Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
221115_Resolution 18735 Tentative Map to Create Condominium Lots
CITY OF MOUNTAIN VIEW RESOLUTION NO. 18735 SERIES 2022 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MOUNTAIN VIEW APPROVING A VESTING TENTATIVE MAP TO CREATE UP TO 18 LOTS, UP TO 1,900 RESIDENTIAL CONDOMINIUM LOTS, AND UP TO 140 VERTICAL SUBDIVISION LOTS IN A 40-ACRE MASTER PLAN AREA GENERALLY LOCATED ATTHE NORTHEAST CORNER OF ELLIS STREET AND EAST MIDDLEFIELD ROAD AND NORTH OF WEST MAUDE AVENUE BETWEEN LOGUE AVENUE AND CLYDE AVENUE WHEREAS, an application was received from Google LLC for a Vesting Tentative Map to combine 14 existing lots and create up to 18 lots (comprised of four parcels for public parks, two parcels for affordable residential buildings, two parcels for district parking structures, five parcels for office buildings, and five parcels for mixed -use residential buildings), up to 1,900 residential condominium lots, and up to 140 vertical subdivision lots in a 40-acre Middlefield Park Master Plan area (Application No. PL-2021-121); and "`' WHEREAS, on October 19, 2022, at a duly noticed public hearing, the Environmental Planning Commission, acting as the Subdivision Committee, considered this request and recommended the Vesting Tentative Map be approved subject to the attached conditions of approval; and WHEREAS, on November 15, 2022, the City Council held a public hearing on said request and received and considered all evidence presented at said hearing, including the attached conditions of approval; now, therefore, be it RESOLVED: pursuant to the Subdivision Map Act, that the City Council of the City of Mountain View finds: 1. A Supplemental Environmental Impact Report (SEIR) was prepared for the project in conformance with the California Environmental Quality Act (CEQA), which the City Council by separate resolution certified and adopted, required CEQA findings in relation to all in accordance with CEQA. Analysis in the SEIR determined there are certain significant effects on the environment that would result from the implementation of the proposed project, and the identified mitigation measures which, when implemented, will substantially lessen or avoid the significant effects on the environment caused by the proposed project, with the exception of the significant unavoidable impacts for air quality for which no additional mitigations are feasible to reduce to less -than -significant. -1- Resolution No. 18735 Page 2 of 47 2. That pursuant to Section 66473.5 and Subsections (a) and (b) of Section 66474 of the Government Code, and Section 28.2 of the Mountain View City Code, the City Council hereby finds that the proposed subdivision, together with the provisions for its design and improvement, is consistent with the General Plan and the East Whisman Precise Plan, including the applicable General Plan Land Use Designation of East Whisman Mixed -Use and High -Intensity Office of the City, and including all required elements therein applicable to said property. 3. That pursuant to California Government Code Section 65864, et seq., and City Code Sections 36.54 to 36.54.40, the Developer has requested a Development Agreement (DA) to implement the Middlefield Park Master Plan, which includes this Subdivision Map, and which the City Council will concurrently review and consider under a separate ordinance. If adopted by City Council, the DA includes terms which relate to the vested rights under this Vesting Tentative Map; and be it FURTHER RESOLVED: by the City Council of the City of Mountain View that the Vesting Tentative Map is hereby approved subject to the subdivider's compliance with all of the conditions of approval, attached hereto and incorporated herein by reference. TIME FOR JUDICIAL REVIEW The time within which judicial review of this decision must be sought is governed by California Code of Civil Procedure, Section 1094.6, as established by Resolution No. 13850, adopted by the City Council on August 9, 1983. -2- Resolution No. 18735 Page 3 of 47 The foregoing resolution was regularly introduced and adopted at a Special Meeting of the City Council of the City of Mountain View, duly held on the 15th day of November 2022, by the following vote: AYES: Councilmembers Abe-Koga, Kamei, Lieber, Matichak, Showalter, and Mayor Ramirez NOES: None RECUSED: Vice Mayor Hicks ABSENT: None ATTEST: APPROVED: (2 JAVIXx GJAI�L HEATH R GLASE CITY C RK LH/6/RESO 823-10-19-22r-3 LUCAS RAMIREZ MAYOR Pursuant to Mountain View Charter § 709(b), I do hereby certify that the foregoing is an original or a correct copy of the Resolution passed and adopted by the City Council of the City of Mountain View at a Special Meeting held on the 15th day of November 2022, by the foregoing vote. City CI6r City of ountain View Exhibits: A. Subdivision Conditions of Approval B. Vesting Tentative Map -3- Resolution No. 18735 Page 4 of 47 Exhibit A SUBDIVISION CONDITIONS OF APPROVAL APPLICATION NO.: PL-2021-121 MIDDLEFIELD PARK MASTER PLAN NOTE: For the following conditions, "building permit" refers to all permits issued by the Building Inspection Division for construction of the project, excluding permits for demolition and grading activities. Additionally, all references to Project Conditions can be found in Exhibit A to Resolution No. 18734, and references to Procedures can be found in Exhibit B to that same resolution. 1. PHASED FINAL MAPS: Multiple final maps may be filed prior to the expiration of the Vesting Tentative Map. Subdivision Conditions of Approval must be satisfied for the scope of work associated with the submitted map or as listed in the associated subsequent zoning permit. For example, public improvements shall be satisfied for the parcels shown on the applicable final map and improvements outlined in the Subdivision Conditions of Approval for the development phase. Additionally, fees shall be paid based on the buildings and improvements entitled on the parcels included on the applicable final map. 2. MAP SUBMITTAL: File a final map for approval and recordation in accordance with the City Code and the California Subdivision Map Act prior to the issuance of any building permit for the property(ies) within the subdivision. All existing and proposed easements are to be shown on the final map. Submit two black -line electronic PDF copies of the final map to the Public Works Department for review together with all items on the Map Checklist handout concurrent with the submission of the Off -Site Improvement Plans. 3. MAP DOCUMENTS: Prior to the approval and recordation of each phased final map, submit a subdivision guarantee, County Tax Collector's letter regarding unpaid taxes or assessments, and subdivision security if there are unpaid taxes or special assessments. 4. SOILS REPORT: Soils and geotechnical reports prepared for the subdivision shall be indicated on a final map. Submit a copy of the report with the first submittal of a final map. As required by the State Seismic Hazards Mapping Act, a project site -specific geotechnical investigation shall be conducted by a registered soils/geologist identifying any seismic hazards and recommending mitigation measures to be taken by the project. The applicant's registered soils engineer/geologist shall certify the project complies with the requirements of the State Seismic Hazards Mapping Act. Indicate the location (page number) within the geotechnical report where this certification is located, or provide a separate letter stating such. FINAL MAP APPROVAL: Each final map shall be signed and notarized by the owner and engineer/surveyor and submitted as an electronic PDF to the Public Works Department. In order to place the approval of the applicable final map on the public hearing agenda for the City Council, all related materials and agreements must be completed, signed, and received by the Public Works Department 40 calendar days prior to the Council public hearing date. After City Council approval, the City Engineer will sign the map. The applicant's title company shall have the County Recorder's Office record the original and shall provide a Xerox Mylar copy of the map to be endorsed by the County Recorder's Office. The endorsed Xerox Mylar copy and an electronic PDF shall be returned to the Public Works Department within one week after recording the final map. SUBDIVISION FEES: Pay all subdivision fees due in accordance with the adopted fees in effect at the time of payment, which must occur prior to the approval of a final map. This is a standard City processing fee. MAP PLAN CHECK FEE: Prior to issuance of any building permits and prior to approval of a final map, as applicable, the applicant shall pay the map plan check fee in accordance with Sections 28.7.b and 28.6.b of the City Code per the adopted fee in effect at time of payment. An initial map plan check fee shall be paid at the time of initial map plan check submittal per the adopted fee in effect at time of payment. This is a standard City processing fee. LH/6/CDD 823-10-19-22SD Page 1 of 9 Resolution No. 18735 Page 5 of 47 8. PLAN CHECK AND INSPECTION FEE: Prior to issuance of any building permits and prior to approval of a final map, the applicant shall pay the plan check and inspection fee in accordance with Sections 27.60 and 28.8.10 of the City Code per the adopted fee in effect at time of payment. This is a standard City processing fee. TRANSPORTATION IMPACT FEE: Prior to issuance of any building permits or approval of the final map, the applicant shall pay the Transportation Impact Fee for the associated new development included in each building permit. Residential category fees are based on the number of units. Retail, Service, Office, R&D, and Industrial category fees are based on the square footage of the development. Credit is given for the existing site use(s), as applicable. This is an impact fee and subject to the adopted fee in place at time of payment; except with approval of the Development Agreement (DA), when the fee is subject to the provisions of Exhibit I of the DA. 10. PARK LAND DEDICATION ACREAGE: The maximum development program in the Master Plan requires a park land dedication of 9.12 acres, based on 1,520 market -rate residential units at a required acreage per density of 0.006. To meet this obligation, the applicant shall: (i) obtain a park land credit for a privately owned, publicly accessible (POPA) open space per Subdivision Condition No. 12; and (ii) dedicate land to the City for park and recreational purposes prior to building permit issuance and prior to approval of the final map for each development phase as listed below: Development Phase of Referenced Name/Parcel Size in Square Feet (Acreage) Land Dedication Gateway Park — Parcel Park 4, and Gateway Park: 21,588 sq. ft. (0.5 acre) Phase 1 Irrevocable Offer of Dedication of and Bridge Open Space — Parcels Bridge Open Space: see next row Park 1 and 2 Bridge Open Space— 25,872 sq. ft. + 33,598 sq. ft. = 59,470 sq. ft. Phase 2 Parcels Park 1 and 2 (0.59 + 0.77 = 1.36 acres) Phase 3 Maude Park— 222,392 sq. ft. (5.11 acres) Parcel Park 3 Total Land Dedication _r 303,450 sq. ft. (6.97 acres For Reference Only (Not a Dedication) Total Ac: 125,017 sq. ft. (2.87 ac) Phase 1 & 2 POPA Open Space Credit Ac (75% of total): 93,763 sq. ft. (2.15 ac) TOTAL PARK LAND 397,213 sq. ft. (9.12 ac) 11. PARK LAND DEDICATION PROCESS: Dedicate and convey in fee a total of 303,450 square feet (approximately 6.97 acres) of public park land in accordance with Chapter 41 of the City Code. Due to the infill nature of the phased development, the Master Plan will not fully meet park land requirements per development phase through land dedication and will be required to satisfy an interim obligation of equivalent compliance, as follows: (i) the applicant shall submit a letter of credit to the City for the deficiency in park land in equal value to the Park Land Dedication In -Lieu Fee in each phase of development. The Park Land Dedication In -Lieu Fee (or letter of credit amount) is subject to the fee noted in Subsection b. below and must be provided to the City prior to issuance of the building permit generating the associated park land requirement. The City shall retain that letter of credit until such time the obligation is met or is adjusted with a reissued letter of credit, based on incremental land dedication provided per development phase; or (ii) the applicant shall provide an irrevocable offer of land dedication for park land in an earlier phase of development as an interim obligation until such time the land can be dedicated to the City. Park land dedications shall follow the City's land dedication/conveyance requirements in Procedure No. 15. a. Dedication Timing: Each parcel for dedication of park land is to be conveyed in each development phase consistent with this condition, Subdivision Condition No. 10, and, with approval of the Development Agreement (DA), in accordance with the provisions and Exhibit G, Table G1 of the DA. LH/6/CDD 823-10-19-22SD Page 2 of 9 Resolution No. 18735 Page 6 of 47 b. Park Land Dedication In -Lieu Fee (Letter of Credit amount): When necessary for interim compliance, the applicant shall pay the applicable portion of the Park Land Dedication In -Lieu Fee (Park Fee) with a letter of credit, based on the number of net new market -rate residential units included in the applicable building permit. The total Park Fee is based on 1,520 market -rate units at $63,000 for each net new market -rate residential unit with a project total fee of $95,760,000, based on a land valuation of $10.5 million per acre and a required acreage per density of 0.006 in accordance with Chapter 41 of the City Code. The letter of credit is required to be provided to the City prior to issuance of the building permit generating the associated park land requirement. With approval of the Development Agreement (DA), this fee is subject to the provisions in Exhibit I of the DA. C. Required Site Preparation and Remediation: All site preparation and remediation activities for land to be dedicated must occur in accordance with the City's land dedication/conveyance requirements. Any demolition or building permit that is necessary for any site preparation requirements as part of the City's land dedication/conveyance requirements can be issued at any time. 12. PARK LAND CREDIT —PRIVATELY OWNED, PUBLICLY ACCESSIBLE (POPA) OPEN SPACE, ALTERNATE PROPOSAL: Per Chapter 41 of the City Code, this project has been approved with a credit toward the park land requirements of the Master Plan development. Specifically, the approval includes a 75%credit on the value of the land dedication, or Park Land Dedication In -Lieu Fee, for providing up to a 2.87-acre privately owned, publicly accessible (POPA) open space alternate proposal, consistent with the term and maintenance requirements per Section 41.11.a.3, the alternate proposal objectives of Section 41.11.a.2.b, and the general requirements in Subsection 41.11.a.2.a of the City Code. The conceptual POPA design is included in the approved Master Plan to be further refined through subsequent zoning permits for each phase of development adjacent to the POPA (Phases 1 and 2). Credit for the resulting POPA design will be issued with verification of design compliance with each subsequent zoning permit and upon construction completion per Subdivision Condition No. 13. 