Chapter 19.100 of the Cupertino Municipal Code. 6. LANDSCAPE PLAN The applicant sha11 subnut detailed landscape and 'urigation plans to be reviewed and approved by the Director of Community Development prior to issuanee of building permits. The landscape plan shall provide the following: a. 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. b. A modified Heart of the Ciry landscape impro�ement along the parkin� row to the westerly driveway, consisting of a paver sidewalk and planting areas between the existing trees, sinular in design to the Stevens Creek Boulevard sidewalk design on the north side of the street east of Stelling Road. c. Native trees.. substituted for the proposed replacement trees where appropriate and feasible. The revised landscape plan shall include the — locations of two field-grown native oak trees planted near the front driveway entrance. d. Mary Avenue on-street parking shall not be removed other than what is needed for approved driveway cuts and abuttin�landscape bulbs. e. The landscape strip westerly af the proposed m.ixed-use buildin� shall be planted as part of the Phase 1 work. U-2007-04 �MENDED February 17, 2009 9 7. MASTER USE PERMIT (FILE NO. 20-U-86) MODIFICATION OF CONDITION NO. 3 The conditions of approval of the master use permit for the Oaks Shopping Center (file no. 20-U-86) are incorporated by reference into this use permit. Condition #3 (Use Limitation) is hereby modified to reduce the maximum number of allowed restaurant seats from 800 to 600 to reflect the reduced shared parking supply proposed by this development application. 8. GREEN BUILDING At the building permit stage, the applicant shall qualify the new building(s) to achieve a LEED Silver designation. In addition, the swimnling pool will be heated with solar heaters. 9. MAINTENANCE AGREEMENT The applicant shall record a maintenance agreement subject to the approval of the City Attomey for the maintenance of the shared driveways by the property owners of each of the lots. 10. DEMOLITION REOUIREMENTS All demolished building and site materials shall be recycled to the nlaximum extent feasible subject to the Building Official. The applicant shall provide evidence that materials will be recycled prior to issuance of final demolition perrnits. 11. 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 Govei-nment Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complyin� with all of the requirements of Section 66020, you will be legally baned from later challengin� such exactions. 12. PUBLIC ART The applicant shall provide public art in accordance with General Plan policy 2- 66. Public art selection will be reviewed by the Fine Arts Commission. SECTION N: CONDITIONS ADNIINISTERED BY THE PUBLIC WORKS DEPT. 13. STREET �VIDEIVING Street widening and dedications shall be provided in accordance with City Standards and — specifications and as required by the City Engineer. 14. CURB �ND GUTTER IMPROVEMENTS Curbs and gutters, sidewalks and related structures shall be installed in accordance with grades and standards as specified by the City Engineer. 15. STREET LIGHTING INSTALLATION � U-2007-04 AMENDED February 17, 2009 10 Street lighting shall be installed and shall be as approved by the City En�ineer. Lighting fuctures 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 pemutted by the zone in which the site is located: 16. FIRE HYDR.ANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 17. 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 andlor Regional Water Quality Control Board as appropriate. 18. DRAINAGE Draina�e shall be provided to the satisfaction of the City En�ineer. Pre- and post- development calculations must be provided to indicate whether additional storm water control measures are to be installed. 19. UNDERGROUND UTILITIES The 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. The developer shall submit detailed plans showin� utility underground provisions. Said plans shall be subject to prior approval of the affected Utility provider and the City En�ineer. 20. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not limited to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said , a�reement shall be executed prior to issuance of construction pern�its. Fees: a. Checking & Inspection Fees: $ 6% of Off-Site Improvement Cost or $3,540.00 minimum b. Grading Pernut: $ 6% of Site Improvement Cost or $2,060.00 minimum c. Development Maintenance Deposit: $ 2,000.00 d. Storm Drainage Fee: $ 2,092.79 — e. Power Cost: �* f. Map Checking Fees: $3,515.00 g. Park Fees: N/A h. Street Tree By Developer �`* Based on the latest effective PG&E rate schedule approved by the PUC Bonds: i i U-2007-04 AMENDED February 17, 2009 11 d. Faithful Performance Bond: 100% of Off-site and On-site Improvements e. Labor&Material Bond: 100% of Off-site and On-site Improvement f. On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee�schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building permit in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. 21. TRANSFORMERS Electrical transformers, telephone vaults and similar above ground equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public street areas. The transformer shall not be located in the front or side building setback area. 22. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included in grading and street improvement plans. 23. DEDICATION OF WATERLINES The applicant shall dedicate to the Ciry all waterlines and appurtances installed to City Standards and shall reach an agreement with San Jose Water for water service to the subject development. 24. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERAL PERNIIT The applicant must obtain a Notice of Intent (NOn from the State Water Resources Control Board, which encompasses preparation of a Stoi-m Water Pollution Prevention Plan (SWPPP), use of construction Best Management Practices (BMPs) to control storm water runoff quality, , and BMP inspection and maintenance. 25. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES BMPI REQUIREMENTS The applicant must include the use and maintenance of site desi�n, source control and storm water treatment BMP's, 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 BMP's are required. — 26. EROSION CONTROL PLAN The developer must 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 oil the plans. U-2007-04 AlV�NDED February 17, 2009 12 27. TRAFFIC SIGNAL IMPROVEMENTS The developer shall install traffic signal unprovements at the Stevens Creek BlvdlMary intersection. The improvements include installing new pedestrian signal heads, pedestrian push buttons, emergency vehicle pre-emption equipment, repainting traffic signal heads and installing new poles, framework and signal heads on the east median and the southwest corner. The eastbound left-turn pocket shall be lengthened as directed by the City Engineer. 28. TRAFFIC CONTROL PLAN The developer must submit a tr�c control plan by a Registered Traffic Engineer to be approved by the City. The plan shall include a temporary tr�c control plan for work in the right of way as well as a routing plan for all vehicles used during const�-uction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Tr�c Control Devices (MLTTCD) standards for all signage and striping work throughout the City. 29. TRASH ENCLOSURES The trash enclosure plan shall be designed to the satisfaction of the Environmental Programs Manager. 30. REFUSE TRUCK ACCESS The developer must obtain clearance from the Environmental Programs Manager in regards to refuse truck access for the proposed development. , �- The Tentative Map conditions are as follows: j � � SECTION III: CONDITTONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The recommendation of approval is ba.sed on the Tentative Parcel Map titled: "Cupertino Oaks Tentative Map", consisting of four sheets.labeled TM-1 through TM-4, and a condominium . plan titled: "Cupertino Oaks/Conceptual Condominium Plan/First Floor" and "Basement Floor", consisting of two sheets labeled C-1 and C-2 prepared by BKF Engineers dated 4/14/08 and 6/02/08 respectively, except as may be modified by the conditions contained in this resolution. 2. DEMOLITION REOUIREMENTS 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 will be recycled prior to issuance of final demolition pei-mits. — 3. 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, reseivations, and other exactions, pursuant to Government Code Section 66020(a), U-2007-04 AMENDED February 17, 2009 13 has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. 4. RECORDATION OF EASEMENTS The applicant shall depict on the final subdivision map to the satisfaction of the Director of Community Development and the Director of Public Works, easements for all shared utility lines, and surface storm drainage, parking, waste collection and vehicular circulation that crosses property lines. SECTION 1V: CONDTTIONS ADMIl�TISTERED BY THE PUBLIC WORKS DEPARTMENT 5. STREET WIDENING Street widening and dedications shall be provided in accordance with City Standards and specifications and as required by the City Engineer. 6. 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. 7. STREET LIGHTING INSTALLATION Street lightin� 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 pemiitted by the zone in which the site is located. S. FIRE HYDRANT Fire hydrants shall be located as required by the City and Santa Clara County Fire Department as needed. 9. 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 pernuts maybe requued. Please contact Army Corp of Engineers andlor Regional Water Quality Control Board as appropriate. 10. DRAINAGE Drainage shall be provided to the satisfaction of the City Engineer. Pre- and post- development calculations must be provided to indicate whether additional storm water control measures are to be installed. 11. UNDERGROUND UTILITIES The developer shall comply with the requuements of the Undergiound 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. The developer shall submit detailed plans showing utiliry underground provisions. Said plans� shall be subject to prior approval of the affected Utility provider and the City Engineer. U-2007-04 AMENDED February 17, 2009 14 12. IMPROVEMENT AGREEMENT The project developer shall enter into a development agreement with the City of Cupertino providing for payment of fees, including but not linuted to checking and inspection fees, storm drain fees, park dedication fees and fees for under grounding of utilities. Said agreement shall be executed prior to issuance of construction permits. Fees: a. Checking &Inspection Fees: $ 6% of Off-Site Improvement Cost or $3,540.00 minimum b. Grading Permit: $ 6% of Site Improvement Cost or $2,060.00 minimum c. Development Maintenance Deposit: $ 2,000.00 d. Storm Draina�e Fee: $ 2,092.79 e. Power Cost: ** f. Map Checking Fees: $3,515.00 g. Park Fees: N/A h. Street Tree By Developer ** Based on the latest effective PG&E rate schedule approved by the PUC Bonds: g. Faithful Performance Bond: 100% of Off-site and On-site Improvements h. Labor &Material Bond: 100% of Off-site and On-site Improvement i. On-site Grading Bond: 100% of site improvements. -The fees described above are imposed based upon the current fee schedule adopted by the City Council. However, the fees imposed herein may be modified at the time of recordation of a final map or issuance of a building pemut in the event of said change or changes, the fees changed at that time will reflect the then current fee schedule. . 13. TR.ANSFORMERS Electrical transformers, telephone vaults and similar above �round equipment enclosures shall be screened with fencing and landscaping or located underground such that said equipment is not visible from public st�eet areas. The transformer shall not be located in the front or side building setback area. 14. BEST MANAGEMENT PRACTICES Utilize Best Management Practices (BMPs), as required by the State Water Resources Control Board, for construction activity, which disturbs soil. BMP plans shall be included ix� grading — and street improvement plans. 15. DEDICATION OF WATERLINES The applicant shall dedicate to the City all waterlines and appurtances installed to City Standards and shall reach an agreement with San Jose Water for water service to the subject development. U-2007-04 ' AMENDED February 17, 2009 15 16. NPDES CONSTRUCTION GENERAL PERNIIT The applicant must obtain a Notice of Intent (NOn from the State Water Resources Control Board, 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. 17. AMENDED DEVELOPMENT BEST MANAGEMENT PRACTICES BMP) REOUIREMENTS The applicant must include the use and maintenance of site design, source control and storm water treatment BMP's, which must be designed per approved numeric sizing criteria. A Storm Water Management Plan, Storm Water Facilities Ea.sement Agreement, Storm Water Facilities Operation and Maintenance Agreement, and certification of on�oin� operation and maintenance of treatment BMP's are required. 18. EROSION CONTROL PLAN The developer must provide an approved erosion control plan by a Registered Civil Engineer. This plan should include a11 erosion control measures used to retain materials on site. Erosion control notes shall be stated on the plans. 19. TRAFFIC SIGNAL IMPROVEMENTS The developer shall install traffic signal improvements at the Stevens Creek B1vdJMary intersection. The improvements include installing new pedestrian signal heads, pedestrian push buttons, emergency vehicle pre-emption equipment, repainting traffic signal heads and installing new poles, framework and signal heads on the ea.st median and the southwest comer. The eastbound left-turn pocket shall be lengthened as directed by the City Engineer. 20. TRAFFIC CONTROL PLAN The developer must submit a traffic control plan by a Registered Tr�c Engineer to be approved by the City. The plan shall include a temporary traffic control plan for work in the right of way as well as a routing plan for all vehicles used during construction. All traffic control signs must be reviewed and approved by the City prior to commencement of work. The City has adopted Manual on Uniform Traffic Control Devices (MUTCD) standards for all signage and striping work throughout the City. 21. TRASH ENCLOSURES The trash enclosure plan must be designed to the satisfaction of the Environmental Programs Manager. 22. REFUSE TRUCK ACCESS The developer must obtain clearance from the Envuonmental Pro�ams Manager in regards to — refuse truck access for the proposed development. U-2007-04 AlVIENDED Februaiy 17, 2009 16 The Tree Removal Conditions are as follows: SECTION III: CONDITIONS ADMINISTERED BY THE COMMLINITY DEVELOPMENT DEPT. 1. APPROVAL ACTION The applicant is approved to remove a total of about 47 trees on site in accordance with the applicant's tree survey/removal plan identified as pa�es L-1 through L-5 dated either 4/15/OS � or 4/17/08 in the approved plan set titled: " The Oaks Mixed-Use Project, Hyway 85 & Stevens Creek Blvd., Cupertino, CA", except as may be amended by the conditions of this Resolution. 2. TREE PROTECTION The City Arborist's recommendations for site design and tree protection during project construction as articulated in his July 24, 2007 report titled: " A Tree Inventory and Review of the Proposed Development at the Oaks Shopping Center 21265 Stevens Creek Boulevard, Cupertino, California" shall be incorporated in the building pemut plan set and implemented during the course of demolition and construction of the project. a. TREE PROTECTION BOND The applicant shall provide a tree protection bond in the amount of $100,000 to ensure protection of trees slated for preservation prior to issuance of grading, demolition or building permits. The bond shall be returned after completion of construction, subject to a letter from the City Arborist indicating that the trees are in good condition. 3. TREE REPLACEMENTS The applicant shall prepare a revised landscape plan at the building permit stage. The westerly landscape strip next to the proposed mixed-use building will be advanced to the phase 1 work. Native trees shall be substituted for the proposed replacement trees where appropriate and feasible. That revised landscape plan shall include the locations of two field-grown native oak trees planted near the front driveway entrance and root barriers shall be installed to avoid , conflicts with future phase 2 development. The revised plan shall be approved by the Director of Community Development. For any additional trees that are removed due to hazardous conditions or are considered dead, the applicant shall be required to replace these trees in accordance with the Protected Trees ' Ordinance. Species and size of replacement trees shall be reviewed and approved by the Community Development Department. 4. TREE REPLACEMENT IN-LIEU FEE � — The applicant shall pay an in-lieu fee for any trees that cannot be replaced on site in accordance with the City's Protected Trees Ordinance. (. U-2007-04 AMENDED February 17, 2009 17 5. NOTI_CE 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 Govemment Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. The Exception conditions are as follows: SECTION III: CONDTITONS ADMINISTERED BY THE COMMUNITY DEVELOPMENT DEPT. 1. APPROVED EXHIBITS The approval is based on Exhibits titled: "The Oaks Mixed —Use Project, Stevens Creek Boulevard, Cupertino, CA" consisting of 47 pages labeled pages DR-1, X-65, DR-3 throu�h DR-9, DR-2.1, DR-3.1, SD-1, SD-2, CS-1, A-1 throu�h A-4, SHT 1, Pha.se l: C-1 through C-8, Phase 1: C-1 through C-S, TM-1 through TM-4, Condo Plan: C-1 and C-2, C-3 Compliance C-1, Ll through L-5, and two colored renderings of the project, except as may be amended by the Conditions contained in this Resolution. 2. AEART OF THE CITY SETBACK EXCEPTION Approval is granted for a side yard setback exception from the Heart of the City Specific Plan requirements to allow the proposed hotel and mixed use building to have a minimum 15-foot setback from the westerly property line. 3. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. (`. U-2007-04 AMENDED February 17, 2009 18 Please review conditions carefully. If you have any questions regarding the conditions of approval, please contact the Department of Community Development at 408-777-3308 for clarification. Failure to incorporate conditions into your plan set will result in delays at the plan checking stage. If development conditions require tree preservations, do not clear the site until required tree protection devices are installed. Tlie conditions of project approval set fortlz herei�z �nay include ce�-tain fees, dedication requirements, rese�vation requirements, and other exactions. Pursuant to Govern�ne�zt Code Sectio�a 66020(d)(I), tlzese conditio�is co�astitute writte�a �zotice of a statement of tlie a�nount of such fees, arad a descriptio�i of the dedicatio�as, reservatio�is, a�ad othe�• exactio�as. You a�•e Itereby furtlZer rtotified tlaat tlze 90-day approval period i�Z wlaiclz you rnay protest tlaese fees, � dedicatiorZS, a�zd otlaer exactio�as,pursua�zt to Govern�ne�zt Code Section 66020(a), has begu�t. If you fail to file a protest witlzi�z tlzis 90-day period co�nplyi�zg witla all of the require�ne�ats of Sectio�a 66020,you will be legally barr•ed fi•o�n later clzalle�igi�zg such exactio�as. Aray interested perso�z, i�acludirzg tlze applicant, prior to seeking judicial �•eview of the city council's decisio�z i�z this matter, �nust first file a petitio�a for�-econsideration with the city clerk witlti�a te�z days aftef� tlie cou�acil's decision. A�zy petitio�z so filed must co�nply with mu�aicipal ordi�aa�tce code §2.08.096. Sincerely: . � � Grace Schmidt Deputy City Clerk cc: Community Development /�i-}ac��mer�"': B MODENA I]\f VESTI��N'I',LP 690 Saratoga Avenue, Suite 205 San Jose, CA 95129 408-867-7490 TEL • 408-867-7982 FAX Au�st 22,2012 C��'��1�-��' IC _��?