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HomeMy WebLinkAbout4.06 Schaefer Rch Final Map TR 6765 CITY CLERK File # D~[o]~-~~ AGENDA STATEMENT CITY COUNCIL MEETING DATE: February 20,2007 SUBJECT: ATTACHMENTS: RECOMMENDAT;ON~ 'r~ ~ FINANCIAL STATEMENT: Approval of Final Map and Improvement Agreements Associated with Tract 6765, Schaefer Ranch (Schaefer Ranch Holdings, LLC, a r California Limited Liability Company) Report Prepared by: Frank Navarro, Senior Civil Engineer -(l..t ( 1) Resolution approving the Final Map for Tract 6765, together with Exhibit "A", Improvement Agreement for Phase 1 Improvements, Exhibit "B", Improvement Agreement for Phase 2 Improvements, Exhibit "C", Improvement Agreement for Offsite Improvements, and Exhibit "D", Improvement Agreement for Landscape Improvements Copy of agreement between the East Bay Regional Park District (EBRPD) and Schaefer Ranch Holdings, LLC Reduced copy of the Final Map 2) 3) Adopt the Resolution approving the Final Map and Improvement Agreements associated with Tract 6765, Schaefer Ranch. The developer, Schaefer Ranch Holdings, LLC, a California limited liability company, has provided performance and labor and materials bonds, each in the amount of $3,508,900.00 (Bond No. 104757057) for Phase 1 Improvements, $13,175,100.00 (Bond No. 104757058) for Phase 2 Improvements, $4,364,500.00 (Bond No. 104757059) for Off-site Improvements, and $1,365,900.00 (Bond No. 104757060) for Landscape Improvements, in order to guarantee the construction of said improvements, and will pay the cost of associated construction inspection. Once these improvements have been constructed and accepted, the City will incur maintenance costs for the street improvements. COPY TO: Doug Chen, Schaefer Ranch Holdings, LLC Page 1 of2 4~1o ITEM NO. G:\DEVELOPMENT, PRIV ATE\Schaefer Ranch\Improvement Agreements\AGST6765.doc u DESCRIPTION: Schaefer Ranch Holdings, LLC, is seeking City Council approval of the Final Map and Improvement Agreements associated with Tract 6765, Schaefer Ranch. Tract 6765 is a residential development approved by the Planning Commission in August 1998. The Stage 2 Planned Development and Site Development Review were approved by the Planning Commission in June 2006 and the City Council in August 2006 respectively. The project area consists of approximately 500 acres of land located at the westerly boundary of the City limits north of Interstate 580, south of the unincorporated area of Alameda County, and west of Brigadoon Way at the current terminus of Dublin Boulevard. Dublin Boulevard will be extended along Interstate 580 where it will terminate at the westerly boundary of the project. The project will consist of 302 single-family homes, open space, a neighborhood commercial center, and a community park. Four improvement agreements, each guaranteed by separate Performance and Labor and Materials bonds, have been executed by Schaefer Ranch Holding, LLC, to ensure that all required improvements are installed to the City's satisfaction. The agreements are as follows: 1. Improvement Agreement for Phase 1 Improvements (extension of Dublin Boulevard and Schaefer Ranch Road) 2. Improvement Agreement for Phase 2 Improvements (site improvements and internal streets) 3. Improvement Agreement for Off-site Improvements (intersection improvements at Dublin Canyon Road/Schaefer Ranch Road and the widening of Dublin Boulevard between Hansen Drive and Silvergate Drive) 4. Improvement Agreement for Landscape Improvements (entry features and streetscape) The developer will also be installing a traffic signal and related improvements at the intersection of Dublin Canyon Road/Schaefer Ranch Road in unincorporated Alameda County, and after completion the signal will be maintained by the County. The County has requested that this work be bonded with the off- site improvements until an agreement is executed between the County and the developer. At that time, the developer's bond for off-site improvements will be reduced to reflect the revised cost estimate. In addition, the developer will construct a regional trail, and after completion will dedicate the trail and open space land to the East Bay Regional Park District (EBRPD). In order to ensure that the trail improvements are completed, the EBRPD has requested that this work also be bonded with the City's site improvements. The developer has bonded for EBRPD park improvements, which are included in the Phase 2 site improvement bonds. The "Agreement for Open Space Dedication and Construction of Park Improvements" executed between EBRPD and Schaefer Ranch is included with this Report (see