13. PARK LAND CREDIT—POPA PUBLIC ACCESS COVENANT, AGREEMENT, AND DEED RESTRICTIONS (POPA AGREEMENT): The applicant shall execute a Public Access Covenant, Agreement, and Deed Restrictions with the City for the privately owned, publicly accessible open space shown on the Vesting Tentative Map (POPA Open Space), which: (a) provides the POPA Open Space as accessible to the public for passive and active recreational use in alignment with City park hours; (b) allows extended hours for public passive and active recreational use in the designated portion of the POPA Open Space (which includes the plaza and portions where ground -floor commercial space and active frontages (as defined in the Precise Plan) in buildings located on Parcels R1 and R2 front the POPA Open Space) until 9:00 p.m. on weekdays and 10:00 p.m. on weekends; (c) identifies the multi -use pathway(s) in the POPA Open Space and access to the VTA station entrance/exit from Middlefield Road and from Ellis Street to be unrestricted and available for public access at all times (Subdivision Conditions No. 21 and 22 refer to separate public access for the multi -use pathways); (d) describes the owner's maintenance responsibilities; (e) sets forth procedures for future modifications or upgrades to the POPA Open Space; and (f) provides compliance requirements. With approval of the Development Agreement (DA), the POPA Agreement shall also include City use of the plaza and Ellis Community Pavilion/Fairchild Barns building per the provisions in the DA. The POPA Agreement shall be in a form acceptable to the City Attorney, recorded, and run with the land. The recorded document shall provide indemnification of the City for liabilities arising out of activities on the land and use of the POPA Open Space, except to the extent caused by the gross negligence or willful misconduct of the City. All documentation for the POPA Agreement shall be submitted to the Planning Division at initial building permit submittal for the first phase of development that includes the POPA Open Space. The POPA Agreement must be executed prior to issuance of a building permit and/or final map for that first development phase with the POPA Open Space and will become effective upon construction completion of the POPA Open Space. 14. STREET DEDICATION (STREET WIDTHS): Dedicate a public street easement on the face of the final map to widen the public streets as noted below to meet minimum required half -street widths from the centerline of the street, including the cul-de-sac dimensions, as required by the Public Works Director and consistent with the East Whisman Precise Plan. LH/6/CDD 823-10-19-22SD Page 3 of 9 Resolution No. 18735 Page 7 of 47 Public Street Additional Width Required Half -Street Width Required Middlefield Road 4' 54' Ellis Street 4' or 9', depending on existing conditions 49' Logue Avenue 2' 37' plus dimensions of cul-de-sac Maude Avenue 2' 37' Clyde Avenue 2' 37' 15. STREET DEDICATION (MIDDLEFIELD ROAD): The exact location of the street easement dedication along Middlefield Road shall be based on the final design of the Valley Transportation Authority (VTA) bus stop, midblock crossing, and any other associated upgrades at that location, and may shift or modify in dimension along Middlefield Road from what is shown on the Vesting Tentative Map. Final details are to be determined as part of the development of the adjacent private property by the City and VTA and included in subsequent City permits for the associated development phase. 16. STREET DEDICATION (LOGUE AVENUE): Dedicate a public street easement on the face of the final map to accommodate stormwater treatment areas along the northern extension of Logue Avenue. 17. STREET CORNER DEDICATION: Dedicate a 30' radius public street corner return easement on the face of the final map, at all intersections where a 30' radius arc is not already provided from the property line, as required by the Public Works Director. 18. IRREVOCABLE OFFER OF DEDICATION (CONTINUATION OF LOGUE AVENUE): An irrevocable offer of dedication shall be recorded for the area of land north of the new Logue Avenue cul-de-sac to the terminus of the northernmost project boundary, in order to extend Logue Avenue a complete width of 74'. This is to allow for the future street extension of Logue Avenue. 19. DISTRICT SYSTEMS MASTER ENCROACHMENT AGREEMENT: If the applicant elects to implement the optional district systems, the district systems infrastructure shall be permitted to be located within certain portions of the public right-of-way and City - owned parcels with the execution of a Master Encroachment Agreement (MEA), between the City and applicant, in a form acceptable by the City Attorney. The MEA shall be prepared and provided to the applicant as part of the City's response to the first zoning permit application, which includes the district system and the District System Implementation Plan, as described in Appendix L of the Middlefield Park Implementation Plan. The MEA shall include the terms in Exhibit N of the Development Agreement (DA) and be executed prior to approval of a final map incorporating the district systems, and prior to issuance of the associated building permit that includes the district system infrastructure. With approval of the DA, the terms and provisions of the district system and MEA (Exhibit N) in the DA apply. 20. DISTRICT SYSTEMS ENCROACHMENT LOCATIONS: Subject to execution of the Master Encroachment Agreement (MEA) and subsequent City permits, the district systems will be permitted to encroach a total of approximately 15,000 square feet into certain portions of Parcels Park 1, 2, and 3, as shown on the Vesting Tentative Map. Multiple crossings (perpendicular and nonperpendicular) of the public right-of-way on Logue Avenue, Clyde Avenue, and Maude Avenue are permitted to allow for a continuous district system. No encroachment may limit, interfere with, or prevent the City's development of a future above - grade bicycle and pedestrian bridge over the VTA light -rail tracks or be inconsistent with the MEA. This condition and the Development Agreement (Exhibit N), if approved, have been agreed upon by the City and applicant in good -faith based upon the Bridge Feasibility Study (entitled "Structural Design Memorandum East Whisman Bicycle/Pedestrian Crossing," dated September 13, 2022, and prepared by Biggs Cardosa Associates Inc.), which was funded and managed by the applicant and reviewed by the City and conceptually demonstrates infrastructure for an aboveground bridge and a district system encroachment can reasonably be accommodated on the space available in Parcels Park 1 and 2. LH/6/CDD 823-10-19-22SD Page 4 of 9 Resolution No. 18735 Page 8 of 47 I 21. PUBLIC ACCESS EASEMENTS (MULTI -MODAL CONNECTIONS THROUGH SITES): Prior to issuance of any building permits or approval of the final map per development phase, the owner shall dedicate public access easements (PAE) on private property for multi -modal connections as shown on the Vesting Tentative Map, the East Whisman Precise Plan, and as identified in Subdivision Condition No. 22. The dedication shall be per the City's standard form and provide that: a. Public access shall be granted for nonautomotive use at all times, which in some locations may be within private service streets or an emergency vehicle access lane; b. The owner shall maintain, inspect, and monitor the PAE improvements in good order, condition, and repair and in compliance with the Americans with Disabilities Act (ADA); C. The PAE shall run with the land and be binding upon any successors; d. If the owner fails to abide by the PAE, the owner agrees to pay all reasonable costs and expenses incurred by the City in enforcing the performance of such obligations; and e. The owner agrees to defend and hold the City and the City's officers, employees, and agents harmless from any liability for damage or claims for damage for personal injury, including, but not limited to, death and/or property damage caused by negligent acts, errors, or omissions in the performance of services or operations under the Dedication, including maintenance operations performed on the PAE by the owner or the owner's contractors, subcontractors, agents, or employees. A legal description (metes and bounds) and plat map (drawing) of: (i) the owner's property; and (ii) the PAE area shall be prepared by the owner in accordance with the City's Legal Description and Plat Requirements and submitted to the Public Works Department for review and approval. The legal description and plat must be prepared and stamped by a California - registered civil engineer or land surveyor. Associated improvements within the PAE (PAE Improvements) shall be constructed by the owner and approved by the City. 22. PUBLIC ACCESS EASEMENTS (MULTI -MODAL LOCATIONS AND WIDTHS): Public Access Easements (PAE) shall be provided at the multi -modal connection locations with the minimum widths indicated below, in accordance with the East Whisman Precise Plan. LH/6/CDD 823-10-19-22SD Location in Master Plan Type of Connection Minimum Width of Public Access Parallel to VTA Tracks in Emergency Vehicle Access/ Width required by Fire POPA Open Space Multi -Use Path Code, but no less than 14' Between R1/ Residential Paseo 10, R2 Buildings Between R2/ Service Street/ 46'/14' 01 Buildings Nonresidential Paseo North/West side of 02 Service Street on North/ 46'/14' Nonresidential Paseo North of 03/04 Service Street 46' Between 03/04 Multi -Use Path 14' Between R3/R4(a+b) Service Street/ 46'/14' Multi -Use Path Between R4(a+b)/R5 Service Street/ 46'/14' Multi -Use Path North of P1/05 Service Street/ 46'/14' Multi -Use Path South of P2 Multi -Use Path 1 14' Page 5 of 9 Resolution No. 18735 Page 9 of 47 1� 23. FRONTAGE PUBLIC UTILITY EASEMENT DEDICATION: Dedicate a 10' wide public utility easement (PUE) along project street frontage(s) on the face of the final map for such use as sanitary sewer, water, storm drains, and other public utilities, including gas, electric, communication, and cable television facilities, as required by the Public Works Director. Joint utility boxes orvaults are not allowed to encroach into the public sidewalk and must fit either entirely within the landscape strip or within the PUE. The property owner(s), commercial owner association(s), or homeowners association(s) shall maintain the surface improvements over the easement and must not modify or obstruct the easement area in a manner contrary to the intent of the easement. The dedication statement shall specify the PUE shall be kept free and clear of buildings and other permanent structures/facilities, including, but not limited to, the following: garages, sheds, accessory structures, and storage structures; balconies and porches; retaining walls; C.3 bioretention systems; and private utility lines running longitudinally within the PUE. Exceptions to these PUE requirements may be considered by the Public Works Director in conjunction with the review and approval of subsequent zoning permits, Off -Site Improvement plans, and/or building permits for the development phase of the project. 