�.l�'._� _, . (�,...__ .-y�",r . . _ Ms. Aarti Shrivastava , ��y ,�/ City of Cupertino � �'' 10400 Torre Avenue Cupertino, CA 95014 Request for Extension of Use Permit,Architectural Site Approval: Oaks Center: Use Permit#2007-04,Architectural Site Approval#2007-06 Dear Ms. Shrivastava, Modena Investment, LP and Sunnyvale Holding, LLC, the owners of the Oaks Center(Parcels A and B), are requesting for a 2 years extension of the Use Permit and of the Architectural Site Approval which the City Council originally granted on September 2, 2008 and which, as extended to 4 years, will expire in September of 2012. Parcel A is planned for Office&Retail(Condo Unit 1)and for a Hotel(Condo Unit 2). Our efforts in finding the necessary capital for the development of either of these two Condo Units have been ongoing. We worked hard to obtain these entitlements. We want to do these projects for ourselves and for the City of Cupertino which has rewarded us for our efforts in getting to where we are today and in eontinuing to help us stimulate more commerce at the Shopping Center while waiting for the "good times" to come back. With short term and long plans in mind, we have made a number of short term improvements to the Oaks Center over the past 2-3 years. For example, we have painted, improved and re-opened the movie theatre, although ultimately destined for demolition at the time of development of Parcel A. We have done this theatre improvement in spite of the fact that the economic rewards were not there as customarily expected. We have also eradicated and replanted a number of oak trees, repaired and asphalted the parking lot, where necessary, sealed and striped the entire parking lot, including ADA enhancements, and we have added commercial activities and have added draw to the Center by re-opening not only the theatre and but by the addition of the Events Center and music entertainment at that Center as well. As has already been said, we have not stood still in terms of seeking capital for development of the Hotel and Retail-Office Space. Please, see the attached "Now Pre-Leasing" brochure on the Retail Office part of the proposed development. We have listed it with a top commercial leasing company. Yet, the results have not been fiuitful as we have no signed leases on that space without which financing is simply not feasible at this time or within the reasonably foreseeable future (12-24 months). Finding financing for a hotel during these times is even more difficult since we can't rely on pre- leasing efforts. We are not giving up by any means but we can't pretend to have the power to wave the magic wand. We, like others in our position,must do the best that we can do in trying to ride out and survive this economic storm. At the cost of appearing presumptuous, we believe to be the best and most responsible people to make that property a successful project that will make the City of Cupertino and its residents proud. We remain enthusiastic and hopeful. For these reasons, Modena and Sunnyvale request a 2 years extension of the Use Permit and of the Architectural Site Approval to start from their expiration dates of September 2, 2012. Thank you for your consideration of this request. Best Regards, Shawn Taheri NOW PRE-LEASING 21255 Stevens Creek Boulevard Cupertino, CA 1 GRUBB & ELLIST From Insight to Results Nigel Keep Martin Chiechi Marilyn Hansen Invesfinent Associate Senior Vice President Senior Vice President 408.453.2388 408.453.2352 408.453.2371 � G R U B B & E L L I S. nigel.keep@grubb-ellis.com martin.chiechi@grubb-ellis.com marilyn.hansen@grubb-ellis.com `. F��m��s'6'httoResuit5 License#: 1367758 License#: 806069 License#: 861710 Grubb&Ellis Company • 1732 North First Street,Suite 100 • San 1ose,CA 95112-4543 • 408.452.5900 main • 408.437.0499 fax The information contained herein was obtained from sources believed reliable;however,Grubb&Ellis Company makes no guarantees,warranties or representations as to the completeness or accuracy thereof.The presentation of this property is submitted subject to errors,omissions,change of price or conditions prior to sale or lease,or withdrawal without notice. NOW PRE-LEASI NG 21255 Stevens Creek Boulevard Cupertino, CA Proposed 35��9 �F 3:-St�ry Class "A" O�'i�e�Retail Building Ground Floor: ±17,972 SF, Can be Divided (Reta�i�off��e) Second Floor : ±17,717 SF, Can be Divided (off��e) � �`��d F��ar�f B�i(c�ir�g �Sa� ��ra d�si�r��fi�d��ss��s� ��r��r��i��/��mmc�r�ity Cc�►�f�r�r�c� �ac�li�� r�j�� I�very L��-2t�1,�,°� ��-20�.� s -a s . ' s i r * � ♦ • '• i!' ►�� . !'�:f E • r s •l; * i�i�}�ly �fF�ci�r�t ��l�mr�l�ss ��r�arplat�s � �4d�qu�t� P�rkwr��u�rith �+ath� �lr�dergrcz�r€� ��I ��r��c� �'�rkir�g _ ��a°�star�din� ��ai�di��Vis�bi�ity#'ra Ni�i��ray�5 1 R �x��ller�t �cc�ss f� Ni�k�vv�ys�5 2�0 _ ��r�r�i��€� ��t��ar�r�ts, Re�ai� 5��c�s, �e�e�z� C�al�� r�� Ct� ��ti��C # P��j��fi �s ��tit��d. � C�p�rtir�� is��a� Ne�c�q�ar�e�°s �f��p��, P�cket�er a�d �t �r��er �-r . � ; � -�r s 1 . r < .: � , 1 p •" . *�' � r • � . a + .> • "s. �! �!� _ l . _ . Nigel Keep Invesfinent Associate 408.453.2388 nigel.keep@grubb-ellis.com License#: 1367758 Martin Chiechi Senior Vice President 408.453.2352 martin.chiechi@grubb-ellis.com License#: 806069 � t f ��:o�$��1�►r��rrn�t " , ��-.��,��s ��, � _:, � ��t��P es � � g� � ^� . .... a ��F��'�f�' . �,,, , ' `�"_ �^ ttiz��s ry�- �� : �� c�n�� , �$�tifcEr�1 Cbr., � .� ' c��r.,,�r� ...�, f�9�t�!�-� ' � i .. � �,. '� ;�...:� .. ��.s� . � � �. t�7�;� � _ � '% p �,..,��.�I�a�b.�r,. � �,e< �� Y rns€r.�i��r�tw[- : x ±;�ties�tt;�C;'e., �,,•��E��,�},. r�;��e; " �t�a„��, ��,�<� °.�, ,�nrE;s�t.t � � r�.e',�� a3 r. � � � � "� � � �,�t � � :, i �� -� E�ark � � �� .� � ��° � ��kk� � .. � ' "'!�`Shopping Y�t��,� �, _ ,_ �.._. � �� _ �<�.�...,a�. .�.._ - �� 8S t8e Aa,xa �' Co�ege Marilyn Hansen Senior Vice President 408.453.2371 marilyn.hansen@grubb-ellis.com License#: 861710 � GRUBB & ELLIST From Insight to Results ��a: 3�s'`' n [��;r.h�r�tf: � ..6�9f�jfl�'�F.* .. .._ .:t-��r.�t�f<�{is t.�r...:,<;�. .... :� � ra��;g e�atz°L�i .� � ��7��.�cz� ,�� ? r�ls��r ,.t�z Whole � Ta et : Foods � � � GRUBB & ELLIS. from Inslght to Res�dts Grubb&Ellis Company • 1732 North First Street,Suite 100 • San Jose,CA 95112-4543 • 408.452.5900 main • 408.437.0499 fax The information contained herein was obtained from sources believed reliable;however,Grubb&Ellis Company makes no guarantees,warranties or representations as to the completeness or accurecy thereof.The presentation ofthis property is submitted subject to errors,omissions,change of price or conditions prior to sale or lease,or withdrawal without notice. NOW PRE-LEASI NG 1 21255 Stevens Creek Boulevard =u �U ertino, �A GRUBB & ELLIS� n From Insight to Results �_ Prc�p+�sed 35,f,89 SF 3-�tvey �lass "A" C�f�i�e/Retail Building Site Plan Z � 2 � ➢ < � MARY AVENUE -\ �-------- ---� ----- -�� J -- l � �—\\ —� % � l lO O O J�� I i � V) i I'�' � �1 i � I �—�ZJ n ��.._ �.\-� l� ��_�_� D�awing Not fxact/Not to Scale � STEVENS CREEK BOULEVARD Nigel Keep Martin Chiechi Marilyn Hansen Investmenf Associate Senior Vice Presidenf Senior Vice President 408.453.2388 408.453.2352 408.453.2371 1 G R U B B & E L L I S. nigel.keep@grubb-ellis.com martin.chiechi@grubb-ellis.com marilyn.hansen@grubb-ellis.com ` ° F`°m'�"�ntt°�es"its License#: 1367758 License#: 806Q69 License#: 861710 Grubb&Ellis Company • 1732 North First Street,Suite 100 • San Jose,CA 95112-4543 • 408.452.5900 main • 408.437.0499 fax The information contained herein was obtained from sources believed reliable;however,Grubb&Ellis Company makes no guarantees,warrenties or representations as to the completeness or accuracy thereof.The presentation of this property is submitted subject to errors,omissions,change of price or conditions prior to sale or lease,or withdrawal without notice. NOW PRE-LEASI NG 21255 Stevens Creek Boulevard Cupertino, CA PI'��it�Set� Demographics 2009-Estimates (Stevens Creek Boulevard & Hwy 85) Population Households Median HH Income Per Capita Income Median Age Education (BA) Education (MA) _ __. Housing Value ($750,000-$999,999) Housing Value ($1,000,000 or morej Employee Count 17,656 6,134 $118,429 $52,121 40.99 3 2.45% 23.26% 134,948 48,690 $116,003 $53,253 41.06 32.59% 22.50% 29.85% ' 30.86% 43.17% ' 38.08% 370,888 140,592 $98,660 $49,050 39.43 30.56% 18.51% � City Comparisons � GRUBB & ELLIS� From Insight to Results i• � '� � � � � '� �• i � Population SQ,479 57,233 ', 55,805 ' 65,151 Population Growth ' 25% 5% ' 16% i 5% 1990 to 2000 ' ' Households ! 18,682 ', 25,216 22,948 '; 31,425 Median HH Income ', $100,411 , $90,377 $60,994 ', $63,238 Per Capita HH Income ' $44,749 ' $56,257 ; $35,762 ', $39,875 ' II Education (BA) 65% ; 74% 44% 54% , _ . ___ _ _ _._ , i Home Ownership ; 64% 57% ' S4% 68% , 25.30% ' ', De Anza College Population 24,000 students*,635 FT/560 PT staff 32.13% ' 40,000 community education program _ *One of the largest single-campus community college in the country 9,195 ', 49,809 ', 152,642 -------- ------- Average Student Profile Female 51%, Male 49% 65%are 19-24 years old Nigel Keep Martin Chiechi Marilyn Hansen lnvestment Associate Senior Vice President Senior Vice President 408.453.2388 408.453.2352 408.453.2371 '� G R U B B & E L L I S. nigel.keep@grubb-ellis.com martin.chiechi@grubb-ellis.com marilyn.hansen@grubb-ellis.com '° F`°m�"5'�ntt°�e5"its License#: 1367758 License#: 806069 License#: 861710 Grubb&Ellis Company • 1732 North First Street,Suite 100 • San Jose,CA 95112-4543 • 408.452.5900 main • 408.437.0499 fax The information contained herein was obtained from sources believed reliable;however,Grubb&Ellis Company makes no guarantees,warranties or representations as to the completeness or accuracy thereof.The presentation of this property is submitted subject to errors,omissio�s,change of price or conditions prior to sale or lease,or withdrawal without notice. NOW PRE-LEASING 21255 Stevens Creek Boulevard Cupertino, CA 1 GRUBB & ELLISr From Insight to Results Nigei Keep Martin Chiechi Marilyn Hansen Investment Associate Senior Vice President Senior Vice President 408.453.2388 408.453.2352 408.453.2371 � G R U B B & E L L I S. nigel.keep@grubb-ellis.com martin.chiechi@grubb-ellis.com marilyn.hansen@grubb-ellis.com '° F'°m'�"�ntt°Re5"its License#: 1367758 License#: 806069 License#: 861710 Grubb&Ellis Company • 1732 North First Street,Suite 100 • San Jose,CA 95112-4543 • 408.452.5900 main • 408.437.0499 fax The information contained herein was obtained from sources believed reliable;however,Grubb&Ellis Company makes no guarantees,warranties or representations as to the completeness or accurecy thereof.The presentation of this property is submitted subject to errors,omissions,change of price or conditions prior to sale or lease,or withdrawal without notice. • l'�'■ J ' PROPQ�ED -� � n� S1TE � �� & �� ."�. �� ''� 'm`� a �`�`� �.''�;,��r�,g ev� ..�i :,:,�: �, , . ,_..._� '�! r� � ��.�w -?I�` �?+L� � ��v �e� �" �� ,�`� �'� � �� j� �,� piu e z �<y az.�e� # x �:k o- 1 g"'.' x �1"��?, e�� "f �. � 'a � .� a •�. � �'. a �� q,°� �°� 'Fh�� k�! . � M.� d .P L�, - ��'..�<;sa '$ R,�.g`s �. k q� � .R Y � � . �,� , � � � �* �� i`,� x 9 _�- � �` � �' �� .�'» ��'��' � �� . . �. _ .., �:� . �.��' ��SANTA� "��^; CL°9RA . �� 4� F'R F,�Lt' LoopNet - The Oaks, Office R��ilding, 21255 Stevens Creek Blvd - TBR Cupertino, CA Page 1 of 3 11 LV�1��% #7,rr Ccrmrrperc:ial Rea�Es?,�te C?n3ir�e Acr,GSS ur�li,teci pr2fcrrYC:le,s«res ar��i ftF..C1,. Br.jt;k io;;c�r�rcPi>Zesulls Prebiuus Result 18 of 46 Next E�est�lt Office Praperty For Leas� The Oaks Presented by 21255 St�wus�ns Creek£�iv�-TE3B,Cu;.rertinc�,C�9501�i ,_ , . _ � hl�w+�r�ffnt�h3�Fr�nk�� t$��?C I�a��L�taC�*�i�k �� ,. ,�� „a, Request additional information �� IYI��JE �Y��,.��,.� �artin Chiechi (408)987-4178 Send a message: Please send me additional information aboutthis property. You can reach me at(831)422- 7455. T�ta1�;pacv=�va;.ao':e: 53,406 SF �� v�a,r� s��:�; kF�niai Rats. �`s�'�"�;� a�e� a4.25 ISFIMonth - P:tin I::�ivis:[�I�? 17,717 SF nlax ;;on€iui3a��s: 17,972 SF Prc,t:c:riy':Y;'e Office r�€aperty Su��ty,�e: Offce Buildin9 Watch This Pro{aerty� CoiFStn.ii�#icn Sia;us. Under Construction/ _ _._ ___ Proposed Share this listing C?ui€t1in,t;izr� 53,406 SF Bui.l�9i€,e:;iass A Serid[o F€iend �inc1 Out More... t_ink Pu This f.isiinc�� Embed This r��Your V4'�b S�fe L`<zsi U[��#;d 7�;::ty 7gc, r,Y (_iski��y IC� 1'?i�i4?0 ti EdgeEs.B:�dyes a�rd Tools Share on social nelworks 3 Spaces Available si splay Rc;33k�a1 F?atn as 1_ntr�rc�c1� a��crnm�nd 0 Tweet 0 1 St F it S,�t�c;e r^�va�[,�Csle: 17,972 SF Share Re.ni.al Rate-: $4.25/SF/Month Spa^,e>"3 yc„�: Office Building L.c�as.�i< <�. NNN Additional options iK% i'rinf�ist:r;4a Build-to-suit;Property will be delivered Mid-2011.Steel Frame construction. Highly efficent columniess Floorplates. Vi��UV t.•1ap _ _ _ _ _ (:�r:�33c,grapnie� ?fid FI�` ;��.3t:r r'lrai[i�bie: 17,717 SF Is this listing inaccurate? Rer3ta�Rate: $3.SO ISF/Month R�•prsr!Lisfing�rrt�r jp�rE. Ivpt: Office Building L.e�ase>'IYP+:. NNN Build-to-suit;Property will be delivered Mid-2011.Steel Frame construction. Highly efficent columniess Floorplates. ' 3�'d�Er S�>:�ce:�v�31ah3e: 17,717SF R�-r�l.a€[?ai.y: Rental Rate Negotiable 7pz�ce.Typr.: Office Building Ci<atr:rtu<zilEth€r3'. Sep 2012 Build-to-suit;Property will be delivered Mid-2011.Steel Frame construction. http://www.loopnet.com/xNet/MainSite/Listing/Profile/Profile.aspx?LID=17707470&SRI... 8/22/2012 LoopNet - The Oaks, Office R��ilding, 21255 Stevens Creek Blvd - TBR Cupertino, CA Page 2 of 3 Highly efficent columniess Floorplates. __ _ ___ _ _ Attachments ' F�ver Description Cupertino Map of 21255 Stevens Creek Blvd-TBB,Cupertino,CA 95014 t3ice n;ta�: Co��tac��isting Broker to find out more details. ___ _ __ _ ___ �;e�,�¢c�.r1'�;20�:� Pr�t�>re f's�yrr�: Martin Chiecf�i .... ,_, k�. , V�eyv Pr�file: ' �. � v u.i.a.i.a.t•,+::ne+.t. '�. �, . . �. ... N,.-. '181A kiello Urivc:3 Plar�t`>1 188�I_as Plumas 2i}2ri StcE�e r,veniic; 36529 Nekvark E�ivd. San Jc�se.Cii San Ji�sv.CA Av��nue S�n.iose."L;A �le�kv2rk,C;.A 2.;3f;;i S'� .�1.195,G(70 S�iii Jos<:.CiY S'I.f;i[3.C);}0 $4�}9.0{i() $0.75 t:y[=(hlot�th '.6C}0 S� $�`;�'�it0.s'lCrO 3.LOi7:�( 65,i i3�:F Additional Information for 21255 Stevens Creek Boulevard,Cupertino,CA 95014 View the Pro�erty Recorci for this address to access additional information such as historical listings,property details,tax details,owners,mortgages,tenants,and more. _. __ __. _. __.. __ _.._ __ __... Asking Price Index Trends for Cupertino,CA Office For Lease Askinq Rent�ffice fr�rLeasa Cuoertino,�s1(S.iSFiYeaei http://www.loopnet.com/xNet/MainSite/Listing/Profile/Profile.aspx?LID=17707470&SRI... 8/22/2012 . �� l��C t1�i, - - ., . , .., , , .. _. . , : _ . � �C.��7,.�-�y�,,. ....� _ A _ _. �. . . _ � _. � • . _ ._ _ ,..>,._ .a� - � . , a , ,_ :_ �. -; � :�` ,_ . � . � _. .� . �� 1.�'��Q+�'�ii:�� - ��,( —�0 7 —D�i ��?°�€�°�'�!. �—ac�-7—o� ��r a��`'"� .�� ti�'e�T .f��i:i1�.�.'��i�fy'� !� �� pV 606��4i�S�:� �', .w.� t�it:y t�{ � � 44 [ � *'( ,..,�y...�.�t.�� __.... 1k4g�Vv�./'i{�i�i`�l� ____ '1Y�t� I � �i j:�`>.�:�ir� �i�`3�t��:�ii::� :'.Y �� VICINITY MAP � ''� , � �:l�'t} '*-.; ��s� K� :�. _- 1',M1� _� ;::waoati�ry�•t. ';a f, ��:"c,reen,nd,tn � ��' { __ .- ��':IY1oni _ � "Y a '�� - _� � STEVENS CREEK BOULEVARD CUPERTI�IO, CA �ITE$ �� -� < � .�S; z:'---.__._�; � ��i �.- saI � ��` o„ � 3� � �- - �: ,` ( Cu pertino '-�-----------•--- i1Cab�x_ _ � �_ x. � . Y— � � -- � :� �—�- $_ �_ my�I � I �ardc�way � � w H f'�...y`-'��,,� ,. . OWN ER SUNNYVALE HOLDING,LLC C/O SAND HILL PROPERTY 489 S.EL CAMINO REAL SAN MATEO,CA 94402 TEL:650-344-1500 FAX:650-344-0652 SUBMITTED TO CITY OFCUPERTINO PLANNING DEPARTMENT ARC:H ITECT ARC Inc.ARCHITECTS 560 FIRST STREET,SUITE B-201 BENICIA,CA 94510 TEL:(707)745-0502 FAX:(707)745-0592 SUBMITTED FOR DESIGN RE��IEW RE-SUBMITTAL APRIL 2008 ARCHI'TECTURAL DR-1 COVER SHEET DR-2 SITE PLAN DR-2.1 PHASE-1 SITE PLAN DR-3 FLOOR PLANS DR-3.1 PHASE-1 BASEMENT FLOOR PLAN DR-4 RETAIL/CONVENTION ELEVATIONS DR-5 HOTEL FIRST FLOOR PLAN DR-B HOTEL UPPER FLOOR PLAN DR-7 HOTEL EAST$WEST ELEVATIONS DR-B HOTEL NORTH d�SOUTH ELEVATIONS DR-9 HOTEL COLOR 8 MATERIAL PALETTE SD-1 DEMOLITION MASTER PLAN SD-2 PHASE-1 DEMOLffION PLAN BUILDING ALTERATION-24 HOUR FITNESS CS-1 COVER SHEET A-1 DEMOLITION 8 FLOOF2 PLAN A-2 ROOF PLAN A-3 ELEVATION&WALL SECTIONS A-4 DETAILS SHT 1 ALTA/ACSM LAND TITLE SURVEY !��cl�m�-; C DRAWING INDEX CIVIL PFWSE-1: TENTATIVE MAP: C-1 TITLE SHEET TM-1 TITLE SHEET C-2 GENERAL NOTES TM-2 MAP SHEET C-3 NOTES AND LEGEND TM-3 PRELIMINARY GRADING�DRAINAGE PLAN C-4 IXISTING CONDITION TM-4 PRELIMINARY UTILIIY PLAN C-5 DEMOLITION PLAN C-6 GRADING PLAN CONDO PLAN C-7 UTILITY PLAN C-1 FIRST FLOOR C-8 DETAILS C-2 BASEMENT PHASE-2: C.3 COMPLUWCE C-1 C.3 COMPLIANCE EXHIBR C-1 TITLE SHEET C-2 GENERAL NOTES LANDSCAPE C-3 NOTES AND LEGEND C-4 IXISTING CONDITION L•1 CONCEPTUAL LANDSCAPE LEGENDS C-5 DEMOLRION PLAN L•2 CONCEPTUAL LANDSCAPE PLAN(NORTH) C-6 GRADING PLAN L-3 CONCEPTUAL LANDSCAPE PLAN(SOUTFn C-7 UTILITY PLAN L-4 CONCEPTUAL LANDSCAPE PLAN PHASE 1(NORTH) C-8 DETAILS L-5 CONCEPTUAL LANDSCAPE PLAN PHA3E 1(SOUTH) Benicle Oiflce: 580 First Slreat,Ste. 8-201 Benicia, CA 94510 Tel: (107)745•0502 Vallelo Otfice: 818 Narin Street Vallejo, CA 84590 Tel: (107)556-1111 arc�arcincerchitects.com 0 � J m U W W W O � � U � � W Z � W � � , W !-- W � Q >G otS U � o`no O (n � Z Y Q � 0 = W C� F=— 2 U DATE: 5-30-�% REV.NO. REV.DATE 9-20-07 g 01-31-08 g 02-04-08 03—28-08 COVER SHEET DR - 1 �os No.: SHP03 ,. _ cM\ �µ� �` . .., � �; '.�,: >> y �> vy�\� '� > ;•... . . �n ��..� ��:\�C; 1 � ` _ G) 2 � -C � cn � 1`� �� \ i e�oN �'� = `�GR� ,`�<,�-�� NOP►�pN� .� p':. ��"•� \1'L b^�._ "\r �```--�`< . , �`�' a� .:.. . \ �,; �p� v♦ �� ,,. :;�,::' �. �.:�.,.�•<`�� HOTEL �j 122 UNITS ��- 4-STORY FOOTPRINT: 23,158 S.F. � TOTAL AREA: 61,822 S.F. � � ` , .�. 1 `. y� 5�,, � o. • A �'`.• NEVY�� ..� MONUAENT � simr,I �\ � � \-r �` � � �� ta �'� ' d � b 4, �P � `:. .r � �� 4 � NE1N LOCATIO� TRANSr PAp �) PARKING REQUIREMENT: HOTEL GUESTROOM UI 4�� a�� '��S� G!� �' OFF-STREET PARFONG PROVIDED 301 SPACES OUTDOOR POOL UNDERGROUND PARFaNG PROVIDED 165 SPACES �j�,��_I ir�"1 �� GUESIROOY TYPES td ?rd .,�� ,�� vv� / � �(JGJ/ TOTA� 466 SPACES ,s ,s ,s ,a � ,� ��V,J S�d' Stmidard-19 foot !Y R�i�C1�II��. ,�-�;�"��07'�� ' ��sa�:a��cra��Q� ��trit62 i t i� tss:e c�� 9��-0 8 _ t*dz� �;��:`o.