Attachment 2). The Final Map and improvement plans have been reviewed by Staff and have been found to be in conformance with the Vesting Tentative Map and Conditions of Approval as approved by the Planning Commission via Resolution No. 98-38 on August 11, 1998, and Resolution No. 06-16 on June 27, 2006, and by the City Council via Ordinance No. 11-06 on August 1,2006. Aspects of the plans and Map were also reviewed by the Dublin San Ramon Services District, Alameda County Public Works Agency, Zone 7, California Department of Transportation (Caltrans), and the Alameda County Fire Department for conformance with each agency's requirements. Schaefer Ranch Holdings, LLC, has submitted the required inspection deposit and insurance certificates. Staff recommends that the City Council adopt the Resolution approving the Final Map and Improvement Agreements associated with Tract 6765, Schaefer Ranch. Page 2 of2 , 1) n? RESOLUTION NO. - 07 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN ********* APPROVING THE FINAL MAP AND IMPROVEMENT AGREEMENTS ASSOCIATED WITH TRACT 6765, SCHAEFER RANCH (SCHAEFER RANCH HOLDINGS, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY) WHEREAS, the Final Map for Tract 6765, in the incorporated territory of the City of Dublin, State of California, has been presented to this City Council for approval, all in accordance with provisions of the Subdivision Map Act of the State of California and the City of Dublin Municipal Code; and WHEREAS, the Planning Commission adopted Resolution No. 98-38 on August 11, 1998, approving the Vesting Tentative Map, and the Planning Commission adopted Resolution No. 06-16 on June 27, 2006, and the City Council adopted Ordinance No. 11-06 on August 1, 2006, respectively, approving the Site Development Review for Tract 6765, subject to Conditions of Approval regarding required on-site/off-site improvements (P A 06-031); and WHEREAS, Schaefer Ranch Holdings, LLC, a California limited liability company, has executed and filed with the City of Dublin four (4) separate Improvement Agreements to install improvements: 1. Phase 1 Improvements (extension of Dublin Boulevard and Schaefer Ranch Road); 2. Phase 2 Improvements (site improvements and internal streets); 3. Off-site Improvements (intersection improvements at Dublin Canyon Road/Schaefer Ranch Road and the widening of Dublin Boulevard between Hansen Drive and Silvergate Drive); and 4. Landscape Improvements (entry features and streetscape) within the said Tract in accordance with the Planning Resolutions, Final Map of said Tract 6765, and in conformance with the tract improvement plans and the specifications attached thereto; and WHEREAS, said Improvement Agreements are secured by bonds in the amounts of $3,508,900.00 (Bond No. 104757057) for Phase 1 Improvements, $13,175,100.00 (Bond No. 104757058) for Phase 2 Improvements, $4,364,500.00 (Bond No. 104757059) for Off-site Improvements, and $1,365,900.00 (Bond No. 104757060) for Landscape Improvements, issued by Traveler's Insurance Company, conditioned upon faithful performance of said Agreement; and WHEREAS, said Improvement Agreements are secured by bonds in the amounts of $3,508,900.00 (Bond No. 104757057) for Phase 1 Improvements, $13,175,100.00 (Bond No. 104757058) for Phase 2 Improvements, $4,364,500.00 (Bond No. 104757059) for Off-site Improvements, and $1,365,900.00 (Bond No. 104757060) for Landscape Improvements, issued by Traveler's Insurance Company, conditioned upon payment for labor performed or materials furnished under the terms of said Agreement; NOW, THEREFORE, BE IT RESOLVED that said Agreements and bonds are hereby approved, and that the Mayor is hereby authorized by the City Council to execute the four Improvement Agreements, attached hereto as Exhibits "A," "B," "C," and "D." I-{ I ~ -W-07ATTAIlllENT I. ? 6{) (,~1 BE IT FURTHER RESOLVED that the Final Map of Tract 6765 is hereby approved; and that rights to the areas marked as Dublin Boulevard; Schaefer Estates Circle, Reimers Way; the areas marked as the following Courts: Bear Canyon, Kelly Canyon, Lilly Pad Lake, Marshall Canyon, Red Hills, Reimers, Ridgeline, Schaefer Estates, Schaefer Heights and Wild Horse; the areas marked as the following Drives: Kelly Canyon, Marshall Canyon, and Ridgeline; the areas marked as the following Places: Kelly Canyon and Ridgeline; the areas marked as the following Roads: Schaefer Heights, and Schaefer Ranch; and the areas ofland marked as the following Parcels: 'T-1,' 'T-2,' and oW;' and those strips of land marked as Public Service Easement (P.S.E.), Storm Drain Easement (S.D.E.), and Emergency Vehicle