24. UTILITY EASEMENT AND APPROVALS: Dedicate utility easements as required by the utility companies and as approved by the Public Works Director. All street and public service easement dedications are to be shown on a final map, including information indicating whether said easements are to be dedicated on the final map or by separate recorded instrument. The subdivider shall submit two copies of the map to PG&E, AT&T (SBC), and Comcast for their review and determination of easement needs. The public service easement dedications must be approved by the utility companies prior to approval of a final map. 25. PUBLIC UTILITY EASEMENT: Dedicate a public utility easement on the face of the final map or by separate recorded instrument, as required by the Public Works Director, at: a. 14' in width south of the PG&E easement located parallel to the northernmost property line of the Master Plan; and b. 10' in width on the south side of Parcel R6. 26. PRIVATE UTILITY AND ACCESS EASEMENTS: Dedicate private utility and/or access easements on the face of the final map or by separate recorded instrument, as necessary, for the common private streets and utility improvements. Private Utility and Access Easements will be dedicated along the private service streets on Parcels 02, 03, 04, and 05/P1 and in the service streets/paseos on Parcels R3/R4a/R4b/R5, along with other locations as determined during the review and approval of subsequent zoning permits. 27. PRIVATE TRASH, UTILITY, AND DRAINAGE EASEMENT: Dedicate a 46' wide private trash, utility, and drainage easement on the face of the final map, or by separate recorded instrument, at all locations where a private service street is located on more than one parcel, as occurs in the following locations: Parcels R2/01, Parcels 03/04, Parcels R3/R4a/R4b, Parcels R4a/R4b/R5, and Parcels 05/P1. This easement can be used to satisfy the requirements of Subdivision Condition No. 26. 28. EASEMENT AGREEMENT (VERTICAL SUBDIVISIONS): At the discretion of the City, a final map with a vertical subdivision may require execution of an easement agreement between each vertical -parcel owner within the same building, which shall include and stipulate all the provisions of ownership, shared access, improvements, repairs, replacement, maintenance, inspections, code compliance, and operations of the parcels, including shared facilities and/or common areas, such as, but not limited to, storm drainage system, roof structure, parking, trash, and recycling, etc. The easement may also require a single point -of - contact for all communication between the City and the vertical -parcel owners for matters, including, but not limited to, annual inspections, a single operational permit for hazardous materials and safety, immediate life safety violations or actions, emergency access, and emergency system shutdown by the City's Fire, Building Inspection, Public Works, and Police personnel. This easement agreement shall be executed concurrently with a final map with the associated vertical subdivision and prior to building permit issuance for the associated building(s) comprising the vertical parcel(s). 29. PUBLIC IMPROVEMENTS: Install or reconstruct standard public improvements in the public right-of-way and future City -owned parcels that are required for the subdivision and as required by Chapters 27 and 28 of the City Code, which can be executed LH/6/CDD 823-10-19-22SD Page 6 of 9 Resolution No. 18735 Page 10 of 47 per phase of development as identified in the Master Plan. Bonds, securities, and insurance requirements are subject to current City requirements in place at time of submittal of the associated improvement plans. a. REQUIRED IMPROVEMENTS: The applicant is responsible for installing the following public improvements: Curb, gutter, driveway aprons, sidewalks, and landscape strips along all project frontages as shown in Figure 7.4.2 of the Master Plan, in accordance with City standards and consistent with dimensions in the East Whisman Precise Plan unless an alternative design is approved in a subsequent zoning permit; (ii) All required utility connections per City standards; (iii) All bike lane improvements along all roadways as shown in Figure 7.5.1 of the Master Plan, including both sides of Maude Avenue, Logue Avenue, Clyde Avenue, East Middlefield Road, and Ellis Street, consistent with the East Whisman Precise Plan, unless otherwise noted in the Project Conditions; and (iv) Any additional public improvement(s) required for a parcel(s) to be dedicated to the City per Project Condition Nos. 77 and 114. b. IMPROVEMENT AGREEMENT: The property owner must sign a Public Works Department Improvement Agreement, in standard City form, for the installation of the public improvements prior to the approval of a final map. C. BONDS/SECURITIES: Provide a faithful performance bond (100%) and materials/labor bond (100%) or provide a letter of credit (150%) or cash security (100%) securing the installation and warranty of the off -site improvements in a form acceptable by the Public Works Department and approved by the City Attorney's Office. The surety (bond company) must be listed as an acceptable surety on the most current Department of the Treasury's Listing of Approved Sureties on Federal Bonds, Department Circular 570. This list of approved sureties is available through the Internet at: www.fiscal.treasury.gov/fsreports/ref/suretvBnd/c570 a-z.htm. The bond amount must be below the underwriting limitation amount listed on the Department of the Treasury's Listing of Approved Sureties. The surety must be licensed to do business in California. Guidelines for security are available at the Public Works Department. INSURANCE: Provide a Certificate of Insurance and endorsements for the Commercial General Liability and Automobile Liability naming the City as an additional insured from the entity that will sign the Improvement Agreement prior to the approval of a final map. The final insurance coverage amounts will be determined for each development phase at time of subsequent zoning permits, based on the City's current standards in place at time of permit. For reference, the current minimum amounts are Two Million Dollars ($2,000,000) Commercial General Liability, One Million Dollars ($1,000,000) Automobile Liability, One Million Dollars ($1,000,000) Pollution Insurance, and One Million Dollars ($1,000,000) Workers' Compensation. The insurance requirements are available from the Public Works Department. 30. OFF -SITE IMPROVEMENT PLANS: Prepare off -site public improvement plans in accordance with Chapter 28 of the City Code, the City's Standard Design Criteria, Submittal Checklist handout, Plan Review Checklist handout, and the Project Conditions; and with an approved Development Agreement (DA), in compliance with the applicable provisions of the DA. The plans are to be drawn on 24"x 36" sheets at a minimum scale of 1" = 20'. The plans shall be stamped by a California -registered civil engineer and shall show all public improvements and other applicable work within the public right-of-way. Traffic control plans for each phase of construction shall be prepared in accordance with the current edition of the California Manual of Uniform Traffic Control Devices (CA MUTCD) and shall show, at a minimum, work areas, delineators, signs, and other traffic control measures required for work that impacts traffic on existing streets. Locations of on -site parking for construction equipment and construction workers and on -site material storage areas must be submitted for review and approval. Off -site improvement plans, an initial plan check fee and map plan check fee based on the Public Works fee schedule, Improvement Plan Checklist handout, and items noted within the Checklist handout must be submitted together as a separate package concurrent with the first submittal of the building plans and final map. All required materials shall be submitted electronically, i.e., flattened PDFs. The off -site plans must be approved and signed by the Public Works Department. After the plans have been signed by the Public Works Department, 10 full-size and two half-size black -line sets, one Xerox Mylar (4 mil.) set of the plans, and CD with LH/6/CDD 823-10-19-22SD Page 7 of 9 Resolution No. 18735 Page 11 of 47 CAD file and PDF must be submitted to the Public Works Department prior to the approval of a final map. CAD files shall meet the City's Digital Data Submission Standards. 31. INFRASTRUCTURE QUANTITIES: Upon submittal of the initial building permit and improvement plans, submit a completed Construction Cost Estimate form indicating the quantities of the street and utility improvements with the submittal of the improvement plans. The construction cost estimate is used to estimate the cost of improvements and to determine the Public Works plan check and inspection fees. These are standard City processing fees. The construction cost estimate is to be prepared by the civil engineer preparing the improvement plans. 32. UNDERGROUNDING OF OVERHEAD SERVICES: All new and existing electric and telecommunication facilities serving the subdivision are to be placed underground (including transformers), except where aboveground transformers are allowed if enclosed in an interior transformer room. The undergrounding of the new and existing overhead electric and telecommunication lines is to be completed prior to issuance of a Certificate of Occupancy for any new building(s) within the subdivision. If allowed by the City, aboveground transformers, power meters, and pedestals shall be located so they are screened in the least visible location from the street or to the general public, as approved by the Community Development a nd Public Works Departments. 33. UNDERGROUNDING OF OVERHEAD LINES: Underground existing overhead electric and telecommunication facilities fronting the property and/or within the division of land, unless waived by the City Council after consideration of the recommendation of the Public Works Director due to unusual or impractical circumstances. The undergrounding work shall be constructed in conjunction with any applicable off -site improvements and completed prior to issuance of a Certificate of Occupancy for any new residential or commercial unit. All poles fronting the property and/or within the division of land shall be removed. If the undergrounding requirement is waived, the subdivider shall fulfill whatever substitute conditions the City shall impose prior to final map approval. 34. JOINT UTILITY PLANS: Upon submittal of the initial building permit and improvement plans, the applicant shall submit joint utility plans showing the location of the proposed electric, gas, and telecommunication conduits and associated facilities, including, but not limited to, vaults, manholes, cabinets, pedestals, el.c. These plans shall be combined with and made part of the improvement plans. Joint trench intent drawings will be accepted at first improvement plan submittal. All subsequent improvement plan submittals shall include joint trench design plans. Dedicate public utility easements that are necessary for the common utility on a final map. 35. UTILITY PAYMENT AGREEMENT: Prior to the approval of a final map, sign a utility payment agreement and post a security deposit made payable to the City as security if each residential/commercial unit or building does not have separate sewer connections and water meters in accordance with Section 35.38 of the City Code. The utility payment agreement shall include provisions to have the security transferred from the applicant to the homeowners association (HOA) or commercial owners association (COA), but still made payable to the City, when the HOA or COA is formed for the subdivision. 36. UTILITY MAINTENANCE: On -site water, sanitary sewer, and storm drainage facilities shall be privately maintained by the property owner(s), commercial owner association(s), or homeowners association(s). This includes any and all district systems infrastructure and facilities, if pursued by the applicant. 37. SURFACE WATER RELEASE: Provide a surface stormwater release for the lots, driveways, alleys, and private streets that prevents the residential buildings from being flooded in the event the storm drainage system becomes blocked or obstructed. Show and identify path of surface water release on the improvement plans. 