�Y�� ` �L"�C i`i�it9� °�� -��1�-�i iG' ��.� 7'� . `- �� -; --- _ ---� . , � ^ , :, ; �-- y - � � � � , p _ MARY AVENUE ��'` ! '�__r - - -- �t o _ _ .• ,• __,'.. ____�-�c,--'r^�r�-•--- V Q i�'�� .� . �' � a v a b a Strd'a Stondord-21 foot Stud'a-22 foot(occsw'bb ba; sb,ab stm,ao�ot r�a�ca„� �� 1 9edroan Stadar�d 1 Bedioom End �,to�/r�, eea�„ 2 Bedroom Standard ,s� PerCentoq�/Tobal 2 Bedroom 13x Totals Px Fbar 26 32 32 32 T07AL GUESfR00YS ACCESSIBLE AND HEARING IMPAIRED ROOMS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE APPLICABLE CODES OF THE AUTHORITY HAVING JUR{SDICTION. NUMBER OF REQUIRED ACCESSIBLE GUESTROOMS SHALL BE CONFIRMED BY THE ARCHITECT OF RECORD FOR EACH SPECIFIC PROJECT.ALL ACCESSIBLE GUESTROOMS MUST BE INTERCONNECTING ROOMS A�JD THE TOTAL NUMBER SHALL ALSO COMPLY WITH MARRIOTT DESIGN AND CONSTRUCTION CRITERIA ---�-�� ``. , `\ � � \` \ \ �O�ATIOk ' . .. . . , '..i . �•• , O `` `y� TRA�6FORMER .: ",•�. •L• `� > < � �: � �� , \ (E)RETAIL 5 '. g � � � r� � IQ �g :., 1 � R � ��,,a.,� � 19,980 S.F � : �T�� i �.�.:.:.::. o� _ ,�.::• p � �xt:�� x.. � � <. O � • r x y:�X'�� 4 � � �� ti� f r^"'-''`✓�� (Ej� I ��.�-ri'� . �i _j__� '�' �'>'>:�YxY , , � �RAMSFOftMVt I .... r �� v x"> �` , . • �.1'_— __ _:+.r ..'J'_�" , , ; � �., y Y . :y• .,.'. . . . T . .; ... .•.. ' P� -�..L. ••: •..`. T • ..,: •.: ..a' ?� )�., '�!r r �:' , '��..' . . . • .. � �` OUTLINE OF T}EATRE �Y � ..�;:'' 'r. `b: `d'` •� �s.�`x ��r i >-..$. . .. � �. . . , ' � �. � '.r.. r .�, �"'!y'^_n��. . ` ' '�'�'' \ (t78.000SF.) � � :X` . . . �..0,.'...�,•,•.j••,•: � TO BE DEMOLISMED i I . , '��y> >'� �'�� .. .�I. • .. • . , � •OUiLNE DF �� .. Y-> v r�YY r a r 'y• •p` � �, FORTION OF BUILDING I � } •� ' \ ; , ,� x�x'� T> . ... ' ... . �• 4 3STORY ,-• � To��rna�Ero �-y r x> i'- x". •,� ': .,o.• .. y j (E)RETAIL 4 , �, . . - �� ` RETAIL/ .'� : V�` OFFICFJ I 8,000 S.F ^; . ' . ``� . ��>.. i . .�: o': .. .. ,. . � �, CONVENTION .°-'�� b i 4 �. •:.:o:.... �RETAIL3 .::''�•:, '•:• �"• �\\\':. ., .'.• . . � CENTER " !_ i _ .• '.• 9,587 S.F . .: . . �.._ .• °�,, ; _+ . . .., • . .. . . . ,°� ' � ', (E)RETAIL2 0: .,• '••,�•. � t ' . . : . .1. I� '. FOOTPRIPfT: .�, � :n. .,�.•.,,..•e .G .w� .s .a�. ..a� � . .•', � %�. 18,000 S.F. .'. � ' ��' • 5,800 S.F �� ' `t b I Q 9 ` "� f;Q�; .'1. t TOTAL AREA �� + ,,,. � ' (E)RETAIL 1 ` T's\.. :, . . • :: . . . 51,000 S.F. "` ��. `� ' 68 ��. � UNI ` �,..(E)PYuJN_. -, SIGN 7p gE OLtSHED �+ �� c MONUM� ' •` 3 10,058 S.F • '• �°.. . -� .o .. •'Xj''•, '.�. � � \ � . . .. , � ':._ . . .;;�., '�< �•.;• 4 ir. . . . ... . . . . . •.Y, R . +� \� . , 5, , , .. •'�.'.... �_-�� d"� STEVENS CREEKf30ULEVARD �� H 6J+ PRELlMINARY SITE PLAN SCALE:1'=40'-0' ��wt[■i�� \ / i � . , . .. •`�,. �.... , .., I A. �Q". :0.. .. � ''1... .� . '. � � Q . . � .��,;:. .:,.. , . � � � I 'i DE ANZA COLLEGE CAMPUS Exhibit B -�- 1 enicia Oftice: i0 First Street,Stfl. 8-201 enicia, CA 94510 el: (707j745-0502 allelo Oifice: 16 Marin 5treet allejo, CA 94590 el: (707)556-1111 , �c�arcincarchitects.com '' � J m U W W W � � � U � � V..� z � w � > � W H X (J� �S U C`^ � � v/ � Z � ¢ t"� � �T U..� irn V H 2 U Z D¢.. � O J LL LL � W � d � Z U 0- Q J L� O � 2 w Q � Q � Q fn 'd' Cn DATE: $-Z'I-OH REV.NO. REV.DATE PRELIMlNARY SITE PLAN � ° �� oe No.: SHP03 i i -��_ r �, '� � � � �3x�� 9 .r��K9�� '� . ��f �� ,�� a � .s�° L �h' F�p��^��K'� �gJq,; � �y�� '.°6 �.r�,CG."O'y o;:%..�Y/��1�.4/? . _ � _ y � � � ,.,` b Q � `�JVj—,�[�O�J-0�9 ac��€��t��, i�. '�ao7- �f k �t�Mc��eear ct � �.00��1—D Co ��c��ir�tt�C.str��rr:��3c�tt � �j �*�{s �'�:,��'oe?r��!' ��? _"�� Crd£t s3 i��t`��:��L° �•�iai�.r4�i�6 i:� � ��'�� ;, � ��- �:�,.: �� u , �k t . ' ��q +�q�`.��t#'�w o�O 9��E"rf��:4y'�a��. PS/n'�%"/�j�y� 6y��'GE�''r:. ��q�'��yG��Jr� ^�r� �i,fl�!��,A�. ' s A "� �.''$ ��>i: g�`.r��..� a aci s i.r"'�' �, ��i'�a_f' a/� �c,��d°��f�„��' �t'� :� S��' � 5 YY�3 4� N%5��'ck� � .y�^'n l. �r,` t�"�"4�r�'"u��s'�y,,��y��''�'�"n�3��,�;��C��y",�� _ ��o'��'�9s''"�e�s��&'�.�&'� , ��!'� � �r.� �s{;��`� '�%5�'y x.sf,�' ^"�a� £#=r"�'„-�'>'�ay� '7 , ��! / ;� 1 4y; �. f� %� s'�', sY'aa ��''a�F�'°�� tas��s��'�`�`��W �Y�'�°a.�r h ��'��; �k� �n,X f�;'�.'�r��f ��J�'��' �j �� kE3 '�u'�".4�a,�4�" ��'w �� d y�'h �4 '" �,: �a��.ba>„�"��y�y��,,,��.°,e��`� �'S'�.'�£'��f��"'w,. , r - �k'�ro°�'�.'`� ._��l��Q�;g,&��z`�6 zx�tawE,�,i��. $��k ��&. ' �� '��,,.o"�'�3'�`s;?h �a�3,pa�lG,��+,.�ae��'& �� .: ��'"��r'"'�P'�'�"� � ��6�5��qQ��.��a�,�`��,�"`��S�r�..�s� �� •v �� " _ �`° ��z�`�� ' 'r a�a,��s s y ��€�,'a'°�-��s,, �'''`� . s � eo$.�°'" > l�'n s f i y �' 4 G,g�`' yn'N z';s ��S� � rF f?}'� �. � . ¢.�s y'f s�a,�°;°o� ��>j d s'"�8 b s� 4�Gy x�"r'��'�'�' s�xi a'.P'. � � � z�' ��` �.�x'l�� _`fi� ��s��;tiy /�°'�'�,a ��s`� 7��a��s'�.�W�'�. �...„,z ��s'�� y�,'� J� c.r 3 �'df"�'�� e'`�,` 7 �'�a'M��.�"�° $^� r; .. � x�� :°�`�'�rt y.�'�.''F�/��:`�� s,,�'s.�s� �r��sn <. z�a� f'ot+y�y�`*''"..,.t.��/�b ,� 7�f..3�"N`�'�wa O�''�w:GR�"'� :S��'��s�.56� ' �r.�n�'�F�,��,c+�� .. y �r fs�,g��y�'Q.a�� Z'x rp��.�i'n .{� ,�,� r � f� �a ,iYY��A'�,��y � a S� F�sd k'��WS q�j u�4e�s."" F�2�k�.is�C��i'7� .�.. �y� cF✓ l l .,e� ✓.��,�„�z'��S ,� a�'�'..�.xz ��" li"��'�� ,�� .�.,',�'��„a::,�� s��..�,��,....,.�s;'�,'��,�,�'.��'�',��,�A„�'�e�A,�,-�:!��r„'',,.��...��C��.�'� 4 4 �� PRELIMINARY SITE PLAN A r�� SCALE:1'=40'-0" ��xri■s�• �+'�aax b`� ��tt,r:.z��. s��` Y� Ss� ��'�-r+i '%0��"a^�'<xY'.,. r��Jr^ 9'§2',��.� ��,., I �^r: -,� � '��! � �►_��`��,rl►,��►� I ' r�.•.��! � ►!��i�►�.e , , �m1 :�� :�� ,� ��,�e. ,�, o-� '� e : �o , � � ► -•,, � -a� • � �� i — — - �:, I �� .�,� � 's P'- _ � al�� `,� • � . . ��T=�zl�—c! %�n .�]_-�� ` , r^ . �� '�/,^`.. . . . . � . . - . � PARKING REQUIREMENT: OFFSTREET PARKING PROVIDED 410 SPACES UNDERGROUND PARIaNG PROVIDED 84 SPACES Tp'TN�, 494 SPACES STEVENS CREEK BOULEVARD � DE ANZA COLLEGE CAMPUS � �� % � � °�• � . ,. : � i� 7 � . � w � � �° � � � �P,eri,��:n'��8�� .� �,�� a�� ->�=-. - Bsnicie Office: � 580 Fir�t Street,Sta, &201 � Benicia, CA 94510 � Tel: (707)745-0502 Vellelo Ofiics: � 618 Merfn Street Velle)o, CA 94590 � TeL• (707)558-1111 � arcQarcineerchitecta.eom 0 � � � m � W W � O V ; � . �2 � Z Y � W ; � w ^ � X atf U � � � 0 � Y � Z O �T W ��j i i i � � H = V ' f DATE: �J-30-07 REV.NO. REV.DATE 9-20-07 01-31-08 g 02-04-OS 03-28-OS PHASE-1 SITE PLAN DR - 2.1 �oa No.: SHP03 �2-��8-�� E ' �-� `fl�f '�,2Ga 7 -pt� r�.�,�.�;��.��.�. -aoo�-o� �� r ��ao�� , - = `� °..$ �i�s�Li�i��n+-�=�ttl��4��gi•S��/ �kn:e �:;�;��t-�'�� D� Eidas �;�,:��:E� \ f'usc�E �t �c`� G1�7 ,��1�-�.%1 _ ��; '.-.�7_-!�_ . ; _, . . , � . _. , � -� 7 �= � GROUND FLOOR PLAN ��y ` : ` SCALE:1'=20'-0" .' r------1 NEW � r--�� ,��—LOCATION OF i L_-j� UNDERGROUND TRANSFORMER �rt�__�_��..�.___ � SWITCHGEAR , ; f200AA .... . :::.:. .__ ,� ...............: � �....._ / � ; STORAG � , �. � LOCATION OF � BASEMENT FLOOR PLAN : � SCALE:1"=20'-0" .' NEW LOCATION OF UNDERGROUND �r�'� ,' TRANSFORMER ; ; ' ; �� : SECOND FLOOR PLAN �?� : � SCALE:1"=20'-0' .' :� � THIRD FLOOR PLAN ` . � sc�:,•=Zo�-o- .' Benicia Office: � 580 Flr�t Strset,Ste.&201 $ Benicla, CA 94510 � Tel:(T07)745-0502 t Vallelo Office: � 618 Yerin Street ValleJo, CA 94590 � Tel:(707)558-1111 � arc�ercincarchitects.com d 0 � � � _J � m � � W W � � � - � U 3 �- Z � w � � _ � � , °w � ¢ ; � a�o O � Y � Z � O � w ' w = o- 3 C7 � s v � DATE: rj-30-0] REV.NO. REV.DATE 9-20-07 01-31—OE g 02-04-0� 03-28-0� FLOOR PLANS DR - 3 �os No.: SHP03 ��CC,-a?b�$ - D 7, �2�c�t,�c �l�l -�ct��--�'�� t t�:�(��''��i!• �_S�.___��Q 7-""-1- ��.na�:�7 'oZ-� 'd�o ��r��:tti�t� ��f�tta<a�Ic.�� 10/D °j1 t�`� �3t2e C!<y��a�i�i�CL� ` �°�'�� t.es \ �i M1��p♦/� Y.o`ti�b$�ii�lC1S�V �i.`iSSL�►�' t �'CI' � ��—�i i.�—c: ! . l� -�.7.� . . _ ;� . ;: . .t�,.�;_ ,. � . . �� ',. � 6 , .. ., � r-----1 NEW � r--� � LOCATION OF i ; ;�UNDERGROUND �Z: � BASEMENT FL04R PLAN ' SCALE:1'=20'-0" . . STRUCTURAL 'FWOCK-0UT' PANELS LOCATION OF (E) TRANSFORMER �� i � ��i Benicle Off(cs: � 580 firet Sireet,Sts.&201 ! Bsnicia,CA 94510 Tel:(707)745-0502 � Velle(o O(fice: � 818 Mar(n Street VelteJo, CA A4590 � Tel:(707)558-1111 � arc�arcincarchitecta.com � � � J � m � U w ! W w � � � � � � ' w Z I _ � i � W � H W � Q , X otf U � � � � C!) � Z � Y � � � = W W � a i � I • I-=— 2 U DATE: rj-30-�] REV.NO. REV.DATE 9-20-07 01-31—OS g 02-04-08 03-28—OS PHASE-1 BASEMENT FLOOR PLAN DR - 3.1 I �os No.: SHP03 i ��-!�'��'t� �� . , _ ��-.-.1.�e.- i�_ _..� � � . ��--�,,,,,,.. . . _ k . .�-�� : _. z '�'%�--a�?a$"�� . -�`7 ��1 -�7-o�i ��c��, i.� -aoo�� r�'�t4a�l��ny��hct j � �O�-VQ��(� Plt�rt�aG�t��'��gtta>t��s��a �'�� °�� ;4a:c �l��'��SB�+�t'� �`�� t��a �¢�6 3t{u�t'e � C'•.sc�.�c�s� ;; c =�`;':,> , Benicie Oftice: � 560 F(rst 5treet,Ste. &201 ? Benicie, CA 94510 Tel: (707)145•D502 3 Valleio Office: ' 818 Marin Street I ValleJo, CA 94590 Tel: (707)558-1111 arc�ercincerchitects.com j 0 i m � U w W w O � U � � a" Z W w C/� � = W � � �W � Q X atS U � a�o O � y. Z Y Q � � = W _ � � F— 2 U DATE: �j-30-07 REV.NO. REV.DATE 9-20-07 g 01-31-08 g 02-04-08 03-28-08 BUILDING EXTERIOR ELEVATIONS DR - 4 �oe No.: SHP03 �� ;� `�\- .- - �y_— � E ,,o:��:�, _ _ N - � -� �� =��_ � .,. . _ :'.��•,- fi„J;�`t � --,� �;< <`:�;' ,-_ .._ K�. .. .. \\ { �'.. 'G� � � \\�:��.\`\ �.. `:�\�\\\� � � ��µ.� �`-� :� " � i/ �, _3�-_>� .� ,` j 4.^�'�� . �� '. .C� . . _ /t � ,� �� \ , :,.�� ' . ` a � 4' ,C :� i <�- - + � � ,: b„� ._.�� _ .` �. � � ;i� '- � ' � �� :- � �`V. ' ..�; ; ; •� ��,�,� �,�. ;i , � �, .�,�.,�� r„� ��.,ti :.�� -y ..` .�///i!i;'i��:,.i?/�i�%//ii/:';�%i��"-''1. � .Tr ��-- '.: . ��r SITE PLAN �-�d��j'"�v;��C.��t�[�—' � - � �Q p�-p� ��.� — — �f ,�'�'�=�`c��—o� �l�rtrr�&t��f?an.r��3�:�rD � @?e.t ��'�!�!;et�____,_�____ ��-�� taaa� � ��',�,��y+'.E.';G�..i 5 v �.S!�C(�F�'LiIR'!;r �.XT�'�ci�?- �� [p-..f -� _ I.� . t v `� . � '�7 �� - � - �: � I; ; �� k � i �, ;� f �t : . � i M—1 METAL STORE FRONT AEP SPAN-COOL DARK BRONZE I I-1C VHf'�J IUII�CU-U�C t�KVJCV I HIGHWAY 85&STEVENS CREEK BLVD, CUPERTINO,CA $,�_ _.. � .: _ .._ -. �=—"� FABRIC AWNING SUNBRELA-ARMADA CITRUS 4978-0000 R--1 ROOF TILES: US TILE �_� PAINT: FRAZEE P_L PAINT: FRAZEE RUSTIC MEDERA BLEND CL 2741 W-ALCAZAR BROWN CL 2741 W-BISCOTT'I . � -� ;: �-+. �+ - �� ° _ - 5 3 = �,� ;:_:.-z - , �_3 PAI NT: FRAZEE �_4 PAI NT: FRAZEE P_J PAINT: FRAZEE CL1504M-RODEO CL 1556A-CORKSCREW 8296N-TREASURE CHEST �` ,�'�Y'�r V f $ ......,,r. : ^' , �� • +��q : C.�� J ��.� .�. �� W 1 \ . .. . � .. .. - .� . _. . . _.. . -:..�.';ai:.�. 11� . � -�.no�� — "I�J�'1 �� 't�J �i��x��. L/��o`�b0�-�� =�a7-a� �l�€t��c:��.�.��!�E ��f��'D_� ��.� • q-�-�� :.s�� ::�� 1 �1�}t�i�Li ks �.ii'°�Y�itdtt ! L_————J NORTH SCALE 3/32':1'-0" MARRIOTT RESIDENCE INN , - CUPERTINO, CA — � — �� johnson Braund DESIGN GR(1UP,INC. Phone 206.766.8300 VV{ir1�V�YOOII] Taisei Construction Corporation DR-5 a� I I I I I e� �="��T��,�-�� lC r � -�.� ... �,�--- ..�,.��`.- _ � . 1..:�.� � .. � �x�-a__Q� -�� ''/v�—�oo�-o�i �,��c�e��. ��— �C,��'� P` O��n tf� ('.� �$r�y * t . �F''� �•t � � i s.fG�if�M`sC�G..��a�oi�d6.�.��F��f r �:6�C �� -�-�� 'r`��'o`:'�."�d� tja;a ;,*��;'f��Lfi'� , %use�;tcts*.i� P �� MARRI�TT RESIDENCE INN CUPERTINO, CA — � � � �� :ur�`rw johnson]iraund DESIGN CROUP,ING Phone 206.7fi6.8300 w�*�a'i�#;.00m „ SCALE 3/32':1'-0' Taisei Construction Corporation DR-6 � 1 ' �■ i _ 1 � ;�� !��_I /t`�V UQ'4��xl,'�� -a�o-� -�� t. �t�oo�-o� ��'`"`��bt��-�O� i Plc��t�:�E��c,?e�a�r��si:�fe �0 —D'�' �1��e �E7��c�� 1-�-�8 �a=� �t�i��rt�i'C �usc�`,t,►ec� �� o�� =-'i�� o�'%.�--c:1 lt�--i 7-i� _ _ �'� � , ; . � "�,� � �_ ��_�_ �-�---��:� :. � . � MARRIOTT RESIDENCE INN CUPERTINO, CA �'1� �� ficG�� m �� i_ - _ � ` �L-- . � . EAST ELEVATION SCALE 3l32':1'-0' m WEST ELEVATION SCALE 3/32":1'-0" .. � � �_ �,_ .. nam nna , - u �;��-,�;,�;�-�,_ i `"'F`�.,��-�,=�� . ��.�-,�,,,.,-�.; �; � � .: , . �-.��°�--�._ .,... �� -,,,a�.�"°w"'�.�",�-.-.�.{��".�,....�._`��.,.:-.Y� a u �`-��-�..��»*�'��; � � ^F i��,,�, ��'�-_�� i m � T m =��=�y�-� Taisei Construction Corporation Johnson Braund DESIGN GROUP,INC. Phone 206.766.8300 D R 7 ,�;��.�m ��,T°��(G%�—�-' i l��1�1.�.�t:� . �.� � � . . �_� � �� ~ , .. ,,1`v-� _ /�` ., .�� `v� i/_��]I !. � ,� 1•• ��4-�07-�'J� ��A�, u_-�ao�-�� "'i��°-��'o�-o� ��rE�t1c��'�E3�'t��id�°��;G� �P�Q° � 4��a ��,;�_�'��=r��' �'�—� - — �t�:� ,j� ��Sii�C��EA�.r ` .�,. ��5:F P o E:5'�'. NORTH ELEVATION SCALE 3/32':1'-0" MARRIOTT RESIDENCE INN CUPERTINO, CA _ � �—�-�_. �._ �;4'r�,,...nl�: johnson Braund DESIGN GIIOUP,INC. Phone 206.766.8300 www.jbclg.COm SOUTH ELEVATION SCALE 3l32":1'-0" Taisei Construction Corporation DR-8 � g -� ' �G-�n��-07 �-'I�t -�a�-- �g A�'P�t£�V��._ °�-��0 7-��E ��"��o'��c��. �'drrf��x:t��'ra��,��°s��t �e '"� lLals �`'��,}►�`��,�sl �'°�"�� s��Q -- �'��l�t��;�F e��`��t,G�-�:1 _ .1�.�-1.�7,.�1� _, l'c' 4"�.,.��; °�- �� {' � � SHERN7N WIWAMS SW3118—B 'rRUITW00D' MARRl �TT R�SIDENCE INN =�-�� johnson Braund DESIGN GROLiP,INC. C U P E RT!N O, CA Phone 206.76G.8300 ��;�.�m MUIUAL MNICRI/1L� VIIVIqbC MISSION iEXNRE COLORS AND MATERIAL PALETTE Taisei Construction Corporation DR-9 s� �T i 9 -c a � � � DRIVEWA �1�T'�Liv�-t%� 1C '-.�.� :,j.�,_ _., � . `��--�� --�---� _. ,�r . �� DEMOLITION SITE PLAN .�H,�. S�,�E:,•_�, ��MT[■�� SHEET NOTES �i ca�P��r r�ove(E)ni��a euunwc.(P►+��oo+ounori) � REMOVE(E)BUILDINC UP TO DEMISING WALL OF FliNESS CENTER (P►+�se 2�ounoN) Q (�7RANSFORMER TO 8E RELOCAiED,CONTRACTOR TO COORDINATE MAlH PG.E ` l '/ i, y'� � � oarc.a.oac�eu�aNc �+a�s sF BUILDING � 400 � ��.,.�r ,.n � r.x�� ---- �.�_...- ^�-� ��.'`D� A�f 0\l l'r�!♦� ['"J1l/L✓�r v /��04�7-0�, Pl�r�t�tltt��`rJas��.t�ss��:�:: /0 " �� t c��F:��:�t q-�-o� m�4 � ��a��r� �IiiC�t{Ni1t:(� 0 0 �� .�� 207J!N BUILDING 600 ONE STORT cor�c.e�.oac�c BUI DING 300 STEVENS CREEK BOULEVARD A) RffER TO AND COORDINATE YMTH CONSULTMIiS DRANANCS AND SPEpFlCATI0N5 FOR SPEqFlC DQIOlJ710N REOIHREMENTS FOR CONSULTANT'S WORK. B) PERFORM iHE DEMOLITION OF 1HE DOSTNG STRUCiURE WITH(�tEAT CARE AND WI7H S7+IALL TOOLS IN ORDER NOT TO JEOPARDIZE SiFtUCIURE AND EOUIPMENT 1HAT IS TO RDAAIN. C) IF SiRUC7URAl MQIBERS NOT SHOWN TO BE RQIOVE�INTERFERE MATH iHE NEW WORK,IMMmIATELY NOTIFY THE ARCHITECT AND 08TAIN WRITTEN AUTNORIZA710N PRIOR TO REAAOVING MEdBERS. D) �OVE DEMOIITON ITEMS NOTED COMPLEIELY TO 1HE BASE MATERIALS. DEMOLI710N INIX.UDES CUTi1NG BAqC OF CEIUNGS,WALLS,FLOORS,AND FlNISHES AS REGIHRED TO THE EXiENT THAT INSTALLAiION Of NEW WORK CAN BE ACCOMPUSHED.COORDINA7E MATH OTHER DRAWINGS FOR 7HE EX7ENT OF NEW YN�RK. �� BUILDING 200 O GENERAL NOTES E) CLEAN SURFACES ROAAIWNC D�OSED AFTER DOAOLITON WORK TO MATCH EMISTING ADJACENT SURFACES OR PREPARE FOR NEW WORK. F� CONTRACTOR SHALL FOLLOW ALL GUIDEIJNES IN ARBORIST REPORT ON PROPER TREE HANDLING AND CONSiRUCiION MAiFNN TREE VIqNITY,AND USE THE REPORT TO DETERMINE WHICH TREES SMALL 8E SAVED AND WHICH SHALL 8E REYOVED. C) DEMOIJiION AC7IVITES ARE REpU�RED TO CONfORM TO AOAAD REGULATIONS SEC710N 48�.NOTIFlCATiqd SHALL BE FlLED MATH i1#AGMD AT LEAST 14 DAYS PRIOR TO DEMOUTION. 0 � EXISTING PARKING PHASE-1 THEATRE DEMOLITION STALLS TO BE DEMOLISHED PHASE-2 TOFU HOUSE DEMOLITION STALLS TO BE DEMOLISHED 0 \ 0 0 0 � or�sroRr ca+c e�oac eu�a+c �aose sF BUILDING 100 = 499 SPACES = 15,263 S.F. = 213 SPACES = 2,650 S.F. = 107 SPACES LEGEND DEIAOUSi1(E)STRUCTURE INCLUDING CONCRETE SLAB,s�co+�� ,;�3`;��.M,�d?. :.:s;<� NOTE C .;;z�x,::.... . � REMOVE EI��STINC ASPHALT,SIDEWALK.CURB.PARKING LOT 11GHT5.AND LANDSCAPING NATHIN THE SHADm AREA AND AS REOUIRED TO ACCOMMODATE NEW CONSiRUCTION AND SIlE WORK,SEE FLOOR PLAN FOR EX7ENT Of NEW CANSTRUCl10N. Benicia Office: f 580 Fir�t Street,Ste.&201 � Benicla,CA 94510 � Tel;(T07)745-0502 � Velleio Oifice: � 818 Marfn Street VelleJo, CA 94590 � Tel:(707)558-1111 � arc�arc(ncerchitect�.com � s . � � Z > ' ; O m Q s _ ; ~ w � � � w � O � W c� V J ; J W Z V i Q � W O i C� LL. WZ ; Z ? � � i � O � w ' � 2 N ? i m N N U � DATE: $-7-�% REV.NO. REV.DATE � 03-19—OS DEMOLITION MASTER SITE PLAN SD - 1 �oa No.: SHP03 I _ � x � T -G � � 7�2-'�a��"�� E;�C�� a��3 7t7�t��e�j-�� . �� -OG� �� SHEET NOTES ❑i caav�.r Ro+ove(�n��euaniNC.(P►+�sE�ooaounom) � (�TRANSFORMER TO 8E R0.0CATED,CONTRACTOR TO COORDINATE MAlN PG.E A) RE�ER TO AND COORDINATE WITH CONSULTANTS DRAWINGS ANO SPEqFlCATONS FOR SPEqFlC DDAOliTION REGIAREMENiS FOR CONSIXTANiS WORK. 8) PERFORM THE DEMOUTION OF THE OU571NG STRUCTURE WI7H GREAT CAI�AND WITH SIAALL TOOLS IN ORDER NOT TO.EOPARDig 57RUC1URE AND EWIPMENT 7HAT IS TO REIAAIN. C) IF STRUC7URAL MQ18ER5 NOT SHOWN TO BE RENOVED IN7ERFERE MATH THE NEW WORK,N�IMEDIAiELY NOIIFY TME ARdiIiECT AND 08TAIN WRITTEN AUiHOR1U110N PRIOR TO REMOVINC MEMBERS. D) REMOVE DEMOLJTION ITE►IS NOTED COMPLETELY TO 7HE BASE MATERIALS. DEMOUlION INClUDES CUTTING BApC OF CQUNGS,WALLS,h100R5.AND FlNI9iE5 AS REOUIRED TO 7HE EXTENT iHAT INSTALLATON OF NEW WORK CAN BE ACCOMPUSHED.COORDINAIE NA7H OTHER DRAMANCS FOR THE EX7ENT OF NEW M/ORK. . � PHASE-1 THEATRE DEMOLITION = 15,263 S.F. STALLS TO BE DEMOLISHED = 213 SPACES � U��C/v�--C � . �� : 1i-1.:� . . . ( �� - � _ �CT-`.^✓� ,. .!l_ . : , � �� PHASE -1 DEMOLITION PLAN �..N,�. S�a..E:,•_� ��MT[■1�M GENERAL NOTES � CLEAN SURFACES REMAINING D�OSED AF'IER DDAOUTON WORK TO MATCH Eb571NG ADJACENT SURFACES OR PREPARE FOR NEW WORK. � CONIRACTOR SHALL FOLLOW ALL CUIDELlNES IN ARBORtST REPORT ON PROPER TREE HANDLMG AND CONSTRUCTION WI7HIN iREE VIqNITY,AND USE 7HE REPORT TO DETERMINE WhIICH iREES SHALL BE SAVED AND WFIICN SHALL BE REMOVED. C) DEId0U710k ACTINTIES ARE REWIRED TO CANfORAI TO AOAID REGULATIONS SECTON�87.NOTIF1CA710N SHALL 8E FlI�D MA7H THE AQMD AT LEAST 14 DAYS PRIOR TO DEMOU710N. LEGEND £s�<ya<��r�;:;"�':^:�: DEMOUSH(E)S7RUCTURE INCLUDING CONCREiE SLAB.SEE GENERAL ;s`;�>.,:��,;y:;,,e.�;w:- NOlE G ,...:.%-;�%;:X'�:s._:e=��5.:'i.%f:�• REMOVE DOSTING ASPHALT,SIDEWALK,CURB,PARIQNG LOT LIGH75,ANO LANDSCAPING MATHIN 7HE SHADm AREA AND AS REOUIRED TO ACCOMMODAiE '`/.::::' NEW CONSiRUCiION ANO SI7E WORIC.SEE FLOOR PLAN FOR D(TENT OF NEW c�srnucnoN. Benlcia Office: @ 580 Firet Strset,Ste. &201 � 8enicia, CA 94510 i Tel: (T07)745-0502 � Vellsio Oifice: : 818 Marin Street � VelleJo, CA 94590 � Tel:(707)558-1111 erc�arcincarchitect�.com � S 0 � s Z > � O m Q = �= w Z ; � w � ; w cn � � ` U � ; J W Z V i Q � W O i (� � W Z � Z ? � � I � O � w ' _ = N �- i � i m N N U � DATE: $-%-�7 REV.NO. REV.DATE 1 03-19-08 PHASE 1 DEMOLITION PLAN SD - 2 roB No.: SHP03 . � C ■t � 1 . � 21271 STEVENS �REEK BLVD . � � � Benicia Oifice: � 580 Firtt Street,Ste. &201 ! CU PERTI �JO CA BB��..CA94510 � Tel:(107)745-0502 � ' Vallelo Otfice: � 818 Y�rin Street ! PROJECT REFERENCE NUMBERS GENERAL NOTES PROJECT DIRECTORY DRAWING INDEX VelleJo,CA 94590 ; Tel:(707)556-1111 � erc�arcincerchitecU.com �. �oErN4s oF caastrsucnoN sH,ui ca+FOrar w►ni t►�som eatia+oF�►+e c�uFaan� CS-1 COVER SHEET ' eue.piNC c�pe. CLIENT: PLANNING DEPARTMENT: � ASSESSOR'S PARCEL NUMBER(A.P.N.):326-27-035 �, TME co+�a,w�cTOa s��u e�so�Y r�or�s�e��n�o�p�.,+o�ou�c�r,�w� �o'�"��TM�P,�,�Y aTM CUPERTINO PLANNING SITE DEVELOPMENT: 0 ; SAFETY OF ERECl10N BRAGNG iEYPORARY SUPPORTS,ETC.7F�GENFRAL CONTRACTOR IS 4N EL CAAMNO REAL 10300 TORRE AVENUE > I RESPONSIBLE FOR 7F�STABILITY OF T!E STRUCIURE PRIOR TO THE APPUCA710N OF ALL SHEAR � WALLS,FLOOR SHEA1FpNG,S7RUCiURAL ELDAENTS AND FlNISH MATERIALS. SAN YATEO,CA 04402 CUPERTNO,CA Y5014 SD-i DEMOLITION SIl'E PLAN J . m:(eso)a+4-�sso Fnx:(eso)a+�-oes2 � (+oe)�n-�oa F�x:(�oe)m-assa 1 �, n�e cor�a.carm�c�sE+u�Fla.e v�avr a.L a��+sa+s,�ocnnoN oF r�w�rxHC ARCHITECT: BUILDING DEPARTMENT: ARCHITECTURAL: O m Q ! MEMBERS.LINES OF SUPPORT,LOCA710N5 OF ANCHOR BOL1S.HOLDOM�NS.DOSTING SITE CONOIl10N5 � j �,o�,�,r��ro��r�,. ��.