Access Easement (E.V.A.E.), offered for dedication to public use in conformity with the terms of dedication be, and they are hereby accepted subject to improvement; and that the Clerk of this City Council be and is hereby directed to transmit said Map to the County Recorder for filing. PASSED, APPROVED AND ADOPTED this 20th day of February, 2007. AYES: NOES: ABSENT: ABSTAIN: Mayor ATTEST: City Clerk G:\DEVELOP\Schaefer Ranch\RES06765.doc 2 t \~S CITY OF DUBLIN IMPROVEMENT AGREEMENT IMPROVEMENTS FOR TRACT 6765 - PHASE 1, SCHAEFER RANCH (SCHAEFER RANCH HOLDINGS, LLC) This Agreement (Agreement) is made and entered into this 20th day of February, 2007, by and between the CITY of Dublin, a municipal corporation, hereinafter referred to as "CITY", and Schaefer Ranch Holdings, LLC, a California Limited Liability Company (hereinafter referred to as "DEVELOPER"). RECITALS WHEREAS, it has been determined by the City Council of the City of Dublin, State of California, that DEVELOPER, as a subdivider, desires to improve and dedicate certain public improvements (hereafter "The Improvements") shown on Tract 6765, in accordance with the requirements and conditions set forth within the City of Dublin Planning Commission Resolution No. 98-38 (PA 96-037), adopted on August 11, 1998, and Planning Commission Resolution No. 06-16 (PA 06-031), adopted on June 27,2006, and City Council Ordinance No. 11-06 adopted on August 1, 2006; the requirements of the Subdivision Map Act of the State of California and the Subdivision Ordinance of the City of Dublin; and those certain plans and specifications for said development approved by the City Engineer as follows: . "Gradinq Plans - Phase 1, Schaefer Ranch, Tract 6765, Dublin. California" (19 Sheets: 1-19), prepared by PIA Design Resources, Inc. Approved on 4/6/06. . "Geotechnical Corrective GradinG Plans - Phase 1, Schaefer Ranch, Tract 6765, Dublin, California" (15 Sheets: G1-G15), prepared by Engeo Incorporated. Approved on 4/6/06. . "Erosion Control Plans - Phase 1, Schaefer Ranch, Tract 6765, Dublin. California" (5 Sheets: E1-E15), prepared by Engeo Incorporated. Approved on 4/6/06. . "Tract 6765 Improvement Plans - Phase 1, Schaefer Ranch, Dublin, California" (43 Sheets: 1-43), prepared by PIA Design Resources, Inc. Approved on 12/5/06. And those certain plans and specifications for said development currently under review and tentatively approved by the City Engineer, and subject to such revisions as may be made to the plans prior to the City Engineer's final approval, as follows: . Traffic SiGnal Plans for Dublin Boulevard/Schaefer Ranch Road, Tract 6765, Dublin, California . Joint Trench Improvement Plans, Schaefer Ranch. Schaefer Ranch Road and Dublin Boulevard, Phase 1 - Tract 6765. Dublin, California . Street LiGht Improvement Plans, Schaefer Ranch. Schaefer Ranch Road and Dublin Boulevard, Phase 1 - Tract 6765, Dublin, California . Landscape Improvement S/eevinG Plans, Schaefer Ranch, Schaefer Ranch Road and Dublin Boulevard, Phase 1 - Tract 6765, Dublin. California . East Bav Reqional Park District (EBRPD) StaGinG Area Plans EXHIBIT A To the Resolution IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC ~. db \...~. Said plans are now, or, if not yet finally approved, will be, on file in the office of the Public Works Director/City Engineer, and are hereby referred to for a more definite and distinct description of the work to be performed under this Agreement as though set forth at length herein; and WHEREAS, CITY has determined that The Improvements are a public works project subject to California prevailing wage requirements; WHEREAS, DEVELOPER intends to satisfactorily complete The Improvements within the time hereinafter specified, and CITY intends to accept DEVELOPER's offer(s) of dedication of right-of-way and The Improvements in consideration for DEVELOPER's satisfactory performance of the terms and conditions of this Agreement; NOW, THEREFORE, in consideration of the mutual promises, conditions and covenants herein contained, the parties agree as follows: Section 1(a). Desiqn Plans. DEVELOPER shall submit final plans and specifications (construction documents) for the plans and specifications identified as currently under review to the CITY for review within 90 days of the execution of this Agreement and shall obtain CITY approval of the final plans and specifications for the Improvements no later than 180 days from the execution of this Agreement. CITY shall have 30 calendar days to respond to DEVELOPER's initial submittal and 15 calendar days for any subsequent submittals of revised plans and specifications. DEVELOPER