38. STORM DRAIN HOLD HARMLESS AGREEMENT: As portions of the site are or will be lower than the adjacent public street or the surface grade over the City's storm mains, the owner shall sign an agreement to hold the City harmless against storm surcharges or blockages that may result in on -site flooding or damage prior to approval of a final map. 39. SANITARY SEWER HOLD HARMLESS AGREEMENT: If the sanitary sewer connection(s) inside the structure(s) is/are less than 1' above the rim elevation of the upstream sanitary sewer manhole, before approval of the applicable building permit, the LH/6/CDD 823-10-19-22SD Page 8 of 9 Resolution No. 18735 Page 12 of 47 owner shall sign an agreement to hold the City harmless against sewer surcharges or blockages that may result in on -site damage prior to approval of a final map. 40. COVENANTS, CONDITIONS, AND RESTRICTIONS: As applicable to the development phase of the Master Plan and required by the City, Covenants, Conditions, and Restrictions (CC&Rs) for the homeowners or commercial owners association(s) and, if approved, as required by the Development Agreement, together with a completed CC&R checklist handout, shall be submitted to the Planning Division for review and approval as to content, in consultation with the City Attorney's Office, prior to approval and recordation of a final map. The said covenants shall include and stipulate all of the standard provisions which are listed on the CC&R checklist and the following information: Private Utility Maintenance Plan and Sanitary Sewer. The CC&Rs shall include a provision that the homeowners or commercial owners association (HOA/COA) prepare a private utility maintenance plan for on -site water, sanitary sewer, and storm drainage facilities. The maintenance plan shall include elements such as, but not limited to, flushing of the sanitary sewer and storm lines, cleaning of storm drain inlets and grates, and inspection of the water system (including flushing and exercising of valves and blowoffs). The CC&Rs shall also include a provision that the HOA/COA prepare a sanitary sewer overflow plan, which includes elements such as 24-hour contact information, response times, confinement, and methods to contain and remediate spills. These provisions may be addressed through district systems infrastructure and disclosures as required in subsection c of this condition, if pursued by the applicant. b. Garage Pickup (Shared Service). The CC&Rs shall include a provision stating the HOA/COA are responsible for the removal of all the trash and refuse from the Owner's lot to the central trash collection point. The HOA/COA shall be responsible for the maintenance of the central trash collection point and for the periodic removal therefrom. C. District Systems. Disclosure of all relevant information pertaining to the district systems, if pursued by the applicant, as included in the District Systems Implementation Plan (as described in Appendix L of the Middlefield Park Implementation Plan) and, if approved, Exhibit N of the Development Agreement, and located on the development property included on the associated final map and building permit(s). d. Disclosures. Include all necessary disclosures of surrounding environmental context and conditions, including, but not limited to, nearby noise generating activities, phased construction of the Master Plan, site conditions, U.S. EPA oversight, etc. as required by the Davis -Stirling Act, California Commercial and Industrial Common Interest Development Act, or any other applicable law. 41. CONSISTENCY WITH OTHER APPROVALS: Each final map shall be consistent with all requirements of the Master Plan, Application No. PL-2020-149, and any subsequent approval from the City to implement the Master Plan, as identified in the Master Plan and Development Agreement. All Subdivision Conditions imposed shall remain in full force and effect and shall be met prior to approval of a final map. 42. APPROVAL EXPIRATION: The final map is required to be completed within twenty-four (24) months from the date of this approval, subject to any allowable extension in the City Code or Subdivision Map Act, or the term of the Development Agreement if approved, whichever is longer. LH/6/CDD 823-10-19-22SD Page 9 of 9 PROJECT DATA OWNER: OWNER REPRESENTATIVE, CML ENGINEER' SURVEYOR: FXISTING ZONING: EXISTING LAND USE: MIDDLEFIELD PARK MASTER PLAN VESTING TENTATIVE MAP CITY OF MOUNTAIN VIEW GOOGLE LLC 1600 AMPHITHEATRE PARKWAY MOUNTAIN VIEW, CA 94043 LENDLEASE GOV 111 SUTTER STREET, 18TH FLOOR SAN FRANCISCO. CA 94104 BKF ENGINEERS 255 SHORELINE DRIVE, SUITE 200 REDWOOD CITY, CA 94065 PHONE: (650) 482-6414 CONTACT: JAMES DALLOSTA BKF ENGINEERS 255 SHORELINE DRIVE, SUITE 200 REDWOOD CITY, CA W65 PHONE: (408) 467-9114 CONTACT: DAVIS THRESH P(41) P: PLANNED COMMUNITY/PRECISE PLAN (MOUNTAIN VIEW CITY CODE SEC. 36.22) EAST WHISMAN PRECISE PLAN OFFICE AND LIGHT INDUSTRIAL 440 LOGUE AVENUE 500 EAST MIDDLEFIELD RD 401 ELLIS STREET 433 CLYDE AVENUE 485 CLYDE AVENUE 495 CLYDE AVENUE 500 LOGUE AVENUE 510 LOGUE AVENUE 520 LOGUE AVENUE 530 LOGUE AVENUE 500-506 CLYDE AVENUE 510 CLYDE AVENUE 516 CLYDE AVENUE 520 CLYDE AVENUE 526 CLYDE AVENUE 440-450 CLYDE AVENUE 420 CLYDE AVENUE 880 MAUDE AVENUE 800 MAUDE AVENUE 830 MAUDE AVENUE 840-850 MAUDE AVENUE 441 LOGUE AVENUE 885-889 MAUDE AVENUE 891 MAUDE AVENUE 39.88 ACRES± EAST WHISMAN MIXED USE HIGH INTENSITY OFFICE NO CHANGE PROPOSED ZONING: NO CHANGE PROPOSED LAND AREA: 39,95 ACRES± ENGINEER'S STATEMENT THIS VESTING TENTATIVE MAP SUBMITTAL HAS BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE WITH STANDARD ENGINEERING PRACTICE. JAMES W. DALLOSTA, P.E. PRINCIPAL/VICE PRESIDENT BKF ENGINEERS R.C.E. 72339 DATE APN: 160-58-001 APN: 160-58-016 APN: 160-58-017 APN: 160-57-004 APN: 160-57-006 APN: 160-57-007 APN: 160-57-008 APN: 160-57-008 APN: 160-57-008 APN: 160-57-008 APN: 160-57-008 APN: 160-57-008 APN: 160-57-008 APN: 160-57-008 APN: 160-57-009 VICINITY MAP APN: 160-57-010 NOT TO SCALE APN: 160-57_011 APN: 160-57-012 AAPN: 160-57-012 PN: 160-57-012 PROJECT BENCHMARK APN: 160-57-013 THE ELEVATIONS SHOWN HEREON ARE NORTH- AMERICAN VERTICAL APN: 160-59-005 DATUM OF 1988 (NAVD88) AND ARE BASED UPON NOS MONUMENTS APN: 160-59-006 ICKEED (PID DO 6887) AND ARC 34 (PID DG6881) (PUBLICLY ACCESSED AT https;//www.ngs.noac.gov/cgi-bin/ds-pid-sf.prl). A SITE BENCHMARK WAS ESTABUSHED BY BKF AT CONTROL POINT N0. 3, A SET MAG NAIL AND WASHER IN THE TOP OF CURB OF THE CONCRETE MEDIAN IN THE CENTER OF MIDDLEFIELD AVE. SANTA CLARA COUNTY CALIFORNIA ELEVATION = 61.924' (NAVD88) BASIS OF BEARINGS THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1893, CCS83, ZONE 33, (2010,00) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS 8801_8819; SAID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING CALIFORNIA SPATIAL REFERENCE NETWORK, OR EQUIVALENT STATIONS: REFERENCED CSRC/NGS STATIONS CONNECTED: PID DG6887 (LOCKHEED)(BKF POINT NO. 1) PID DG6881 (ARC 34)(BKF POINT NO. 34) NORTHING EASTING HEIGHT (METERS) ACCURACIES(CM) LOCKHEED 601224.110 1883989.787-21.627 0.72 ARC 34 603912.378 1864158.559-31.330 0.70 DISTANCES SHOWN ARE US SURVEY FEET GRID DISTANCES. TO OBTAIN GROUND LEVEL DISTANCES MULTIPLE DISTANCE SHOWN BY 1.0000533. COROLLARY TO THIS, THE COMBINED AVERAGE SCALE FACTOR FOR THIS SURVEY IS 0.99994668 GEODETIC AZIMUTH = GRID AZIMUTH + MAPPING ANGLE COMBINED AVERAGE MAPPING ANGLE =-00'57'00" SHEET INDEX: SHEET NO DESCRIPTION SHEET NO DESCRIPTION Ct TITLE SHEET C4.4 PROPOSED PARCELIZATION PLAN .O C1.1 LEGEND AND ABBREVIATIONS C4.5 PROPOSED PARCELIZATION PLAN C1.2 GENERAL NOTES C4.6 PROPOSED PARCELIZATION PLAN C2.0 EXISTING SITE LAYOUT C4.7 PROPOSED PARCELIZATION SECTIONS C2.1 EXISTING BOUNDARY KEY MAP C4.8 PROPOSED PARCEL ZATI ON SECTIONS C2.2 EXISTING BOUNDARY & EASEMENTS C4.9 PROPOSED PARCELIZATION SECTIONS C2.3 EXISTING BOUNDARY k EASEMENTS C4.10 PROPOSED PARCELIZATION SECTIONS C2.4 EXISTING BOUNDARY ffi EASEMENTS C4.11 PROPOSED PARCELIZATION SECTIONS C2.5 EXISTING BOUNDARY & EASEMENTS C4.12 PROPOSED PARCEL IZAT ON SECTIONS C3.0 EXISTING CONDITIONS C5.0 PROPOSED GRADING PLAN C3.1 EXISTING CONOIT IONS C5.1 PROPOSED GRADING PLAN C3.2 EXISTING CONDITIONS C5.2 PROPOSED GRADING PLAN C3.3 EXISTING CONDITIONS C5.3 PROPOSED GRADING PLAN C3.4 EXISTING CONDITIONS C6.0 PROPOSED UTILITY PLAN C4.0 PROPOSED SITE LAYOUT C6.1 PROPOSED UTILITY PLAN C4.1 PROPOSED PARCELIZATION PLAN CS PROPOSED UTILITY PLAN C4.2 PROPOSED BOUNDARY KEY MAP CS PROPOSED UTILITY PLAN C4.3 PROPOSED PARCELIZATION PLAN TABLE I -A: EAST WHISMAN PROPOSED LOTS LOTS ACREAGE PROPOSED USES TOTAL MAXIMUM CONDOMINIUM UNITS PER LOT MAXIUMUM ALLOWABLE VERTICAL LOTS 01 3.79 OFFICE/OPEN SPACE/UTILITY PLANT _ 10 02 3.14 OFFICE - 10 03 3.93 OFFICE - 10 04 3.39 OFFICE - 10 05 1.25 OFFICE - 10 P1 2.47 PARKING - 10 P2 1.15 PARKING - t0 R1 3.36 MIXED USE/OPEN SPACE 400 10 R2 3.11 MIXED USE/OPEN SPACE 450 10 R3 1.77 MIXED USE 270 10 R4A 1.28 MIXED USE 210 10 R4B 0.97 MIXED USE 90 10 R5 2.24 MIXED USE 310 10 R6 1.12 MIXED USE 170 10 PARK 1 0.59 OPEN SPACE - - PARK 2 0.77 OPEN SPACE - - PARK 3 5.11 OPEN SPACE - - PARK 4 0.50 OPEN SPACE - - TOTAL 39.95 - 1,900 140 -MIXED-USE MAY INCLUDE RESIDENTAL, OFFICE, RETAIL COMMUNITY FACILITIES/NEIGHBORHOOD COMMERCIAL OR OPEN SPACE AS DEFINED IN THE EAST WHISMAN PRECISE PLAN. **LOTS PARK 1, PARK 2, PARK 3, AND PARK 4 ARE PROPOSED PUBLIC OPEN SPACE AND PARK LOTS ACCEPTED BY THE CITY. GENERAL NOTES 1. CONDOMINIUM UNITS WILL BE ESTABLISHED ON EACH LOT WITHIN THE SUBDIVISION THROUGH PHASED FINAL MAPS. 2. A SUBDIVISION MAP FOR CONDOMINIUM PURPOSES WILL, PURSUANT TO THE CALIFORNIA SUBDIVISION MAP ACT, BE RECORDED FOR EACH OR ALL OF LOTS AS INDICATED IN TABLE 1-A, AND THE SUBDIVISION OF THOSE LOTS WILL INCLUDE A CONDOMINIUM PROJECT OR CONDOMINIUM PROJECTS WITHIN THE MEANING OF CALIFORNIA CIVIL CODE SECTIONS 4125 AND 4285 ET SEQ. 3. SUBDIVIDER FURTHER INTENDS TO FILE VERTCAL AIRSPACE SUBDIVISION MAPS FOR MIXED USE PROJECTS (INCLUDING CONDOMINIUMS) FOR EACH OR ALL OF THE LOTS IDENTIFIED IN TABLE 1-A IN ACCORDANCE WITH THE CALIFORNIA SUBDIVISION MAP ACT. 4. A DEVELOPMENT AGREEMENT BETWEEN THE PROJECT APPLICANT AND CITY OF MOUNTAIN VIEW HAS BEEN PREPARED CONCURRENTLY WITH THE SUBDIVISION MAP WHICH INCLUDES ADDITIONAL INFORMATION NOT FOUND IN THIS DOCUMENT. u og0y II I.I.I Q cQ>w (- ui N aIll W a�� Q Z F_ ,J I= w N LL W LU J It Number C1.0 ABBREVIATIONS LEGEND EXISTING PROPOSED SYMBOL DESCRIPTION APN ACCESSOR'S PARCEL NUMBER BOUNDARY LINE DCDA DOUBLE CHECK DETECTOR ASSEMBLY EASEMENT LINE — — — — — — — — DIN DOCUMENT NUMBER CENTER LINE — DSE E DISTRICT SYSTEMS EASEMENT EAST STORM DRAIN SUBORAIN-- EG EXISTING GROUND STORM DRAIN ESMT EVAE EASEMENT EMERGENCY VEHICLE ACCESS EASEMENT STORMWATER FORCE EWPP EAST WHISMAN PRECISE PLAN DOMESTIC WATER----------W------.---__. EX EXFC EXISTING EXISTING FACE OF CURB FIRE SERVICE (BUSINESS AS USUAL/ ____............. " FC FACE OF CURB TYPICAL IMPROVEMENT STANDARDS) -- FDC FIRE DEPARTMENT CONNECTION FF FINISH FLOOR FUTURE RECYCLED WATER FG FINISH GRADE FW FIRE WATER RECYCLED WATER --- — "" -- -- HP L HIGH POINT LENGTH RECYCLED WATER LINE (BY OTHERS) LG LIP OF GUTTER SANITARY SEWER ...... ......... ...... ..„ ....................LP LOW LOW POINT LS LANDSCAPE FIBER OPTIC r, N NORTH ELECTRICAL _..........____.._ E ..._.........._..... NTS NOT TO SCALE OH OVER HEAD POLE/ELECTRICAL GAS ---------------_....___._._._. PG&E PACIFIC GAS & ELECTRIC JOINT TRENCH -.---._.._._._.,.._„__...._._......_._.. PIV PL POST INDICATOR VALVE PROPERTY LINE TELEPHONE ---------_.... _............................ POPA PRIVATELY -OWNED, PUBLICLY -ACCESSIBLE OVERHEAD -' PR PRFC PROPOSED PROPOSED FACE OF CURB LIMIT OF WORK n PUC PUBLIC UTILITY COMMISSION PUE, P.U.E. PUBLIC UTILITY EASEMENT R RIM RADIUS RIM ELEVATION STORM DRAIN MANHOLE SANITARY SEWER MANHOLE �i ROW RW RIGHT OF WAY RECYCLED WATER AREA DRAIN s s SOUTH SO STORM DRAIN CATCH BASIN ■ S.E. SDCB STREET EASEMENT STORM DRAIN CATCH BASIN SDMH STORM DRAIN MANHOLE BACKFLOW PREVENTOR SS SANITARY SEWER SSW SANITARY SEWER MANHOLE DCDA ST STEEL SW SIDEWALK TC TOP OF CURB WATER METER TO TOP OF GRATE VTA VALLEY TRANSPORTATION AUTHORITY " W WATER/WEST WATER VALVE W.C.E. WIRE CLEARANCE EASEMENT I-H FIRE HYDRANT FDC FUC!( PIV STORM DRAIN CLEANOUT .+ SITE LIGHT GUY ANCHOR JOINT POLE - SANITARY SEWER CLEANOUT 46 EXISTING EASEMENT TABLE 1� 5' PUBLIC SERVICE EASEMENT. -7040.R. 510 �2 10' PG&E UNDERGROUND UTILITIES, INSTRUMENT NUMBER 13706881 O 4' SIDEWALK EASEMENT, INSTRUMENT NUMBER 13760a75 ❑4 4'SIDEWALK EASEMENT, INSTRUMENT NUMBER 13760876 ❑5 5' STREET UTILITY EASEMENT, INSTRUMENT NUMBER 13760877 © A) 5' STREET STREET EASEMENTS, 4704 O.R 510 © B) 10' STREET UTILITY EASEMENT INSTRUMENT NUMBER 13760878 �7 NOT USED, SEE © MAINTENANCE AND PEDESTRIAN PATH. INSTRUMENT NUMBER 13899267 ❑9 SANITARY SEWER AND STORM DRAIN EASEMENT, 6058 O.R. 458 10 10' PG&E EASEMENT, 92100.R. 645 17 10' PG&E EASEMENT, 0233 O.R. 131 30 PUBLIC UTILITY EASEMENT, 189 MAPS 32 12 15' PG&E EASEMENT, 12060.R. 276 31 WIRE CLEARANCE EASEMENT, 189 MAPS 32 13 20' RAILROAD SENT, 6689 O.R 660 32 NOT USED 14 A) 20' PUBLIC UTIEALITIEMES EASEMENT, 6805 O.R. 6 33 NOT USED 14 B) 5' WIRE CLEARANCE EASEMENT, 6805 O.R. 6 34 NOT USED 15 EASEMENT, 65121FO.R. 353 IC HONE POLE LINE 35 NOT USED 16 NOT USED, SEE 15 36 NOT USED 17 10' PUBLIC UTILITY EASEMENT, 7342 O.R. 118 37 NOT USED 7g 5'WIRE CLEARANCE EASEMENT, 73420.R. 118 38 NOT USED 19 10' PG&E EASEMENT, 83040.R. 692 39 PUBLIC SERVICE EASEMENT, 524 MAPS 27 20 10' PG&E PUBLIC UTILITY EASEMENT, 98860.R. 17 ® NOT USED 21 NOT USED 41 NOT USED 22 T NITROGEN PIPELINE, G942 O.R. 76 42 NOT USED 23 20' RAILROAD EASEMENT, 7321 O.R. 49 43 10' POLE AND WIRE EASEMENT, F8580.R. 342 ® NOT USED ® S' WIRE CLEARANCE EASEMENT, F858 O.R. 347 PUBLIC UTILITY EASEMENT, 121 MAPS 40, 25 MODIFIED BY ON. 13702085 45 NOT USED 46 5' PUBLIC UTILITY EASEMENT, 47690.R. 501&4922 CAL 461 26 5' WRFIED BY DN E EASEMENT, 121 MAPS 40, 702085 q7 5' WIRE CLEARANCE EASEMENT, 4922 O.R. 461 27 ANCHOR EASEMENT, 121 MAPS 40 48 ABUTTER'S RIGHTS RELINQUISHED, N544 O.R 2046 28 PUBLIC UTILITY EASEMENT. 138 MAPS 24 49 2'z25'ANCHOR EASEMENT, 48180.R 68&49220.R 468 29 WIRE CLEARANCE EASEMENT, 138 MAPS 24 50 5' NITROGEN PIPELINE, G906 O.R. 545 Z Q N J Z a O /Wa~ V♦ / e > W a co N co cc W ago Z In Z Q W Z W > W J 0 p W p J m Number. 3 � cu am 3 GENERAL NOTES 1. BOUNDARY INFORMATION IS BASED ON FIELD SURVEY. 2. THE PROJECT SITE IS WITHIN A DESIGNATED FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD ZONE X. 3. THE PROJECT SITE IS WITHIN THE LANDSLIDE AND LIQUEFACTION ZONES, WHICH ARE ZONES OF REQUIRED INVESTIGATION PURSUANT TO THE STATE SEISMIC HAZARD MAPPING ACT AND SEISMIC HAZARD ZONE MAPS FOR MOUNTAIN VIEW. 4, VESTING TENTATIVE MAP: THIS VESTING TENTATIVE MAP ("VESTING MAP-) IS BEING FILED IN ACCORDANCE WITH CHAPTER 3, ARTICLE 2, SECTION 66452 AND CHAPTER 4.5 OF THE SUBDIVISION MAP ACT. 5. FINAL MAP: PURSUANT TO CHAPTER 3, ARTICLE 4, SECTION 66456.1 OF THE SUBDIVISION MAP ACT, THE DEVELOPER RESERVES THE RIGHT TO FILE MULTIPLE FINAL MAPS (EACH A "PHASED FINAL MAP-). 