��,�� ►��.�� 1� Y Z ; ,u�c a+c.,v�aa�cTS an oF a�anNO e�n�c A-1 DEMOLITION�FLOOR PLAN r �/ � �. iHE GENERAL CONIRACTOR IS RESPON9BI.E FOR ALL CONSiRUCiION.OEMdJ710N NEANS AND 560 FlRST 57REET,SUTE 8-201 10300 TORRE AVE�WE A-2 ROOF PLAN W LL VE W METH005 ON THE PRO,ECL iHE ARdi1TECT SHALL NOT BE RESPONSIBLE FOR HOW TFIE WORK IS BQ�NqA,CA 94510 CUPER71N0,CA�5014 i Pea�m.s�1r,aR�cuca+r ncn aR o►i�ars er n�owr�.c��carrn�croR.oa ta:(�o��4s-oso2 F�x: (�o��s-osoz �:(+oe)m-a3oa F�x: (4oe)m-� A-3 ELEVATIONS 8�WALL SECTIONS W Q ; rn�sue-carrn�cTOas aN t►�E�o,�cr. S. 1HE CENERAL(�NNiRACTOR SHALL ENSURE lHAT ALL MAlEWALS,AS REGUIRED BY CODE,ARE CONTRACTOR: PUBLIC WORKS DEPARTMENT: A� DETAILS W � U � i 7ES7ED BY INDEPENDENT LABORATORIES ANO 7HAT RESULTS ARE FURNISHm TO LOCAI BUILDING MR•MONT WIWAWSON AU7HORI11E5.OMMER AND PRO�CT CONSULTANTS. TAIS�CON57RUCTION CORPORATION CUPER11N0 PU81JC WORKS ` � '^ � j �eo e�wc oRive 10300 TORREY AVENUE STRUCTURAL: J W 6. AODITIONAL ON-SI7E FlRE PROTECiION DURING CONSTRUCTION TO 8E PROVIDED AS REOUIRED BY SAN JOSE.CA�5131 CUPERTNO,CA 93104 V� � �, �uu�s+u�. �:(+oe)4�-oaoc Froc:(eso)s�-oasz �.: �ae m a�s+ S0.1 GENERAL NOTES � Z Z '� �. ca+rnncroR sHNt ee r�a+ge�Fat�ocnnwc,MAINTANpNG,r�oc�nNC N+o/oR rm�ov� CNIL ENGINEER FIRE DEPARTMENT: S1.0 FOUNOATION PLAN L w OF DOSiING UTILITIES. 1Mt.DAVIS 7HRESH MR.DIRK MATTFN SZ.O ROOF FRAMING PUW r O � 8. DOCUAIENTS MARKED'BID DOCUTAEN75'SHALL NOT BE USED FOR CON57RUC710N. ��5 SANTA CLARA COUNTI FlRE DEPT. SS.O FOUNDATION DETAILS � � � FIRE DEPARTMENT NOTES '°�°'��'"°�°�"°�"��°�° 14700��w. S6.0 STRUCTURALDETAILS w z 9. ANY CHANCES TO THESE DOCUMENiS OR 71iE DESICN I1FlER THE ISSIJANCE OF A BIIILDING PERUIT ��CA 95110 LOS GATOS CA 05030 SB.i STRUCTURAL DETAILS Z � � SHALL BE SUBMITTED TO TFE PRES�ING BUILDING ACENCY FOR APPROVAL BY iHE GEPIERAL �(�)�7-�700 FAX: (408)487-9194 iEL:(400)37d-4010 FAX:(40B)378-9342 � ��cT�. STRUCTURAL ENGINEER: POWER AND GAS COMPANY Q � � � fl. VERIFY 1MTH FlRE DEPARIMEN?If NEW iIRE HYDRANTS AND ACCESS ROADS ARE REQUIRED BY THE FlRE Mt.SAN KOFRPER MR.S7EVE SAAITH O r W PR01ECilON qSTRICT PRIOR TO TiE START OF CONBUSi18LE CONSTRUC710N.(WC 90�CfC 903.2) SiRUC7URAl ENqNEERS.INC. PAqFlC GAS AND ELECTftIC � T � F2. QCT DOORS SHALL BE OPENABLE WIlHOUT 7HE USE OF A KEY OR ANY SPEqAL KNOWLmCE OR 44�0 EL CAMMO RFJLL.S1E 100 10000 BLANEY AVENUE EFFORT.(12104(b)UFC) 7EL; 6�936-2200 FAX:(850)C36-553d �PERTNO.CA 95014 - i (V � F3. CONTACT THE FiRE PROlEC710N DISTRICT,MINIUUM 24 HOUR NO110E,FOR FlNAL INSPECTION Of iHE SCOPE OF WORK � 3e WATER DEPARTMENT: _ � � � ��P��, MECHANICAL ENGINEER: � N N U MR.T000 KUdiTA SANTA p.ARA VALLEY WAiER qST. F4. APPROVFD KEY BOXES SHALL BE PRONDED TO ENSURE ACCE55 TO EACH 7ENANT SPACE. 1. 9TE DEMOU710N. ARC MC.ARCHI7ECT5 S7S0 AUAADEN E�RESSWAY 2 RENOVAL OF(E�1HEATER 8U0.DING. 360 FIRST SiREET�SUITE 8-201 SIW JOSE.CA o3110 FS. iHE AUTOMA7IC FlRE SPWNKLERS SHALL PROTECT THE FN71RE BUILDING INCLUDMrC ABOVE 7FIE BENIqA,CA 94310 7F1:(40a)265-'2600 FA%: (40E)266-0271 CEIUPKS.AND ANY COVERF�D(7ERIOR AREAS.SEPARA7E SUBANTTALS AND CALCULATIONS ARE 3. REMOVAL OF t2400 SF.OF RETAIL BUILDING �(�o�»s-oso2 v�x:(�o��+s-os�z SEWER DEPARTMENT REOUi�D FOR T!E FlRE SPRIhNCLER SY57EL1.FlRE SPRMKLQtS SHALL BE DESIfirED AS PQt NFPA /13.CURRENT EDITION. 4. REFMIISH(E)WALL �Nc�EC iCAPEARCHiTECT: �nNS�sT��ve./to4 F8. CONTRACTOR SHALL PRONDE A SEPARA7E PLAN FOR 1HE FlRE ALARM SYSTEAI.Tf FlRE ALARM SY51EM SHALL MEET 1HE REOUIREMENIS OF SEC710N 1007.221.AR7ICLE 10.2001 CALJFORNIA FlRE S. RELOCATE U7ILITIES. fXtEG MG k ASSOqA7ES CUPERTNO.CA 95014 CODE 7HE AUTGMA7IC FlRE SPRMNCLER S15TEY WA7ER FL01N.TAMPER AND SUPQtN90N SHALL BE 1SB5 THE ALAMEDA TEL:(400)253-7071 CONNECiED TO iH15 SYSIEM,AND MOPMTORm 8Y A UL US7ED FNiE ALARM COMPANY.SIAOKE 3. BUp.D iEMPORARY WATERTCHT U71UTY EOUIPMENT S7RUCTURE UNT1L IT CAN BE RELOCATED. SAN JOSE.CA 95128 DE7ECTORS AND S7ROBE5 TO BE INSTALLED 1HROUCHOUT 7HE BUILDING,SHALL BE TIED INTO A �:(+oe)04�-�°�° F�x (�e)�4�-�00� TELEPHONE COMPANY SUPERVISED PANEI.AS 1MELL AS BUMING LIFE SAfETY SYS7EIA.GENERAL CON7RACTOR IS ATkT R�ONSIBLE FOR THE FlNAL LAYOUT/DESICN OF 7NE IIFE SAf'EiY SYSTEM,INCLUDING SUPERNSING 5600 STEVENS CRED(BLVD. THE PANEL FOR BUILDING A SEPARATE FlRE PLAN CHEqC IS REOUNtm ANO IS TO BE SL81�6TTED BY iHE CODl1RACTOR TO 7HE F1NE OEPARTMENT PRIOR TO INSTALLATION.UNDERWRIiERS CUPERTNO.CA�5014 LABORATORY CERTIFICA710N OF THE SY57EM YYILL BE REOUIRED AT 7HE 7HIE OF FlNAL INSPECl10N. lEL: (40e)517-0783 F7• 7EMPORARY CONSTRUCTON OFfICE(MOOULAR BUq.DING/TRMLER)SHALL HAVE THE FOLLOWING REpUIREMOd1S 1)PROVDE ONE 2A 10B:C FlRE OlT1NGUISHER IN A READIIY ACCES98LE LOCATION ADJACENT 7G 7HE PRIMARY DOT TO THE UNIT; 2)PROV�E A MMIYUII OF ONE BAT7ERY-OPERAIED SdqCE DE7ECTOR.F 1HE UNIT i5 qVIDm INTO MULTIPLE AREAS SUCH AS �,vT � r oFtu�(s)�wo sroR�c�u�►(s),�swacE o�croR sf+�ee u+srut�o��►ai�►. �1`+ �• ��'��r Fe. NO WELDING/WTTMIG OPERATONS SHALL BE CONDUCTED UNLE55 A PERAAIT NAS BEEN OBTAINm . AND/OR APPROVAL HAS BEaI GRANTED BY 1HE FMtE DEPARIIAENT. r r j F9. PROVIDE MMIMUM RATED 2A-108:C FlRE EXTINGIASNERS SUCH 7HAT AN EXTINGUISHER IS LOCATED 1 v.. �� .r"�- , WIiHIN 7S-F00T 7RIIVEL qSTANCE FROM ANY POINT IN 1HE BIAL.DING.MWNT SUCH 7HAT TOP OF � � EXTINGUISHER IS NO AIORE THAN 5'-0'ABOVE THE FLOOR.7HE NUMBER.7YPE.AND LOCA110N ARE ' � T O B E D E 7 E fi d M m B Y 1 H E L O C A L f 1 R E D E P A R T I�N T. '�-� _. . . ,` � ' . VICINITY MAP CODE DATA DRAWING LEGEND APPROVAL STAMPS DATE: $-�-o� ;; " '` � '�i�st�'.�`�'<;' , <>ixZ BUILDING COOES 2001 CAUFORNIA BUILDING CODE(CBC) �� DETAIL REFEFtENCE OA SiRUC7URAL GRID 1•�� tr��`i� ,•�� .. REV.NO. REV.DATE � : ;:: � 2001 CALIFORNIA MECHANICAL CODE(CNC) A-1 ��'F �; �t#�1k's `"" 2001 CALIFORWA PLUMBING CODE(CPC) ��%/`'�/J �(�'� .r /� , 's 2004 CAIIFORNIA 0.ECTRICAL CODE(CEC) f ' Q�W� �`� � �� ' ��t3 i:�ITE 2001 CNJFORNIA FlRE CODE iCFC) p s"�"o� ��. ��7 ' • ¢�� s# � �; 2003 STAIE OF CALIFORNIA BUILDINC ENERGY EFFlqENCY STANDARDS � �� T ��"`�s r'<•� < c 8_ � s t��x�� ,�,� CONSTRUCTION TYPE: - V-N(SPPoNKLERED) A_0 WALL SECTION ,,,e„�,,,��,. `F €�� s � � �tl� �q� 3f� OCCUPANCY: - �_3 1Oi ROOY NUMBER �tibE`n 4�t' ^ � �� ' yt �' �'� i .�£� ' �.: BULpLING AREA: - D057pJG:10.680 SF. Ot DOOR NUMBER.SEE DOOR SCHEDUIE /�!�� / (j�j s i�atlaiNYrrta� �` s �L s : "y ,�x� � �� 3 �` ��sino.: DDAO: 2.320 S.F. -� BUILDINC SECTON f � I'r • s � BUiLDIN4: 8.380 S.F. A-7 e � M1 F : i' , 3'r I x r �_:, z '". OA WINOOW TYPE.SEE YNNDOW SCHmULE �lialfifiat��..i��L�tr��`�.t�4'�� ✓� COVER � ��s { '� ' r��x � � 20NING: - CG GENERAL COMMERqAL ��t:t ' Mie� .� ' 7i9M�INkli+1 a� �i : F � SHEET �� ',v` ;� r t� _ EXTERIOR ELEVATION KEY P-1 FlNISH/COLOR.SEE COLOR SCHWULE •� •� �� r�� I�aMns7xs� a 1.}�E �, �<. 1IA-4 �;`�+�%��,5��;.`f.�1 �..�...�,.o �:� , k � � g ��.°.�i �"�'�: � a i, � 1Q REVISION NUMBER ;�"'6 � ��., 'r UM�r� z1� � �. 1 wiws� � s��a� K �k 4�- � }_ = CS 1 "'�`�[arMao4P*� _�� P `Des's�r�pr �,x��qy#.:: � 4 A-5 2 WTERIOR ElEVA710N KEY � § i7's�.: �, O ��,r >�.::�. :� ..�:�':"3.it.', . . ..' n� :�:>'� ,..,>"�:,�� .. ••. J C�i e+' :..2. '�M1[�fo• 4 t�i!GE�kk b C�gc�t : �cr �oB No�� SHP03 � `J l:�- z M3 � V `:J 1 2 3 3.1 4 5 8 7 B 10 11 13 15 17 i i i i i i i i i i i i � i sr—o• ocro�T oF ooaounan ov KooF�u+o w�u.s SHEET NOTES 1❑ D0571NG STOREFRONT SYSTEM TO REMNN. 15 NEW LOCATON OF FlRE RISER. ❑2 RELOCATE DOSTINC FlRE RISER. 16 RELOCA7E D�STING MAIN SYMTC�IBOARD. ❑3 aasnNC r�a 000R To aoruw. ❑4 CSIA DOWNSPWT AND RAIN WA7ER LEADQt �5 DOSTINC EXTERIOR OVERHANG TO REMAIN. � RELOCA7E D0571NG GAS ME7ERS ❑7 Da571NC EXTFRIOR COLUAAN TO REMAIN. 8❑ oasnnc corux��tooR sue. aDOSTINC DEMI9NC WALL FRAAIING AND MSUUTION TO REMAIN. �p 7EMPORARY WATERPROOF ENCLOSURE FOR Ul1UTE5(SEE DETAIL 3/A-3) 71 DOS7ING TUBE S7EFl COLUNN TO RQAAIN. 12 I�1M CAS METER LOCA710N. 13 IJEW MAIN SIMTCHBOARD LOCATION. 14 NEW ROOF ACCESS LADDER AND ROOF ACCE55 DOOR TO MANSARO ROOf. COORqNATE LOCA110N NA1H 7ENANT. SEE OETAIL E k 7/A-4. C X�1��-,��-��_I srn. � rn. , • _ FLOOR PLAN . 1� ._� 7_�� _.. SCALE:1!8"=1'-0" �� C-' l.� �_.... J_� _ GENERAL NOTES LEGEND A) IN7ERIOR DIMEN50N5 ARE TO FACE OF STUD.EX7ERIOR BUILDING dMEN510N5 ARE TO FACE OF SHEAiHMC(SAME AS FACE OF COIJCREiE)OR CEMIER Of ======= EXI5iING CONSTRUCTION TO 8E REMOVED COLUGMJ.U.O.N. B) RffER TO AND COOROINAIE NAiH CONSULTAN7S DRA'MNtS AND SPEpFlCAT10NS FOR �asnNC w�u ro rta��. SPEdFlC DEAIOUTION REOUIREMEN75 FOR CONSULTANTS WC)RK. D�Si1NG Dd11SING WALL TO REAIAIN. C) PERFORM iF�DEMdJTON OF iHE DOSTING S7RUCTURE W17H GREAT CARE AND MA7H SYALL TOOLS IN ORDER NOT TO�OPARDIZE SIRUCTURE AND EGUIPMENT � NEW EX7O210R WAIt,2X8 WOOD 57U05 O 16'O.C.WITH R-t� 7HAT IS TO REMAIN. , INSUU710N AND SIDING OVER SHEATHING AT EXIERIOR.ALICN W17H D) IF 57RUCNRAL YEMBQtS NOT SHOWN TO�REMOVED INTERFERE MAiH THE �mNC CONCRETE COLUMNS.SEE WALL SECiION AND STRUCTURAI NEW WORK IIAMEdATELY N071FY THE ARCHI7ECT AND OBTAIN WRIT'IEN DRAMANGS. �un+awz�non P�oR To�ov�NC�a�e�as. � REAAOVE DEIAqJT10N ITEAtS NOTID COAAPLE7ELY TO 1FIE BASE MAiERIAlS. DEMOU710N MICLUDES CUTIINC BAdC OF CdlJNGS,WAL.LS,FLOORS.AND FlNISHES AS REOUIRED TO 7HE EXTENT iHAT INSTALLATON OF NEW WORK CAN BE ACCOAIPLJSHED.COORDINATE MAiH O1HER ORAWINGS F'OR 1HE DC7ENT OF NEW wo�c. � ATpi DOSIING ADJACEPIT SURFACES OR�PREPIIRE FOR NE�MI M'ORK. �-�t a.��-Dg ��. ��-aa�'1� ��=�aa-�-�� C !�lLtki�lF��fiict[}ieJSGi`EF�rl�.!�V �O�it ��'t�r�E�t'�Fy�c�� ` ��Q� r �::7 �i jf(e5�:6L�+ \ �iF"SC�i�iE s l±,�P Benlcia Offfce: � 560 firet Sireet,Ste. 8-201 � Benicl�,CA 94510 � Tsl:(707)745-0502 � Vellelo Office: � 818 Marin Street Vetle)o,CA 64590 � Tel: (707)558-1111 � erc�arcincorchitecti.com ! � � Z � O m Q � — Y z � ~ W � s � W ; W tn � O � U � J W Z V i Q � W O 1 Z � W Z ! � � � � � J O � W ; � Z ~ � � N i m N N U , TE: H-T-O% I/.NO. REV.DATE MOLITION& �OR PLAN A - 1 No.: SHP03 ( � r 1 2 3 3.1 4 i i i i i I I I I ( � � � i i �- I \J - - i - -� - -- I I i t �— —�— —I — -- � I I I I � � �— —�— —I — -- � � I � � � �� I ( � � �— — — — — -- � I � � I � � I I � � �- - - - - -- � ( � v - -�- -I - -- � � NEw P�,a�r w�n�csw c�r,s�wat secnoNS. ❑2 NEW ROOFlNG TO IAATCH EbST1NG ROOF SLOPE AND FlNISH. �3 NEW A�HALT COMPOSIiION ROOf AT lEMPORARY ENCLOSURE. �4 (�ROOF TO REMAIN. ❑5 NEW GSM CUT7ER. �6 NEW GSM DOWNSPWT. 5 6 7 8 10 11 13 15 17 t i i i i i i i i ( I I I I � i � i � i i i i SHEET NOTES ROOF PLAN scuE:va•_,�.o. GENERAL NQTES �X f��J�'�%f � �C�-( ?�f : . . ( � , \ �. �� —��8—�.� ��—a��'�—c�i � � �r��@�.��1fle�t�.- V[ ��^' �V ! ` fte�t�3 - �7 a� �d'1$�Fii�E�� f?:�&!>��S5��k��_ ��'`��P� E9sSe ��Y�� g-�-�� !��,?Eaf� � �Lt�a P .,��:� Benicl•Office: S80 Fir�t Street,Ste.8-201 Benlcie,CA 94510 Tsl: (T07)T45-0502 Vallelo Oitice: 818 Marin Street Velie)o, CA 94590 Tel:(107)558•1111 arcQorcincarchitect�.com � Z > O m g � w � � w O W c� U � J w Z V Q Z w � � � O Z � � Z ' � � � � J = � a. � � � = i m N N U , DATE: $-]-07 REV.NO. REV.DATE ROOF PLAN A - 2 �os No.: SHP03 .......TOP._OF....�M,...0 8'-0" T.O.C. MATCH (E) HT. P Q I I MATC (E) P I +. � � � _.._ .. � FlRE RISER WEST ELEVATION 2 S�,�E:,�•=,�-o� sxe S SIGNA(� BY OTHERS T I ELECTRICAL SNATCH GEAPo PAINT TO MATCH DJACENT SIDING) I U V (N) HORZONTAL� � SIDING w/15� LDG. PAPER— TO MATCH (E) � MISSION TILE ROOFlNG -- TO M�TCH (E) SME AND OLOR ......_................._ ' GUTTER dc FASCIA TO "• MATCH (E) DETAIL ...................................:::::�� i;�€i ANO HEIGHT TEMP. ENCLOSURE E UTILITIES * 3 sc,�:,rr=,�.o. SHEET NOTES 1� EXTERIOR YAiERIAL SHALL YATqi DOSTNG HOR120NTAL MpOD 16 R-19 BATT INSUlATION. SIDING OVER 15/BUILDING PAPER. ❑2 (�ROOFMG ANO FRAMINC TO REAAAIN. 77 2X F1RE BLOqCINC(AIIN.10'o.c.) 38 GSM FLASHMIG CAP AT PARAPET WALL 4 (N)�8 STUDS O 16'O.C.,S.S.D. 5 (�WALL TO REMAIN. 6 PLYWOOD SHEA71iINC w/SHEAR NAIUNG PER STRUCTURAL ENf�. 7a M��ROOFlNG-TYPE AND COLOR TO MATCH(E) 8❑ DETAIL AT COLUNN TO MATCH(�. 9❑ FORMED CONCRE7E COLUMN TO MATCH(E). 10 (�SLAB iD REMAIN. 11 CSM Fl.ASNMG 12 BUILT UP ROOFING AT PARAPET. 13 (N)FOOIING PQt 57RUCTURAL. 14 (N)ROOF fR/WING PER STRUC7URAL PNNT TO MATCH OpSTING. 15 (N)CONC.9DEWALK(MATqi(E))/SLOPE 27L FROM WALL � i C �,��z�e�,� L TO ACHIEVE 3 MI 12 ROOF PITCM ic,n�. �r w�us. GENERAL NOTES *ro�Pawu�r w�tv+PROOF p+aosur�Foa(E)ununES(c�s�aecrnic) -ro ee usEO uN1a.n+Er c�n eE R�oc��o. 3.1 4 t I i WALL SECTION � 5��:,n•_��-o• �,%��i��1�'� e� � �;� i/` : . �_ �'� . _� � .. � � . � L___J s�smuc�uR�secra+s `T7�1-�,00%-a� �►��t��v`�'�. ��t o�G��7-D� f��''a'��%'�Co !LfSt�E6itiF�,�, ��iE�:iaCJ.�:��ao�� D•_ €��+e F.�Ef��6.!66Y'v�fG� �� -�--- �i'�ik �i�sE�Ll��i ` CIiSt i�.�ltt^.'-'S�l� Benicie Otfice: ; 580 Firet Street,Sta 8�201 ! Beniele, CA 64510 + Tel:(T07)745-0502 i Velielo Oftics: � 818 Morin Street ! Vellejo, CA 64590 � Tel:(707)558-1111 arc�ercincarcAltecti.com 1 0 I i Z � I � I 0 m Q ' i t— W � '; � W 0 ' � lL ; � t� � Q � ; Q Z W v � �= O ' C� � WZ � F- ' Z ? � � : � � � W ,, � � � � � = i m N N U , DATE: $-%-�7 REV.NO. REV.DATE ELEVATIONS 8� WALL SECTIONS ' A - 3 �oa No.: SHP03 wore:w�ar�cs sN�u e¢ �a Posis.Fut►�a+r � �ss Tr+�w�e'-o'�a�er 1'-E'(14'MIN.) 3/4'DIA.X 4'LAC BOL75.USE MISSION TIL�ROOFIMG ANCHOR BOLTS AT CAfU WALLS TO MATCH(�STYLE AND 11' COLOR OVER 30/FELT �Z YATCH OVER PLYWOOD SHEATHINC �� PER S7RUCTURAL ENCR. GSM PARAPET CAP L 3'�'rS/�'BENT PlA7E �� IMELDm 10 STEEL RAA.S �OUIRED :� n 2X10 FASdA iRp�l GSM GUTTER W/ NEW ZX ROOF FRAMINC � TO MATCH Eb571NC pOWNSPOUT PER STRUC7URAL ENGR. PLAN ' � • ..- ,-�.. 2X NAIIER OR BIOqC TO '" :: � p 3/4'DIA.S1EEL RUNOS. CREATE PARAPET 7HIqCNFSS � Y PLUG MELD 70 RAllS . ...... ._ 2X FRAMING EACH SIDE � J YMiH BLOCKMC AT EACH ...... I ..... COLUMN TO MATCH(� �, MATdi(� CONOITION � � O O S7EF1 BRAQ�ETS AT NORIZONTAL SIDING TO MATCH 7 6'-0'O.G MA7L paSlN�IG OVQt 15i BU0.DING k PAPER OVER PLYNOOD . � SHEATFNNG PER STRUCTURAL """ "'��° B E fl I C I� 0 i f I c e: ...... I ...... ap� , 580 Firet Strset,Ste. &201 � Bsnici�,CA 94510 ELEVATION s��rr sim R�ns �r«000 sf+�t►+N+c.sso '' 4 Fa�m ca+ca� � # � CauMN To NATCH(� TBI: (707)745-0502 � L J'rJ'zl/4'�d'S7EEL y�FRNdING TO MATCH � �Dn� V 81 I 6�0 0 f i I C�: � �� Dasnric 818 Marfn Street � VellaJo, CA 94590 � Tel: (T07)558•11 i 1 � rrc�arclncarchitect�.com • , s/4•ati sP��wa�ae eaT � � BASE � � , ROOF ACCESS LADDER PARAPET DETAIL � EAVE DETAIL Z > ! J ' 1 0 � SCALE: 1 112'=1'-0' JzF-uDDER � SCALE:1 1/Z'=1'-0' _ExT-P�R,4PET 1'=1'-0" �c7-EAVE O m Q � ~ w � � � W 0 ' '^ � � ; NEW 2X FRAMINC PER STRUC7URAL W V, U ! 4'CANT SiRIP (��B�T P��WO�OD�SIDING OVER TQ REMAIN G � W v' � I 15� GSA1 ROOF TO WALI.Fl.ASFNNG AS REQUIRm.LAP UNDER � Z � � I SIDING. W i GS11 FLASHINC AS REOUIRED � \ O � C� (,i � ; T�MATCH��R SM E AND 6 x 12 BLOCKING z n/ l� � � � COLOR 0 30/fEL7 ; PRS RUC�RALF��. G ,•,.•: � L.L r , �....., . . .................._......... � � ............................ . � cn � , � ; O ' ....................._................................................... J T / � .... ti w� � ?s FRAAqNC TO MATqi ( � y 1.i.. F�CTMi JRw�DQIqNE�i� � � � � i �w e�,ex�,e s�oewu,c P� m N N U s.e e�oacn�c srnuc7� a►a►�- MATCH(E�SI.OPE 2X ' �uc�i►�w�+u�wj� �ow w71LL SMPSON NANf�Fit NEW CONCRETE F0071NG PER STRUCNRAL ENdNEOt- 4x6at48'O.C.,SSO. CONNECTION AT ROOF DETAIL FOOTING DETAI 11 �/ � SCALE:1 1/2'=1'-0' �CT-Rf-TO-WALL ` SCALE:1'=1'-0" � 3 �XT-FOO�ING � ��` �� 7�; i ` BUIIT-UP ROOFlNG FLASHING SYSiE1J / �V �+ 1 iWHERE OCCURS AT EXiEitIOR DOORS) �. . . , . � . � HEApER � � DBL 4x6 � ��- GALV.SHEEi METAL SILL FlJISHING ' � e�8 -� ' � (MMERE OCCURS AT EXiERIOR DOORS) ��,�,�� DATE: $-T-O7 I I �µT AND BACKER ROD HF.AD L---J SHIY AS REWIRED u ��C�%�"�� ,,.Z��t��, REV.NO. REV.DATE HOLLOW METAL DOOR.SEE DOOR SCHEOULE `Y Ft�e Eino�4�tt ^� ��-02��7-�i ��rsEr�ir�,��'��s��.}QF C�'"/L�`"�� JAMB/SILL PRO�oe�eiu+�a+o�P�,�uuie��' �'t` f —� --D SEALANT AND BAdCER ROD ��1�E'FE'�:��C��_ � �,.;,,r;;.-�- se�a� DETAILS �GALV.SHEET METAL 9LL FUSHINC ._=YN::�� (MMERE OCWRS AT EX7ERIOR DOORS) DOUBLE 2x PUiE � �t�[��'�r,�;� BUILT-UP ROOFlNC FLASHINC SYSTFM � � (YM�ERE OCCURS AT EX7ERIOR DOORS) ��°�E i i`{%r _ �2 9 6 ACCESS DOOR SCALE: 3"=1'-0' �tF-ACCESS-DR-BUR JOB NO.: SHPOS og�E N 7�3 8g. N A � 0 x �,, N � � � � �O, 2 � $ �� ( �o 1�� AC ASPlIALT QLIVOK7E CN CA9LE 7ElEN9dV m ��B'� „1,D• � .��taECnarc wrr aa�r �`'` °e r�a�Aer p� l5l.� 1RAFTIC S1G'NAL QCw11tlY BOX �.y fN il�!/YDR.INT r, 15 iRAifIC 90VK � dl GAS/E7ER g.5g'g pv i�r u°nrc�m.v,u� cv c�s�K� S6 �nc �ec e�rM�r aawecnav xv �r[c�n+t av[ar vu►[ �O,�r ro�x Pote PT!T PACi7C TFLEPNd�E!1EIEQAPMI p� p��V��y r�aueuT ri.E n�e�w unv�r usaov� /ER ��RK'•A1KW lLYf SSCO SINTARY SEMQ p.EAN-OUT �m�r surr.wr se��w+a.e � �� NY NY11pf VK1E � GRAPHIC SCALE ��G s w s w �s �r'� � (D(TS�) 1 leeh.aD R �ry �� / /i �►rr. � , // ,,11� � � i 0�� P�'�F',q / l / � / '� �-� �� `i ' � � a / . 4 � � � � , � N �� ' � � �� x � � � O s � D �N7C � oo� AAm w�� v�� A � N A c� i � R=f 00.00' o=ss°4s'�e° L=f 20.03'— FLOOD NOTE: By¢,�nk p�u�,�,,,iY,ar o•oo.cY r h za,.(.) B ef M�FIOeO Mwronq Rot�Moy,CemmunNy Panl Ne. - wMid�bwn on NNetM OoG of on Y not N a SpMd FlooO Mazard Ana By tM�plien� edl dot�E - fn tM Notlend Fleet Inwrana Preqran(B06-eb- eezo)��haw I�am�A thM eemmunky dow w�,.nay parudpat•�n tM pnpran.Ne MW w�n�ylnq�p�rtarmW W O�UrmM W�eaw mA an M�vatfon prtllkob may W nNdW to Nr1fy NN Mtwminoflon x eOWY ler a wAaid hom IM FWrd Em�rp�ney Yeneprn�nt Ap�ney. 0 � R=s4z.oo' o=ss°os'sz° L=596.83' � N ONE STORY q CONC.BLOdC BUILDINC � 15,283 SQ.FT. 94.2•` �� ARCADE No,es conrsnoNO.�o�o sc�n.E. �wu.� nnc ih.a vEw samui['e'ov n�vneu►w�rtr nnF Acvortr er rirtsr wroac�w �ra�Evoora ar�n��wNC Moiec,eu�ox�c 717�[rl$URANQ CpPANY qlOElt M0.NCS-71lWM91 DA1ED SEPTD/BER 17.200�AT �S�nan art s�p.oiwc�oanaws anni�mrt wa+ms i:JO A.14 �a��••M•,r vo�e�oa ae eee(rio�n) aesuvEO ra oiscoe�e�evno�a or�mrt sn�r a�w�uc 4)�eurrae�s aais vo�erm a ex(nerhe) ca+snauna ort us�n. s)�euriors aais ru aas art rs(n.or�m) assoeveo No ors�nro�e��ee or sh eaiw usEn�s�sam w� e)Ro�o�wo unmcs�r rae ome ae us(rwrreo> awr,suw ae s�rmNer w�ovu. �PC�E EASEJ161T PFN 9Yl6 011 71(PIDTim) TME EIOSRNCE AIO LOCATON Oi Nl UTLITES.PPES.POlES.AND/d1 ZDIMIG MlORIIATION �� n+c zawc aKaw�na+w�s vnowee sr n+e an or aKr. nc vawr aF oirnr an s�o uiunes c�or ee o�wwm �� ALL FlELD�EAA1RE1101T5 YAiClED RECORD DIYENSI0115 MTMN T!E PREp90N PLANNNG DEPAItTYEdT R[p�qE,yQ1T5 OF ALTA�AG'SN SPEqFlCA710tl5 UM63 OIMERMISE 410MN. tOJ00 TORRE AVFMIE QJPERINO.CA 93014 APq:326-27-OSS h�:(ws}m-sws HT1Y://WIW.qRERTMI0.OR6 �� 201E.►OE9fi1A7101t PUINNED DE�410P►OIT �OF MMY AVEMlE,TAKDI 9E7BApCS lULK AND lIILDNP IIF]GIT AR[SET BY AS SOUiM li�7'93'EAST�AS SMOYM ON PLANNNC CqY590N NEV[MI TE PMCEL YM RE�N BOpC 2Y6 PARIWC REqMEMENT:RESTAURANIS:1 PER J SEA75+1 0�YAPS A?PAGE 41 SANTA CLARA roe[artmti cauKrr�ca+us.w�s usEO�s n� c��u:t rot zso so.rr.atoss Ftook�u e�ss aF e�c. a�:�ru xes sa rt.