shall design The Improvements in accordance with the City's Development Standards. The final design, including detailed plans and specifications, shall be approved by the CITY, which may require peer review of the design at DEVELOPER's cost. DEVELOPER shall obtain all required permits and pay all required fees. Construction of The Improvements shall not begin until the final plans and specifications are approved by the CITY. Section 1 (b ). Completion Time. DEVELOPER will commence construction of The Improvements within one hundred eighty (180) days following the date on which CITY executes this Agreement. DEVELOPER shall complete such Improvements no later than two years following execution of this Agreement or not later than February 20, 2009. Upon completion, DEVELOPER shall furnish CITY with a complete and reproducible set of final as-built plans of The Improvements, including any authorized modifications. Section 2: Estimated Cost of Improvements. For purposes of this Agreement, the estimated cost of constructing The Improvements is agreed to be Three Million Five Hundred Eight Thousand Nine Hundred and 00/100 Dollars ($3,508,900.00). Said amount include costs and reasonable expenses and fees which may be incurred in enforcing the obligation secured. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt-phase 1.DOC Page 2 of 11 February 5, 2007 ~ ~ \1og Section 3. Bonds Furnished. Concurrently with the execution of this Agreement, DEVELOPER shall furnish CITY with the following security in a form satisfactory to the CITY Attorney: a. Faithful Performance. Either a cash deposit, a corporate surety bond issued by a company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that The Improvements will be satisfactorily completed. Any plans and specifications that have not yet been finally approved by the City Engineer, shall be considered as part of "The Improvements" for the purpose of this subsection if the City Engineer has previously reviewed and tentatively approved said plans and specifications. b. Labor and Materials. Either a cash deposit, a corporate surety bond issued by a company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that DEVELOPER'S contractors, subcontractors, and other persons furnishing labor, materials, or equipment shall be paid therefor. c. If required by CITY, a cash deposit, corporate surety bond, or instrument of credit sufficient to assure CITY that the surface water drainage of the subdivision shall not interfere with the use of neighboring property, including public streets and highways. CITY shall be the sole indemnitee named on any instrument required by this Agreement. Any instrument or deposit required herein and the release thereof shall conform to the provisions of Chapter 5 of the Subdivision Map Act. Section 4. Insurance Required. Concurrently with the execution hereof, DEVELOPER shall obtain or cause to be obtained and filed with the CITY, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, or designee, as to form, amount and carrier. Prior to the commencement of work under this Agreement, DEVELOPER's general contractor shall obtain or cause to be obtained and filed with the Administrative Services Director, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, as to form, amount and carrier. DEVELOPER shall not allow any contractor or subcontractor to commence work on this contract or subcontract until all insurance required for DEVELOPER and DEVELOPER's general contractor shall have been so obtained and approved. Said insurance shall be maintained in full force and effect until the completion of work under this Agreement and the final acceptance thereof by CITY. All requirements herein provided shall appear either in the body of the insurance policies or as endorsements and shall specifically bind the insurance carrier. a. Minimum Scope of Insurance. Coverage shall be at least as broad as: IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 3 of 11 February 5, 2007 ~ ~ \~9 (i) Insurance Services Office form number GL 0002 (Ed. 1/73) covering comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial General Liability coverage ("occurrence" form CG 0001.) (ii) Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile Liability, code 1 "any auto" and endorsement CA 0025. (iii) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability Insurance. b. Minimum Limits of Insurance. OWNER shall maintain limits no less than: (i) General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. (ii) Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. (iii) Workers' Compensation and Employers Liability: Workers' compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1 ,000,000 per accident. c. Deductibles and Self-Insurance Retentions. Any deductibles or self-insured retentions must be declared to and approved by the CITY. At the option of the CITY, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the CITY, its officers, officials and employees; or the DEVELOPER shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. d. Other Insurance Provisions. The policies are to contain, or be endorsed to contain, the following provisions: (i) General Liability and Automobile Liability Coveraqes. (a) The CITY, its officers, agents, officials, employees and volunteers shall be named as additional insureds as respects: liability arising out of activities performed by or on behalf of the DEVELOPER; products and completed operations of the DEVELOPER; premises owned, occupied or used by the DEVELOPER; or automobiles owned, leased, hired or borrowed by the DEVELOPER. The coverage shall contain no special limitations on the scope of the protection afforded IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 4 of 11 February 5, 2007 let ,.." "J"b to the CITY, its officers, officials, employees or volunteers. (b) The DEVELOPER's insurance coverage shall be primary insurance as respects the CITY, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees or volunteers shall be excess of the DEVELOPER's insurance and shall not contribute with it. (c) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the CITY, its officers, officials, employees or volunteers. (d) The DEVELOPER's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (ii) Workers' Compensation and Employers Liability Coveraqe. The insurer shall agree to waive all rights of subrogation against the CITY, its officers, officials, employees and volunteers for losses arising from work performed by the DEVELOPER for the CITY. (Hi) All Coveraqes. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the CITY. (a) Acceptability of Insurers. Insurance is to be placed with insurers with a Bests' rating of no less than A:VII. (b) Verification of Coveraqe. DEVELOPER shall furnish CITY with certificates of insurance and with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be received and approved by the CITY before work commences. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time. (c) Subcontractors. DEVELOPER and/or DEVELOPER's general contractor shall include all subcontractors as insureds under its policies or shall obtain separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 5 of 11 February 5, 2007 q-- "1 \ ;,~ o 1 ~/ Section 5. Work Performance and Guarantee. Except as otherwise expressly provided in this Agreement, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect, DEVELOPER guarantees all work executed by DEVELOPER and/or DEVELOPER 's agents, and all supplies, materials and devices of whatsoever nature incorporated in, or attached to the work, or otherwise delivered to CITY as a part of the work pursuant to the Agreement, to be free of all defects of workmanship and materials for a period of one (1) year after acceptance of the entire work by CITY. DEVELOPER shall repair or replace any or all such work or material, together with all or any other work or materials which may be displaced or damaged in so doing, that may prove defective in workmanship or material within said one-year guarantee period without expense or charge of any nature whatsoever to CITY. DEVELOPER further covenants and agrees that when defects in design, workmanship and materials actually appear during the one- year guarantee period, and have been corrected, the guarantee period shall automatically be extended for the corrected items for an additional year to insure that such defects have actually been corrected. In the event the DEVELOPER shall fail to comply with the conditions of the foregoing guarantee within thirty (30) days time or such longer time period as agreed to in writing by the City Engineer, after being notified of the defect in writing, CITY shall have the right, but shall not be obligated. to repair or obtain the repair of the defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing guarantee results in a condition which constitutes an immediate hazard to the public health, safety, or welfare, CITY shall have the right to immediately repair, or cause to be repaired, such defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. The foregoing statement relating to hazards to health and safety shall be deemed to include eit,her temporary or permanent repairs which may be required as determined in the sole discretion and judgment