6. EXISTING INTERIOR LOT LINES TO BE REMOVED UNLESS OTHERWISE NOTED. 7. ALL DIMENSIONS DEPICTED HEREON ARE APPROXIMATE AND ARE SUBJECT TO REVISION AT FINAL MAP(S) STAGE. 8. THE LOCATIONS OF PUBLICLY -DEDICATED EASEMENTS SHOWN HEREON ARE APPROXIMATE AND WILL BE FINALIZED ON PHASED FINAL MAPS. 9. PRIVATE DISTRICT SYSTEMS EASEMENTS MAY BE SHOWN AND DIMENSIONED ON APPLICABLE PHASED FINAL MAPS SUBJECT TO APPROVAL BY THE CITY AND THE IMPLEMENTATION OF THE SYSTEM BY THE PROJECT OWNER. 10. THE LOCATION OF THE ON -STREET PARKING IS SHOWN IN CROSS -SECTIONS FOR REFERENCE ONLY AND WILL BE DETERMINED AS PART OF THE MASTER PLAN'S TRANSPORTATION ANALYSIS AND FUTURE PERMIT ENTITLEMENTS. NOTES RELATING TO CONDOMINIUMS 1. THE PROPERTY COVERED BY THIS VESTING MAP HAS BEEN APPROVED BY THE CITY FOR CREATION OF CONDOMINIUMS CONSISTING OF UP TO 1,900 RESIDENTIAL UNITS ('TOTAL APPROVED RESIDENTIAL CONDOMINIUM UNITS'). THE ESTABLISHMENT OF CONDOMINIUMS AND SEPARATION OF THREE-DIMENSIONAL PORTIONS OF THE PROPERTY FROM THE REMAINDER THEREOF SHALL NOT CONSTITUTE A FURTHER SUBDIVISION AS DEFINED IN GOVERNMENT CODE SECTION 66424 AND, PURSUANT TO THE AUTHORITY OF GOVERNMENT CODE SECTION 66427(E), MAY OCCUR BY ONE OR MORE CONDOMINIUM PLANS WITHOUT FURTHER APPROVAL BY THE CITY COUNCIL. NOTES RELATING TO MID -BLOCK PASSAGES PRIVATE STREETS AND ANY NON -DEDICATED OPEN SPACE AREAS 1. PRIVATELY -OWNED OPEN SPACES: OPEN SPACE AREAS OTHER THAN THOSE IDENTIFIED AS PUBLICLY -DEDICATED OPEN SPACES (I.E. PORTIONS OF LOTS R1, R2 AND 01) SHALL BE PRIVATELY OWNED UNLESS THE CITY COUNCIL, THROUGH A SUBSEQUENT PROCESS, AGREES TO ACCEPT THE DEDICATION OF THESE AREAS. ALL PRIVATELY -OWNED OPEN SPACES SHOWN HEREON ARE SUBJECT TO ADJUSTMENT WITHOUT THE NEED TO AMEND THIS VESTING MAP OR TO FILE A NEW VESTING TENTATIVE MAP OR TENTATIVE MAP. FINAL LOCATIONS OF PRIVATELY -OWNED OPEN SPACE AREAS DEPICTED HEREON AND ANY RIGHTS OF PUBLIC ACCESS SHALL BE ESTABLISHED PURSUANT TO COVENANTS, EASEMENTS OR RESTRICTIONS TO BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS FOR BUILDINGS ON LOTS THAT INCLUDE PRIVATELY -OWNED OPEN SPACES. EASEMENTS ON THE PHASED FINAL MAPS SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THE VESTING TENTATIVE MAP. 2. PRIVATE STREETS: PRIVATE STREETS, SERVICE STREETS AND/OR ALLEYS, AS PERMITTED BY THE EAST WHISMAN PRECISE PLAN (EWPP), ARE PRIVATELY -OWNED AREAS INTENDED FOR VEHICULAR, BICYCLE AND PEDESTRIAN TRAVEL, AND WHICH ARE INTENDED TO BE KEPT CLOSED FROM PUBLIC ACCESS (WITH THE EXCEPTION OF ANY PUBLICLY -DEDICATED EASEMENTS/COVENANTS AND/OR EMERGENCY VEHICLE ACCESS SHOWN HEREON). DEPICTIONS OF PRIVATE STREETS ON THIS VESTING MAP ARE SHOWN IN APPROXIMATE LOCATIONS. FINAL LOCATIONS WILL BE DEPICTED ON COVENANTS, AGREEMENTS, EASEMENTS OR RESTRICTIONS RECORDED CONCURRENT WITH OR SUBSEQUENT TO PHASED FINAL MAPS. EASEMENTS ON THE PHASED FINAL MAPS SHALL BE IN SUBSTANTIAL CONFORMANCE WITH THE VESTING TENTATIVE MAP. NOTES RELATING TO OPEN SPACE DEDICATIONS 1. PARK LOTS 1, 2, 3, AND 4 ARE PROPOSED FOR DEDICATION TO THE CITY. THESE LOTS ARE APPROXIMATE AND WALL BE DIMENSIONED ON PHASED FINAL MAPS. SAID LOTS MAY BE ADJUSTED TO EXPAND OR CONTRACT TO ACCOUNT FOR FINAL OPEN SPACE PROGRAMMING, STREET OR UTILITY ENGINEERING, AND VERTICAL DESIGN, PROVIDED THAT THE SUM TOTAL OF THE OPEN SPACE LOTS DEDICATED TO THE CITY IS CONCURRENT WITH PHASED FINAL MAPS (AND SUBJECT TO ANY DELAYED DEDICATIONS AS PERMITTED IN AN AGREEMENT PURSUANT TO GOVERNMENT CODE SECTION 66462). NOTES RELATING TO AIR SPACE LOTS 1. THIS VESTING MAP AUTHORIZES PHASED FINAL MAPS THAT VERTICALLY SUBDIVIDE AIR SPACE INTO SEPARATE AIR SPACE LOTS FOR PURPOSES OF ACCOMMODATING SEPARATE OWNERSHIP OR USES. ANY SUCH AIR SPACE LOTS SHALL BE DIMENSIONED ON THE ASSOCIATED PHASED FINAL MAP. NOTES RELATING TO STREETS 1. ANY MODIFICATION TO LOTS, PUBLIC EASEMENTS, OR IMPROVEMENTS SHOWN HEREON AS A RESULT OF ANY TRANSPORTATION ANALYSIS SHALL BE PERMITTED WITHOUT THE NEED TO AMEND THIS VESTING MAP OR APPROVAL OF A SEPARATE TENTATIVE MAP OR VESTING TENTATIVE MAP. NOTE RELATING TO VACATIONS 1. STREET AND UTILITY VACATIONS ARE PENDING CONCURRENT WITH THE APPLICATION FOR THIS MAP. IN ANY LOCATION WHERE VACATION OF A STREET INTEREST, UTILITY EASEMENT, OR OTHER INTEREST IS ANTICIPATED OR REQUIRED TO BE TERMINATED IN CONNECTION WITH THIS MAP, SAID VACATION SHALL BE COMPLETED PRIOR TO THE RECORDING OF ANY AFFECTED PHASED FINAL MAP. Z Q J a. W Q F cn W cQ> L � it Z Q h a ® Z W N E W w J Q cn W O Z J Q it W Z w 0 C1.2 a -40 CLYDE C'0E AV N UIE _ f 0 ELLPS £ s a A _ ............ ....... ... _ .. .:. .00 Lis ST T 1f7a )y h 3t%'R ' - - 520-528 CLYDE AVENUE 510 LOGUE AVENUE 620 LOGUE AVENUE (APN: 160-67-008) (APN: 100-67-008) ! (APN: 160-57-009) - 404 ill. - ST ( __ A SOC P = _ 510-518 _P I -�s�01s - - ' - q7S-^-'-�� STEE`_'680 a"! C 600 LOGUE AVENUE "- (APN: 160-67-008) LOGUE AVENUE (APN: 180-67-008) CLYDE AVENUE (APN: 160-67-008) Bo-506 87. ti'_ S fi2:7, ,. - - - CLYDE AVENUE . i tAM 11D 01@) � .. r ... ..:.(APN: 760-57-008) 1 1-. MM ss�w L3 \ 7 04,14 490 EAT .. 4AWA C A?A CIUN, AizvL'Li--Q-0 ROAD ( 500 EAST TPAM,;lT 0 (API C'.d MIDDLEFIELD ROAD t 3 E AYEWE V ' (APN: 160-68-016) I to N eo fi '1 - fJ! t KR 3.c1' J SCC DAMDDE�MCLD >m Kft§P ram- w 9)aiy 0 79-L10.?.3 g o w w i F o a s C YM AVENUE i 6 l'1 c, Fk UEh4 A E 1m R=JsiS-11 - _ $3F? 76iilh va R .:Ci - ,._ 9 F &- A KUT-A s Y7k Sd N-. (1F'aL95's` 16 -TB O - (ApL 495 CLYDE AVENUE i (APN 160-57-007) _ 1 ROAD A sS . aa �ST , -Y hr - L - C A rv?LL- € 0 i$0 4 :NUE( Y E— )04) w •. a ��RR V 0 Z Z 1L)) w (n LL j X f w w 4) z GRAPHIC SCALE Sheet Number: 150 0 150 300 e >m ME p CLYDE VEN D�� � oz) SERVICES o 0 0 8 s SEE SHEET C2.2. C9.1, C4.9, C50 S C6.0 $ _ 5 _ .. .. ' �.. A t. YDE c. _ C81 AOw O x, k..c - 9-00.�3 S _ 5 r �e r — — — — — r• — �. — — aR SEE SHEET 32 �. �C5.1, — _1 9 C jQea ._ L ST€ - APN;WO 70 00 1 i �. °� a (, 4z-- - RE i J N fll-NISO APM -SOS 3 ) -TE ,APAa ..,0-54 O 5 LAND - - r t . Y A` O COUNTY Jr SARI F AN d 3E0k.,s.. 0E r�UG C?lyvi Sat ef:.w'a-'a - 523-•1 S .b-t } P P z ER9t E, ANtIE M J ., 4 - . 510 LOGUE AVENUE (APN560-VENUE ) (f _ iA&N. a P3 vv,,, L sR. > ?�-OsR) _. -24 a � 495 CLYDE AVENUE Q _ v CLYDE AV 620 LOGUE AVENUE (APN: 160-5T-007) Z (APN: 16037-008) { _ 1. ASRO L YDE 316 - ELLIS 464 a STREET . _ _ - CL AVENUE ' 10 LOGUE AVENUE i I J APRs 60 53 0 i '�} 630 LOGUE AVENUE (APN: 160-57-008) � (APN: 160-57 008) Z - L { : (APN: 160-57-008) so( -506 CLYDE AVENUE ' U 1 ,F 15 ELLIE S%3 - �e1 tAPN,1 O 5z Oi) CLYDE AVENUE , (APN•180-57-DOW .I I AP .-57-0 0 8 ) a rt �( N 18 44' .__. . _, i ,: , .. I.ZZ - 440 LOGUE AVENUE ..:AVENUE (APN: zj >Rg §,q O (APN: 160-58-OOD ... " H Y > T 16o-a7 01a) �..' A:Z 5 _ e N w F- I_ i T GO - C L S Z a 440 CLYDE rAS„ 140 b# v_=. Q i co) ..: }. AVENUE (APN. 2 Q 401 EWS STREET ( w 160-67-OOS) j (APN: 160-58 017) Ff, 4 C LOG _ > �1433 CLYDE AVENUE .. se F- Q d- _Oa'aP AY S i 800 AVENUE 16 J 1 1890. 850 MAUDE AVE " (APN: O- W U _ t I _ (APN: 160-57-012) 57Q L �- .Lt R Y T �i�E�—>•R \! LYRE 4 b CMY Vk` F� Z AVEOWNR LC _ f ... ,..,...> , i 160N67 O)O) S REP I �I Ra s c s A Lt W Z 3 LLJ W > —.� VENUE80 A(APN — 'T — J > UDE Vi Z ,I.. q : 160-57 01U �aY his 57 0 Q _ Q 7fax F 1r I p x z INVEST MEN IAPN 40C CLYDE AVENUE 1 I r A°f.k t?=C0 - �.O -.-.. 1 I ` '� T f 865-889 MAuoE $2G A ' -` AN � _ &o AVENUE �� 7 01G I U P.'O. 1. L_ S `3 600 EAST } ?'gkN-i T - _�\�lAPN. 160-55 005)' 'Arv, N ` ) i MIDDLEFIELD ROAD >;�OU >Y N E �,� c* - __„_. (APN. 160-58-016) - (APN: <-0_SS-016) # 807 MAUDE # I=i m k 180-59 006) s Y: y u I 1 1ROAD fIDDLEN ROO EAST L — — — — — — — -�,-arab---- —..----------� - - - �eNoa SEE S76 C2A, C9.9. C4,5 C62 S CBR � y SEE SHEET C2.5, C3.4, C4.6, C5.3 S C8.3 S 0 0 o a v S _��, o m o `\ _„` GRAPHIC SCALE Sheet Number: m _ 150 0 150 300 C2.1 N L � 1 GRAPHIC SCALE 80 0 80 160 NOTES: 1. SEE SHEET CIA FOR INFORMATION ON EASEMENT KEYNOTES. 2. PUBLIC EASEMENTS OR RIGHT-OF-WAY SHOWN TO BE VACATED SHALL FOLLOW THE CITY OF MOUNTAIN VIEW MUNICIPAL CODE EASEMENT VACATION PROCESS AND CALIFORNIA STREETS AND HIGHWAY CODE. KEYNOTE HATCH DESCRIPTION EASEMENT TO BE O ABANDONED BY SEPARATE INSTRUMENT. EASEMENT OR RIGHT -OF WAY TO BE VACATED PER - -�--- CALIFORNIA STREETS AND HIGHWAYS CODE. EASEMENT WITHIN O PROPOSED PARCELS TO REMAIN J z cn t U a z J w a w N�w� W a > cd O Q w a c) a z Z aZ0� w N m w > z > Q ' Q Q N H Z XO w2 Sheet Number C2.2 INC.LANDS 3F 520 LOGUE AVENUE (APN: 160-57 008) r„, 2 11) ( .-I I r .�... 5 CLYD (APN: 1 530 LOGUE AVENUE Z (APN: 160-57-000) 7 )0 0 N73 43 40 W ? If N73'. O y ILL "' 441 LOGUE AVENUE O 1 0J (APN: 180-ST-019) N Cd LANDS OF COOGLF IN- I)P1 215.6694 n A((! 160-51 01 "'lv w t 10 W UJ ME,i (M U) Zz V S: ...31 S734323E 26k 44..�.. CLYDE AVENUE ?- .. _. IAN DS OI G ._ 433 (APN 180 57 004) ` ( hd e' -. )ti t i tic ) u 3 •.. I 3,7 fl - )r _ 16 F I l C !Ul 198.62` N r _.�. 3 <¢ R 335 440 CLYDE AVENUE f4 w - 0 ' A=Ni6'09 02 E 29 (APN: 180-57-009) C _ r ' O S73'43'2 �L,. N734340 W n 1 I� N LANDS 01- 91C.. I.-ni t 31 2 420 CLYDE AVENUE) (API+ 180-5T 010) 03161012"W 25D32 \\ 170.42680 MAUDE AVENUE 1 1 (APN: 180-57-011) �. IIIIIIIIIIIII SEE SHEET C2.5 FOR CONTINUATION GRAPHIC SCALE 80 0 80 160 NOTES: 1. SEE SHEET CIA FOR INFORMATION ON EASEMENT KEYNOTES. 2. PUBLIC EASEMENTS OR RIGHT-OF-WAY SHOWN TO BE VACATED SHALL FOLLOW THE CITY OF MOUNTAIN VIEW MUNICIPAL CODE EASEMENT VACATION PROCESS AND CALIFORNIA STREETS AND HIGHWAY CODE, KEYNOTE HATCH DESCRIPTION TO BE OEASEMENT 1 ABANDONED BY SEPARATE INSTRUMENT. EASEMENT OR RIGHT -OF WAY TO BE VACATED PER CALIFORNIA STREETS AND HIGHWAYS CODE. EASEMENT WITHIN O PROPOSED PARCELS TO REMAIN o� Aso g80 V) J W 0- w New ca > co Q ix z Q W Q az 0 Z 0 J H cow W wiz J N c0 w w et Number C2.3 SEE SHEET C2.2 FOR CONTINUATION MOW M_ 'k1 I V a o as �F- z r _ r f 0 _ N !■ fV U L w ,r x LU W rn ,3 a k GRAPHIC SCALE 1 80 0 80 160 NOTES: 1. SEE SHEET CIA FOR INFORMATION ON EASEMENT KEYNOTES. 2. PUBLIC EASEMENTS OR RIGHT-OF-WAY SHOWN TO BE VACATED SHALL FOLLOW THE CITY OF MOUNTAIN VIEW MUNICIPAL CODE EASEMENT VACATION PROCESS AND CALIFORNIA STREETS AND HIGHWAY CODE. KEYNOTE HATCH DESCRIPTION EASEMENT TO BE 0 ABANDONED BY SEPARATE INSTRUMENT. EASEMENT OR RIGHT -OF WAY TO BE VACATED PER -- - CALIFORNIA STREETS AND HIGHWAYS CODE. EASEMENT WITHIN OO PROPOSED PARCELS TO o> REMAIN a M II m U a N et Number: C2.4 F...� .0 7 SEE SHEET C2.3 FOR CONTINUATION 830 _ 2 14A r 7r.1 m MAUDE AVENUE 850 15 1 rI o (APN: 160-57-012) MAUDE AVENUE (APN: 160-57-012> 1 z.. >o 175.94' 31 2 420 CLYDE AVENUE' a „-r \ \ N. 2 146 '". - fTA\PN: 180 87 Ot0) A .. i6'1052"W `N7343'40"W u O 17 2 0.428AVENUE 30 CAPN 180-57-011).315 LANDS OF 600GLE, !Nf 31 t)r Fyi08 r 31 BF ` �1 ?.1111 5734323E .. ��. .�7• �R,59; " K i , d m 25000 M o \ b .�i 517, 8 W40 f o € r M53 36"Ew 2 _� qGp� 1498- p f Z o\` \4 `Y s 4 4 m\\ 2� L.AF1U r : ... ...... _. y ' � o LL � �fi, � \ 4. O G(XiGLL, IIJC � \4 49 8 ()N. t[F55109 yea d PPJ 60 Sy 00 w - Tz 46z SQ. ! t (GRID) 4�4P7S f IC tiUJ `f LU BA rLE �6k�ti . lir 1 N' fl ilo 11 U" 9y9�Rs r7 i I, ,.ar : t�,111D1 1 GRAPHIC SCALE 80 0 80 160 NOTES: 1. SEE SHEET C1.1 FOR INFORMATION ON EASEMENT KEYNOTES. 2. PUBLIC EASEMENTS OR RIGHT-OF-WAY SHOWN TO BE VACATED SHALL FOLLOW THE CITY OF MOUNTAIN VIEW MUNICIPAL CODE EASEMENT VACATION PROCESS AND CALIFORNIA STREETS AND HIGHWAY CODE. KEYNOTE HATCH DESCRIPTION EASEMENT TO BE O ABANDONED BY SEPARATE INSTRUMENT. EASEMENT OR RIGHT -OF WAY TO BE VACATED PER - CALIFORNIA STREETS AND HIGHWAYS CODE. EASEMENT WITHIN O PROPOSED PARCELS TO REMAIN U) J w a M w NLw ca>� z a IL z az0 J H m w W w Z J � N w w 5 Sheet Number. C2.5 f' w GRAPHIC SCALE 150 0 150 300 NOTM 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. 2 SEE SHEET C1.1 FOR ABBREMATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 3. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON SURVEY PROVIDED BY SKF ENGINEERS. 4. EXISTING UTNTIES AND SITE CONDITIONS MOM ON THIS PLAN SET ARE BASED ON AVAILABLE RECORD INFORMATION AND FIELD SURVEY. SHOULD FIELD CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PUNS, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION AND CLARIFICATION PRIOR TO PROCEEDING PATH CONSTRUCTION ACTIMTES. PROPERTY LINE EASEMENT — — — — — — — CENTERUNE — STORM DRAIN --"'--" WATER.___.... lJ ....__.._....... ,W .__.._.. SANITARY SEWER .-....-.. �c .__....___ ;5 .._._... FIBER OPTIC '"'_m,......-«,. ....._. ;�........m ...... ELECTRICAL ............. .._...._.. GAS -'-- GAc .._..._.._. ,Ac .._.._.. NITROGEN GAS.---NJ— TELEPHONE OVERHEAD -_._.'Oh ..._..—CH STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN ED STORM DRAIN DROP INLET N STORM DRAIN AREA DRAIN SANITARY SEWER MANHOLE ! WATER VALVE FIRE HYDRANT STREET UGHT GUY ANCHOR Z a. J N waZ F- 0 Q _> 25 ~ 2 Z �[ 0 Q U U V Z Z p W P N Waw J 0 0 i Sheet Number: C3.0 N Zn' WTA CLYDE LLC D ��LLI ",a CLYDE CT 4LUS 4TR1 PIaN LLC fAPN: 160-5r-013 80 E1`1 -D, PN1 O-S �A yfbOl ��LLIS STREFT A k` _�56_0021_ - - , '-- FN. w. ......... .... ... ........ .. L ANDS e.n AND COUNT OF SAA FRANCK:CO, 9 0-2324-1 . ... .... GRAPHIC SCALE PLA_ rRAIMNC NUMB�_ S w - 7- 7 - ----- 80 0 80 160 % z' 777 j_ 40"E t NOTEr. MARK AND BASIS 0 1� SEE SHEET C1.0 FOR PROJECT BENCH LI- 108408' 01 BEARING. 510 LOGUE AVENUE <. GENERAL MOWS �L SEE SHEET CIA FOR ABBREVlAnONSL) E z IAPM 160 -57-MB 008 ) AND EASEMENT KEYNOTE INFORMATION. j M-o 3. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON SURVEY PROVIDED By BKF :NIINEERS. 0- 4FG SLLAS SHOWN ON THIS xIsYmG UTILITIES AND SITE CONDITIONS PLAN SET ARE BASED ON AVAILABLE RECORD 4A AS 3OCt; L- INFORMATION AND FIELD SURVEY. SHOULD FIELD 0. CIO R IS STREET LD COIDI IONS DIFFER FROM MAT IS SHOWN ON THESE 500 LOGUE AVENUE P LANS. CONTACT THE OWNER*S REPRESENTATIVE FOR w z R 475 ELUS aR�ET APN, M-67-008) DIRECMON AND CLARIFICATION PRIOR TO PROCEEDING 0 A,' LLC11 z 475 EWL S ST 'M L=28.91' R=40.. c/) LU -6 -ov, 0 L '28.90 R, Rp 7174 PROPERTY LINE O cc), �14 30"E '4- EASEMENT Z A A z CENTERLINE 0 z _j -W STORM DRAIN LU C) S171714, 'GG�E' 111C F, W fEc � �_oo '_ ", '� - " I -175 M (5 < WATER S72*42'46"E 0 0. 28 LL SANITARY SEWER Ss 410.67' o z lz FIBER GIIC 0 Z p < 2 ..... . ........ _j ELECTRICAL LU 29 cn I.- AS w X 39 LU GAS GA, > Lu LU 440 LOGUE AVENUE, AVENUE > -58-001) x NMROGEN GAS '#T 21, 1AII'l. 1.0 c A TELEPHONE ---------- .......... W LU ------II N72 _j z 01' AD LU LU OVERHEAD z 4 _-4 T STORM DRAIN MANHOLE N N171714"E 8626 3: >, STORM DRAIN CATCH BASIN � 214.99' 0 ROW 40 z 1 ELLIS ST f STORM DRAIN DROP INLET (APN: 160-58-017) 0 N0]STORM DRAIN AREA DRAIN 0 LADS : Mc. 0 _J SANITARY SEWER MANHOLE 'l,N7242'4B"W -UE A.N "b"', S," 01 MG 400 LOC .1 ;ly 400 LOOUE AVMNQ�� WATER VALVE — — — — — 0 . . ...... 5.00* 800 1, 'J" t,Xl 1) (APN; ic'0_60_002) UDE AVENUE FIRE HYDRANT ROW MA APNI; 160-57-012) STREET LIGHT N171;I!tWE 10 GUY ANCHOR L-2151,00' R=JO 0 0, 3 '47sl 802 W JOINT POLE > EXISTING CONTOURS 185 8 Da- 6 --Jaow ROW 71 N72',4246"W BIGLER ROR�':Rl' A 7�,7 _W w 500' 0 EILLZ A, S ag- cohl col P o I'm 0 roc-se-002) "So" 0� CC DN: 1-0 'W IV, CMLIMAL CALI 358�1 4 F 7 at A)I ROW It 7-- E ij "J,j Sh eet Number: J) SEE SHEET C3.3 FOR CONTINUATION C3.1 ^ ) ; 520-528 f.hJf) r Vti ItiC- F CLYDE AVENUE 620(APN 160-5T-008) LOGUE AVENUE ) (APN: 160-57-008) # +` # Lr'i. fckoljNl:)) I1 t�" 610-516 CLYDE AVENUE (APN: 160-57-008) --_, 1530 LOGUE AVENUE I 500-506 (APN: 160-57-008) CLYDE AVENUE ZO 11) ---� H.- (APN: 160 6T 008) L-154. 11�N16R 335 090104' Q � Z N73'434&W ! N734340 W Z 351 �4 2231 30 O •F �- _ U 441 LOG; AVENUE (APN: 180 67-013) IL 84 93' R 3 m I LANI O GO( { I.c.. INC. �3" 148 I# A=5101 U pr tE IA I w 7 L=189.10" F LU Ar ( I 0 5 01 i �� -„ - - ��- I� 0=N7 w .r 1 Z f1 I,'+fGR UND) U) ww 30 - 31 ... _. s u Si 61D52 148.1 - r rlI,INC.a --: IS r71 r81Ui I1 ° 213,394 SC.1 II �,LlratJ 1 S167 S, 1 . CLAR-00 L.LC. HAWK ORR REAL --STATE LLC V RIDGE PROPERT1EG LLC, CLYCEINVESTORS SCR IVANOr GUY RCOMT I PPOFEXSNONAL. & 559 CLYDE AVVNI CATHERINE ANNE TRUE EDUCA ."A- SrRVKES (AP'*: 1 0 79 00. M R S- VaN P SEE LYU A nNU• APN 6 -"00 FNMA C YOU (APN, 160 7$ 001) 66 CLYDE AL'NUE (A-N 150 7C-' 0 . ... (APN: 160-73 OROI, igpNz 150-78-0301. .,'.t (APN: 160--7�-w (APN 160 8 - .F IPC 9-032) tot— -- .... T---- . .: _ .. 19 28 29 1 3@7A5„ ....-_ ._ .... .._....__ .._ I. �F -IFS 496 CLYDE AVENUE f, (APN 160 57 007) I LANDS O • . INC. IDN. - A u 7 }) 1 39 I�1 ;x3x9¢i8:+a ;396 61 -� S16-10 52 W € 28 � 425.23 ,1 { 485 CLYDE AVENUE INC } -.0 (APN 160-57 006) Al 1 57 L $ In: f - 440 CLYDE AVENUE (APN 160-5T 009) 9ND) N ouNr.J; ! 2 9 A R S L SUNNYVALE M!,M�CPAL 'I COURSE -iNx; 16 ' to 0 -�3' 323E 1 6DV'A.Y L! v m L � S73,A 2'�. ' V LA J.INC - 2829 - ' SU, I 01J S {s ( f J 1 1 T A Si 6'10'S2"W L 89.58 R 335 04' `}198.62' F # A-N16'09'02'E r^ `• - , , S73'44'2t"P�� LANDS Or A r -1; 'R CRTLS -.e .;! 0 1 Ci�'101 CLYDE AVENUE -:,1i a f-RVI)PNDI : ! 0-57 003'. f. 31 5161"10 52 43313 250 32 N73'43'40"W J - A ( C 1 032"W N A-& TD A JE SEE SHEET C3.4 FOR CONTINUATION l GRAPHIC SCALE Tw 80 0 80 160 NOTES: 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING 2 SEE SHEET C1.1 FOR ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 3. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON SURVEY PROVIDED BY BKF ENGINEERS. 4. E%ISTING UTILITIES AND SITE CONDITIONS SHOWN ON THIS PLAN SET ARE BASED ON AVAILABLE RECORD INFORMATION AND FIELD SURVEY. SHOULD FIELD CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION AND CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. PROPERTY UNE EASEMENT — - - - - - — CENTERUNE STORM DRAIN WATER - N W --_ SANITARY SEWER -..... -- FIBER OPTIC ELECTRICAL .` .. ` " . . GAS ._. CAS GAS NITROGEN GAS .N1 N2 lu r1r TELEPHONE ... ... ...... ' . OVERHEAD _- 01+. IjH STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN DROP INLET N STORM DRAIN AREA DRAIN v SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT ' STREET LIGHT - GUY ANCHOR JOINT POLE EXISTING CONTOURS Z a J a I— m O a>~ a Z a I.I.I IR a z p J F N W > W J 0 0 M N c •� o n - n o o a et Number. C3.2 v z w 0 as 11 rL€,SS 5's a:EL:Y OWNER L LC I I yr x ? DOL i'L.- D - .4 T AF LEF L,ROAD ?ti OJ 8 O04, �{ I w �,l Lf W§ti- 019 MACIDE AV 4; c t \�T 'v J �. ITt fW 1.0ii ? 0 r. = .. LL � I ANO CMRNIF,zza ;� P1 u r ra # H W . K4 N D Lc MIDDLEFIELD 6al, EAST W T I k A 4,1 0 007 \� <'3' DLEFI D L LC 9 — LD R 'cLLY 80-SB 020) -025) i s\ Z I VA l GRAPHIC SCALE 80 0 80 150 NOTES: 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. 2 SEE SHEET CIA FOR ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 3. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS IS BASED ON SURVEY PROVIDED BY BKF ENGINEERS. 4. EXISTING UTILITIES AND SITE CONDITIONS SHOWN ON THIS PLAN SET ARE BASED ON AVAILABLE RECORD INFORMATION AND FIELD SURVEY. SHOULD FIELD CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION AND CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. PROPERTY LINE EASEMENT — - - - - - — CENTERLINE STORM DRAIN WATER ..... W'1 W SANITARY SEWER - FIBER OPTIC .o -"° ELECTRICAL ` ` . GAS -- rA5 AS .. NITROGEN GAS --N7 113 --t TELEPHONE . -. OVERHEAD 01,- STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN DROP INLET STORM DRAIN AREA DRAIN .r SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT ' STREET LIGHT GUY ANCHOR JOINT POLE EXISTING CONTOURS Z Q qJ 1.L N w Q Z H0 Lu cQ ; F- G F Q Q W 0 (L 0 z ® Z F— N ME LLJ w > w J 10 Q c C a M O m U a N A Number: C3.3 SEE SHEET C3 2 FOR CONTINUATION 83850 0 .. 14A LLJC ;(MAUDE AVENUE G It YAVEENMAUDE AVENUE .*--+OUE (APN180 57 012).APN160-57-012) 44,(.4, J JD1... A"', S16'10'52 w ' .. �JY i S161052 w_<Q S 250.32' 433 13 5j 14B 73'4 - >� 3A c.lC 9 GRAPHIC SCALE g ,- N 3'40'w S� T>a ql�,_ s1a o5z'w� AVENUE so 0 ��; . 7„ '4O1Y�'UF \ 170.4'ZA 80 160 880 MAUDE AVENUE ^�+ (APN 100 57-011) tJ;ru)s OF C txGAr Ir) 7 y OY. \ 8r F, jl O77 �' �rAJ ''7 -'-1 AI ET C7.0 FOR PROJECT BENCHMARK AND BASIS \�'- ! _ CGLF C (5 - OF BEARING. CCi RTtAN. '� \ 4 �.):: / 1G L 1 ) )i 7i, \' i s V � . SEE SHEET CIA FOR ABBREVIATIONS, GENERAL NOTES 6A 4 L \ t AND EASEMENT KEYNOTE INFORMATION. �\ µ� �i 8'} AVENUE3 d1J _a a. /jV 1 X 3. EXISTING TOPOGRAPHIC INFORMATION SHOWN ON TI1ESE (A/,y, ��, yD 0« \'--'�:,-..1 SJ�7 �" 040 0U .l' L ` z PLANS IS BASED ON SURVEY PROVIDED BY BKF iS4D& T4 PC ENGINEERS. \�• NG 1#L Y L _ R 14J -.1 - 4. EXISTING UTILIZES AND SIZE CONDITIONS SHOWN ON MIS PLAN SET ARE BASED ON AVAILABLE RECORD I INFORMATION AND FIELD SURVEY. SHOULD FIEID 0' T' 4 E ;' `7'r 4 S � "/ CONDITIONS DIFFER FROM MAT IS SHOWN ON THESE Z - ` D U 'i. �"+. .T TACT THE OWNER'S REPRESENTATIVE FOR Q \ \I 's 88 )ia `=C AV NL3< ,^ a Z �. - PLANS, CON y �/ N / ? )t DIRECTION AND CLARIFICATION PRIOR TO PROCEEDING F 7-7 APiv $v S' '] 'TL =!k NIH CONSTIfUCTION ACTIVITIES. Q C AJD _ VC b iF i T # r y 3\�_v rr\� VOCSL .. L 87. '.# U Y '�.� L^ 3C3 PROPERTY+ LINE :O.i .per $� 2yg .� 4 1 9 5 I EASEMENT — _ _ _ _ _ 7 fi \ r =�O 11r.J (J - �9 'y '4 N/f8t. < q�.- CENTIAIINE — { ? 05 O ^ �._ i3 I `:., COG! INC A S"t2. STORM DRAIN --�` P ILL r 1 ON, 2 _ W 4 /^ f r (d 1 C 00 �6 WATER y .. 4148E LZ i SANITARY SEVER .._.. ..... - # 4l 40! $(Z.(?T r J - y FIBER OPTIC n - W '* ;. \ 0`18 6N 1t - e" t FJC4\ x W a kry Jm\ g R ELECTRICAL 2 _ 'o .'\ O�N`1 F 1110; 9 N P \ Ory PP! 50 f{5 �' v."3l ri OA9 ._ .5 LU i - �, \ f � i NITROGEN GAS --rT tJ1 5 5 (!) 18'37\ \�� ! 1 - F T POUND) 1 b TELEPHONE .-_. ... ' . — ' \ Sq =.41 rTi 43 OVERHEAD0I. dR Allo STORM DRAIN MANHOLE O - 8 O EAST ' �' - �\,\ "�� F � 43 40 STORM DRAIN CATCH BASIN Mfl t-D- . D R.OAI - _ N4 272Y'' N50'9632 E A- ;y gOt 8 r� } 00 i 4y STORM DRAIN DROP INLET STORM GRAIN AREA DRAIN SANITARY SEWER MANHOLE WATER VALVE FIRE HYDRANT STREET LIGHT �\ GUY ANCHOR JOINT POLE R ' ! ,_ •.� �k'� EXISTING CONTOURS 1 S Z Q ^J LL N FW- O a>~ Paz Q W O I"' 0 aq 0 Z_ Z P N W % w J in c� G et Number. C3.4 5�wwwowwk "SIONAL EDUCATIONAL SgRVIC! EXi?-TBNG Si5 CLYDE AVENUO 0 DO iAPN U50-79-002) (APN� 160-TS-004) lAPM fflO y AvEPUE STIO.K.LF MID WTA CLYn L T VEN'� UM� L�,C Exl��TIND 5139 CLYDE A-mwm-i EXKP-h4Q 640 Ex. CL yDr. CT E"E, EXIST!Wi ��80 IAPN; 160-7S,-0051 DE R, -E FIELD EWS LLC I ELLIS STREET ",'F -eg-013, �(APN: 16 -5S- -2) ,w'm 00 - Cl-y DE AVEN UE RU) -$5 EXISTING LA' NDS OE C Y y AND COUNIfy Or SA-l' a CATHERINE ANNE TRIUS, PORI I P m 1,61--��,— tAi S- Aw C TRUSTEE " V -, , A —�NISTENC �56� 01--,0 AVE-E iAEM 1�50-79-020, APN: 160-70-030, (APM 160-TQ-03UU6 ',AN. 140-70-o9<) AS U,LIS ASSOCS OSE -1 ' 4 I 1. SED fm .� ..'. N ZNE 4T5 PROPOSED LO I'l T JV LLC PROPOSED LOT 03 S PROPOSED .'fS OT 04 LOT ELLIS LOT 02 iAPN: 100-5 AR —K 2 09 Z �O_ PARK I PROPOSED LOT 01 PROPOSED LOT R2 ei PROPOSED LOT Rl O CILIDE AVENUE Co. PARK 3 00 PROPOSED Sk MO 400 LOGUE LL-- I , j I' --, _HNG ADO PROPOSED PROP SED d i LOT IRS 0GaJE AVENUE LOT R. 40 PROPERINES LLC CLYDE AVE'RlEj Z -1 R ROBERT A PUN)TA XK�PNG i Al.A PROPOSE LO L 4f R�D LOT '4!r CLYDE AVENUE fAPN:11-37-0021 Ao/ WESSrEL D -r AL A�, L CLYDAVENU -'l, E E! OGUE Y 0 AVENVI nRib 'APNf %0-68-004 40F, -sN'UE W LOGUE AV� (APN: SW MIDDLERELI) � 520 �AGT wo ROAD 4?040 -,WO) 4, C4.0 7-71) MA-IRTM —�L'�W'F( OF-' YDC, AVENUS -00M iAPM� 160-rg-�02) a, 'APNz "AM 100-7 9-004. 10 o OTA M, A VENUE .......... ... CLYM Ly M� N FEu, tM�MNAG S6� C DF AVMN�: Nan re eXS YING -!VONG 501 --OFFER OF DEDICA ON E.<Glr L!S 8 MF5T .R FUTURESTREE I tAPN: - 0" D CONNECTION -US LL, ERF ELD El 46' TRASH, UTILITY. DRAIN 8 ROMRT CAT�&,.�'ME ANNE TRUS� MOR�cl 400 -"-1 �MMl ANCi 28 ST�V�W P & ANYT C M,$Tff "REV' RAV"ZNG NUM�Mps F, 71 _ ESM I T 1-1 AN D " P I U B - U�'AFC - ----- 2 A�No �o S IF Ct Y AM,) UNTY OF R --wa --vlF CLYDZ AVE 4- APN; 160 �APMc �� w 10, PUIE 2 < um 5 NITR E tu PUE z r '-,171t�LLINE ESMT ROW CATION PUBLIC ACCESS0 Sly 4 DEDICATION NITR PROPOSED 464 S-LIS PROPOSED P1 ESMT LOP SED LOT Pi AS�0'-S 14' 4 ' 011LITY '46 R 80 PUBLIC LOT 02 28 DRAINAGE, AND ' LLIS F- PROPOSED ACCESS PUE PROPOSED 'APN-III LOT 04 LOT 03 TRASH ESMT z z 10 E. PU 1"4 9,)v PUB LIC C ESS TNR�-C FAMILY LC .... ...... 0- z ARK 2 w 0 160,-$ -00" -Tim, -'VA C,,YM� AVEMIE S. PARK PUE 2� 7 W ES uF I MS S PARK 3 MUNV'IPAi GOLF (n UJ PUE 2 46' TRASH, UTILITY, AND DRAINAGE ESMT 'U '4i P > 0 I By. ACCESS SE. 9' S.E, MG 400 L04�QC LAX 0' PUE �D E AND 0. L ACCESS OPOSED PR PUBLIC PRIV ui PROPOSED M$"lNG 401 LOT P2 -j S.,E, PROPOSED < ASH, UTILITY E ...... LOT IRS AN DRAIN LOT 01 z U < ESMT AND 2i�L!O GTRX-ETg II _7 ACCESS C) O'W PUBLIC ACCESS < ui D '0 Z ELL;q S 'MEM' P < �O' V) L)l a L 4 ASH ,0 ROMP' PROPOSED LU Ch W AND DRAINAGE ESMT PUNffA 0 41" f w� LOT R5 '4o ',MSTING 44B E-ST; n FE w (n 26' OLYD'� AV-�-Mja 4 k� w > 0 5; --z 160-Fe-Oos) i EVAE A tkpK 0 (L IF¢0 < PROPOSED WESSML Tr.Q'ST F- LOT R2 411 0 Av-wr' LOOVE (ApiM VO-57-cli.- > 0 U- < A 0 c cap 1'= , LAGUE -- - - ---------- - 4i 'AFN" 'n- "') , _7 -rx AVF"m jr 'AP'j 1611- -0110 C) ;fc 57 MEDDLESELD -TTE, D TF PO D VOGE i GAL -4VA 0 U;STING 463 FA�T PRO ROAD CL AUD� -08,_ SED F, PROPIS 67�' k�AUDE AV�'.NUE' ED LOT IRS 160 Lo T RI !Ao-u-')o4)` 41 -n-n- PA 48 Kn 6�10 110 EA$� 10,!DDLE ROAD zl/4; --- --- --MT! o 6 40 INS ' t9l E �2 < GRAPHIC SCALE -5 Sheet Number: 'o 150 0 150 300 C4.1 m LA KCOLLC,.jH ; 7 � 53 CLYE UCA ONAL SERVICES wAVENUE -- SEE SHEET C22. C9.1. C42. C8.1 C C81 PERTE�� SEE SHEET C2.1, C3.0. C4.L C5.0 C C8.0 -. _ .� N 3-79-9^r ;a� 79 Oa21 — — rr i rlr lrR`� !^ rrl r■r A 160^7^s-OflE} A Aa 54—Y9-0041 � ilrrl: <! r� ■r, �' r� r� rr1 rIR r !� �. p , .. __ aA..D.I INVEs"i:r.,; _8 p s s 6... o PEN . .: t' Ya.. ?,. O-N! 'I b P : LLC .,srING 55S C;..Y E A lE .,R^- 1; f N E NL �.� nin rc.. ` L OE E� .. '.90 $ {7. 180-79 00AVENUE Aloo e 4.fA ST?TE LL F:,±;sF _ - >sR F 8'} '!. T OF N :t C ERY S il. =RNE ANNE =R2 s a§_.RECI yr L,1 r _$'Yy'vEPa F � AN;TA C PJ T I .. o "" X o5 s a V I r i5G i3 ' ,�* G-i4 J30i M • I R4 SLCO- TREE `PROPOSED I PROPOSED =�LOTD05D I PR LOT TOP, D jA M 150 53-0 9 r t 4 8 5 & t 4_ i • } 1,' E NG 4? 5 PROPOSED LOT 03 1 I Z , I ELMS Y I LOr oz 1 1 I LOT 04 1 r fAPN: 180s 1. F, _ _ J1 � �I PARK 2 _ �� '_Y LLCs ix d i I I,5 :44, I w a W 4 � PARK 1 .� 1 I I � -WCLYDE AVENUE IN; i&0-57-00�i N # — I PARK 3 O O n >� I 1 I ® o o l PLOT P. SED s n 1 �l:. M. .., .. to Aat, Lt L .I :1 ■ ■ T I>.. I i. I— ..! > p PROPOSED E-.?� A - PROPOSED ` 1LOTo1 I 100 pH, AV 1 L1T13°�Re Or ( 111J •�• r.. lr� r� r� r� r� r� g+ rr r� r+r ri ,� R5" TI yY ya ■�` GG7I 1 rEa IE m 42 YDE B R aROpDs �+ a =.$a sro i 0 \ I 41 _VE�\ °r / 1 r STiN a W W cn < ! EX .iG 38 F,y ` PROPOSEDC�E -�;t�.i'��■. I� Ida rxv`��Wj"F —��•S;GCS i 0 A;?':�_ AVENUE � •` P PROP I j am r'S�i' \\�� 'n LOT R2 �� `YI, NIVE I — a a ¢14) �3 v 4 a `-.0 U A si' N si - 9 a A jO r- i. V r PROPOSED RAN$ ' v LOT R6 r t PROPOSED g6 suE 1E � ` } c r LOT Rt a ,a 5a a$ _. - 1 6 E I is iLC$90 EAST Ex;EILD ROAD ,,t 1 r. i4,.v - z v r TAo\ II ro U r� r� r� r� r� r� �:� L i� !