�nooR� {tILL11rI101E �AI�OMCf1�MM1' fTATEIElROFEJiq10AG1YDf1: TF£EIQSTCNCE A1m L�ATI011 ff ANY UImERGRG/m UTILITgi.PlPES ANO/Ot S74 STALLS STRUCTIIPES SIOVN DI TQS SUtVEY VERE OtTAOO T'A SENtCM Of AVAD.AAE 17 NANDICM STALLS NONE RECORDS.70 TI£1E5T a OUR KIOVI.EDGE TIERE ARE t�E%ISTING UTILITiES. SY2 TOTAL STALLS O(CEPT AS SI�VN OJ TWS TURVEY.T1E WITRACTOR S1Mll ASCERTADI THE TRUE LOCATIOM 0�ANl'UU�EERRGROIMm UTILITIES�WD SNALL lE RESPWSIHLE FOR DMI�Cf Tn ANY PtALIC O!rRIVATE UT0.ITffS.SWVN�t tmT SIOVN IERE011. M A R Y � FOUND C MONUMENT o� 8' t�oac�rnoM � (qTY OF qlPflITINO) REAL PROPERT'91UATED M ilE CT'OF WPERINO.COUNTY OF /""� SIWTA d.AR�STA7E OF CALFOItl1�A D�Bm AS FOLLOMS: �28� ALL OF PARf4L i(ONE)AS SIIOMI ON TIAT COtTAM PMCFL YM �' v � IIECOImm fF�RUARY 17.ti7i N BOd(2Y6 OF YMS,AT PACE tt. � 6SITE � f R SNRA CMA WUNiI'�S occ�vnwc n�w tHC uwEnata�o w�hrt waTS an�whc er � rorESOr�oevaor+rtnr caaon�nar to nrt an oF a�nr►a.er NSIIMFNT DATFD J�MIARY 7!.tG71.IIECOIIOED YMQI 77.tY72 M COOK i7l0 OF OFF1qAL IIECd�DS.PAOE lES. n��eorc oESaeem vROVOen a nc s�►c�s oaaieee M n� 717LE RfPORT N0.NCS-11l019-9Y DAIED SiP1CIBER 17,Z004 BY �"'�"�""'�'"��"�� C U P E R T I N 0 ALL I�A5IJRF'J1017S ARE M7HN 7NE PREq90N REOlMRE11�1T FOR ALTA/ACSY LMD 7111E 911MY5. CBRIHGI710N VICINITY MAP m w.0 a w+u ric..N[rn�w c�wrrl��m�r.u.c.wo Nor ro scuc INLL PROPEIlTY,NID FlRST AIEPoCAN TITLE MISUtANCE COYPANY 7M5 IS 10 Wt7�Y TUT TMS YM pt PLAT ND TfE 91RVFY ON NHpI IT 6 BASFD NERE YAOE N ACCORDANCE M7H TE'YMYW OEIAIL IIFAUMEIID(IS RTABl141FD AND ADOPiFD 81' TA/ACSY W1D I� �a /�y ifil£A7RY£�3�'JpN1lY MdLDES fTEMS'L�. � � 7(A) �],��,� �,O_ 1 �j C"��—��P`� � Y Oi TAlLE'A'TEAEOF.ANO PURSUANT TO k�F�1 STANDARDS./S ADOPIED!Y ALTA ACSY AND M M1�rE��\i./ � ov nu ca�nrrcwna�av . o��:„_��. -� ��—a� dnc a si.00� s�r�h a curaroa� �i_1�l f Y�fi. l/�" aa7�� ;�%�:,�c.>:,�--�,'I ft��'o�Q a?-�� ! L �l I �/. �i�j�iif��a�Pr�'i�.�i�in��k: �` � . .. �„` ` -`. _ �:tlf � �,,,._., 1 p•,?� . ' i Cr€ �v�d�,�td �''a—f�'� .�, . . F � —"�„""_ ��e: — � � (PUBLIC R/W VARIES) BASIS OF BEARINGS A VE N U E SB9'11'SS�E / 83.87' (83.73') �FOUND pTY S89•f 1�55"E woriuuoar wa.� I��sl'� 11`�.I I I I sas�>>'ss"E � � CONC.SIDEWALK 2• ' HICH CONC. RETAINING WALL PLANTER :► �G• 39.99' N •N P N N �DOWyN 0 1.1 ec n SSCO n ONE STORY CONC.BLOCK BUILDING tD 11123 Sf 181.45' �� W,� � AREA=352,884 SQ.FT. [8.f 01 ACRES) PIM�TER NB4°03'28"��' `� z$,� �ss.s3� 169.68' �N00'48'OS"E �`'�,� 12.DO' �\\\\\\\\\\\\\\\ EDGE OF ROOF OVERHANG 281.39' � �C � ONE STORY Q` ( v _ CONC.BLOdC BUILOING `(� 20738 st ��,�P� za�.sr Q �/EDGE OF ROOF OVERHANG � ARCADE �� yo rw„nR o ae.00 o� b�i o G� g o 41.24' 4' n ow � U � o ONE STORY CONC.BLOCK BUILDING g 9668 SF 141.47' CONC. SIDEWALK ssr�¢� ��ssco S ��S� S CO \ � n �1��G � � C9 z � � � �TEP >m > uP Y �� Y o �my o U� �N � 1 61.22' � * -•---■-x- -�-■-■--t--- PLANTER � EB C .SI wA o � N NB9°15'40"lI �� 572.45' v � (120' PUBLIC R/W VARIES) STEVENS CREEK BOULEVARD � t }�s� �� \ � �vF�f7iii:.+."Yis � ►(`.Lgs i`�$tti*.tS C > � �� R=,280.oo' O, �=90'00'00" �� A.._ �L=439.82' ,� �`.�'l,�o ""'� �9��0� °,��,u� cep �❑ ssJFs � � �� n �� • CB O 4+t`u0 � wo, �� Q �p� O4o� .�y� °:o�ri'^o�. 7 SSC,Q,o ?�' a��+;c^ 7� 2 � 'O �; � DI n � �I o� SC�O � o� 1�'1 o �ssco �� 94 � sNSF , SSC Q ,- �o OVERHANG , � < 3 � c J � + ONE STORY CONC.BLOCK BUILDING � 10058 SF 20.41' 20.04' � � coric. o 0 o°p 61.27' �p � �� '� Q��; F< � `�'� ` � � \O � r� 0�.�`b N. WA � ��'�6 � 44.95' �p�� N89°f 5'40"li Z Z �I J �I �', 0�, U z WI' �II, o� � 2 O � � � c� w�? Y W�la S K- U d 4 N n �� , N� J V m H� �w �� OV 2 Q �VS v n � � a_ z � W ° ` J j U �� w U zZ U� Q O �U L� Z Q \____I �p V Q� 2 �a � �� a cQi� _f o Q Q z � z Q � � w J a � V � � � W I v=i z° O% W m � _ � ° �n N � � 4 CITY OF CUPERTINO, SANTA CLARA COUNTY, CALI�ORNIA VICINITY MAP � N.T.S. t,%1�fi'a�l�-G`1 �E ' ��'I .'. ` �ti.. . ''� � . : ., � ��o�i rs � o c� � o i,I aA ��♦� SHEET INDEX C-1 TITLE SHEET C-2 GENERAL NOTES C-3 NOTES AND LEGEND C-4 EXISIING CONDI110NS C-5 DEMOUTION PLAN C-6 GRADING PLAN c-� ununr Pv�N C-S DETAILS PROJECT DESCRIPTION THIS PROJECT CALLS FOR THE CONSTRUC110N OF 121 UNIT HOTEL, SURFACE AND UTILITY IMPROVEMElNS WITHIN THE BOUNDARIES OF PHASE 1. _� � ��r� --��r`�-�`7 /�VC� Fi`� � — -- �� -a,�Q�� '� ��t�?i��',�-�� °�' ��:�Q� �� - � ' { �(� ��i ��f��i��sf��3��p�''��C�:r P €��;e �s`S�;D��.'';;r�'�..�i�� O�-� i°e!e . �:�Eawi��,_,__ �.L°SC i:�:tEi:3°��, SANITARY SEWER NOTES 1. All worlc performed shall be installed to manufacturers specifications and atl work shall comply with all current local,state and federal requirements. 2. All work shall be constructed in accordance with these plans and the Standarci Specifications of the Cupertino Sanitary DistricL 3. All expvation and backfitling within street right-of-way shall be done in accordance with the requirements of the Engineer of the public agency having jurisdiction. Encroachment Permits shall be obtained and a copy shall be on the job during CO(1St1'11Ct10�1. � 4. Fill material shall be compacted to a minimum of two and one half(2.5)feet above the top of pipe elevation by methods that will not damage the pipe or substituted with gravel or one(1)siurry mix. Fill material must attain a minimum of ninety five percent(95%)relative compaction,as per State of California Standard SpecifiqUons. 5. The District Enqineer shall be notified two f2)workina davs in advance of startina construction on this�roiect,20833 Stevens Creek Bivd.Suite 104,Cupertino,CA 95014(408)253-7071. At that time,Vaffic plans,encroachment peRniLs and the sewer diversion plans shall be given to the District Engineer. Sewer diversion plans shall include sewage bypass and emerpency plans.Work shall not begin untB the District Engineer has provided written acceptance�f these plans. 6. One(1)sanitary sewer lateral shall be installed for each lot or building. Location of lateral and property comers to be staked in field at the same time the sewer main is staked for construction. taterals shall not be laid on less than two percent(2°h)grade end shall have a minimum cover of four and one half(4.5)feet at property I'+ne or edge of sanitary sewer easement. LaYerals shall be deaper than four and one half(4.5)feet when direded by DisVict Englneer. Laterals shall not be extended beyond the street right-of-way line or sanitary sewer easement line untll the mair has been tested. Lateral sewers constructed outside of the public sVeet or Cupertino Sanitary DisVict Easement shall be constructed in accordance with the requiremenis of,and shall be inspected by the Cfty of Cupertino Building Department 7. The Contractor perfortning work on the sanitary sew�ers shall be requlred to register with the District and provide insurance as spec�ed in Sectbns 1.39 end 1.40 of the Dlstrid's Standard Specifications. 8. The Developer end General Contrador shall be responsible for protection of all existing improvemerrts lncluding exisiing senitary sewer facilities that are to remain and if damaged during construction of the proposed Improvements,shall be repaired to the satisfaction of the Cupertino Sanitary Distrid and other affected agencies. 9. Channels of all District manholes within the construction area shall be protected by plywood wvers,placed in the manholes and manhole castings shall be adjusted to flnat grade in accordance with the Standard Specifications of the Cupertino Sanitary District or as direGed by the District Englneer. 10. The Developer end Generel CoMrador shall be responsible for the prevention of construction debris errtering the existing sanitary sewer system due to the construction activities associated with this project and the Developer and Contractor shall pay all costs associeted with the release of construction debris into the existing sanitary sewer system due to the construdion activities assoaated with this projed. 11. The Developer and Generel Contractor shall be responsible for the prevention of e sewage splll associated the Contractors activities on this project and the Developer and ConVactor shall pay all casts associated with the release of sewage into surface drainage system and downstream surface waters. 12. UUlihr Notification(Corrtractor shall locate all utilities prior to stari M exqvation): a. Underground Service Alert 800-227-2600 b. Stortn Drains City of Cupertino c. Sanitary Sewers Cupertino Sanitary District 13. All Sanitary Sewer Pipes shall be PVC-SDR26 or approved equal,unless othervvise spec�ed by the District Engineer. 14.Access for pedestrians and vehicles shall be pravided at all times unless approved in writing by the DisVict Engineer. Approval of these plans by Cupertino Sanitary District does not relieve the installer of the responsibility for the coRection of mistakes,enors,or omissions. If,during the course of constructlon of the sanitary sewers the pubfic interest requires a modification of,or a departure from the District SpecificaUons or these improvement plans,the District Engfneer shall have the authority to require such modifications or departure and to specify the manner in which the modifiqtions or departure is to be done. APProved .2004 Jun 04 CUPERTINO SANITARY DISTRICT DisVict Engineer m BKF ENGINEERS � � � Y � v O� O� a �� 'go�� ro � '�I ��g � � � ` m ,. - �:1 ¢ Z � O � J Q U � � a W z O r LL� o OWN " ZNWQ � a � � W a ~ Z a Q ...� � V 0 Z F � w � � U $ � w � � m � � s � � � � � C-� � 8 i � CAUTION: 1. THE LOCAT10N5,SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UT1L1T1ES AS SHOWN ON THIS PLAN WERE OBTAINED FROM SOURCES OF VARYING RELIABILJTY. THE CONTRACTOR IS CAUT10Nm THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES,D(TENT, SIZES,LOCAT10N5 AND DEPIHS OF SUCH UNDERGROUND UTILITIES.(A REASONABLE EFFORT HAS BEEM MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UT1LI11ES). CONTRACTOR SHALL VERIFY LOCATION AND DEP7H PRIOR TO ANY EXCAVATION OR IMPROVEMENT. 2. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR LOCA�ION OF UNDERGROUND UTILJ7IES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUC110N- PHONE(800)642-2444.CONIRACTOR SNALL VERIFY ALL EXISTING U11LITiES PRIOR TO BEGINNING ANY N/ORK ON THIS SITE. 3. CONIRACTOR SHALL REVIEW THE RECORD DOCUA�ENTS FOR THE EXISTiNG BUILDINGS(DRAWINGS ARE AVAILABLE AT THE PUBUC WORKS DEPT.)FOR ADDITIONAL UNDERGROUND CONDIT10N5 THAT MAY OR MAY NOT ALREADY BE SHOWN ON THESE DOCUMENTS PRIOR TO COMMENCING WITH UNDERGOURND,C'RADING OR FOUNDATION WORK. 4. THESE DRAYNNGS DO NOT ADDRESS CONTRACTOR MEANS,METHODS OR PROCESSES THAT MAY BE ASSOCIATED WITH ANY TOXIC SOILS IF FOUND ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL GTY AND COUNTY STANDARDS AND APPROPRIATE REGULATIONS OF TOXIC SOILS ARE ENCOUNTERED. CONTRACTOR MUST NOTIFY 1}iE qTYS PROJECT MANAGER IMMEDIATELY IF ANY SOILS ARE EVEN SUSPECTED OF BEING CONTAMINATED. GENERAL SITE NOTES: 1. CONTRACTOR SHALL V151T THE SITE PRIOR TO BIDDING ON THIS WORK AND CONSIDER THE EXISTiNG CONDITIONS AND SITE CONSTRAtNTS IN THE BID. CONTRACTOR SHALL BE IN THE POSSESSION OF AND FAMIUAR WITH CITY STANDARD DETAILS AND SPECIFlCATIONS PRIOR TO SUBMITTING OF A BID. 2 ALL N�ORK ONSITE AND IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO CITY STANDARD DETAILS dt SPEqFICATIONS. 3. ALL WORK SHALL BE PERFORMED IN ACCOROANCE WITH 1NE SOILS REPORT pREPARED BY TREADWELL AND ROLLO DATED: 11 AUGUST 2003, PROJECT N0. 3718.01 AND THE APRIL 6,2004 LETIER TO JANE VAUGHAN �iTLED 'NORTH PROPERTY LINE RETAINING WALL DESIGN RECOMMENDAT10N5" 4. PRIOR TO BEGINNING WORK,AND AFTER INITiAL HORIZONTAL CONTROL STAKING, CONTRACTOR SHALL FlELD CHECK ALL ELEVATIONS MARKED NATH (E)AND REPORT ANY DISCREPANCIES GREATER THAT 0.05'TO CITYS PROEJCT ENqNEER. 5. DAMAGE TO ANY EXISTING SITE IMPROVEMENTS,UT1LITiES AND/OR SERVICES TO REMAIN SHALL BE RESPONSIBILITY OF THE CONTRACTOR,CONTRACTOR SHALL REPAIR AND/OR REPLACE IN K�ND. 6. CONTRACTOR SHALL PREPARE AND IMPLEMENT A TRAFFlC CONTROL PLAN 1}iAT ADDRESSES THE NEED FOR THE CONTINUWS USE OF THE STREET THROUGHOUT 7HE DURATION OF CONSTRUCTION. 7. CIVIL ENGINEER OR SOILS ENqNEER TO REVIEW ALL GRADING AND SUBMIT A FlNAL REPORT TO THE qTY PRIOR TO OCCUPANCY 8. COMPACTION REPORTS AND PAD ELEVATION CERTIFlCATE IS REQUIRED ON ALL BUILDING PAD WORK. 9. CONTACT PUBLJC WORKS,773-3104, FOR DRAINAGE AND FlNAL GRADE INSPECTION.WHICH INCLU�ES DRAIN LINES ANO ROOF DRAINS/DOWN SPOUTS. 10. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA AOJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 11. Ti�IE CONTRACTOR SHALL REVIEW STD.DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 12. U�ILIZE BEST MANAGEMENT PRACTICES(BMP'S), AS REQUIRED 8Y THE STATE WA1ER RESOURCES CONTROL BOARD,FOR ANY ACIIVITY, WHICH DISTl1RBS SOfL 13. ALL ROOF DRAINS AND/aR DOWNSPOUTS SHALL BE DRAINED SHEET fLOW 2�AWAY FROM THE BUIIDING AND MAYBE COLLECTED BY DRAINAGE INLET CONNECTID TO PUBLJC STORM DRAIN FAqIJTY. IF AND ONLY IF THE DRAINAGE IS IN THE HILLSIDE AREA CAN THE WATER BE DIRECTLY CONNECTED TO THE PUBl1C STORM DRAIN. SITE MAINTENACE: 1. CONTRACTOR TO GAl}iER ALL CONSTRUCTiON DEBRIS ON A REGULAR BASIS AND PLACE IT IN A DUMPSTER OR OlHER CONTAINER WHICH IS EMPTIED OR REMOVED ON A REGULAR BASIS. WHEN APPROPRIATE,USE TARPS ON THE GOURND TO COLLECT FALLEN DEBRIS OR SPLATTERS THAT COULD CONTRIBU7E TO STORM WATER RUNOFF POLLUTION. 2. CONTRACTOR TO SWEEP OR VACUUM THE SIREET PAVEMENT AND SIDEWALKS ADJOINING THE PROJECT SITE AND 1HE ON-SITE PAVED AREAS ON A DAILY BASIS.SCRAPE CAKED-ON MUB AND DIRT FROM THESE AREAS BEFORE SWEEPING.CORNERS AND HARD TO REACH AREAS SHALL BE SWEPT MANUALLY. 3. CONTRACTOR TO SWEEP OR VACUUM THE STREET PAVEMENT AND SIDEWALKS ADJOINING THE PROJECT SITE AND THE ON-SITE PAVED AREAS ON A DAILY BASIS. SCRAPE CAKED-ON MUD AND DIRT FROM THESE AREAS BEFORE SWEEPING CORNERS AND HARD TO REACH AREAS SHALL BE SWEPT MANUALLY. 4. IF THE S7REETS, SIDEWALKS AND/OR PARKING LOT ARE PRESSURE WASHED, DEBRIS MUST BE TRAPPED AND COLLECTED TO PREVENT ENTRY INTO THE STORM DRAIN SYSTEM. NO CLEANING AGENT MAY BE DISCHARGED INTO THE STORM DRAIN. IF ANY CLEANING A(�NT OR DEGREASER IS USED, WASH WATER MUST BE COLLECTED AND DISCHARGED TO THE SANITARY SEWER, SUBJECT TO THE APPROVAL OF THE CITYS ENGINEER OR INSPECTOR, OR OTHERWISE DISPOSED OF THROUGH APPROVED DISPOSAL METHODS. 5. CREATE A CONTAINED AND COVERED AREA ON THE SIlE FOR THE STORAGE OF BAGS, CEMENT,PAINTS, OILS, FERTIUZERS, PESIICIDES,OR OTHER MATERIALS USED ON THE SIlE THAT HAVE THE POTENTIAL OF BEING DISCHARGED INTO THE STORM DRAIN SYSTEM THROUGH EITHER BEING WIND-BLOWN OR IN THE EVENT OF A MATERIAL SPILL 6. NEVER CLEAN MACHINERY,EWIPMENT OR TOOLS INTO A STREET, GUTTER OR STORM DRAIN. 7, CONTRACTOR TO ENSURE THAT CEMENT TRUCKS,PAINTERS,OR STUCCO/PLASTER FINISHING CONTRACTORS DO NOT DISCHARGE WASH WATER FROM EQUIPMENT, TOOLS OR RINSE CONTAINERS INTO GUTTERS OR ORAINS. g, THE ON-SITE STORM DRAIN FAqUT1E5 SHALL BE CLEANED A MINIMUM OF TNACE A YEAR AS FOLLOWS: IMMEDIATELY PRIOR TO OCTOBER 15TH AND ONCE IN JANUARY. ADDIT1aNAl CLEANING MAY BE REQUIRED IF FWND NECESSARY BY THE qTYS ENGINEER.CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH CLEANING. 9. CONTRACTOR TO PREVENT DUST FROM LEAVING THE SITE AND ACCUMULATING ON ADJACENT AREAS AS REQUIRED IN THE DUST CONTROL NOTES ON THIS SHEET. 1p, CON7RACTOR TO PREVENT SEDIMENT DEBRIS STORM RUN-OFF FROM LEAVING THE SITE OR ENTERING STORM DRAIN OR SANITARY SEWER SYSTEMS AS REQUIRED IN THE EROSION ANO SEDIMENTATION CONTROL NOTES ON THIS SHEET. ��, MAINTAIN EX�STING TREES AND PLANTS THAT ARE TO REMAIN AS REQUIRED BY THE TREE AND PLANT PROTECTION NOTES ON THS SHEET. DUST CONTROL: 1. WATER TRUCKS SHALL BE PRESENT AND IN USE AT T}iE CONSTRUCTION SITE.ALL PORTIONS OF T1iE SITE SUBJECT TO BIOWING DUST SHALL BE WA?ERED AS OFTEN AS DEEMED NECESSARY BY THE qTY ENqNEER MANAGER IN ORDER TO INSURE PROPER CONIROL OF BL0IMNG DUST FOR THE DURATION OF THE PROJECT. 2 WATERING ASSOCIATED WITH ON-SITE CONSTRUC�tON ACTiVITY SHALL TAKE PLACE BETWEEN THE HOURS OF B:00 AM AND 7:00 PM AND SHALL INCLUDE AT LEAST ONE LATE-AFTERNOON WATERING TO MINIMIZE THE EFFECTS OF BLOWING DUST. 3. ALL PUBLIC STREETS AND MEDIANS SOILED OR UTTERED DUE TO THIS CONSTRUCTION ACTIVITY SHALL BE CLEANED AND SWEPT ON A DAILY BASIS DURING THE WORKWEEK, OR AS OFTEN AS DEEMm NECESSARY BY THE CITY ENGINEER, TO THE SATISFACTION OF 1HE qTYS ENGINEER INSPECTOR. 4. WATERING ON PUBLJC STREETS OR POWER WASHING SEDIMENTATION ON STREETS SHALL NOT OCCUR,UNIFSS CONTRACTOR COLLECTS AND FlLTERS THE WASH WATER PRIOR TO ITS ENTERING THE CITYS STORM DRAIN SYSTEM. 5. ON-SITE PAVED ACCESS ROADS,PARKING AREAS, AND STAGING AREAS SHALL BE SWEPT DAILY NA'!H A WATER SWEEPER. 6. ALL TRUCKS HAUUNG SOIL, SAND. AND OTHER LOOSE MATERIALS SHALL BE COVERED WITH TARPAULINS OR OTHER EFFECTIVE COVERS. 7. THE SPEED OF ALL VEFIICLES DRIVING ON UNPAVED ROADS OR PORTIONS OF THE SITE SHALL BE LIMITED TO 15 MPH. 8. MMEEL WASNERS�1ALL BE INSTALLED AND USED TO CLEAN ALL TRUCKS AND EQUIPMENTS LEAVING THE CONSTRUCTION SITE.IF WHEEL WASHERS CANNOT BE INSTALLED, T1RES OR TRApCS OF ALL TRUCKS AND EQU�PMENT SHALL BE WASHED OFF BEFORE LEAVING THE CONSTRUCTION SITE. EROSION&SEDIMENTATION CONTROL NOTES: 1. EROSION CONTROL MEASURES ARE INTENOED TO PREVENT SEDIMENT ANO DEBRIS FROM ENTERING THE CITY STORM DRAIN SYSTEM, SANITARY SEWER SYSTEM OR FROM LEAVING THE SITE. iHE CONTRACTOR SHALL MAKE ADJUSTbIENTS IN THE FlELD TO MAKE SURE THAT THIS CONCEPT IS CARRIED OUT. 2 EROSION CONTROI FAqLJTiES AND MEASURES ARE TO BE INSTALLED AND OPERABLE BY OCTOBER 1st(OR WITHIN A PERIOD OF THREE WEEKS AFTER THE START OF CONSTRUCTION ACT1VI11ES,IF THAT START IS BETN�EEN OCTOBER AND MAI�AND SHALL CONTINUE IN EFFECT UNT1L JUNE 1st OR UNT1L INSTALLAl10N OF THE PERMANENT SITE IMPROVEMENTS. 3. CONTRACTOR SHALL ASSUME 1HE CONCEPTS ON THE EROSION CONTROL TREE/PLANT PROTECTION NOTES: t. PRIOR TO BEGINNING CONSTRUC110N ON SITE, CONTRACTOR SHALL IDENTIFY AND PROTECT EXISTiNG TREES AND PLANTS DESIGNATED AS TO REMAIN. 2. PROVIDE 6 F00T TALL TREE PRO1EC110N FENCE WITH DISTINCTIVE MARKING VISIBLE TO CONSTRUCTION EQUIPMENT,ENCLOSING DRIP LJNES OF TREES DESIGNATED TO REMAIN. 3. WORK REQUIRED WITHIN FENCE LINE SHALL BE HELD TO A MINIMUM, AVOID UNNECESSARY MOVEMENT OF HEAVY EQUIPMENT WITHIN FENCED AREA AND DO NOT PARK VEHICIES WITH IDLE RUNNING ENGINES UNDER DRIP LINE OF TREES. 4. PRIOR TO REMOVING ROOTS AND BRANCHES LARGER?HAN 2'IN DIAMETER OF TREES OR PLANTS THAT ARE TO REMAIN CONSULT WITH THE LANDSCAPE ARCHITECTURE. 5. ANY GRADE CHANGES GREATER THAT 6'WITHIN iHE DRIPUNE OF EXISTING TREES SHALL NOT BE MADE WITHOUT FlRST CONSULTiNG THE LANOSCAPE ARCHITECTURE. 6. PROTECT EX�STING TREES TO REMAIN FROM SPILLED CHEMICALS, FUEL OIL, MOTOR OIL,GASOLINE ANO ALL OlHER CHEMICALLY INJURIOUS MATERIAL; AS WELL AS FROM PUBBLJNG OR CONTINUOUSLY RUNNING WATER. SHOULD A SPILL OCCUR,STOP WORK IN THAT AREA AND CONTACT THE CITYS PROJECT MANAGER IMMEDIAIELY.CONTRACTOR SHALL BE RESPONSIBLE TO MITIGATE DAMAGE FROM SPILLED MATERIAL AS WELL AS MATERIAL CIFAN UP. 7. PROVIDE TEMPORARY IRRIGATION TO ALL TREES AND PLANTS THAT ARE IN OR ADJACENT TO CONSIRUCTION AREAS WHERE EXISTING IRRIGATION SYSTEMS MAY BE AFFECTED BY THE CONSTRUCTION, ALSO PROVIDE TEMPORARY IRRIGATION TO RELOCATID TREES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ONGOING MAINTENANCE OF ALL TREES DESIGNAlED TO REMAIN AND FOR MAINTENANCE OF RQOCATED 7REES STOCKPILED DURING CONSTRUC�ION. CONTRACTOR WILL BE REQUIRED TO REPLACE TREES THAT DIE DUE TO LACK OF MAINTENANCE. DEMOLITION NOTES: 1. THE CON7RACTOR SHALL LOCATE AND CLEARLY MARK(AND THEN PRESERVE THESE MARKERS)FOR THE DURATION OF CONSTRUCTION OF ALL TEIFPHONE.DATA,SIREET LIGHT, SIGNAL LJGHT AND POWER FAqLJTIES THAT ARE IN OR NEAR THE AREA OF CONSTRUCTION. 