of CITY. If CITY, at its sole option, makes or causes to be made the necessary repairs or replacements or performs the necessary work, DEVELOPER shall pay. in addition to actual costs and expenses of such repair or work, twenty-five percent (25%) of such costs and expenses for overhead and interest at the maximum rate of interest permitted by law accruing thirty (30) days from the date of billing for such work or repairs. Section 6. Inspection of the Work. DEVELOPER shall guarantee free access to CITY through its City Engineer and designated representatives for the safe and convenient inspection of the work throughout its construction. Said CITY representative shall have the authority to reject all materials and workmanship which are not in accordance with the plans and specifications, and all such materials and or work shall be removed promptly by DEVELOPER and replaced to the satisfaction of CITY without any expense to CITY in strict accordance with the Improvements plans and specifications. Section 7. Aqreement Assiqnment. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 6 of 11 February 5, 2007 C\' (\A \0(~ ~ "X" DEVELOPER shall not assign this Agreement without the written consent of CITY, which consent shall not be unreasonably withheld. Section 8. Abandonment of Work. Neither DEVELOPER nor any of DEVELOPER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of DEVELOPER 's obligations under this Agreement. If DEVELOPER refuses or fails to obtain prosecution of the work, or any severable part thereof, with such diligence as will insure its completion within the time specified, or any extension thereof, or fails to obtain completion of said work within such time, or if DEVELOPER should be adjudged as bankrupt, or should make a general assignment for the benefit of DEVELOPER's creditors, or if a receiver should be appointed, or if DEVELOPER, or any of DEVELOPER 's contractors, subcontractors, agents or employees should violate any of the provisions of this Agreement, the CITY through its City Engineer may serve written notice on DEVELOPER and DEVELOPER 's surety or holder of other security of breach of this Agreement, or of any portion, thereof, and default of DEVELOPER. In the event of any such notice of breach of this Agreement, DEVELOPER 's surety shall have the duty to take over and complete The Improvements herein specified; provided, however, that if the surety, within thirty (30) days after the serving upon it of such notice of breach, does not give CITY written notice of its intention to take over the performance of the contract, and does not commence performance thereof within thirty (30) days after notice to CITY of such election, CITY may take over the work and prosecute the same to completion, by contract or by any other method CITY may deem advisable, for the account and at the expense of DEVELOPER and DEVELOPER 's surety shall be liable to CITY for any damages and/or reasonable and documented excess costs occasioned by CITY thereby; and, in such event, CITY, without liability for so doing, may take possession of, and utilize in completing the work, such materials, appliances, plant and other property belonging to DEVELOPER as may be on the site of the work and necessary therefor. Section 9. Notices All notices herein required shall be in writing, and delivered in person or sent by registered mail, postage prepaid. Notices required to be given to CITY shall be addressed as follows: Melissa Morton Public Works Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Notices required to be given to DEVELOPER shall be addressed as follows: Schaefer Ranch Holdings, LLC IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 7 of 11 February 5, 2007 o Attention: Albert Seeno, III, President 4061 Port Chicago Highway, Suite H Concord, CA 94520 With copy to: Schaefer Ranch Holdings, LLC Attention: Jeanne C. Pavo 4021 Port Chicago Highway Concord, CA 94520 Any party or the surety may change such address by notice in writing to the other party and thereafter notices shall be addressed and transmitted to the new address. Concurrently with the execution of this Agreement, DEVELOPER has executed and has caused to be acknowledged an abstract of this Agreement. DEVELOPER agrees CITY may record said abstract in the Official Records of Alameda County. Section 10. Use of Streets or Improvements. At all times prior to the final acceptance of the work by CITY, the use of any or all streets and improvements within the work to be performed under this Agreement shall be at the sole and exclusive risk of DEVELOPER. The issuance of any building or occupancy permit by