� r� �•;� rir r err s � r 4, rr —. s. r� r� r� r� r� � o SEE SHEET C2.9. C92, C49 C52 6 G82 � SEE SHEET C2.4, C9.3. C4.4, C5.3 S C8.3 ... o 'm o n GRAPHIC SCALE Sheet Number: 150 0 150 300 C4.2 7-7 TI{ u. 7..iV, a F w SLLS^n LLO EX!Sr:NC 4,aO Rc IS R- cAPM 64-0i�l # a LLC S.`i-40 ' - Mr, gGN LLCCLYDE .-XISTiNG 501 ELLFS -. - R % 3 O1 STREET .. . S.E. IRREVOCABLEDIFFER 1 48'=T ,.,,.,,.,,, LANDS OCITYhh0 COUNTYtN S yw C.0 OF DEDICATION FOR FUTURE DRAINAGE ESM AN S- F r W N 'UMExR*- N .�sr.3 & „ :.3_4-' STREET D CONNECTION PUBLIC ACCESS . 10_�UE ... .. .___.... .. .... _. .. _� S76'38'4�-E : y,.•,� ..saran _ m �..�. �. . �_. 40932' �� .- ESM EL' OWNER EXISTING fa q• ELLIS ST ACCESS 3541t, � m T LOT IRIS I 1.77 ACRES 10 Spry 215.63, L 35 00 R 30 00 ' lk, aN4932'26 W 42'46"E T, 4� \ RASH UTILITY DRAINAGE, N F Ai \ aIGLER ROT ;U 3 `! _ < >zl1Nl A P -1?t _zCALIF COMP 100' \' EXISTING S � AS OF THE -� LOGL Y N S -- NTri-DAY IAPN H &Xt h 815 26' MAUDE AVENP" VA SEE SHEET C4.5 FOR CONTINUATION Resolution No. 18)35 P. 30gg3of 6] T LOT IRIS I 1.77 ACRES 10 Spry 215.63, L 35 00 R 30 00 ' lk, aN4932'26 W 42'46"E T, 4� \ RASH UTILITY DRAINAGE, N F Ai \ aIGLER ROT ;U 3 `! _ < >zl1Nl A P -1?t _zCALIF COMP 100' \' EXISTING S � AS OF THE -� LOGL Y N S -- NTri-DAY IAPN H &Xt h 815 26' MAUDE AVENP" VA SEE SHEET C4.5 FOR CONTINUATION Resolution No. 18)35 P. 30gg3of 6] > Q � u R r u 830� o NN GRAPHIC SCALE 80 O 80 160 NOTES a a z 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. C 2. SEE SHEET C1.1 & C1.2 FOR ABBREVIATIONS, GENERAL NOTES AND a EASEMENT KEYNOTE INFORMATION. Z Z L 3. PG&E EASEMENTS WILL BE DOCUMENTED Q Q UNDER A SEPARATE INSTRUMENT. J J 4. PUBLIC UTILITY EASEMENTS AND STREET d a EASEMENTS MAY BE ADJUSTED IN PHASED FINAL MAPS. 5. INTERIOR PROPERTY LINES SEPARATING 05 Lu Q 0 & PI MAY INCLUDE BUILDINGS CONSTRUCTED DIRECTLY ADJACENT TO THE LINE WITHOUT A SETBACK TO U) ~ F PROPERTY THE BUILDING. , ' 6. A PRIVATE ROAD MAINTENANCE AGREEMENT MAY BE RECORDED BETWEEN PARTIES OWNING RIGHTS TO THE ACCESS W EASEMENTS BETWEEN PARCELS R3, R4A, AND/OR IRS Z V 4 R46, Q F- C PROPOSED PROPERTY LINE a Q F — — — PROPOSED EASEMENT LINE Q Z 0. G — EXISTING EASEMENT TO REMAIN p U ® PUBLIC UTILITY EASEMENT (PUE) W (n W ILL Lu cn I�T w > 0J f STREET EASEMENT (S.E.) ._J a Z PG&E EASEMENT - AN EASEMENT Q 0 TO CONSTRUCT, INSTALL, INSPECT, MAINTAIN, REPLACE, REMOVE, AND FACILITIES AND cc_ USE UNDERGROUND INCIDENTAL PURPOSES (TO BE C DOCUMENTED UNDER SEPARATE INSTRUMENT). LL C PUBLIC ACCESS TO BE DOCUMENTED UNDER SEPARATE F INSTRUMENT L TRASH. UTILITY, AND DRAINAGE EASEMENT (PRIVATE) G EXISTING EASEMENT TO REMAIN wR_ INGRESS &EGRESS EASEMENT APPROXIMATE LIMITS OF PAPA LAND APPROXIMATE UNDER SEPARATE o PUBLIC ACCESS AGREEMENT N N o M J Q N EMERGENCY VEHICLE ACCESS EASEMENT o II ro U N NITROGEN PIPELINE EASEMENT o 2 z° p u ! Q DEDICATION OF RIGHT-OF-WAY Sheet Number: (253 SF) C4.3 RY L HAWK _- - 0 P REAL TR. C ' ._. Ce_YC=' AVENU O E< F 4 ,� t N EJ � O !NT VENTURE L -.. t . sC - S \ - 6 N5 3 SSU i at1 .w EXlST?Nu^ 1r3'< - J s&#L 8 R F N_ CY �'"� t -_0 79 4 R1O Vi' NI CCTRUS C YDE _ .. , .,....�.,� _ 1&PN £ ^ �;IS _ ... _..� - AV i U 3 Rn a % " 4.,= 1 G YD .i, N. ,..,. m } E ub _A 1 Y lk vG41 Y 3 _. 46' TRA_ SH UTIL�T� t 4Pt �;L%:- xs, AND CGJ:4 Q! 3t Z I PROPOSED LOT 03 U' 3.93 ACRES F Q 7 Z F ' Z O V 0: O LL 370.000' M U H- W W I fA W W N I ` 7, PROPOSED LOT R3 1.77 ACRES r I EXISTLNG SUNNYVALE MU,' G=? AL G'tr P 2i3..28 �df 5' NITRO L=189.10' R=265.04' / 261.94' A=Si 6'09'01"W __.. I 3 s L=89.58' R=335.04' A=N16'09'02"E PROPOSED LOT P2 F.fm 1.15 ACRES NNN S.E. 10' 183.13' hm PUE �mN 4 � PUE 3 ^a0 T H�_�< -� UTILITY. AN 53:3,3^���"-7 DRAINAGE ESMT AND v 250:00' PUBLIC ACCE3SS S7213 98§ „< r� - 250.00' WR PROP ERTIES 1:S LLC _ 2 ' RIV TRA PUE EXIS, a2= * UTILITY, AND CL•DE AVENUE DRAINAGE ESMT AND N. 16°'-' } -003r PUBLIC ACCESS S.E. „ 4 PROPOSED LOT R5 ! #RA LLC \ 2.24 ACRES is T 415 C V AV�NUE N40'27'34"E - 278.93' SEE SHEET C4.6 FOR CONTINUATION GRAPHIC SCALE 80 0 80 160 1. SEE SHEET Cl .0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. 2. SEE SHEET CIA & C1.2 FOR ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 3. PG&E EASEMENTS WILL BE DOCUMENTED UNDER A SEPARATE INSTRUMENT. 4. PUBLIC UTILITY EASEMENTS AND STREET EASEMENTS MAY BE ADJUSTED IN PHASED FINAL MAPS. 5. INTERIOR PROPERTY LINES SEPARATING 05 & P1 MAY INCLUDE BUILDINGS CONSTRUCTED DIRECTLY ADJACENT TO THE PROPERTY LINE WITHOUT A SETBACK TO THE BUILDING. 6. A PRIVATE ROAD MAINTENANCE AGREEMENT MAY BE RECORDED BETWEEN PARTIES OWNING RIGHTS TO THE ACCESS EASEMENTS BETWEEN PARCELS R3, R4A, R48, AND/OR R5 PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE - EXISTING EASEMENT TO REMAIN ® PUBLIC UTILITY EASEMENT (PUE) STREET EASEMENT (S.E.) PG&E EASEMENT AN EASEMENT TO CONSTRUCT, INSTALL, INSPECT, MAINTAIN, REPLACE, REMOVE, AND USE UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES (TO BE DOCUMENTED UNDER SEPARATE INSTRUMENT). PUBLIC ACCESS TO BE DOCUMENTED UNDER SEPARATE INSTRUMENT TRASH, UTILITY, AND DRAINAGE EASEMENT (PRIVATE) EXISTING EASEMENT TO REMAIN INGRESS & EGRESS EASEMENT APPROXIMATE LIMITS OF PAPA LAND DEFINED UNDER SEPARATE PUBLIC ACCESS AGREEMENT EMERGENCY VEHICLE ACCESS F^^ EASEMENT NITROGEN PIPELINE EASEMENT DEDICATION OF RIGHT-OF-WAY (253 SF) WE J J a a wa0 N � 0 Q � Q Q JN �WU CL 00. 0z W (A W LL W o a a Sheet Number: C4.4 SEE SHEET C4.3 FOR CONTINUATION IIIIIIIIIIIIIim S1T17'14"W 572'42'46"E • 7 244.99' 410.67' a �. N72'42'46'W 85' 4' A I 500' ROW AND DRAINAGE S171)'14"W 1 P E ESMT I O R 8 02' RZE Ei,WNRTti. ' PA i:, a h R oc \� S Y AY :; ¢ R - �� - :n rdo_ 1 - . ". '3• 3 �.;cr ', ROW ACCESS \ \. \� M 1 t NU5 O%PN e_-s ...v1) C 1- ADJACENT PROPOSED LOT R2 PROPERTY LINE 1:.s,�:� 3.11 ACRES p va N j j I 26' O 4-STMIENT9\ m3 -�I I xs-� Z j w? �t 1 US w 572'42'46"E I I r \ Q a¢ a< 410.68' >o I IZ 9WTA M1DOL ',ELD LLC I 24.69' � � j C .~v � U EX19T1N6 43L CAST t/:ADr£ FL- `Risk. _— D: mFN: 160 0:9s? � �3 0 ILL QR E 26' A _ f sANTj -- n NTY Y TRANS!" IS S 310 LO U E AVENUE . _. PROPOSED LOT R1 (APH: 160- 8) ~ 3,36 ACRES € w r��L=235.26' R=1539.92' K 3 W. .. aS1717'14"W ��. -C 4 "A'sJ L W 80' L=45.80' R=30.00' �y" $ - C '# S N 6=S26.02'25'W \ 6 - IOU kF- 9 1.a Row � � i AP �C- L=430.14' R=1550.00 (,'I-N45*31'43"W '„xr= Vq "00 V i Wj OAD y! A ex 4RCi1L6FiE 0 LLt: DLEGI L0� I APPROXIMATE D NT •' PROPERTY LINE � �PFM 150 -.fl Gc�1 \VA V I 6ezalu[lon No. 19735 1 GRAPHIC SCALE /1 80 0 80 160 NOTM 1SEE SHEET C1.0 FOR PROJECT BENCHMARK a Ed 10 °0 0 N tli AND BASIS OF BEARING. 2. SEE SHEET CIA & C1.2 FOR ' ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 3. PG&E EASEMENTS WILL BE DOCUMENTED UNDER A SEPARATE INSTRUMENT. 4. PUBUC UTILITY EASEMENTS AND STREET a 0- EASEMENTS MAY BE ADJUSTED IN PHASED FINAL MAPS. Q. Z 5. INTERIOR PROPERTY LINES SEPARATING 05 w Q O & Pi MAY INCLUDE BUILDINGS I CONSTRUCTED DIRECTLY ADJACENT TO THE UNE WTHOUT A SETBACK TO UI PROPERTY THE BUILDING. W Q ' Q 6. A PRIVATE ROAD MAINTENANCE AGREEMENT N MAY BE RECORDED BETWEEN PARTIES Q J OWNING RIGHTS TO THE ACCESS R4A, �L F W EASEMENTS BETWEEN PARCELS R3, R4B, AND/OR R5 Z V L=U6� W — PROPOSED PROPERTY LINE a ~ Q — — — PROPOSED EASEMENT LINE Q Z a — EXISTING EASEMENT TO REMAIN J 0 ® PUBLIC UTILITY EASEMENT (PUE) W N W LL ; U) Lu o STREET EASEMENT (S.E.) J 0. PG&E EASEMENT - AN EASEMENT Q O TO CONSTRUCT, INSTALL, INSPECT, MAINTAIN, REPLACE, REMOVE, AND USE UNDERGROUND FACILITIES AND IX ! ^ INCIDENTAL PURPOSES (TO BE 2 Li DOCUMENTED UNDER SEPARATE INSTRUMENT). PUBLIC ACCESS TO BE DOCUMENTED UNDER SEPARATE INSTRUMENT TRASH, UTILITY, AND DRAINAGE EASEMENT (PRIVATE) EXISTING EASEMENT TO REMAIN 3 m INGRESS & EGRESS EASEMENT APPROXIMATE LIMITS OF PAPA LAND DEFINED UNDER SEPARATE z PUBLIC ACCESS AGREEMENT a N N EMERGENCY VEHICLE ACCESS EASEMENT oII m NITROGEN PIPELINE EASEMENT N 0 6 DEDICATION OF RIGHT-OF-WAY Sheet Number (253 SF) C4.5 S' TRASH UTILITY � � "� ND DRAINAGE Sq r \ ND PUBLIC ACCESS PROPOSED c J % LOT R4A i J0 H 1.28 ACRES Q Q 308.94' Q°Q° F ANC PUE I + ?6• � N401 278.5 SAWTELLI L 4397 R 1040 p0. l COURTYAR�N D 47070a7 �.. A sva;Rs LP E IST,PIG 835 AVENUE � � CLAsTZ, .3l "u 'L VOlaFL D CLA D TT6 q SHEET C4.4 FOR CONTINUATION zsD.Do' 1 W m ppc T AP5 PUE h Nv PROPOSED LOT IRS 2.24 ACRES y rOV. A LLCt PRIVATE TRASH UTILITY O cYb tO 4-- +' " ... DRAINAGE ESMT AND - CL P )'-- IC ACCESS tAPd r flr fl=;23 . 7'34"E 3• 1.53' R-1040.00' 979,16"W .. Ek3 �sG SL t . 3 t.GF ^ 9 ;aS~55 TRUST EX•5 I u # CA Y, 6OS7O ) �I afi3TING. 655 F- 2 x aac 0 VG 3 7 RONALfl OGEL Z AUDETrE C VCCEL 12 R 30.00 0 42 56"W F VO AUD �E �. GOOOLE INC Z \\ RiS Ey a EXISTING 405 U' jh CLYOE AVENUE 59-004) OLID \ y t q as .. .... .n' n eesnluticn N1.18— Pa e33ppyof a] > Q � U 6$ E 8�e� GRAPHIC SCALE 80 0 80 160 z 1. SEE SHEET C7.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. C 2. SEE SHEET C1.1 & C1.2 FOR LL ABBREVIATIONS GENERAL NOTES AND G EASEMENT KEYNOTE INFORMATION. Z 7 L, L 3. PG&E EASEMENTS WILL BE DOCUMENTED UNDER A SEPARATE INSTRUMENT. 4. PUBLIC UTILITY EASEMENTS AND STREET a EASEMENTS MAY BE ADJUSTED IN PHASED FINAL MAPS. (L 7 5. INTERIOR PROPERTY LINES SEPARATING OS O & Pi MAY INCLUDE BUILDINGS w CONSTRUCTED DIRECTLY ADJACENT TO THE LINE WITHOUT A SETBACK TO cn Z PROPERTY THE ; � N B. A PRIVATE ROAD MAINTENANCE AGREEMENT m F. CC'. MAY BE RECORDED BETWEEN PARTIES Q J OWNING RIGHTS TO THE ACCESS ¢ Y f— W EASEMENTS BETWEEN PARCELS R3, R4A, R4B, AND/OR R5 3 Z () Q Lu Ix L LEWD PROPOSED PROPERTY LINE a Q ¢ — PROPOSED EASEMENT LINE ® Z 0_ G --- EXISTING EASEMENT TO REMAIN J � o v ® PUBLIC UTILITY EASEMENT (PUE) w (f) Lu 3 LLLLJ N LL W O > STREET EASEMENT (S.E.) PG&E EASEMENT - AN EASEMENT Q O F TO CONSTRUCT, INSTALL, INSPECT, MAINTAIN, REPLACE, REMOVE, AND USE UNDERGROUND FACILITIES AND ? C PURPOSES (TO BE INCIDENTAL DOCUMENTED UNDER SEPARATE INSTRUMENT). LL C PUBLICACCESS TO BE DOCUMENTED UNDER SEPARATE DOCUMENTED F INSTRUMENT c TRASH, UTILITY, AND DRAINAGE EASEMENT (PRIVATE) EXISTING EASEMENT TO REMAIN F� INGRESS & EGRESS EASEMENT APPROXIMATE LIMITS OF PAPA LAND DEFINED UNDER SEPARATE z PUBLIC ACCESS AGREEMENT a n o o o EMERGENCY VEHICLE ACCESS EASEMENT \ 11 NITROGEN PIPELINE EASEMENT _ rn o 2 z° n o vIo$a'� o DEDICATION OF RIGHT-OF-WAY Sheet Number: (253 SF) C4.6 wut g W lal�Y2 H w PR LOT 01 97' POPA LAND I _ PROPOSED A SECTION A - POPA LAND MIS F- I' � N 500 & 510 LOGUE AVENUE W W 520 1,510 LOGUE AVENUE SS & SD ESMT I I I I LS I 26t I LS DRIVE AISLE I I I U U I I PROPOSED S SECTION S - LOWE AVENUE ITS R Z z Q a. u w jr il wQN NCO Q > 1- Q N aFw a u azQ J;=a Lu in LL w>w �c O cr 0- R. i y v rn o n Sheet Number: C4.7 EXISTING PR LOT 03 PROPOSED C SECTION C - PARK S NS F � a w � EXISTING 73 a a PROPOSED D SECTION D - CLYDE AVENUE NTS Z Z Q O J � a u w w Q N v~iU,0 Q > H �aQ N Qww (L U I.L ozQ JPa w > w J N a. Ir a ^O m o e O A E R o $ o o a Sheet Number. C4.8 Resolution No. ]e]35 Pa e36 of a] = a O o N A w 500 EAST MIDDLEFIELD ROAD ww w Ox-Ova 1 1 I VARIES 1 -13' o 0 3 5, MAINTENANCE & PE ESTRIAN ESMT W.C.E. 3 SW 5'f VTA - MIDDLEFIELD PARKING LOT LS I I SW STATION I I I I I I '�.'',. �.3 1. ; Z EXISTING of O cn L Z Z a w w a J F U I PR LO7 R1 a U a. LIJ 26' EVAE I LLI Q N I I 126.4' POPA LAND E.x ��—/� Z j TAP"' VJ O H W I I Q> Q o 1 I U 77 Y H ,.,.,. 02 CCZJ J PROPOSED Q hW-' LU U E SECTION E - POPA LAND a Z NTS inz<< 70' ROW Ja J p a. 50.5't LLI to FC-FC I LL 3. � W W 835 W MAUDE AVENUE 1 PARKING LANE 1 830 W MAUDE AVENUE J N Z PARKING LANE ® 0 Q 835 W I 22'f S' I LS a O A DE BL G LS IK TWO-WAY BIKEO O LANE TRAVEL LANE LANE LL as g,. U EXISTING a a EXFC-PRFC II I KBUFFERI IPR LOT R4A e' . EX I I( I IN S' 11I I 'STREET ESMT LANE Ex zo° ' 1PU' VL IILSKE AE LANE LANE MAU: (L.3EBNsw a N PROPOSED o w o a a p SECTION F • MAUDE AVENUE Sheet Number: _ ITS C4.9 885-88 EXISTING E AVENUE Eli I a __.......-._...___.......__.___._.... � w w C-EXEC PR LOT RIS I I I BUFFER _(1yE_Nut; I 10' PUE 7' 7' 11' 11' 7' -:: ...... _I ^_.__..._..... JPR I PRBIKE TRAVEL TRAVEL BIKE EX I.S I I SW LS SANE LANE LANE LANE SN I I I PROPOSED G SECTION G - YAUDE AVENUE _ NTS w w 520 LOGUE AVENUE I I LANDS OF CITY AND I 1 I PG&E SS & SD ESMT ESMT 520 LOGUE 8't I I PARKING LOT AVENUE BLDG LS I I I I EXISTING g w a I I TRASH UTILITY DRAINAGE ESMT AND PUBLIC ACCESS PROPOSED H SECTION N - LOT OS NTS Z Z Q 0 a v W ix a co to Lu Lu 0 G � Q aN aWW a. H V 0 IX aza JI=a W > W ca 0 i ir a N M \ O ro J O N f O Z C4.10 i 85' ROW I SW ESMT 71'± FC—FC 1 441 ELLIS STREET 350 ELLIS STREET BIKE LANE BIKE LANE SW LS 12:b 10.53 12.5± ill: 19 7+ LS AVEL AVEL TURNAVE_TRA L LS-1 I LANE LANE LANE LANE LANE EXISTINQ ....................................... . ................ ............... ............ . . ............... .... ....... 4! 70' I STREET ESMT C-PRFC FIR LOT 01 12 11, 11, J JEI PL±�!q AVEL MEDIAN AVEL AVE p PRI 11 AVEL M NE LANE LANE LANE LS SW PROPOSED SECTION I - ELLIS STREET 80' ROW I I STREET UTI 70.5'+ LITY ESMT 4� —; FC-FC BIKE fi5K�Et LANE SW ESMT 490 EAST MIDDLEFIELD ROAD! I 500 EAST MIDDLEFIELD LANE I LANE I LANE I LANE EXISTING . .......... .............. ........................ . ............. ............... ............. 70' — STREET EXFC-PRFC IK ESMT UFF F2L �UR 's lI 2' AVEL RAVEL _. t11S LANE LANE LANE LANE LS PROPOSED SECTION J - ELLIS STREET NTS Ur-ImencrFm C4.11 455 EAST MIDDL PROPOSED K SECTION K - EAST MIDDLEFIELD ROAD _ NTs Z Z Q 0 J � a v w w Q co (n u 0 a>� 2P N Qww a~v 0 Z Q J�a W N �y > W J N 0 0 it a C4.12 \LG 51.35 ..; 07± 80 - - LG 50.84t 4 f EG 5 3; R` OW-lq I <¢ .� 1. 