2. CONTRACTOR'S BID IS TO INCLUDE ALL VISIBLE SURFACE AND ALL SUBSURFACE FEATURES IDENTIFlED TO BE REMOVED OR ABANDONED IN Tr+ESE oocuMaTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE THE EXTENT OF THE DEMOLJTION WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININC ANY AND ALL PERMITS NECESSARY FOR ENCROACHMENT,GRADING, DEMOLJTION, AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVAlE, LOCAL AND STA1E JURISDICTIONS. 1HE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH THE DEMOLJTION WORK. 5. THE CONTRACTOR SHALL REMOVE ALL HAZARDOU$MATERIALS FROM iHE EXISTING BUILDING AS IDENTIFlED IN THE SPECIFlCATIONS. WORK AND DISPOSAL SHALL BE DONE IN A MANNER AS SPECIFlED IN THE SPECIFlCATIONS.CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXECUTtON, PERMITS AND FEES ASSOCIATED WITH THIS WORK. 6. CONTRACTOR SHALL PAY DISPOSAL FEES. 7. BACKFlLL ALL DEPRESSIONS AND TRENCHES FROM DEMOLJTION TO THE SATISFACTION OF THE SOIL ENGINEER. 8. WITHIN LIMITS OF WORK,REMOVE CURBS,GUTTERS,LANDSCAPING, SIGNAGE, TREES, SHRUBS, ASPHALT,UNDERGROUND PIPES, ETC. AS INDICATED ON THE DRAWINGS. 9. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS PLAN,SHEET C5.1, ARE SCHEMATIC MINIMUM REQUIREMENTS, 'fHE FULL TO iHE SATiSFACTION OF T}iE SOILS ENGINEER. EXTENT OF WHICH ARE TO BE DETERMINEO BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE FOR 1HE EXACT DESIGN AND EXTENT OF THE EROSION d�SEDIMENTATION CONTROL NOTES: EROSION CONTROL SYSTEM SO THAT IT WORKS WITH THE CONTRACTOR'S INTENDED USE AND MANAGEMENT OF THE CONSTRUCTION SITE. 1. CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE AROUND THE ENTIRE 4. ALL EROSION CONTROL FACIUTIES SHALL BE INSPECTED BY THE AREA OF DEMOUTION AND CONSTRUC110N, INCLUDING ALL STAGING, CONTRACTOR AND REPAIRED, AS REOUIRED,AT THE CONCLUSION OF EACH STORAGE, CONSIRUCTION OFFICE AND LAYDOWN AREAS. WORKING DAY DURING THE RAINY SEASON.THE CONTRACTOR SHALL 2, FENCE�OCATION MAY BE ADJUSTED FROM T1ME TO T1ME AS CONSiRUCT10N INSPECT THE EROSION CONTROL FACILJTIES AND MAKE NECESSARY REPAIRS pROCEEDS TO EXCLUDE SOME AREAS WHERE CONSTRUCTION WORK IS NOT PRIOR TO ANTICIPATED STORMS AND AT REASONABLE INTERVALS DURING gEIN6 DONE AND THE AREA IS NOT OB,�C710NABLE IN VISUAL STORMS OF EXIIIJDED DURATION. REPAIRS TO DAMAGES FACILITIES SHALL pppEARANCE. BE MADE IMMEDIATELY UPON DISCOVERY. 5. AS SOON AS PRAC7ICAL FOLLOWING EACH STORM, THE CONTRACTOR SHALL 3. CONSTRUCTION FENCE SHALL BE A MINIMUM OF A 6'HIGH 6ALVANIZED REMOVE ANY ACCUMULATION OF SILT OR DEBRIS FROM THE EROSION CHAIN L1NK WITH GREEN WINDSCREEN FABRIC ON THE OUTSIDE OF THE CONTROL SEDIMENT BASINS AND SHALL CLEAR?HE OUTLET PIPES OF ANY FENCE. BLOCKAGE. 4. CONTRACTOR SHALL REPLACE THE GREEN FABRIC AT LEAST ONCE A YEAR 6. PROVISION SHALL BE MADE TO ASSURE THAT BORROW AREAS AND STOCK OR AT SUCH A�iME AS IT BECOMES TATTERED AND UNSIGHTLY D PILED SOILS ARE PROTECTED FROM EROSION. THIS SHALL AT A MINUMUM 1MND OR CONSTRUCl10N ACTIVITY. � CONSIST OF COVERING THE AREAS WITH PLAS�IC SHEETING. 5. CONSTRUCTION FENCE ADDRESSED IN THESE NOTES IS LY FOR VISUAL 7. PRIOR TO THE COMMENCEMENT OF ANY CLEARING,GRADING, OR CONFORMANCE OF 1}iIS CONSIRUCTION SITE TO THE CI STANDARDS. EXCAVATION,THE CONTRACTOR SHALL VERIFY THAT THE OWNER HAS CONTRACTOR MAY REQUIRE ADDITIONAL FENCING, BARRI ADES OR OTHER SUBMITTED TO THE STATE WATER RESOURCES CONTROL BOARD A NOTICE SAFETY DEVICES TO KEEP THE SITE SECURE dc SAFE. OF INTENT(N01)FOR COVERAGE UNDER 1NE STATE CONSTRUC110N STORM WATER GENERAL PERMIT. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE N01 ON THE CONSTRUCTION SITE. /�r n n V'� ��.�C�.t�� . �� _� ( ! L' � . , .,,, � GRADING NOTES: 1. ALL PAVED AREAS ARE TO SLOPE A MINIMUM OF 1R AND MAXIMUM OF BR. ACCESSIBIE STALLS AND LOADING ZONES ARE 70 SLOPE AT A MAXIMUM OF 2R AND ACCESSIBLE PATHWAYS ARE TO SLOPE AT A MAXIMUM OF 5X IN THE DIRECTION OF TRAVEL,AND THE SLOPE CROSSWAYS TO THE DIRECTION OF TRAVEL SHALL BE AT A MAXIMUM OF 2X ANY AREAS ON THE SITE NOT CONFORMING TO THESE BASIC RULES DUE TO EXISTiNG CONOITIONS OR DISCREPANCIES IN THE DOCUMENTS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH PLACEMENT OF ROCK BASE,FORMWORK FOR CURBS AND/OR FLATWORK. 2. CONTRACTOR SHALL DETERMINE EARTHWORK QUANTITIES BASEO ON THE TOPOGRAPHIC SURVEY, THE SOILS INVESliGAT10N AND THE PROPOSED SURFACE THICKNESSES AND BASE THE BID ACCORDINGLY.NOTE THAT A SEPARATE DEMOUTION CONTRACT HAS BEEN ISSUED TO TAKE THE SITE FROM THE WAY IT IS AT THE T1ME OF THE BID TO THE CONDITIONS DESCRIPBED IN THESE DOCUMENTS. ANY DIFFERENCES BETWEEN THE STATE IN WHICH THE SITE IS DELJVERED TO T1iE CONTRACTOR AND THESE OOCUMENTS SHOULD BE NOTED TO THE ENGINEER. 3. ALL FlLL SHALL BE COMPACTED PER THE SOILS REPORT AND THE CONIRACTOR SHALL COORDINA'TE AND COMPLY WITIi THE OWNER'S TESIING AGENCY TO TAKE THE APPROPRIATE TESTS TO VERIFY COMPACTION VALUES. 4. IMPORT SOILS SHOULD MEET THE REQUIREMENTS OF THE SOILS REPORT dc SPECIFICA110NS. 5. COORDINA7E THE PLACEMENT OF ALL SLEEVES FOR LANDSCAPE IRRIGATION (WA1ER AND CONTROL WIRING)ANO SITE LJGHTING PRIOR TO THE PLACEMENT OF ANY ASPHALT,BA�ROCK OR CONCRETE SURFAGNG. SEE LANDSCAPiNG AND SITE ELECTRICAL DRAWINGS. 6. DO NOT ADJUST GRADES ON THIS PLAN WITHOUT PRIOR WRITTEN APPROVAL OF THE ENqNEER. 7• SITE STRIPPINGS THAT CONTAIN ONLY ORGANIC MATERIAL(NO DEBRIS TRASH, BROKEN CONC.OR ROCKS GREATER THAN 1�IN DIAMETER)MAY BE USED IN LANOSCAPE AREAS,EXCEPT FOR AREAS IDENTIFlED AS IMPORT TOP SOtL BY THE LANDSCAPE DRAWINGS.EXCESS STRIPPINGS SHALL BE REMOVED FROM SITE. e• SPOT ELEVATION ARE TO FlNISHED SURFACE. 9• TOP OF CONCRETE CURBS ARE 0.50'ABOVE TOP OF PAVING ELEVATIONS, U.N.O. t0• ROUGH GRADING TQ BE WITHIN 0.1'AND FlNISH GRADES ARE TO BE WITHIN 0.05', HOWEVER CONTRACTOR SHALL NOT CONSTi2UCT ANY IMPROVEMENTS THAT WILL CAUSE WATER TO POND OR NOT MEET REWIREMENTS IN GRADING NOTE�1. GENERAL UTILITY SYSTEM NOTES: 1. ALL TRENCHES SHALL BE BACKFILLED PER THE SOILS REPQRT WITIi APPROPRIATE TESTS TO VERIFY COMPACTiON VALUES. 2. CLEAN OUTS,CATCH BASINS AND AREA DRAINS ARE TO BE ACi:URATELY LOCATED BY THEIR RELATIONSHIP TO THE BUILDING,FLATWORK, RO�F DRAINS. AND/OR CURB LAYOUT,NOT BY THE LENGTH OF PIPE SPECi;IED IN 1HE DRAWINGS(WHICH IS APPROXIMATE). 3. SEE PLUMBING DRAWINGS FOR CONT1NUAl10N OF U1IUTIES WITHIN THE BUILDING. 4. ALL PROPOSED UT1LJilES SHALL BE UNDERGROUND, UNLESS SPECIFlCALLY CALLED OUT AS ENTERING THE FACE OF THE BUILDING. 5. CON'TRACTOR SHALL STAKE LOCATiON OF ABOVE GROUND UTiIJTY EOUIPMENT(BACKFLOW PREVENTOR,ETC.) AND MEET WITH CITY ENGINEER AND PROJECT ENGINEER TO REVIEW LOCA110N PRIOR TO INSTALLATION. PLANNING DEPARTMENT MUST SPEGFlCALLY AGREE WITH LOCATION PRIOR TO PROCEEDING N7TH THE INSTALLATION. 6. CONTRACTOR SHALL PREPARE AN ACCURATE COMPOSITE UTILITY PLAN THAT TAKES INTO ACCOUNT THE ACTUAL LOCATION OF EXISTiN�UTtUT1ES AS DETERMINm DURING THE DEMOLJTiON WORK, THE U�1LJ71ES SHOWN ON THE CIVIL DRAWINGS,AND THE SITE POWER, CONDUITS AND LJGHTiNG SHOWN ON THE ELECTRICAL PLANS.THE FlRE SPRINKLER SYSTEM SHALL BE INCLUDED AS DESIGNED BY THE DESIGN/BUILD UNDERGROUND FlRE SPRINKLER CONTRACTOR. 7. FOR GRAVITY FLOW SYSTEMS CONTRACTOR SHALL VERIFY(POTHOLE IF NECESSARY)SIZE, MATERIAL, LOCATION AND DEP7H OF ALL SY57EMS THAT ARE TO BE CONNECTED TO OR CROSSED PRIOR TO THE TRENCHING OR INSTALLATION OF ANY GRAVITY FLOW SYSTEM. 8. CATHODIC PROTEC110N IS REQUIRED ON ALL METAWC FlTl1NGS AND ASSEMBL�ES THAT ARE IN CONTACT WITH THE SOIL CONTRACTOR IS RESPONSIBLE TO FULLY EN6INEER AND INSTALL Tl-IIS SYSTEM AND COORDINATE ANOOE AND TEST STATION LOCATIONS NATH CITYS PROJECT �� DELINEATEO IN A SCH AT1C MANNER ON THESE PLANS. CON1T2 TOR IS TO PROVIDE ALL Fl CCES WO ESSAR TO COMPLETE THE UTILITY SY��T�I�"TF{lj��L�Y NING F THE PURPOSE INTENDED. ��`s��t�t��,�.,� �Q �L��a� �� i��fa�,4��'s�5ti5�.f1:d`i�l��bf f ��- c'�«�: f�G�gi�ti�k��:iS �C7��`/ �� E��.te . _�� `c�vc G R:Sr:�IFJs m BKF ENGINEERS i � �o ,:� Y � v rn rn � �o,rn W W� � � o�o�� -a�•� �y�� S�, W Q Z � O LL J Q U �L W r Q �"' � O O Z � ZO Z � � � �-- = W � wa � Z a a � N � O Z H � w d � U e € s° z � � � � $ = y o c ° b b °' � o z c � � ` � � �S'i c c Drawing Number: C-2 2 OF S i � SANITARY SEWER NOTES: 1. SANITARY SEWER MAINS SHALL BE LJMITED TO 1HE FOLLOWING: ABS PIPE PER qTY STANDARD OR APPROVED EQUAL 2. USE DE7ECTABLE METALI2ED WARNING TAPE APPROXIMATELY 6'BELOW THE SURFACE TAPE SHALL BE A BRIGHT COLOR AND IMPRINTED WITH 'CAUl10N-SANITARY SEWER LJNE BELOYY',CALPICO TYPE 2 OR EWAL 3. WHERE CONNECTION IS TO BE MADE TO AN EXISTING SEWER OR STRUCTURE, SAID DqSTING SEWER OR STRUC111RE SHALL BE UNCOVERm AND CHECKED FOR LOCAl10N AND ELENAl10N PRIOR TO STAKING NEW SEWER DEPTH AND LOCATION. ANY DESCREPANCY BETWEEN THE PLANS AND FlELD INFORMATION SHALL BE REPORIID IMMEDIAlELY TO THE ENGINEER. 4. SEWERS BEING CONNECTED TO NALL CONTiNUE TO SERVE FUNCTIONAL BUILDINGS THROUGHOUT CONSTRUCTION.IF CONNECTIONS REWIRm THE STOPPAGE OF SEWER WTFLOW THIS WORK NALL NEED TO BE EXECUTID ON A WEEKEND NATH AT LEAST ONE WEdC NOl10E OT GTYS UTIUTY DEPARTMENT. 5. CONTRACTOR TO VERIFY INVERTS OF UTIUTIES THAT THE SANITARY SEWER CROSSES AT THE START OF DEMOL1T10N OR PRIOR TO THE SEWER BEING INSTALLED. STORM DRAIN NOTES: 1. STORI�SEWER SHALL BE AS FOLLONfS: PVC PIPE TYPE SDR-35,WITH BELL AND SPIGET SME RUBBER RING SEALED GASKET JOINT,OR RQNFORCED CONCRElE PIPE ANSI/ASTM C76,CLASS III NA1H BELL AND SPIGOT GASKETED JqNTS. 2. USE DETECTABLE METALIZm WARNING TAPE APPROXIMATELY 6'BELOW THE SURFACE. TAPE SHALL BE A BRIGHT COLOR AND IMPRINTED WITH 'CAUTION-STORM DRAIN UNE BELOIM', CALPICO TYPE 2 OR EQUAL 3. PAINT THE TOP OF THE CURBS ADJACENT TO EACH CATCH BASIN INSTALLED UNDER THIS WORK OR ADJACENT TO THIS SITE WITH THE WORKS� NO DUA�P�NG TO BAY.WORDING TO BE BLUE 4'HIGH LETiERS ON A PAINTED WHITE BACKGRWND. CONDUITS: 1. CONDUITS FOR POWER,SIlE LIGHTING,LOW VOLTAGE SYSTEMS,TELEPHONE, SECURITY,DATA,CABLE TV,CLOSED CIRCUIT N,FlRE ALARM SYSTEMS,ETC SHALL BE INSTALLED PER THE ELECTRICAL SITE PLANS dc DETAILS. 2. ALL CONDUITS SHALL INCLUDE PULL STRINGS. 3. ALL CONDUITS STUBBm TO A SPECIFlC LOCATION FOR FlJlURE USE OR USE BY A SEPARATE CONTRACTOR SHALL BE CLEARLY MARKED IN THE FlELD AND DOCUMENTED IN THE CONTRACTOR�S RECORD DOCUMENTS AS TO BOTH DEPTH AND LOCATiON. WATER SYSTEM NOTES: 1. PROVIDE THRUST BLOCKS OR COMPARIBLE RESTRAINTS PER pTY S1D5. 2. PROVIDE MINIMUM OF 3.00'FEET OF COVER OVER WATER L1NE5. 3. MAINTAIN WATER UNES 10'AWAY FROM SANITARY SEWER L1NE5. 4. WHERE WATER LINES HAVE TO CROSS SANITARY SEWER LINES,DO SO AT A 90 DEGREE ANGIE AND WATER UNES SHALL BE MINIMUM OF 12"ABOVE TOP OF SANITARY SEWER UNES. 5. WATER UNES ARE SHOWN SCHEMATICALLY,CONTRACTOR SHALL IDENl1FY EACH ANGIE AND/OR BENO THAT MAY BE REQUIRm TO ACCOMPtJSH THE INTENDED DESIGN. 6. USE DETECTABLE METALJZED WARNING TAPE APPROXIMATELY 6'BELOW THE SURFACE.TAPE SHALL BE A BRIGHT COLOR AND IMPRINIED WITH 'CAUTION-WATER LINE BELOYY', CALPICO TYPE 2 OR EQUAL FIRE PROTEC110N NOTES: 1. THE UNDERGROUND FlRE PROTECTION SYSTEM SHOWN ON THIS DRANANG IS SCHEMATtC AND IS NOT INTENDED TO BE AN INSTALLATION DRAWING.THE U11UTY DRANANG IN THIS SET OF DOCUMENTS SHALL NOT BE USED AS A BASE SHEET FOR SHOP DRAWINGS NATHOUT WRITTEN APPROVAL OF THE ARCHITECT/ENqNEER. 2. THE UNDERGROUND FlRE PROTECTION SYSTEM INSTALLER SHALL PREPARE SHOP DRANANGS SHOWNING ALL INFORMATION REQUIRED BY THE LOCAL FlRE MARSHAL,INCLUDING ANGLES. THRUST BLOCKS, VALVES,FlRE HYDRANTS. PIVs FDC�s,BACKFLOW ASSEMBLJES,FLEXIBLE CONNEC710NS,VAULTS,ETC. 3. SHOP DRANANGS SHALL BE SUBMITTED TO THE LOCAL FlRE MARSHALL,THE RATING AGENCY AND THE PROJECT MANAGER,ALLOWING T1ME FOR REVIEW AND ACCEPTANCE, PRIOR TO START OF WORK. 4. THE UNDERGROUND FlRE PROTECTION SYSTEM INSTALLER SHALL OBTAIN ALL APPROVALS AND PERMITS PRIOR TO ORDERING MATERIALS,FABRICATING SYSTEMS OR ANY INSTALLAl10N. 5. �IERAL CONTRACTOR IS RESPONSIBLE FOR VERIFlCATION OF ALL DIMENSIONS AND EQU�PMENT LOCATiONS.RISER LOCATIONS ARE SHOWN ON ARCHITECTURAL AND PLUMBING DRAWINGS AND ARE TO BE COORDINATED �nna ncn►n�FlE�coni�rnoNS. 6. INSTALL MONITORED TAMPERSWITCHS AT ALL PIVS AND VALVES ON BACKFLOW ASSEMBLJES. 7. CONTRACTOR TO USE CATHODIC PROlECT10N FOR ALL UNDERGROUND FIRE PROTEC710N SYSTEMS.FlNAL LOCATION OF ANODES AND TEST STATIONS SHALL BE COORDINATED WITH ARCH./ENGINEER. CONTRACTOR MAY ASSUME THAT THE TEST STAT10N5 NALL BE NATHIN 10 FEET OF THE FlTTING/ITEM BEING CONNECIED T0. ( PAVEMENT SECTION: 1. SEE LANDSCAPE DRAWINGS FOR FLATWORK SECTIONS AND BASE REWIREMENTS. 2 SEE STRUCTURAL DRANANGS FOR BUILOING SLAB SECTIONS AND PAD PREPARAl10NS. 3, ALL PAVEMENT PREPARATIONS AND BASEROqC MATERIALS ARE TO CONFORM TO THE SOILS REPORT PREPARED BY TREADWELL AND ROLLO DATED 11 AUGUST, 2003-PROJECT N0. 371B.Ot. SIGNING d�STRIPiNG NOTES: 1. ALL SIGNING AND STRIPING TO BE PER CALTRANS STANDARDS UNLESS NOTES TO BE PER GTY STANDARDS. 2. ALL S�(�1S FOR MOTORIST DIRECT10N5 SHALL BE METAL WITH BEADED REFLECTIVE PAINT.SUPPORl1NG POSTS SHALL BE 2 1/2"DIA GALVANIZED PIPE CAST INTO A 10'DIA. BY 24'DEEP CONC.FOOTING.BOTTOM OF SIGN SHALL BE 72' A80VE FlNISH GRADE,U.N.O. 3. WHERE THE FOLLOWING SYId80LS OCCUR ON THE DRAWINGS PROVIDE THE SPEpFlED SIGNING AND/OR STRIPING: �PROVIDE CALlRANS TYPE IV(L) (RSP A24A) �PROVIDE CALTRANS TYPE IV(R) (RSP A24A) �PROVIDE 1' WIDE X 10'LONG WHITE UNE W/CALTRANS A24D STOP MARKER BASIS OF BEARINGS: �, 1HE BEARING)OOCXXXXXOF THE CENTERUNE OF STEVENS CREEK BOULEVARD, BETWEEN FOUND MONU6tENTS,AS SAID BEARING IS SHOWN ON 1HAT CERTAIN PARC0.MAP RECORDED IN BOOK XXX OF MAPS AT PAGES XX AND XX.RECORDS OF SANTA CLARA COUNTY,WAS TAKEN AS THE BASIS OF BEARINGS FOR 1HI5 MAP. BENCHMARK: 1. qTY OF WPERTINO BENCHMARK NUMBER XX-XX. CONCRETE NAIL IN SOUTH END OF ISLAND NORTH OF STEVENS CREEK BLVD. ATINTERSECTION NATH WOLFE RD. ELEVA110N = XXX.XX LEGEND_ EXISTIWG PROPOSED C �� -6"55- -6"SS- -70"SD- -10'SD- i N T. INT. T:V N --- E -� E -10"FS- -10�F'S- -12"W- -12"W- FB PB G G F�1 FM S� SL IRR IRR UNK UNK X X JT JT 0/H 0/H C� O D4 N X N ❑wM OwM � � � � a ■ �'f i-}+ 9 O e ❑ Q � o • Q � � � q.EAN WT TO GRADE SANITARY SEWER STORM DRAIN INTERCONNECT N/CABLE N ELECTRIC FlRE SERVICE DOMESIIC WATER SERVICE PACIFlC BELL NANRAL GAS FORCE MAIN STREET LIGHT IRRIGATION UNKNOWN UTIUTY FENCE JOINT 7RENCH OVERHEAD NARES FOUND MONU�IENT WATER VALVE 6AS VALVE WA7ER METER,VALVE BOX STREET LJGHT AREA DRAIN CATCH BASIN FlRE HYDRANT BENCHMARK COLUA�N UNE DESIGNATION DETAIL REFERENCE HAYBAIES OR'DANDY BAG' EROSION CONTF20L DEVICE STORM DRAIN MANHOLE SANITARY SEWER MANHOLE PACIFlC BELL MANHOLE �� NOMENCLATURE: BW CO COTG DETECR FG � FN GM GN NB I.E. OR INV. UP MON RM SDCB SDMH SERPOL SLBX SSMH STLT T 1H �R) TGCB TLBX 1LSPOS TP TR � rvsx TW BACK OF WALK CIEAN OUT CLEAN OUT TO GRADE DETECTOR CHECK VALVE EXISTING FlNISH GRADE FLOWLINE FENCE GAS ME1ER GROUND HEADER BOARD INVERT ELEVATION OR FLOWLINE OF PIPES UP OF GUTIER MONUMENT TO REMAIN GRA1E OF CATCH BASIN, MANHOLE OR AREA DRAIN RIM ELEVATION STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SERVICE POLE STREET LJGHT BOX SANITARY SEWER MANHOLE STREET L1GHT TRANSFORMER TOP OF BANK TO BE RE1dOVED TOP OF CURB TOP OF GRA1E CATCH BASIN TRAFflC UGHT BOX 1RAFFIC LIGHT SIGNAL POST TOP OF PAVEMENT TOP OF RAMP TOP OF SLAB, TOP OF SIDEWALK OR TOP OF STAIR N. BOX TOP OF WALL �`�X��°-�Zc J�--o! 1� -:17-�„� . C�-�, � •�i� . �l �: � ��'�"��al E��°a0� �i `7�'M-�,U�7-�c� ��`�':?�,�t�ap�-Q'� ��'�+=��c��-� �L�"f'`��:s�-°7�::S F�'`E•e ,. �''�/ �� •£ e � ,rttbo-s::.r,r��.�'�� `% �.--�.o� °ag1¢ .. � �`f� �`��_�`�.s�'�� o � �3aee ,cZ,��•,"'t"'F�t.p'� • 0..'�£-'�.�`r:m�ica. �i.�LaG°?i E if .f �q m BKF ENGINEERS � � � � � � � o� a �� °o��n ��$�`��° o�iV�i�� ` � � /. � ��, Q Z � O J Q U `N' Z i � � a W z O r' J �o O W � U Q ZQ � J � aW � a Z � _ V 0 Z F � w d � U � �° � p � W � m � S = 4 o a .. �• .. T = � e ,�i 8 � o � Y � Drawinq Number: C-3 3 � 8 i 3 M� .8 6 CITY Of CU ST'�lI�ARC '��,��- '-��-•', . ��r � P.G��.,. ..•fi .k^ ��.F,.m. .1 �:' , �:.t �:�.: .� 1�:: �..r� ..+- -^�'s'^.�''""J+.. pLAN � SECTION STANDARD 24" FLAT GRATE DROP INLET A � :2-/ro�i 1.3-� �� - -, � � - � , ' ;' ' 1 s J . � � y�• r�__,_,=�a: ' , VIEW B-B ' �' in• _�-u+' L,i.�„. L,-! serno� eune um�w ' SECT7W1 A-�EfwiYM mr+w hss . � � . _HOTE� Fram� dimu�sbns rtqr _ var r�lth ths app�wal � • of tM Ciry EnQlnesr. e . -- -------, --------� • �� a r.. �r.. �r , .� �-��---, ,i ,. » � o�j il � i;_�� (1 O O I �� i� � � i o o � v=• O�� '� � Y O O I �� i Q� i i steriaw�.e -------�j ' . � --- -�------- �. r =k. � � _�. � � � �J'i4= � �� . � ��i M�t�� seenow s.� . p19TALLPTIDM ENOWI/IO YRATE OETO.II , _STANOARD DROP INLET -CURB OPEN IN G CITY OR CLLPEATINO �; �e 3—�� veow• __. STAN�AIiD�DETAI.LB ci r R ' .CUNCENTRiC MANHOLE � 8�l0 33�� PIPE .M u,�.r�»: �w N. �MY�w ��MI ��N�� NOTES: Nvlel a�A/Wt le mnlvn b Seclion 66,Sta1�SN.So�eNimria��. �.��.o.,.w�..K.. CITY OF CUPEATINO �ROYEO BY i STANDARD OETAILS � SWALE BAqCFlLL MAlERIAL TO MEET DRAINAGE INTENSITY AS SPEqFlED BY GEOTECHNICAL ENGINEER W < W S hw�r ti.4.r�..•w /�M N wMM�� :2/�oL�. I a-to 4'MINIMUM G' n" E" t' za" I � � \ / Pavemert riusl ,r i � �, 6" �2" vr voriable .Ni!h gutter R�t/Y R.t}f�- . . � �z f •/ // 14" �. .. , . . a .,R'�� o�° • •r p o I g • . � I ,�. . � 0800� °:oo 000°00 —�'— "4" Cbss II Agg.bOSe A7-6 A?-6 T� �,�- � ';�• 24� 8� 'R�1�, \ I• 8' I •Rr'/Z� 2� or voricbk � �.• •t 14• . � f V � Rr;/Y/ o0 � � � • . � ' %�� O • ��00� - ��YpO \� ODV°-V a�$ 4` Class II Agg.buse �� 1.00' 1 Y 24" t=0.08 R-o.�oe �(� 3. � �_:L�`4�10.3J' ' rt'� rt=t7 ,.ss � f ;2� R-��/T ��• o T �YPE E(MOUNTABLE DII�) o 0 0 0 0 4''Closs II Agg.bose IYPE E �� ---�'--� �• I fi• � j' � � � —� . �,. rt�i/x' 13/4 �. ry b.. R-�/e. �3�4• �_ 1�(j _'L_ .1_ /'. � —}-- �' f 6• �,y to 12' oxy to U pj.SuAx� SuAace ,�r w�o�we�o�ba A.C.QIKE D(TRUDEO CURB ��T dowl,mnM+um E'lenglh,�'spodng � A3�6R A3-6D STANDARD CUHB SECTIONS � PEV15=7 3� 7TY OF CUPERTINO pppROVED BY ATE: 1-16 S+aN0AR0 DETai�s C iN � < W S 6' r- 6'PERFORAIEU� PIPE i v I�IRAFl M140 M FABRIC z � BACKFlLL MATERIAL AS APPROVED BY GEOTECHNICAL ENGINEER DRAINAGE PIPE 3 VEC�TATED SWALE NOT TO SCALE TA84E�� RalA�ntid Snqie_ Owb�e � Sln�Fo�nYy 16' �� 1M+Itlple IB' 24' . Ona.oy Tro Moy Can�n�rdd mN 20' min 32' max 32' �µ� 6Wu�Wa1 mh 24' min J6' SIDEWALJC mu:JE� maY 4a' P �d+�' 4 hEAKENED PLANE - -C � �9� .wwr oH ar °�, � 0 JqNT 1/B�M1DE� � •\CONSTRUCA 2'DEEP ON 8'o.C. _s �.P`�-' JpNT �FOEWMJC�� ES r\ /P �`�. ....�a�� t� Y � NOTES . '�� t, Cpxnts dtwroy�not mandotory In . n��s�e.when�We.rcqu not comtructed. i 2. 5oore maAu not to a�ceea�'-0'O.C. Us� . . � m�dimkal�eD�ata at e'.arY otl�x xor�mork - . S FlnIJ�W b�Coan�Brvah FlniMi � 4. AGwdk to b�rapbad when new dAv�- .wy b 0�� 3. EAq�o}drlv.ray Motl be a minirtwm ol . 4'(rom praprty Ilna 2' 3� � Pormw�t W be n��n,�u�iq or 5�.