CITY for dwellings located within the project site shall not be construed in any manner to constitute a partial or final acceptance or approval of any or all such improvements by CITY. DEVELOPER agrees that CITY's Building Official may withhold the issuance of building or occupancy permits when the work or its progress may substantially and/or detrimentally affect public health and safety. Section 11. Safety Devices. DEVELOPER shall provide and maintain such guards, watchmen, fences, barriers, regulatory signs, warning lights, and other safety devices adjacent to and on the site of The Improvements as may be necessary to prevent accidents to the public and damage to the property. DEVELOPER shall furnish, place, and maintain such lights as may be necessary for illuminating the said fences, barriers, signs, and other safety devices. At the end of all work to be performed under this Agreement, all fences, barriers, regulatory signs, warning lights, and other safety devices (except such safety items as may be shown on the plans and included in the items of work) shall be removed from site of the work by the DEVELOPER, and the entire site left clean and orderly. Section 12. Acceptance of Work and Riqht-of-Wav. Upon notice of the completion of The Improvements and the delivery of a set of final as- built mylar plans with electronic file to CITY by DEVELOPER, CITY, through its City Engineer or designated representative, shall examine the work without delay, and, if found to be in accordance with said plans and specifications and this Agreement, shall recommend acceptance of the work to the City Council and, upon such acceptance, shall notify DEVELOPER or designated agents of such acceptance subject to Section 5 above. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 8 of 11 February 5, 2007 \\ 't I?\? If not previously dedicated on the final map for Tract 6765, DEVELOPER shall dedicate to CITY by separate instrument any right of way and easements deemed necessary by the City Engineer for the acceptance and maintenance of The Improvements, and, at acceptance of the Work, CITY shall accept said right-of-way and maintenance easement dedications. Section 13. Patent and Copvriqht Costs. In the event that said plans and specifications require the use of any material, process or publication which is subject to a duly registered patent or copyright, DEVELOPER shall be liable for, and shall indemnify CITY from any fees, costs or litigation expenses, including attorneys' fees and court costs, which may result from the use of said patented or copyrighted material, process or publication. Section 14. Alterations in Plans and Specifications. Any alteration or alterations made in the plans and specifications which are a part of this Agreement or any provision of this Agreement shall not operate to release any surety or sureties from liability on any bond or bonds attached hereto and made a part hereof, and consent to make such alterations is hereby given, and the sureties to said bonds hereby waive the provisions of Section 2819 of the Civil Code of the State of California. Section 15. Liabilitv. a. DEVELOPER Primarilv Liable. DEVELOPER hereby warrants that the design and construction of The Improvements will be performed in a proper manner. DEVELOPER agrees to indemnify, defend, release, and save harmless CITY, and each of its elective and appointive boards, commissions, officers agents and employees, from and against any and all loss, claims, suits, liabilities, actions, damages, or causes of action of every kind, nature and description, directly or indirectly arising from an act or omission of DEVELOPER, its employees, agents, or independent contractors in connection with DEVELOPER'S actions and obligations hereunder; provided as follows: (i) That CITY does not, and shall not, waive any rights against DEVELOPER which it may have by reason of the aforesaid hold harmless agreement, because of the acceptance by CITY, or the deposit with CITY by DEVELOPER, of any of the insurance policies described in Paragraph 3 hereof. (ii) That the aforesaid hold harmless agreement by DEVELOPER shall apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered, by reason of any of the aforesaid operations referred to in this paragraph, regardless of whether or not CITY has prepared, supplied, or approved of plans and/or specifications for the subdivision, or regardless of whether or not IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 9 of 11 February 5, 2007 \ lo-- 9.') \'J V such insurance policies shall have been determined to be applicable to any of such damages or claims for damages. b. Desiqn