1 LG 51.23t PR CURB TC 55 41 q qET DMINNER LLC X NG 360 \ ELLS ABET .afnm 0 - 3-016S3 'DCB RIMRIM 55.00t\ _X $DMH RIM 5613t r . S s'ENUE LG 55.10t I \ SDCB RIM 55.37t Mimi ML SEE SHEET C5.2 FOR CONTINUATION PROPOSED LOT R3 FF 54.0± p0,y 1 ! - 2- SS OF Te;e S iAAu wV�.iz: �_SO-13 GRAPHIC SCALE 80 0 80 160 NOTES: 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. SEE SHEET CIA FOR ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 2. EXISTING UTILITIES AND SITE CONDITIONS SHOWN ON THIS PLAN SET ARE BASED ON AVAILABLE RECORD INFORMATION AND FIELD SURVEY. SHOULD FIELD CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, CONTACT THE OWNER'S ON FOR DIRECTION AND CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. 3. SURFACE FLOW WILL BE AWAY FROM THE BUILDING AND WILL BE CAPTURED ONSITE. SURFACE DRAINAGE ACROSS PROPERTY LINES WILL BE PROHIBITED UNLESS PERMITTED THROUGH A SURFACE DRAINAGE EASEMENT OR OTHER LEGAL AGREEMENT. 4. FINISHED FLOOR ELEVATIONS SHOWN ARE APPROXIMATE AND MAY BE ADJUSTED BASED ON FINAL BUILDING AND SITE DESIGN. LEGEND: SURFACE DRAINAGE FLOW ARROW IN ROW EXISTING SPOT ELEVATIONS EXISTING CONTOURS ■ STORM DRAIN CATCH BASIN Z Q J 7 a Q waa (n w Q > Z 2 P 0 O se F- ZLu Q Q H ais W Z Q Q 0 V) w > 0 > o a< c0 Z_ O g O C5.0 CLARKCO LLC, HAWK _,.»....,.z. O P REAL ESTATE LLC DE d Y RIDGE PROPER a CLYDE INb 5 h`v0 CUT H 4E p ;;O d i'\T PROFESSIONAL & EXISTING3 C4 8 3NF _LS X S §4G ,3 NA #ACLYD n d C A`R>4 C� R S n C FS '� d TC 4 46 . (>rC 59 #ae #. -6^. EXISTINGCLYDEAVENUE'CLYf . 8 u O Jb LG 46 08 I zt 3 £ T9 ......__. .... ... ,..< . f). F 5A4 1 's A f, _ EG �7.V Of R LANDS t '� 9 ,.. .. .e.. .-, - 49 f, a.. ,�_,. - I _ X ,,.-RIM 46.21± '1` C` RIM 46 23±� PR RIM 46.87f TC 46.72 R 1 ` G147 f 1 RN TC 46.75 1 '. 1 TC 46.94 o,^ PR LG 46.82± 1 <rc LG 46.TC 445 72f I _ ITC PROPOSED LOT OS 1 PP 481.3+ IPROPOSED LOT P1 U X FF 48.3+ o RIM 47.63± PROPOSED LOT 03 PROPOSED LOT 04 T 3± 1 QFF 49.2± 1 FF 48.2+ LG 47.85± .1 1 f 1 5± Q' I T ± LG 47.86± I 7 LG 47.94f -. Z I X3ST sJNNYVALE f' 4 7±1 [ d1 PAL GOLF c0 1 \� c 48.59±1 I hox c ; Ss oG4s G493± 1LL 19 RIM 48.93f ; 'b �� 0 0 _ ,S" NG 441 f' W , AVENUE RIM 48.83f CLYDE 'APN, =&O 3 au,., _' RIM 49.42± w W LG 49.57± T 0.11± N' C 5 ± LG 49.73± \ \ LG 49.74± I PARK 3 FX SDMH R� - M 50.77t j PROPOSED LOT P2 r FP ILG 51131f pg0p \ TC f TC 51 83f PLOT R30 pFFD \ \ LG 51.64f77,; 40 P0 .00±- , P 54.0± i \ 1 \ YRMPRO!2 L SDCB EXIST!P B RM 521± CLYDE 4/R1 TC 54.42 'oHOpOS� a \ M pps X C (APN - 5 1607 00 \ RIM 4± i, RIM 52.19± ti ��FST� TC 54.55 SCp 52.8 7x T A44 .. AI4 ,0' 4 TC 54.88± PROPOSED LOT RS 10 AMBA LLC 54.54} FF 55.8+ EXISTING 415 T 6 CLYDE AVENUE �39 � LG 53.16± APN 180 57-00) _ 4. SEE SHEET C5.3 FOR CONTINUATION NOTES: 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. SEE SHEET C1.1 FOR ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. Z 2. EXISTING UTILITIES AND SITE CONDITIONS SHOWN Q ON THIS PLAN SET ARE BASED ON AVAILABLE RECORD INFORMATION AND FIELD SURVEY. J SHOULD FIELD CONDITIONS DIFFER FROM WHAT d IS SHOWN ON THESE PLANS, CONTACT THE OWNER'S REPRESENTATIVE FOR DIRECTION AND ix a CLARIFICATION PRIOR TO PROCEEDING WITH L1.1 Q 0. CONSTRUCTION ACTIVITIES. 3. SURFACE FLOW WILL BE AWAY FROM THE 'R BUILDING AND WILL BE CAPTURED ONSITE. SURFACE DRAINAGE ACROSS PROPERTY LINES ; ' L WILL BE PROHIBITED UNLESS PERMITTED EASEMENT OR C Q THROUGH A SURFACE DRAINAGE OTHER LEGAL AGREEMENT, Q Q SHOWN ARE Y ~ 4, FINISHED FLOOR ELEVATIONS APPROXIMATE AND MAY BE ADJUSTED BASED ON FINAL BUILDING AND SITE DESIGN.LU LEGEND: Q V a o 0 Z N SURFACE DRAINAGE FLOW H O ARROW IN ROW LLWa EXISTING SPOT ELEVATIONS 1.1.1 > 0 EXISTING CONTOURS Q O_ ■ STORM DRAIN CATCH BASIN C Sheet Number C5.1 SEE SHEET C5.0 FOR Y4$ y gT Y XF RIM 55.00t I x SDM RIM 56.13t 1, A IANDLOFR.D X .NG490 EAST Sd DD- T&D P A fiah. C 04t 1 TION i �■wpm EX 50 ._ .. EX SD C Sf fEr3 i €,At X u 5 MA ENU \ to T Z 0 Q Z 0 V 0 t� LL 10 V F w Lu 'y rJl � : i �•'' LU 1AMI FF E .D QO 7 co Resolu�lon No, 1—S Pa , 42 of 47 o � E 083l GRAPHIC SCALE 80 0 80 160 NOTES: 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. SEE SHEET C1.1 FOR ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. Z 2. EXISTING UTILITIES AND SITE CONDITIONS SHOWN Q ON THIS PLAN SET ARE BASED ON AVAILABLE J RECORD INFORMATION AND FIELD SURVEY. SHOULD FIELD CONDITIONS DIFFER FROM WHAT a Z IS SHOWN ON THESE PLANS, CONTACT THE Q OWNER'S REPRESENTATIVE FOR DIRECTION AND CC Ll J CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION ACTIVITIES. Lu c 3. SURFACE FLOW WILL BE AWAY FROM THE BUILDING AND WILL BE CAPTURED ONSITE. SURFACE DRAINAGE ACROSS PROPERTY LINES ; Z WILL BE PROHIBITED UNLESS PERMITTED C Q THROUGH A SURFACE DRAINAGE EASEMENT OR C OTHER LEGAL AGREEMENT. Q a' Y ~re 4. FINISHED FLOOR ELEVATIONS SHOWN ARE Z APPROXIMATE AND MAY BE ADJUSTED BASED ON FINAL BUILDING AND SITE DESIGN. Q Lij V LEGS a 0 ^� SURFACE DRAINAGE FLOW ARROW IN ROW W N Q. IJA _. EXISTING SPOT ELEVATIONS W % O J � EXISTING CONTOURS Q n. Q ■ STORM DRAIN CATCH BASIN C5.2 l rl rc s4 esx LG 54.543r EX SDMH RIM 55.083 f EX SDCB. RIM 54.413 OU AHF P2R.N S, LP G: LL N U IF LU LU tu to y SEE SHEET C5.1 FOR CONTINUATION P NAL D tM: c- P - P D -TE V V- :TC 56 20t t - VC' s Sw <UJ �'LG 55 89t. D L xss-- C B5�a MAU.J' A'f..NS, LG 55.92f,.. th\80^§9 uG3 € O. EL AE / o R 5 r N EX A S RIB NOTES: 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. SEE SHEET CI.1 FOR ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. Z 2. EXISTING UTILITIES AND SITE CONDITIONS SHOWN Q ON THIS PLAN SET ARE BASED ON AVAILABLE J RECORD INFORMATION AND FIELD SURVEY. ^ Z SHOULD FIELD CONDITIONS DIFFER FROM WHAT IS SHOWN ON THESE PLANS, CONTACT THE Y. OWNER'S REPRESENTATIVE FOR DIRECTION AND d J CLARfFICATION PRIOR TO PROCEEDING WITH Q Q. CONSTRUCTION ACTIVITIES. W 3. SURFACE FLOW WILL BE AWAY FROM THE BUILDING AND WILL BE CAPTURED ONSITE. U SURFACE DRAINAGE ACROSS PROPERTY LINES Z WILL BE PROHIBITED UNLESS PERMITTED C O THROUGH A SURFACE DRAINAGE EASEMENT OR C OTHER LEGAL AGREEMENT. Q 4 4. FINISHED FLOOR ELEVATIONS SHOWN ARE Y ~ Z APPROXIMATE AND MAY BE ADJUSTED BASED ,1[ ON FINAL BUILDING AND SITE DESIGN. Q U v LEGEND: 0-0 o W aZN ^� SURFACE DRAINAGE FLOW ARROW IN ROW a W ULL Iu _. EXISTING SPOT ELEVATIONS > O W J EXISTING CONTOURS Q O_ ■ STORM DRAIN CATCH BASIN C Sheet Number C5.3 R-I.me No. 1I'll is 1 W A - D' LLC z $ r 1 640 o n s 'vC 4E m�s - MSD PEN CL V5 L p +2t I I I r EXISTING �aC# -- 9 0 :A, 3,. L0 34-OIS, - -.§1. 11 sT�e „ APN PH R;O S.t. RREVOCADLE OFFER 48'�TR UTI I Y " - OF DEDICATIONSTREET D FOR FUTURE DRAINAGE ESMT AN .. LANDS OF CITY AN F-Y P N . W R PUC DRAW S.3 SCR + ^7 G A CONNECTION PUBLIC ACCESS GRAPHIC SCALE } w 80 0 80 160 Ilkb ;— - — . I I o F 10 r /lc�w a` BENCHMARK AND BASIS OF BEARING. z }! �w � 'a o Il I $° ! tl z N z? j 1SEE SHEET C1.0 FOR PROJECT 2. SEE SHEET C1.FOR UTILITY LEGEND, i a ABBREVIATIONS,, GENERAL NOTES AND "z EASEMENT KEYNOTE INFORMATION. _ J 64 1L& 5T i1 I Ig j I 1137. f 37' ' 3. FINAL LOCATIONS FOR BUILDING FDCS TO a Z �XSTIN13E COORDINATED W17H THE FIRE S464 80 'I 11 v 1 DEDICATION I DEDICATION DEPARTMENT DURING THE BUILDING a - t I PROPOSED PERMITTING REVIEW PROCESS. J STREETELLIS ROW ._ ,a rA 9 476--STRfEY _.. _ - I, - LOT 03 SE 14' PUBLIC .ems; "'" 013) V '' PROPOSED LOT 02 I I FF 50.05 4. PROPOSED PARCELS WILL HAVE A a .� x- Y- 'T FF 50.58 Z DEDICATED RUE ONCE UTILITY SERVICES LLB - T i 10 O ARE LOCATED AND WILL BE RECORDED N LU >- 163-F6 0 '1 < I 10 I F WITH THE PHASED FINAL MAPS. Q ' w 1 j 2 I z llTR.ITY LC-c3ENQ Q J VVF'> _ f 3 � £ 5' NITROGEN 2 Z _ 3_o Z ---- PROPERTY BOUNDARY LINE Y VSTORM DRAIN LINEix W '� a _ ' O —x� n— SANITARY SEWER LINE a 6! �. —_ - h LL . v WATER LINE Q Z N L 0 FIREWATER PARK 2 2' S.E 2• U ry n J O '""'<-<SrT��• H. -xz uz—xa- NITROGEN GAS LINE LLI a P p 1 10' 4 0 STORM DRAIN MANHOLE ' 0' Wa IILL In PARK 3 w ® SANITARY SEWER MANHOLE J to ■ STORM DRAIN DROP INLET/ Q Ia T ! OVERFLOW INLET g O2 STORM DRAIN CLEANOUT R 'N 10 w II - ■ ' STORM DRAIN CATCH BASIN tt I it + 2 SANITARY SEWER CLEANOUT 10' M: 400 L^GUE LLC WATER VALVE 0 97 ;j ! 3 EXISTIN 400 r ^ I W 4' o L OGUE AVENUE + },., I PROPOSED II PROPOSED LOT O1 = (API, 16 $S-002) ! LOT R9 + FF 56.06 J I e a I FF 52.80 a I € .I I 0 I - �'I I 70 3, H T, LT I AND DRAINAGE ESMT II I ��. i _ O R 3S A o o ELLIS STREET -- S- - R: e r F HE o m m OWNER Lao �_ �. � 3.4 sE A`f '+,` I ~ I i u � �- .0.Y � o E0-58 o n 6Y+:TIN 50 I I 3' LI � ' j { �Ls ,°'• � ELLh A F �"7^� 9' .. ACCESS 26 '2.hV \�._ �, �n�a�P.:LO9e A�ECd.S _ — , L Sheet Number: SEE SHEET C6.2 FOR CONTINUATION C6.0 - qL Eti LP ? -: OP4 REALESTATE Cii; ,e T f -1 P fT C TiS9 [ r RT •'..' JON VENTURELL 1: AVEiUE -EA , LS z _ t-.•. ,. 580 m`X: aDijcArIONAL -_ OES fArN s0HSl _ STVE S .:., O AVENUE -r o N%0 F4 k k .R 3 F 4-v3 ik 3fiPN:teA-YVE AVENUE ' o-mr oo P ooa 6PN G 2 .3. .A N: T9^ 03) APN 160 73 - 33: 4 ' TRASH,A`� F Tf h ?UN O AN KPANC .. DRAINAGE ES M 5 _e M8 q . q __ - ' IAND PUBLIC ACCESS - �. -o > ---� O O 2 F ' z7 I I I Wow FJ_ Naa� S.E. ?a azza Y I =Za `�a� Snd a I'I 1 a '-tea PUENI , I o t ' 7' PUBLIC 'EN PIPELINE ESMT IPROP,F 47.38T 05� 91 € Z PROPOSED LOT 03 III PF 50.05 I'I PROPOSED LOT 04 O Z7' PUBUC FF 47.93 S.E. r U' LL V01, I- N PARK 321 U ITY, \ TRAS UTIL AND DRAINAGE I I ESMT AND PUBLIC2, \ ACCESS S PROPOSED / r� `\ i ' LOT R3 ��0 \ PUE FF 52.80 / / �QJ� \ ry2p�p \23'.-PRIVATE TRASH. \ 99 O ` TILITY, AND \ DRAINAGE ESMT ANDJN „y �GDr \ PUBLIC ACCESS 26' /' UTILITY, AND DRAINAGE ESMT \ \ 10' I� AND PUBLIC P \ \ / ' / PUE {\ \p LESS FSOpeOq \ / / PROPFF PRIVATE 53.1Lo 5T RS S.E.I31 ■■�? AND DRAINAGE ESMT AND IA. UTILITY PUBLIC ACCESS �! SEE SHEET C6.3 FOR CONTINUATION N DRAINAGE AND TRASH ESMT 1 I 11 PROPOSED LOT P1 FF 47.38 rllEias RM _: k.ST4 $4- CLYDE AVFNf 2 A N: 1505 7 r05) .. OSED LOT P2 PP 51.57 aIUy m w VRDl - P P ' Ll- TN 3 3 Ar N. BO 57-003i A L EXISTNG 4-0 C T AVENUE CAPM EX8ST3lf SUN6NYVALE MUNICIPAL GOLF COURSE fAPN 180-88-00a3 l GRAPHIC SCALE 80 0 80 160 1. SEE SHEET CI.O FOR PROJECT BENCHMARK AND BASIS OF BEARING. 2. SEE SHEET C7.1 FOR UTILITY LEGEND, ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 3. FINAL LOCATIONS FOR BUILDING FDCS TO BE COORDINATED WITH THE FIRE DEPARTMENT DURING THE BUILDING PERMITTING REVIEW PROCESS. 4. PROPOSED PARCELS WILL HAVE A DEDICATED PILE ONCE UTILITY SERVICES ARE LOCATED AND WILL BE RECORDED WITH THE PHASED FINAL MAPS, U11LI7'T I EOEND: .�--- PROPERTY BOUNDARY LINE STORM DRAIN LINE �r—r— SANITARY SEWER LINE —w—w— WATER LINE —rw—ww— FIREWATER nz—nz— 2— NITROGEN GAS LINE STORM DRAIN MANHOLE ® SANITARY SEWER MANHOLE STORM DRAIN DROP INLET/ OVERFLOW INLET �5 STORM DRAIN CLEANOUT ■ STORM DRAIN CATCH BASIN • SANITARY SEWER CLEANOUT WATER VALVE Z Q �- Z Q WJ (. Q > � ~ J Q Z Q UJI a (3 W wv)0 W o a ®_c G Ci6.1 I 77 A- I Exi gTIN 4 A y UIR D ROAD APiv: 60 J �; aI i' a It ' I It M AV 4+,'E .� I �r I c o I- ir LL t M u 2 mflLLCW [ X R u 6 EAST W E E D ROAD��' N ! S. N -PNt 4 s-u P A GRAPHIC SCALE 1 80 0 80 160 NOTe 1. SEE SHEET C1.0 FOR PROJECT BENCHMARK AND BASIS OF BEARING. 2. SEE SHEET C1.1 FOR UTILITY LEGEND, ABBREVIATIONS, GENERAL NOTES AND EASEMENT KEYNOTE INFORMATION. 3. FINAL LOCATIONS FOR BUILDING FDCS TO BE COORDINATED WITH THE FIRE DEPARTMENT DURING THE BUILDING PERMITTING REVIEW PROCESS. 4. PROPOSED PARCELS WILL HAVE A DEDICATED PUE ONCE UTILITY SERVICES ARE LOCATED AND WILL BE RECORDED WITH THE PHASED FINAL MAPS. unm LEWN D PROPERTY BOUNDARY LINE STORM DRAIN LINE SANITARY SEWER LINE —x�x— WATER LINE FIREWATER xz—Ns—Ns— NITROGEN GAS LINE STORM DRAIN MANHOLE ® SANITARY SEWER MANHOLE STORM DRAIN DROP INLET/ OVERFLOW INLET me STORM DRAIN CLEANOUT ■ STORM DRAIN CATCH BASIN • SANITARY SEWER CLEANOUT WATER VALVE z a a z a w2J a N Q i � ~ J a_ Q W a~� W 0 Z w N a W i o a i C6.G Resolution No. 18735 U O , SEE SHEET C6.1 FOR CONTINUATION ? 8 E MEN*,,mmm_ �� �l ate., �� / UTILITY, AND #.ri a- L� DRAINAGE, ESMT \ \ / / 10' €S F 4 5 w w+ \ / AND PUBLC / PUE VENUE \\� 7 ACCESS +( / 2' '„ fi U"?.t 6' \ / S.E. . ... 1Y. 1 \ � JOyy 11 GRAPHIC SCALE J AMBA LC 3' VAT UTILITY XIST 41 v'�- r AND DRAINAGE ESMT AND I YDF A ...,E BO 0 80 160 PUBLIC ACCESS S -57 0021 i. Q o. NoTe A GS L i. SEE SHEET C1.0 FOR PROJECT — \� @ BENCHMARK AND BASIS OF BEARING. O SAWTELL �\, �\ s v J8 r U COUR?YAA - \ �"`� QJ�' I 2. SEE SHEET C7.1 FOR UTILITY LEGEND, Z aAA?gtk'r? I, y a ABBREVIATIONS, GENERAL NOTES AND f E 11 1 \ ` ~• , S `:� 4,i T.:. 3. FINAL EASEMENT KEYNOTE IRNFORMATION. a A.4$JOC A CN / ;ArH. 1\ 3 C am;\ VD-- NNALD D VOGEL' y�',yy,, ((��,YD AVENUE 1 L OED BUILDING FOCS TO z J - 0 L A LE7?E �O MNL 140-57 0143 BE COORDINATED WITH THE FIRE No`'F DEPARTMENT DURING THE BUILDING a Q Z EXISTING�da 4iR C� PERMITTING REVIEW PROCESS. W Q J O_ V A- ? .m ///PROPOSED \ t\( .APN. 35 4 DEDICATED PUECONCE UTILITY SERVICES ~ a j,� - NA \ ARE D AND WILL BE RECORDED N W >' Z ZI `., ;�,. �, v {��, N..., WITH LOCATED PHASED FINAL MAPS. Q ' _... _ ;c ii F� \ vc �.A -D. ;•, x€ 4 11t1L1TY LEQBJa EL 2 H ✓J zz \ TRUSTOE AV UEE C1 � AaEx:.� tip. x +a.�:.,,� ?a�, - --- Q J ,w .DO-59-OORi 16 _ .... — PROPERTY BOUNDARY LINE W J LL \ Jz, ^QJ(" \\ \� �.; -, '-�,"` STORM DRAIN LINE = O �;_; SANITARY SEWER LINE a Q a NF- m PROPOSED LOT RB .0 - w WATER LINE LU FF 5725 Z N FIREWATER — _� - oQ� \ \ 5 �� xz—xx xa— NITROGEN GAS LINE I.L W 0 3 ' - _ `\ \ ' PARK 4 y\ 4 STORM DRAIN MANHOLE I.I.I ' Ld / ® SANITARY SEWER MANHOLE Z Kn D IL / ' OVERFLOW INLET Mn.0 E v - • STORM DRAIN CLEANOUT Z ��\ \ ` STORM DRAIN DROP ET E45 a y9 FS - e \ y- \ S O Aare, 1 5f 0"` • ■ STORM DRAIN CATCH BASIN ® SANITARY SEWER CLEANOUT oJ4". Q ,r WATER VALVE U t z., ' m g z N < N r el m U m c o z C6.3