�P �a Fa�.,�a �qutts � 5 nad«+tid •i . ��•��,�q . f Agq. a'e� ��f �,�• ow motxid with a • 83R rNative compactlon SFCTION A-A DRIVEWAY DETAIL-MONOLtTHIC SIDEVYALK �,��,Z�, pTY OF CUPERTINO qp R DA . � � 1-21 STANDARD DETAtLS CITY ENGINE ��'l�?--i�al ( � --�� j - _. �,,� �� ... . -�a� � G-�D�-�7 '�i'��,�G?�L�� :°r- , � t3G �� '��. �i'o��i'�`Tr ,��;��7-�� P��3��f�� '��d��a:��.�� '11�� J ,�i`Si4 ��,') '<,J�: �.�.� �'�:, �� -dJ�j _- :�sIQ � �3��:�a� P►�.1t's��$ 3dIS�;CY m BKF ENGINEERS � � �c ;,� � n � m O� � �WOf �0��+ 1� ��i�� . ��, Q Z � � � J Q U i Q � O *� J�o W " Z � W a 1- Q �� = U � a � a Z a � N V O Z F � W � � V � K $ � w � � � � .. � _ o � �' � � � Drawinq Numb�r: C�V 8 � 8 CITY OF CUPERTINO, SANTA CLARA COUNTY, CALIFORNIA VICINITY MAP � N.T.S. � ��r-,�c�a-c� , . . l� i7-� ��_ ,, __ , � _. � , �-_�•C: .. _..,: ..:�,-.:�..-,... u+'� _ 5J , � .�oR,r r� � ° .� �iw o tfll � .s•�• SHEET INDEX C-1 TITLE SHEET C-2 GENERAI. NOTES C-3 NOTES AND LEGEND C-4 EXISTiNG CONDI110NS C-5 DEMOLITION PLAN C-6 GRADING PLAN c-� unurY PwN C-8 DETAILS PROJECT DESCRIPTION PROJECT - TO CONSTRUCT AN ADDI110N TO AN EXISIING SHOPPING CENTER. rr�i��1-..� 7�'1'�� t'��;'3��%A�.��.�'��: /��d7-� P��i��a��3��j9it:��:�C2�� '� °� �ala ��'��f`'3� �� sir a:�i��i3i.Q��. e's�s��:��l:s��:r -�7 SANITARY SEWER NOTES 1. All work periormed shall be installed to manufacturers specifications and all work shall comply with all current local,state and federai requirements. 2. All work shall be constructed in accordance with these plans and the Standard Specifications of the Cupertino Sanitary District. 3. All excavation and backfilling within street right-0f-way shail be done in accordance with the requirements of the Engineer of the public agency having jurisdiction. Encroachment Permits shall be obtai�ed and a copy shall be on the Job during conetruction. 4. Fill materiai shall be compacted to a minimum of two and one haH(2.5)feet above the top of pipe elevation by methods that will not damage the pipe or substituted with gravel or one(1 j slurry mix. Fi►I material must attain a minimum of ninety five percent(95�0)relative compactfon,as per State of Califomia Standard Specifications. 5. The District Enaineer shall be notified two(2)workina davs in advance of startina construction on this oroiect,20833 Stevens Creek Blvd.Suite 104,Cupertino,CA 95014(406)253-7071. At that time,traffic plans,encroachment permlts and the sewer diversion plans shall be given to the Distrid Engineer. Sewer diversion plans shall include sewage bypass and emergency plans.Work shall not begin until the District Engineer has provided written acceptance of these pians. 6. One(1)sanitary sewer lateral shail be installed for each lot or building. Lacation of lateral and property comers to be staked in field at the same time the sewer maln is staked for consUuction. Laterals shall not be laid on less than two percent(29�0)grade and shall have a minimum cover of four and one half(4.5)feet at property line or edge of sanitary sewer easemerd. Laterals shall be deeper than tour and one half(4.5)feet when directed by District Engineer. Laterals shall not be extended beyond the street right-of-way line or sanitary sewer easement line untll the main has been tested. Lateral sewers constructed oufside of the publ'�c sUeet or Cuperdno Sanitary DisVict Easement shall be constnicted in accordance with the requirements of,and shall be inspected by the City oi Cupertino Building Departrnent. 7. The Corrtractor perfortning work on the sanitary sewers shall be required to register with the District and provide insurance as spe�ed in Sections 1.39 and 1.40 of the DistricYs Standard Specificatlons. 8. The Developer and General Contractor shall be responsib�e for protection of all existing improvements including existing sanitary sewer faciiities that are to remain and if damaged during consUuction of the proposed improvements,shall be repaired to the satisfacdon of the Cupertino Sanitary Distrid and cther affected agencies. 9. Channels of ell Diskict manholes within the wnstruction area shail be protected by plywood covers,piaced in the manholes and manhole castings shail be adjusted to final grade in accordance with the Standard SpecfflcaUons of the Cupertino Sanitary District or as directed by the District Engineer. 10. The Developer and General Contractor shail be responsible for the prevention of constn�ction debris entering the existing sanitary sewer system due to the construction activiBes associated with this project and the Developer and ContraGOr shall pay all costs associated with the release of construction debris into the existing sanitary sewer system due to the construction activities associated with this pro)ect 11. The Devebper and General Contrador shali be responsible for the prevention of a sewage spill associated the Contractors activities�this project and the Developer and Contractor shall pay all costs assxiated with the release of sewage into sur(ace dreinage system and downsVeam surface waters. 12. Utility Notlfication(Contractor shalf bcate all util'�ies prior to start of excavatlon): a. Underground Service Alert 800-227-2600 b. Storm Drains Cfty of Cupertino c. Sanitary Sewers Cupertino Sanitary District 13. All Sanitary Sewer Pipes shall be PVCSDR26 or approved equal,unless otherwise speafied by the District Engineer. 14.Access fa pedesVians and vehides shail be provided at all times uniess approved in writ3ng by the Distrid Engineer. Approval of these plans by Cupertino Sanitary District does not relieve the installer of the responsibilky for the correc�on of mistakes,errors,or omissbns. If,during the course of construction of the sanitary sewers the public interest requires a modifiption of,or a departure from the District Specifiptions or these improvement plans,the Distrid Engineer shall have the authority to require such modifications or departure and to specify the manner fn which the modiflcatlons or departure is to be done. Approved .2004 CUPERTINO SANITARY DISTRICT DisVid Engineer 0 BKF ENGINEERS � o � n =� 1A v �+�+ O/ `a �$o�, �^ynm �� N�g� � � � - m ,. - �:1 Q z � O � J Q U `�' i � Q ONu�",o � W =� Z � NQ � a J� � _ �� ^% � �Z � ¢ � V O Z F � w a � U 1 W = n � o z � � �' � � � Drawhq Numb�r: C-■ � � 8 i � � CAUTION: 1. THE LOCAT10N5,SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THIS PLAN WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY ACTUAL EXCAVATION 1MLL REVEAL THE TYPES, EXTENT,SIZES,LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UT1LI11ES.(A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DEUNEATE ALL KNOWN UNOERGROUND UTILJTIES). CONTRACTOR SHALL VERIFY LOCATION AND DEPTH PRIOR TO ANY EXCAVATION OR IMPROVEMENT. 2. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR LOCATION OF UNDERGROUND U�1LJl1ES AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION- PHONE(800)642-2444. CONTRACTOR SHALL VERIFY ALL EXIS7ING UT1L1T1ES PRIOR TO BEGINNING ANY WORK ON THIS SITE. 3. CONTRACTOR SHALL REVIEW 11-IE RECORD DOCUMENTS FOR 11iE EXISTING BUILDINGS(DRANANGS ARE AVAILABLE AT THE PUBIJC WORKS DEPT.)FOR ADDITIONAL UNDERGROUND CONDIT10N5 THAT MAY OR MAY NOT ALREADY BE SHOWN ON THESE DOCUMENTS PRIOR TO COMMENCING WiTH UNDERGOURND,GRADING OR FOUNDATION WORK. 4. THESE DRAWINGS DO NOT ADDRESS CONIRACTOR MEANS,METHODS OR PROCESSES THAT MAY BE ASSOCIATED WITH ANY TOXIC SOILS IF FOUND ON SITE. THE CONIF2ACTOR IS RESPONSIBLE FOR COMPLYING W1111 ALL CITY AND COUNTY STANDARDS AND APPROPRIATE REGULA110NS OF TOXIC SOILS ARE ENCOUNTERED.CONTRACTOR MUST NOTIFY T}iE CINS PROJECT MANAGER IMMEDIATEI.Y IF ANY SOILS ARE EVEN SUSPECTED OF BEING CONTAMINATED. GENERAL SITE NOTES: 1. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING ON lHIS WORK AND CONSI�ER THE EXISTING CONDITIONS AND SITE CONSTRAINTS IN THE BID. CONTRACTOR SHALL BE IN THE POSSESSION OF AND FAMIUAR 1MTH CITY STANDARD DETAILS AND SPECIFlCATIONS PRIOR TO SUBMITTING OF A BID. 2. ALL WORK ONSITE AND IN THE PUBUC RIGHT-OF-WAY SHALL CONFORM TO qTY STANDARD DETAILS dc SPECIFICAT10N5. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE NATH THE SOILS REPORT pREPARED BY TREADVMEI.L AND ROLLO DATED: 11 AUGUST 2003,PROJECT N0. 3718.01 AND THE APRIL 6,2004 LETTER TO JANE VAUGHAN 711LED 'NORTH PROPERTY LINE RETAINING WAIl DESIGN RECOMMENDAl10NS' 4. PRIOR TO BEGINNING WORK,AND AFTER INITiAL HORIZONTAL CONTROL STAKING,CONTRACTOR SHALL FlELD CHECK ALL ELEVATIONS MARKED NATH (E) AND REPORT ANY DISCREPANCIES GREATER THAT 0.05'TO CITYS PROEJCT ENqNEER. 5. DAMAGE TO ANY EXISTING SITE IMPROVEMENTS, UTILITIES AND/OR SERVICES TO REMAIN SHALL BE RESPONSIBIUTY OF THE CONTRACTOR,CONTRACTOR SHALL REPAIR AND/OR REPLACE IN KIND. 6. CON7RACTOR SHALL PREPARE AND IMPLEMENT A TRAFFlC CONTROL PLAN TNAT ADDRESSES 1}iE NEED FOR THE CONTiNUOUS USE OF THE STREET niROUCHOUr�+E�uRAnoN oF coNSrnucnoN. 7. CIVIL ENqNEER OR SOILS ENqNEER TO REVIEW ALL GRADING AND SUBMIT A FlNAL REPORT TO THE qTY PRIOR TO OCCUPANCY 8. COMPACTION REPORTS AND PAD ELEVATiON CERTIFlCAIE IS REQUIRED ON ALL BUILDING PAD WORK. 9. CONTACT PUBUC WORKS, 773-3104,FOR ORAINAGE AND FlNAL GRADE INSPECTION. WHICN INCLUDES DRAIN UNES AND ROOF DRAINS/DOWN SPOUTS. 10. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL ANO INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 11. THE CONTRACTOR SHALL REVIEW STD.DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 12. UTiLIZE BEST MANAGEMENT PRACIICES(B�IP'S), AS RE�UIRED BY THE STATE WATER RESOURCES CONTROL BOARD,FOR ANY ACTIVITY,WHICH OISTURBS SOIL 13. ALL ROOF DRAINS AND/OR DOWNSPOUTS SHALL BE DRAINED SHEET FLOW 2X AWAY FROM THE BUILDING AND MAYBE COLLECTED BY DRAINAGE INLET CONNEC7ID TO PUBUC STORM DRAIN FACIUTY. IF AND ONLY IF THE DRAINAGE IS IN THE HILLSIDE AREA CAN THE WATER BE DIRECTLY CONNEC7ED TO THE PUBLIC STORM DRAIN. SITE MAINTENACE: 1. CONTRACTOR TO GATHER ALL CONSTRUCTION DEBRIS ON A REGULAR BASIS AND PLACE IT IN A DUMPSTER OR OTHER CONTAINER WHICH IS EMPTIED OR REMOVED ON A REGUTAR BA515. WHEN APPROPRIATE.USE TARPS ON THE GOURND TO COLLECT FALLEN DEBRIS OR SPLATTERS THAT COULD CONTRIBUTE TO STORM WATER RUNOFF POLLUTION. 2• CONTRACTOR TO SWEEP aR VACUUM THE STREET PAVEMENT AND SIDEWALKS ADJOINING THE PROJECT SITE AND THE ON-SITE PAVEO AREAS ON A DAILY BASIS.SCRAPE CAKED-ON MU8 AND DIRT FROM THESE AREAS BEFORE SWEEPING.CORNERS AND HARD TO REACH AREAS SHALL BE SWEPT MANUALLY. 3. CONTRACTOR TO SWEEP OR VACUUM THE STREET PAVEMENT AND SIDEWALKS ADJOINING THE PROJECT SITE AND THE ON-SI1E PAVED AREAS ON A DAILY BASIS.SCRAPE CAKED-ON MUD AND DIRT FROM THESE AREAS BEFORE SWEEPING CORNERS AND HARD TO REACH AREAS SHALL BE SWEPT MANUALLY. 4. IF THE STREETS,SIDEWALKS AND/OR PARKING LOT ARE PRESSURE WASHED, DEBRIS MUST BE TRAPPE�AND COILECTEO TO PREVENT ENTRY INTO THE STORM DRAIN SYSTEM. NO CLEANING AGENT MAY BE DISCHARGED INTO 1HE STORM ORAIN. IF ANY CLEANING AGENT OR DEGREASER IS USED, WASH WATER MUST BE COLLECTED AND DISCHARGED TO THE SANITARY SEWER, SUBJECT TO THE APPROVA�OF THE qTYS ENGINEER OR INSPECTOR,OR OTHERNASE DISPOSED OF THROUGH APPROVED DISPOSAL METHODS. 5. CREATE A CONTAINED ANO COVERED AREA ON THE SITE FOR THE STORAGE OF BAGS,CEMENT,PAINTS, OILS,FERTIUZERS,PESTICIDES,OR OTHER MATERIALS USm ON THE SI1E THAT HAVE THE PO'fENT1AL OF BEING DISCHARGED INTO THE STORM DRAIN SYSTEM THROUGH EITHER BEING WIND-BLOWN OR IN T}1E EVENT OF A MATERIAL SPIU.. 6. NEVER CLEAN MACHINERY,E�UIPMENT OR TOOLS INTO A STREET,GUTTER OR STORM DRAIN. 7, CONTRACTOR TO ENSURE THAT CEMENT TRUCKS,PAINTERS,OR STUCCO/PLASTER FlNISHING CONTRACTORS DO NOT DISCHARGE WASH WATER FROM EWIPMENT, TOOLS OR RINSE CONTAINERS INTO GUTTERS OR DRAINS. g, THE ON-SITE STORM DRAIN FAqLIT1ES SHALL BE CLEANED A MINIMUM OF TWICE A YEAR AS FOLLOWS: IMMEDIATELY PRIOR TO OCTOBER 15TH AND ONCE IN JANUARY. ADDITIONAL CLEANING MAY BE REQUIRED IF FOUND NECESSARY BY THE CITYS ENGINEER.CONTRACTOR SHALL BE RESPONSIBLE FOR COSTS ASSOGATED WITH CLEANING. 9. CONIRACTOR TO PREVENT DUST FROM LEAVING THE SITE AND ACCUMULATING ON ADJACENT AREAS AS REOUIRED IN THE DUST CONTROL NOTES ON T}iIS SHEET. 1p, CONTRACTOR TO PREVENT SEDIMENT DEBRIS STORM RUN-OFF FROM LEAVING THE SITE OR ENTERING STORM DRAIN OR SANITARY SEWER SYSTEMS AS REQUIRED IN THE EROSION AND SEDIMENTATION CONTROL NOTES ON THIS SHEET. ��, MAINTAIN EXISl1NG TREES AND PLANTS THAT ARE TO REMAIN AS REQUIRED BY THE TREE AND PLANT PROTECTION NOTES ON THS SHEET. DUST CONTROL: 1. WA1ER TRUCKS SHALL BE PRESENT AND IN USE AT THE CONSTRUCTION SITE ALL PORTIONS OF THE SI1E SUBJECT TO BLOWING DUST SHALL BE WATERED AS OFTEN AS DEEMED NECESSARY BY THE CITY ENGINEER MANAGER IN ORDER TO INSURE PROPER CONTROL OF BLOVNNG DUST FOR THE DURATION OF THE PROJECT. 2. WATERING ASSOCIATED WITH ON-SITE CONS7RUCT10N ACTiVITY SHALL TAKE PLACE BETWEEN THE HOURS OF 8:00 AM AND 7:00 PM AND SHALL INCLUOE AT LEAST ONE LATE-AFTERNOON WATERING TO MINIM2E THE EFF�CTS OF BLONANG DUST. 3. ALL PUBUC STREETS AND MEDIANS SOILED OR UTTERED DUE TO THIS CONSTRUCl10N ACIIVITY SHALL BE CLEANED AND SWEPT ON A DAILY BASIS DURING THE WORKWEEK, OR AS OFTEN AS DEEMED NECESSARY BY THE CITY ENGINEER, TO 111E SATISFACTION OF 7HE CITYS ENGINEER INSPECTOR. 4. WATERING ON PUBLJC STREETS OR POWER WASHING SEDIMENTATION ON STREETS SHALL NOT OCCUR,UNLESS CONTRACTOR COLLECTS AND FlLTERS THE WASH WATER PRIOR TO�TS ENIERING THE CITYS STORM DRAIN SYSTEM. 5. ON-SITE PAVED ACCESS ROADS,PARKING AREAS, AND STAGING AREAS SHALL BE SWEPT DAILY NATH A WATER SWEEPER. 6. ALL TRUCKS HAULING SOIL, SAND, AND OTHER LOOSE MATERIALS SHALL BE COVERED WITH TARPAULINS OR OTHER EFFECTIVE COVERS. 7. THE SPEED OF ALL VEHICLES DRIVING ON UNPAVED ROADS OR PORTIONS OF THE SITE SHAIL BE L�MITED TO 15 MPH. 8. WHEEL WASHERS SHALL BE INSTALLED AND USED TO CLEAN ALL TRUCKS AND EQUIPMENTS LEAVING THE CONSTRUCTION SITE.IF WHEEL WASHERS CANNOT BE INSTALLED,T1RES OR TRACKS OF ALL TRUCKS AND EQUIPMENT SHALL BE WASHED OFF BEFORE LEAVING THE CONSTRUCTION SITE. EROSION&SEDIMENTATION CONTROL NOTES: 1. EROSION CONTROL MEASURES ARE iNTENDED TO PREVENT SEDIMENT AND DEBRIS FROM ENTERING THE CITY STORM DRAIN SYSTEM,SANITARY SEWER SYSTEM OR FROM LEAVING THE SITE. THE CONiRACTOR SHALL MAKE AOJUSTMENTS IN THE FlELD TO MAKE SURE THAT THIS CONCEPT IS CARRIED OUT. 2. EROSION CONTROL FAqLJT1ES AND MEASURES ARE TO BE INSTALLED AND OPERABLE BY OCTOBER 1st(OR WITHIN A PERIOD OF THREE WEEKS AFTER THE START OF CONSTRUCTION ACTIVITIES,IF THAT START IS BETWEEN OCTOBER AND MAI�AND SHALL CONTINUE IN EFFECT UNTiL JUNE tst OR UNT1L INSTALLATION OF THE PERMANENT SITE IMPROVEMENTS. 3. CONTRACTOR SHALL ASSUME THE CONCEPTS ON THE EROSION CONTROL PLAN,SHEET C5.1,ARE SCHEMATIC MINIMUM REQUIREMENTS,THE FULL EXTENT OF WHICH ARE TO BE DETERMINm BY THE CONTRACTOR. CON1i2ACTOR IS RESPONSIBLE FOR THE D(ACT DESIGN AND EXTENT OF THE TREE/PLANT PROTECTION NOTES: 1. PRIOR TO BEGINNING CONSTRUCTION ON SITE,CONIRACTOR SHALL IDENIIFY AND PROTECT EXISTiNG TREES AND PLANTS DESIGNATED AS TO REMAIN. 2. PROVIDE 6 FOOT TA�L TREE PRCTECTION FENCE Wllli DISTINCTIVE MARKING VISIBLE TO CONSTRUC110N EQUIPMENT,ENCLOSING DRIP LJNES OF TREES DESIGNATED TO REMAIN. 3. YYORK RE�UIRED NATHIN FENCE UNE SHALL BE HELD TO A MINIMUM, AVOID UNNECESSARY MOVEMENT OF HEAVY EQUIPMENT WITHIN FENCED AREA AND DO NOT PARK VEHICLES NATH IDLE RUNNING ENGINES UNDER DRIP IJNE OF TREES. 4. PRIOR TO REMOVING ROOTS AND BRANCHES LARGER THAN 2"IN DIAMETER OF TREES OR PLANTS THAT ARE TO REMAIN CONSUL7 WIiH THE LANDSCAPE ARCHITECTURE. 5. ANY GRADE CHANGES GREATER THAT 6'WI7HIN THE DRIPLJfr�OF EXISTiNG TREES SHALL NOT BE MADE WITHOUT FlRST CONSULTING THE LANDSCAPE ARCHITECTURE. 6. PROTECT EXISTiNG TREES TO REMAIN FROM SPILLED CHEMICALS.FUEL OIL, MOTOR OIL,GASOLJNE ANO ALL OTHER CHEMICALLY INJURIOUS MATERIA:; AS WELL AS FROM PUBBl1NG OR CONTINUOUSLY RUNNING WA7ER.SHOULD A SPILL OCCUR,STOP WORK IN THAT AREA AND CONTACT iHE CITY'S PROJECT MANAGER IMMEDIATEI.Y. CONTRACTOR SHALL BE RESPONSIBLE TO MITIGATE DAMAGE FROM SPILLED MATERIAL AS WELL AS MATERIAL CIEAN UP. 7. PROVIDE TEMPORARY IRRIGATION TO ALL TREES AND PLANTS THAT ARE IN OR ADJACENT TO CONSIRUCTION AREAS WHERE EXISTING IRRIGATION SYSTEMS MAY BE AFFECTED BY THE CONSTRUCTION, ALSO PROVIDE TEMPORARY IRRIGATION TO RELOCATED TREES. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ONGOIN�MAINTENANCE OF ALL TREES DESIGNATED TO REMAIN AND FOR MPJNTENANCE OF RELOCATED TREES STOqCPILED DURING CONSIRUCTION.CONTRACTOR WILL BE REQUIRED TO REPLACE TREES THAT DIE DUE TO LACK OF MAINTENANCE. DEMOLITION NOTES: 1. THE CONTRACTOR$HALL LOCATE AND CLEARLY MARK(AND THEN PRESERVE THESE MARKERS)FOR THE DURATION OF CONSTRUCTION OF ALL TELEPHONE, DATA, STREET LIGHT, SIGNAL LJGHT AND POWER FACILJTIES THAT ARE IN OR NEAR THE AREA OF CONSTRUCiION. 2. CONTRACTOR'S BID IS TO INCLUDE ALL VISIBLE SURFACE AND ALL SUBSURFACE FEATl1RES IDENTiFlED TO BE REMOVED OR ABANDONED IN THESE DOCUMENTS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A SITE INSPECTION TO FULLY ACKNOWLEDGE 7HE EXTENT OF THE DEMOUTION WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY FOR ENCROACHMENT,GRADING, DEMOLJTION,AND DISPOSAL OF SAID MATERIALS AS REQUIRED BY PRIVATE,LOCAL AND STATE JURISDICTIONS. THE CONTRACTOR SHALL PAY ALL FEES ASSOpATED WI7H THE DEMO11110N WORK. 5. THE CONTRACTOR SHALL REMOVE ALL HAZARDOUS MATERIALS FROM THE EXISTING BUILDING AS IDENTIFlED IN THE SPECIFlCATIONS.WORK AND DISPOSAL SHALL BE DONE IN A MANNER AS SPECIFlED IN THE SPECIFlCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE EXECUTiON, PERMITS AND FEES ASSOCIATED WITH THIS WORK. 6. CONTRACTOR SHALL PAY DISPOSAL FEES. 7. BACKFlLL AL1 DEPRESSIONS AND TRENCHES FROM DEMOLI110N TO THE SATISFACTiON OF THE SOIL ENGINEER. 8. WITHIN LIMITS OF WORK,REMOVE CURBS, GUTTERS, LANDSCAPING,SIGNAGE, TREES,SHRUBS, ASPHALT,UNDERGROUND PIPES,ETC. AS INDICATED ON THE DRAWINGS. 9. REMOVAL OF LANDSCAPING SHALL INCLUDE ROOTS AND ORGANIC MATERIALS TO THE SATiSFACTION OF THE SQILS EN6INEER. EROSION CONTROL SYSTEM SO THAT IT WORKS WITH THE CONTRACTOR�s EROSION 8 SEDIMENTATION CONTRO�NOTES: INTENDED USE AND MANAGEMENT OF THE CONSTRUCTION SITE. �, CONTRACTOR SHALL PROVIDE A CONS7RUCT10N FENCE AROUND THE ENTiRE 4. ALL EROSION CONTROL FACIlJT1E5 SHALL BE INSPECTED BY THE AREA OF DEMOUTION AND CONSTRUCTION,INCLUOING ALL STAGING, CON7f2ACTOR AND REPAIRED,AS REWIRED,AT THE CONCLUSION OF EACH STORAGE, CONSTRUCTION OFFICE AND LAYDOWN AREAS. WORKING DAY DURING?HE RAINY SEASON. THE CONTRACTOR SHALL 2, FENCE LOCATION MAY BE ADJUSTED FROM T1ME TO T1ME AS CONSTRUCTION INSPECT THE EROSION CONTROL FACIIJTIES AND MAKE NECESSARY REPAIRS PROCEEDS TO EXCLUDE SOME AREAS WHERE CONSTRUCTION WORK IS NOT PRIOR TO ANIICIPATED STORMS AND AT REASONABLE INTERVALS DURING BEING DONE AND THE AREA IS NOT 08JECT10NA8LE IN VISUAL STORMS OF EXTENDED DURATION.REPAIRS TO DAMAGES FAqLITIES SHALL pppEARANCE. BE MADE IMMEDIATELY UPON DISCOVERY. 5. AS SOON AS PRACTICAL FOLLOWING EACH STORM,?HE CONTRACTOR SHALL 3. CONSTRUCTION FENCE SHALL BE A MINIMUM OF A 6'HIGH GALVANIZEO REMOVE ANY ACCUMULATION OF SILT OR DEBRIS FROM THE EROSION CHAIN UNK NATIi GREEN WINDSCREEN FABRIC ON THE OUTSIDE OF THE CONTROL SEDIMENT BASINS AND SHALL CLEAR THE OUTLET PIPES OF ANY FENCE BLOCKAGE 4. CONTRACTOR SHALL REPLACE THE GREEN FABRIC AT LEAST ONCE A YEAR 6. PROVISION SHALL BE MADE TO ASSURE THAT BORROW AREAS AND STOCK OR AT SUCH A T1ME AS IT BECOMES TATIERED AND UNSIGH7LY DUE TO � PILED SOIIS ARE PROTECTED FROM EROSION. THIS SHALL AT A MINUMUM WIND OR CONSTRUCTION ACTIVITY. CONSIST OF COVERING THE AREAS WITH PLAS�iC SHEETiNG. 5. CONSTRUCTION FENCE ADDRESSED IN THESE NOTES IS NLY FOR VISUAL 7. PRIOR TO THE COMMENCEMENT OF ANY CLEARING,GRAOING, OR CONFORMANCE OF THIS CONSTRUCTION SITE TO THE q STANDARDS. D(CAVA�ION, THE CONTRACTOR SHALL VERIFY THAT THE OWNER HAS CONTRACTOR MAY REQUIRE ADDI710NAL FENCING,BARR ADES OR OTHER SUBMITTED TO 1HE STATE WATER RESOURCES CONTROL BOARD A NOTICE SAFETY DEVICES TO KEEP THE SITE SECURE dc SAFE OF INTENT(N01)FOR COVERAGE UNDER THE STATE CONSTRUCTION STORM WATER GENERAL PERMIT. THE CONTRACTOR SHALL MAINTAIN A COPY OF niE Na oN n�E coNSrnucnoN s��. �XT--�.c��.�-1 1� r.1�_��,;,� -� .. . . . / '��. l ) � �"". �l`.- ��^f ._. � l / GRADING NOTES: 1. ALL PAVED AREAS ARE TO SLOPE A MINIMUM OF 1R AND MAXIMUM OF 8R. ACCESSIBLE STALLS AND LOADING ZONES ARE TO SLOPE AT A MAXIMUM OF 2X AND ACCESSIBLF PATIIWAYS ARE TO SIOPE AT A MAXIMUM OF 5X IN THE DIRECTION OF TRAVEL, AND THE SLOPE CROSSWAYS TO THE DIRECTION OF TRAVEL SHALL BE AT A MAXIMUM OF 2x ANY AREAS ON THE SITE NOT CONFORMING TO THESE BASIC RUIES DUE TO EXISTING CONDITIONS OR DISCREPANCIES IN THE DOCUMENTS ARE TO BE REPORTED TO THE ENGINEER PRIOR T�PROCEEDIN�WITH PLACEMENT OF ROCK BASE, FORMWORK FOR CURBS AND/OR FLATWORK. 2. CONTRACTOR SHALL DETERMINE EARTHWORK QUANTi11ES BASED ON THE TOPOGRAPHIC SURVEY, 1HE SOILS INVES�iGATiON AND THE PROPOSED SURFACE THICKNESSES AND BASE THE BID ACCORDING�Y. NOTE THAT A SEPARATE DEMOL1T10N CONTRACT HAS BEEN ISSUED TO TAKE THE SITE FROM THE WAY IT IS AT THE TiME OF THE BID TO THE CONDITIONS DESCRIPBED IN THESE DOCUMENTS. ANY DIFFERENCES BETWEEN THE STATE IN WHICH THE SITE IS DEIJVERED TO THE CONTRACTOR AND THESE DOCUMENTS SHOULD BE NOTED Ta THE ENGINEER. 3. ALL FlLL SHALL BE COMPAClED PER THE SOILS REPORT AND THE CONTRACTOR SHALL COORDINATE AND COMPLY WITH THE OWNER'S TESTiNG AGENCY TO TAKE THE APPROPRIATE TESTS TO VERIFY COMPACTION VALUES. 4. IMPORT SOILS SHOULD MEET THE REQUIREMENTS OF THE SOILS REPORT dc SPECIFlCATIONS. 5. COORDINAiE THE PLACEMENT OF ALL SLEEVES FOR LANDSCAPE IRRIGAiION (WATER AND CONTROL WIRING)ANO SITE LJGHTING PRIOR TO THE PLACEMENT OF ANY ASPHALT,BASEROCK OR CONCREIE SURFAGNG.SEE LANDSCAPING AND SITE ELECTRICAL DRAIMNGS. 6. DO NOT ADJUST GRADES ON THIS PLAN NATHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. �• SITE STRIPPINGS THAT CONTAIN ONLY ORGANIC MATERIAL(NO DEBRIS TRASH, BROKEN CONC.OR ROCKS GREATER THAN 1"IN DIAMETER)MAY BE USED IN LANDSCAPE AREAS,EXCEPT FOR AREAS IDEN7IFlED AS IMPORT TOP SOIL BY THE LANDSCAPE DRAWINGS.EXCESS STRIPPINGS SHALL BE REMOVED FROM SITE. e• SPOT ELEVATION ARE TO FINISHED SURFACE. 9• TOP OF CONCRETE CURBS AR[0.50'A80VE TOP OF PAVING ELEVATIONS, U.N.O. ��• ROUGH GRADING TO BE 1MTHIN 0.1'ANO FlNISH GRADES ARE TO BE MATHIN 0.05�, HOWEVER CONTRACTOR SHALL NOT CONSTRUCT ANY IMPROVEMENTS THAT NALL CAUSE WATER TO POND OR NOT MEET REQUIREMENTS IN GRADING NOTE�1. �iENERAL UTILITY SYSTEM NOTES: 1. ALL 7RENCHES SHALL BE BACKFlLLED PER 1HE SOiLS k�ORT MATH APPROPRIATE TESTS TO VERIFY COMPACTION VALUES. 2. CLEAN OUTS,CATCH BASINS AND AREA DRAINS ARE TO BE ACCURATELY LOCATED BY THEIR RELATIONSHIP TO THE BUILDING.FLATWORK,ROOF DRAINS,AND/OR CURB LAYOUT,NOT BY THE LENGTH OF PIPE SPECIFlED IN THE DRANANGS(WHICH IS APPROXIMATE). 3. SEE PLUMBING DRAWINGS FOR CONTiNUAT10N OF UTil1T1ES NATHIN THE BUILDING. 4. ALL PROPOSED UT1lJT1ES SHALL BE UNDERGROUND, UNLESS SPECIFlCALLY CALLED OUT AS ENTERING THE FACE OF THE BUILDING. 5. CONTRACTOR SHALL STAKE LOCATION OF ABOVE GROUND UTIUTY EQUIPMENT(BACKfLOW PREVENTOR, ETC.)AND MEET WITH CITY ENGINEER AND PROJECT ENqNEER TO REVIEW LOCATION PRIOR TO INSTALLATION. PLANNING DEPART1dENT MUST SPEqFlCALLY AGREE NATH LOCATION PRIOR TO PROCEEDING NATH THE INSTALLATION. 6. CONTRACTOR SHALL PREPARE AN ACCURATE COMPOSI7E UT1lJTY PLAN THAT TAKES INTO ACCOUNT THE ACTUAL LOCATiON OF EXISIING UTiU71ES AS DEIERMINED DURING THE DEMOUTION WORK, THE UTllJT1ES SHOWN ON THE CIVIL DRAWINGS, AND THE SITE POWER,CONDUITS ANU LJGHTING SHOWN ON 1HE ELECTRICAL PU1NS. THE FlRE SPRINKLER SYSTEM SHALL BE INCLUDED AS OESIGNED BY THE DESIGN/BUILD UNDERGROUND FlRE SPRINKLER CONTRACTOR. 7. FOR GRAVITY FLOW SYSTEMS CONTRACTOR SHALL VERIFY(POTFfOLE IF NECESSARY)SIZE. MATERIAL, LOCATION ANO DEPTH OF ALL SY5TEM5 THAT ARE TO BE CONNECTED TO OR CROSSED PRIOR TO THE TRENCHING OR INSTALLATION OF ANY GRAVITY FLOW SYSlEM. 8. CAT1i0DIC PROTEC110N IS REWIREO ON ALL METAWC FlTIINGS AND ASSEMBUES THAT ARE IN CONTACT WITH THE SOIL CONTRACTOR IS RESPONSIBIE TQ FULLY ENGINEER AND INSTALL THIS SYSTEM AND COORDINATE ANODE AND TEST STATION LOCATIONS NATH qTYS PROJECT MANAGER. /��fi1'iUl�� 'DE[JNEATED iN A CTQR IS TO PROVIDE ALL FlTTING, ACCESSORIES ANO WORK NECESSAR TO COMPLETE THE UTILJTY S �<'7�C/L>��Y FU�JCTIONING F THE PURPOSE INTENDED. c� Ci�i 9i��'r'i�. 1� � � i`��t+'�G�'%��r> ��:39��9�3��d?3��.oa°�.33y��"3S�T �ri "- �3"<t �,��'t��'33;�a�^o�� _ t��l� �;��„TA`L� ...;��, ��... �'aese� m BKF ENGINEERS � � �c ,:� Y � .�... rn rn � �rnrn �p 4J I I �Op�� va W � � m� o0 rn�n�vv � � � � � � �� . W Q Z � O � J Q U � W� Q �H � NZO U ZN �� Q � Z Q w °- �Z a Q � � V O Z F- � W d � U � : z � � W = $ � o � � � _ s � � o � � Drawing Number: C�2 2 � 8 � t i � 3 i� SANITARY SEWER NOTES: 1. SANITARY SEWER MAINS SHALL BE UMITED TO THE FOLLOWING: ABS PIPE PER CITY STANDARD OR APPROVED EQUAL 2. USE DETECTABLE METALIZED WARNING TAPE APPROXIMATELY 6'BELOW THE SURFACE. TAPE SHALL BE A BRIGHT COLOR AND IMPRINTED WI7}I 'CAU710N-SANITARY SEWER UNE BELOW,CALPICO TYPE 2 OR E�UAL 3. WHERE CONNECTION IS TO BE MADE TO AN EXISTING SEWER OR STRUCTURE, SAID EXISTING SEWER OR STRUCTURE SHALL BE UNCOVERED AND CHECKm FOR LOCATION AND ELEVATION PRIOR TO STAKING NEW SEWER DEPTH AND LOCAliON.ANY DESCREPANCY BETNIEEN THE PLANS AND FlELD INFORMIAl10N SHALL BE REPORIED IMMmIA7ELY TO THE ENqNEER. 4. SEWERS BEING CONNECTED TO WILL CONTINUE TO SERVE FUNCTIONAL BUILDINGS THROUGHOUT CONSTRUCTION. IF CONNECT10N5 REQUIRm THE STOPPAGE OF SEWER OUTFLOW THIS WORK WILL NEED TO BE EXECUTED ON A WEEKEN�WITH AT LEAST ONE WEEK NOTICE OT qTYS UTIUTY DEPARTMENT. 5. CONTRACTOR TO VERIFY INVERTS OF Ul1UT1ES THAT THE SANITARY SEWER CROSSES AT THE START OF DEMOIJTION OR PRIOR T�THE SEWER BEING INSTALLED. STORM DRAIN NOTES: 1. STORM SEWER SHALL BE AS FOLLOWS: PVC PIPE TYPE SOR-35,WITH BELL AND SPIGET SME RUBBER RING SEALED GASKET JOINT,OR REINFORCED CONCRETE PIPE ANSI/ASTM C76,CLASS III NATH BELL AND SPIGOT GASKETED JOINTS. 2 USE DETECTABLE METALJZED WARNING TAPE APPROXIMAIELY 6'BELOW THE SURFACE.TAPE SHALL BE A BRIGHT COLOR AND IMPRINTED NATH 'CAUTION-STORM DRAIN LINE BELONr',CALPICO TYPE 2 OR EIX1AL 3. PAINT THE TOP OF THE CURBS ADJACENT TO EACH CATCH BASIN INSTALLED UNDER THIS WORK OR ADJACENT TO 1HIS SIlE NATH THE WORKS' NO DUMPING TO BAY.WORDING TO BE BLUE 4"HIGH LETTERS ON A PAINTED WHITE BACKGROUND. CONDUITS: t. CONDUITS FOR POWER, SITE UGHTING,LOW VOLTAGE SYSTEMS,TELEPHONE, SEWRITY,DATA,CABLE TV,CLOSED pRCUIT N,FlRE ALARM SYSTEMS,ETC SHALL BE INSTALLED PER THE ELEClRICAL SITE PLANS dc DETAILS. 2. ALL CONDUITS SHALL INCLUDE PUIL STRINGS. 3. ALL CONDUITS STUBBm TO A SPECIFlC LOCATION FOR FUTURE USE OR USE BY A SEPARATE CONiRACTOR SHALL BE CLEARLY MARKm IN THE FlELD AND DOCUMENTED IN THE CONTRACTOR'S RECORD DOCUMENTS AS TO BOTH DEPTH AND LOCAliON. WATER SYSTEM NOTES: t. PROVIDE THRUST BLOCKS OR COMPARIBLE RESTRAINTS PER CITY STDS. 2. PROVIDE A�INIMUM OF 3.00'FEET OF COVER OVER WA7ER UNES. 3. MAINT/UN WATER UNES 10�AWAY FROM SANITARY SEWER UNES. 4. WHERE WATER LJNES HAVE TO CROSS SANITARY SEWER lJNES,DO SO AT A 90 UEGREE ANGLE AND WATER L1NES SHALL 8E MINIMUM OF 12'ABOVE TOP OF SANITARY SEVYER LJNES. 5. WATER UNES ARE SHOWN SCHEMATICALLY,CONli2ACTOR SHALL IDENTIFY EACH ANGLE AND/OR BEND THAT MAY BE REOUIRED TO ACCOMPUSH THE INTENDm DESIGN. 6. USE DETECTABLE METALIZED WARNING TAPE APPROXIMATELY 8'80.0W THE SURFACE.TAPE SHALL BE A BRIGHT COLOR AND IMPRINTED WITH "CAUTION-WATER UNE BELOIAr',CAlPICO TYPE 2 OR EQUAL FIRE PROTECTION NOTES: t. THE UNDERGRWND FlRE PROTECTION SYSTEM SHOWN ON 1HIS DRAWING IS SCHEMATIC ANO IS NOT INTENDED TO BE AN INSTALLATION DRAWING.THE U11UTY DRAWING IN THIS SET OF DOCUMENTS SHALL NOT BE USED AS A BASE SHEET FOR SHOP DRANANGS NAIHWT M6tITTEN APPROVAL OF THE ARCHI7ECT/ENGINEER. 2. THE UNDERGROUND FlRE PROTECTION SYS7EM INSTALLER SHALL PREPARE SHOP DRANANGS SHOWNING ALL INFORMATION REWIRm BY THE LOCAL FlRE MARSHAL,INCLUDING ANGLES,7HRU5T BIOdCS,VALVES,FlRE HYDRANTS, PIYa FDC's.BACKFLOW ASSEMBUES,FLEXIBLE CONNEC110NS, VAULTS,ETC. 3. SHOP DRANANGS�IALL BE SUBMITTED TO 1HE LOCAL FlRE MARSHALL,THE RATiNG AGENCY AND 7HE PROJECT MANAGER, ALLOWING 71ME FOR REVIEW AND ACCEPTANCE,PRIOR TO START OF WORK. 4. THE UNDERGRWND FlRE PROTECTION SYSTEM INSTALLER SHALL OBTAIN ALL APPROVALS AND PERMITS PRIOR TO ORDERING MATERIALS,FABRICATING SYSTEMS OR ANY INSTALLATION. 5. GENERAI CON7RACTOR IS RESPONSIBLE FOR VERIFlCATION OF ALL DIMENSIONS AND EQUIPMENT LOCATIONS.RISER LOCATIONS ARE SHOWN ON ARCHITECTURAL AND PLUMBING DRAWINGS AND ARE TO BE COORDINATID MATH ACTUAL FlELD CONDITIONS. 6. INSTALL MONITORED TAMPERSWITCHS AT ALL PIVS AND VALVES ON BACKFLOW ASSEMBUES. 7. CONTRACTOR TO USE CATHODIC PROTEC110N FOR ALL UNDERGROUND FlRE PROTECTION SYSTEMS.FlNAL LOCATION OF ANODES AND TEST STAliONS SHALL BE COORDINAlID WITH ARCH./ENGINEER.CONIRACTOR MAY ASSUME 11iAT THE TEST STATIONS NALL BE NAlHIN 10 FEET OF 1HE FlTi1NG/ITEM BEING CONNECTED T0. PAVEMENT SECTION: 1. SEE LANDSCAPE DRAWINGS FOR FLATWORK SECTIONS AND BASE REOUIREMENTS. 2. SEE STRUCTURAI DRAWINGS FOR BUILDING SLAB SECTIONS AND PAD PREPARATIONS. 3. ALL PAVE�IENT PREPARATIONS AND BASEROCK MATERIALS ARE TO CONFORM TO THE SOILS REPORT PREPARED BY TREADWELL AND ROLLO DATED 11 AUGUST,2003-PROJECT N0. 3718.01. SIGNING�STRIPING NOTES: 1, ALL SIGNING AND STRIPING TO BE PER CALTRANS STANDARDS UNLESS NOTES TO BE PER CITY STANDAROS. 2. AlL SIGNS FOR A�OTORIST DIRECTIONS SHALL BE METAL 1MTH BEADED REFLECTiVE PAINT.SUPPORTING POSTS SHALL BE 2 1/2'DIA.GALVANIZED PIPE CAST INTO A 10'DIA.BY 24'DEEP CONC.FOOTING.BOTTOM OF SIGN SHALL BE 72"ABOVE FlNISH GRADE,U.N.O. 3. WHERE THE FOLLON7NG SYMBOLS OCCUR ON 1}iE DRANANGS PROVIDE THE SPEqFlm SIGNING AND/OR STRIPING: �PROVIDE CALTRANS TYPE IV(L) (RSP A24A) �PROVIDE CALTRANS TYPE IV(R) (RSP A24A) �PROVIDE 1�WIDE X 10'LONG NMITE LJNE W/CALTRANS A24D STOP MARKER BASIS OF BEARINGS: �. THE BEARING XXXXXXXXOF THE CENTERUNE OF S7EVENS CREEK BOULEVARD, BETWEEN FOUND MONUMENTS,AS SAID BEARING IS SHOWN ON THAT CERTAIN PARCEL MAP RECORDm IN BOOK XXX OF MAPS AT PAGES XX AND XX, RECORDS OF SANTA CLARA CWNTY,WAS TAKEN AS THE BASIS OF BEARINGS FOR THIS MAP. BENCHMARK: 1. CITY OF CUPERTINO BENCHMARK NUMBER XX-XX. CONCRETE NAIL IN SOUTH END OF ISLAND NORTH OF STEVENS CREEK BLVD.AT INTERSECTION WITH WOLFE RD. ELEVA710N� XXX.XX LEGEND: EXISTING PROPOSED O �� -6"SS- -6`SS- -10"SD- -10�SD- -INT. INT. TV N - E E -10"FS- -10"FS- -i2"w- -t2'w- -PB PB G G FM FM SL SL -IRR IRR UNK UNK - X X JT JT G/H 0/H O O G4 ►� D4 N ❑WM OWA� "�-�( � � O O ■ iS +♦-E 9 O e D � � � � Q � � � CLEAN OUT TO GRADE SANITARY SEWER STORM DRAIN INTERCONNECT N/CABLE N ELECTRIC FlRE SERVICE DOMESTIC WATER SERVICE PAqFlC BELL NANRAL GAS FORCE MAIN STREET UGHT IRRIGATION UNKNOWN U11UTY fENCE JOINT TRENCH OVERHEAD WIRES FOUND MONUMENT WA7ER VALVE GAS VALVE WATER METER,VALVE BOX STREET L1GHT AREA DRAIN CATCH BASIN FlRE HYDRANT BENCHMARK COLUMN LJNE DESIGNATION DETAIL REFERENCE HAYBALES OR"DANDY BAG" EROSION CONTROL DEVICE ABBREVIATIONS: ew CO COTG DETECR E FG FL FN GM GPJ NB I.E.OR INV. LJP MON (R) RIM SDCB SDMH SERPOL SLBX SSMH STLT T TB (THR) TC TGCB nsx 7LSPOS TP TR � �vex 11M BACK OF WALK CLEAN OUT CLEAN OUT TO GRADE DETECTOR CHECK VALVE EXISlING FlNISH GRADE FLOWUNE FENCE GAS METER GROUND HEADER BOARD INVERT ELEVATION OR FLOWUNE OF PIPES LJP OF GUTfER MONUMENT . TO REMAIN GRATE OF CATCH BASIN, MANHOLE OR AREA DRAIN RIA1 ELEVATION STORM DRAIN CATCH BASIN STORM DRAIN MANHOLE SERVICE POLE STREET LJGHT BOX SANITARY SEWER MANHOLE STREET UGHT TRANSFORMER TOP OF BANK TO BE REMOVED TOP OF CURB TOP OF GRAlE CATCH BASIN lRAFFlC UGHT BOX TRAFFlC LJGHT SIGNAL POST TOP OF PAVEMENT TOP OF RAMP TOP OF SLAB,TOP OF SIDEWALK OR TOP OF STAiR 1v.eox TOP OF WALL STORM DRAIN MANHOLE SANITARY SEWER MANHOLE y'�� '��-�' PACIFlC BELL MANHOLE `n _��' '`,� SIGN l� �✓� .., � � � �- , . ... ., �� .. _ i J -�i��-.�i_ �r(:.��,��-- `t�-aDC�-v�j �Pi ��'!)�s 't��o�L/V��'�' /��C��vJr./ �+iGiJiA�lld+��,3�,.-%�J.�7.J64NJe1iin�� $B:7a .r-; � Q�1� ��i�g�.,�r:'?�=;`��-- f v[� ��7e `�*°:.~;:�a:;i�, � ...,.r �;:s:+a59tf 4�' 0 BKF ENGINEERS � c � M � n � o, rn a �� 4i O��m ��$�� mm �N �g � � � � � . ��' Q Z � O L�.. J Q U i Z O Nw � J ° W Q � � � U J waWZ a oN � Z O Z � � w i U � m � o � � ' � i � � � � 3 � C-3 3 � 8 lx i 'e� ._�j 's`�_ •�,,;_,—=i,e-'� —.',,.r,�,:`' �,j:. ��.�. �.I - :�. P.C.CanaN• '�' .�•? GI.FrrM .J �:.: .�� ,�.., .•�� :. :t•4-�.� ..-,�--�'-�.r'—�J,�?: pLAN � SECTION STANDARO 24" FLAT GRATE �ROF �N�ET CITY OF CUPERTI A L :�'�/ �� n ---'� , , �, , � a L�L � �. wew e•e w. in• �w� __i�_ _ ��0 I ��1�'� . 9ECTION . curte wnNtt ' SECTI011 A.�mr+YN mnaM�be+ . _NOTE° fram� dlmaisbns mo� _ v�wttA th! oPDreval � � of tM City EnqlnNr. -- e-----� _-_._----1 ' . ,� - ------'1 �� a r.. �r». �..� s M o c l �� '• � r � . O�� n L ��. O C �' J 1 T'"_� 1 O O I �� oc.�i '• O O I �� o�i �� sEer,an e-e ------- 1� --�-- �I � _ , �7" �' _�.__I'__ _ fi— , !�� Tt�/= � _ ��,• �»��-� :, sernor s-� WlTA�LpTqN SNONINO &iATE OET/il. BTA�lf1AOf� nono wi FT _CUR9 �PENING � CITY OF CUPERTINO p�,, �; /e 3—Z. _CONCENTRIC MANHOLE 8°Ie�!" 7fPE NOTF3: Yvter aN yrtW te mntara b S�C1ion 8!�SfCI�SIO.SV/CN�m1{OM. wonha.fowrexe.w�M d� C1TY OF CUPERTINO ��p eY� STANDAFtO OETAILS � .wie./e....w w.�.wx. ..sw � �'-�--1' � j� ?'-w ' ` ` Povemer,t ilust T �•�. � ; `\ �. 5' 7' w�oriob�e ,r,!h gutter R��r R1Y/:• �— 14" . � 1r �� . , 1 R.t/2/ po . � � '• •r po . 8^ . , O • —! �°0800 °`e—.�,°—°c°a — L '4" Closa II Ag;.base� A1-6 A?'6 �� t�' S" it�• z4" -�- \ .�, � . ' 8" \ /. 1 •R ��' •Rr�/T g� rY or varioble —' ! ,a• :� ,;� t Rr�I2/ o0 � � • p g�a• •u�e,J o �Q 00 8 �� A��• 4" C,ass II Agg.base= �� 1.00' � 3w�2^ za 4�0.08 I R��/(�_ � Lc� ve!Li�t\0.33' . • �� N B Ra1Z . � � � 7.33' I� �z, � R�7(7'� Ei . �--� R:1/3• p� TYPE E(MOUNTABLf DII�) � o 0 4' Class II Agg. bose � �„ i t T�,.� ,'� ��_�--� � � 6" R'1��" ��q' �' ry i m 6" R t/i� �/4• _� �' � .1— —�- i i•. T��a �Z- c��«t 1/2�bnqiiudinal bar�.Surfoc� DCTRUDED CURB ��2�dowl•minlmum r ie��n,+•�� A.�, eiKE � �p A3-6D - STANDARD CURB SECTIONS REVISJ 3� CITY OF CIiPERT1N0 qpp�OVED BY ATE: 1-76 STAN�ARD CETAILS ___C� f !N -rn uo[n.:�v ew ww..m ew�rro uamwrr m.�-a.eYUnan rr:�rE5 lo Iw 4+Nn OvCOM1TE J�SIe:�Y So1M�t✓NmM mw N 0�4�1�0 nml T-:M aiH ScF�t�r�TqNm'��bn�mn,mWn��h�(iiE Ne4mmw�� KE�:X4.T(aC.'t. `�.R�vilicRrp��q1T51'ST!M:SNT?�5!K:�.M�V!'Rtf 5EE nJ1E��) FADtTY'.M wR�.W a•�F.hWE P W'Y.�E 54'E�Y RMtl+n loq.�r.]hw'.aT3w4r F3:kannwr Trw4n�I5yY�.n )�0 M4:P.'IU5 MT II£CE:�HY.lc'_�TR`J.1M_"�P I_�r:RA�E.61FD wTiWnYT,LaM:��[wv.nMM0.Mtu!rrw.asvY w MTHtiablcFw:E4:Mf/:FRES:JM�N4AVJL� OMt:fthSGCOfk«L'ip4Cn��eerNaFM�M•r0'TE:Nabrt^.nelw�v _ -,cwy�my+.ie.:renn.nv,�x•..+a•nwsirron+r.,r�wv.aa�n `•� 3 M'�SPEM'rvAIEFF•<.k�1C'CVluYlelL?F:A:PCSf:Ral� !N°':GRTS[M*R1'IISCiiRP.�iLSECM.x�un41BE L� 1 C:� BYFJLLSC Et/bJ+/1'Me'/IEE144Rf:;PMN�f�MTa sr�u.¢�r.nnnECn�rr'r,HSrowrnw.rev .sv.�r.wr�uwcev=co+a�rracr�nsa�n:��s.nrocrej '3'.1��•r]HSNA+EP`i�lF>K Fli'E"PFNYY.:4�4..i g•aC11?'XE.NShfV'7C3^lN�.. 3E_OM_0._C T11E_�M_C�I��E�"+4 N'PR!4G F�:E i —� 1,wlf5 iM:L W..'i�•�0[M:FlW(MNiiIF I�4�Ka�f4�ai Ky�,�r��i0 EK!EFU•HE ttcFJ.ivFi�t clM'�FA�F PLAN VIEI�/ s s.vrsw.nrsa�HY:�w,�K::wu�r.ruxv.�urc�:.voa�c LW:iV fl iC!q.('Vi:.U.�N:."'lCS.IAF�l'RWl N�U3�JV.. 6£N?,�,M'ERT'sN1�11CGti'uM�LL2E�tT1�;,}IAEppt'ATJft. i.rFC StE Wt•6E:W�l_ER rM1Ni Tr�E NAVF.M GM�I/CKti�Jli TNtT4-Mk.;fSSR�R.N1%ONGYF.�li_ e.MMiuW PM rG x:vFA�0�5'A^�'.E w'i�R°'..Vi� CE:�!::T�::iMvAfNNP�,','lM�EiEk�:GH'n.�f��ri'ELN . STM�.^.MTOt Y".UT W�5 FCF N!E i�E�,cK NF�RW.T�eI. .�_L��1�n �� 1 �. 9 fiJ!1:iN5Eiy�K_1.0'PEfFa'OnN.�.EC�RM'�!tTIR`JF 1 1 c�rt.a5L2-o•wcnmrOn '� �. �:IITEF:u�l:cw�veurs '�'�--___._* c]�ta:�.lf.'fP6ii D -- --y, I f j 11 '� '0✓M1M�LEFAPW_S4M.C�`EicS��F'_L"i'M11�5:'ST'-Ja.��T M:T�L��G S:V!SMAYYVjHnvEAf.AAiE'?N.E(!:OYFF(N•�" I� J. 1 � j' �ai+.i. i�, � ! .I :i.wm:r�TOaawwee.av�rr.uN��=anviee�rn�a wierF+n- �I- I j I F�IiCNFN� I:_ ��I `Mk Hyti4'1 {� � ...... � ��`�� •1.FiVi:@RRVIK'2y��rEC.iTOP0.(�Y.tT�FiOLLT:"J11i. Pi�T�.46^CF1�1`�tJ5F/.i:�F6i.qGV"1:41EIs+T�'A!dEM. h----__" I I•F------' LNf.11:_H.FUiW4}•i1�31•b i i � �� ! � I 1 �I I ' 11 I �-___.'__ � :A'__.'_.'_-� �CY i I I I � j � ;� �------ �------ a -------- �----=--� LEFT SIDE VIEW �EVATON VIEW � ASSEMIBLED VIEW �y��, M�� r�r r�rtar rrv�w ryv�r o.pen �ov.o�. M,w�.�►q. 7YPICAL DETAIL WITH SIZING TABLE TrMtrnwM dtre�Rimto Dl�ano�Rim Mlav M�f MM�men ppm ! "1o0i1 01n"rp0j wa.��. a�.w.sm,,,, �,mw� p,,.re,� u�eor,wn °�""�PD� STORMWATER TREATMENT SYSTEM wo � � � ��p VORTSENTRYtlHS usFa:er+raerc�He � mm efs U� II m R m R mm fl m in mm �`��/� �� ;�_ �b�� '� Mflt 1 12W 1.I0 7�A 1�30 l.i1 0.00 18J 7.00 !00 lOD 1.7i H !00 �� :x+:.w��ce Nan e �eao an �a.s �e.ae s.oe e.ss zae sa eoo s.au i.ea x aoo Nsas e Nao aio z�.� m.a¢ e.x aso zsa �t� eoo a+> >.es w �soo 57pI0Nyyq79t �e:� �„e 5_ cLF NK.r.v:NS�"fR FOR INFORMATIONAL PURPOSES ONLY-NOT INTENDED FOR CONSTRUCTION m�rrr.e.r,m,,, _K;e ,n;n; SWAIE BACKFlLL MIATERIAL TO MEET DRAINAGE INTENSITY AS SPECIFlED BY GEOTECHNICAL ENGINEER �X� "':�C%�Z'�� . � . ._. .�� s 2 3 TABIE'A' AsiAentld Sinql� DwMe S1nqN Fomly 16' �2� ►WILF�� 1s' 44' Ona Mar Tro Moy . Ca�m�raol mM 20' min 32' maz 32' �Rµ' 1neu�trlal mh 24' mM 76' mnz J6' rtws 4E' P MENCENED PLANE � � � JpNT OR CUT ��, JqNT�/8'M1DE� � q Y DEFV a+e'o.G. � �P�.' \ SIDE�'1ALK� '�i';� •►*i'e'�/. ;. �9DEWALK�" �S �\ /P f:,:•. �1►i'6�3* ��*� v ::.w:,i:... . .,,�4 f. :� NOTES: . . I, Ca�ent�drivevcys not mmdalory in . ;nduilrid xon�w1+a�+sidewaMw not eon�truetad. 2. S�xe mafk■not to s�eeeA 4=��•�s T� . m�clfonled xpaota o��Y a Fl�i.n co e.wor�etien r�ia, 4. �YRdk�tor�repb�ed whm nn driM- i S. EAq�of drtv�ray thml be a minimum ol . 4'kom proparty IYN. 2' g• Povwn�nl to be 11uah�fth Iip of g�.Vp 6' mrcid a Indu�triol 'qutlr_ � 3 redd�nUd ��,�� • •+Q 4' GAgg. 'e� '�� m�matMd wkh a � 93%rdath+compactbn seenow R-n DRlVEWAY DETAIL-MONOLITHIC SIDEWALK RENSfD July 2007 arr oF cua�nNO „� cA , O �_21 STANDARD OETAILS CITY ENG!NE W g S 4' MINIMUM 6' �� 0 BKF ENGINEERS 6�PERFORATED� PIPE � U MIRAFl M140 � FABRIC z BACKFlLL MATERIAL AS APPROVED � � �I� C�C BY GEO'TECHNICAL ENGINEER DRAINAGE PIPE ! � �O� VE�TATED S NOT TO SC LE ��. �l��Q?=D /'�,��?�' DizO^ti:°4S9�t�Sil "0��0�� :13'��i��3�D��ad�w-��;'�d t�� ,${!t �+ 1 � �s��..�a�d'7�o� � _ ilrtP ,�+ , �w�.i3,L:•2'.'�a�� _ � o � � � � � �, O1 Q.' �Ol O1 pOyj I I �0�� O � 'mm ��g� � � � � � . ��' Q Z � � � J Q U � Q � � NyZ � O ZWJ � NaQ � = Da wa Z a � V O Z F � W a. � �1 � °' ' _ � = O � � � winq Number. C-8 � �F 8