Defect. If, in the opinion of the CITY, a design defect in the work of Improvements becomes apparent during the course of construction, or within one (1) year following acceptance by the CITY of the Improvements, and said design defect, in the opinion of the CITY, may substantially impair the public health and safety, OWNER shall, upon order by the CITY, correct said design defect at OWNER's sole cost and expense, and the sureties under the Faithful Performance and Labor and Materials Bonds shall be liable to the CITY for the corrective work required. c. Litiqation Expenses. In the event that legal action is instituted by either party to this Agreement, and said action seeks damages for breach of this Agreement or seeks to specifically enforce the terms of this Agreement, and, in the event judgment is entered in said action, the prevailing party shall be entitled to recover its attorneys' fees and court costs. If CITY is the prevailing party, CITY shall also be entitled to recover its attorney's fees and costs in any action against DEVELOPER's surety on the bonds provided under Section 3. Section 16. Indemnification and Waiver. DEVELOPER shall defend CITY, its officers, employees and officials, against any claims or actions (including declaratory or injunctive relief) concerning DEVELOPER's construction of The Improvements on DEVELOPER's property and shall indemnify and hold CITY harmless from any damages, charges, fees or penalties that may be awarded or imposed against CITY and/or DEVELOPER in connection with, or on account of, DEVELOPER's construction of The Improvements and/or CITY's failure to enforce or comply with any applicable laws. Section 17. Recitals. The foregoing Recitals are true and correct and are made a part hereof. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt-phase 1.DOC Page 10 of 11 February 5, 2007 \?~ t~9 IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate at Dublin, California, the day and year first above written. CITY: City of Dublin: DEVELOPER: Schaefer Ranch Holdings, LLC a California limited liability company By: Janet Lockhart, Mayor By: Its managin r, SCHAEFER RANCH T, INC., a California corporation Date: ATTEST: Albert D. Se n III Typed or Printed Name By: Fawn Holman, City Clerk Date: President Title February 6, 2007 Date IMPROVEMENT AGREEMENT G:\DEVELOPISchaefer Ranch\lmprovement Agreements\lmp Agmt_phase 1.DOC Page 11 of 11 February 5. 2007 \"\ ~ \ '~~ " ALL PURPOSE CALIFORNIA ACKNOWLEDGEMENT ............................................................................................................................................................................................: State of California County of Contra Costa }" On February 6, 2007 , before me, D. Panteles personally appeared Albert D. Seeno III personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. t'~'i>v..II.....J. ..." f"--"'" ..... r?~ ~.~ r' -'-"._t ~, .fI~~~\"i~.Jj~ I D. PANTELES J OOMM. #1558733 m NOTARY Pl/BUC - CPLiFORNIA ~ i CONTRA COSTA COUNTY .... ~ . Comm. Expires March 13, 2009 ~ ~"~~--<""",.I, ~"d' Signature (...' ~:--_~!! ,kJ\ (seal) * *** ******* **** *********** *** *** *** ** *** ** *OPTIONAL INFORMA TION* * *** ** * ****** ******* **** **** ***** **** The following information is not required by law, however it may be helpful in preventing fraudulent use of this acknowledgement. City of Dublin Improvement Agreement- Schaefer Ranch DOCUMENT TITLE OR DESCRIPTION DOCUMENT DATE: NUMBER OF PAGES: ~ ~ ~ COMMENTS: ~ ~ ~ 2 ~ a ~ ~ 7. ~ e ~ ~ o ~ . . .... ........ .. . .... . ......... .. ..... . ........ ..... ..... ...... .... .. ...... . . . . . . . . .... .. ..... . ....... . ... .... . ..... ... .. . .. .... ....... . .. . . . ~. . ... . ............... .. .. .. ... .. ..... ~. ~..... (to ~ y Projcct No 03024-20-0156 Page I of ! Estimate For Bonding Purposes ,Schaefer Ranch QlIanti~1' Ttlke-ofl (~f Phase 1 Improvementsfor Dublin Boulevard Extension and Schaefer Ranch Road based on the approved Phase 1 Improvement Plans Subdivision 6765, dated November ] 0, 2l){}6 December 2(), 2(}()6 Hem lJnit Street ImlH'ovcments Curb and gulleT only Curb and guller w/S' side,valk Curb and guner w/'<l,' sidewalk EV AE Curb and gutteT .M.cdian cnrb Curb Ramp Driveways Decorative Paving clne!. Concrcte Bands) Soundwa.11 Street lvlonuments 5.5" ACiD" AIl Detention Basin Access Road Equestrian Trail Roadside Ditch lined with Tonsar Erosion Mat Water Meter 6.')74 LF 6,%0 LF 2,824 LF 106 LF 4,271 LF 10 EA 521 SF 9,997 SF 175 LF 2S EA 346,117 Sf 23.809 SF l{1.924 SF 6714 LF I L5 lItilitil's: EkctridGas. Cahle & PI](}m~ Street light - single cobra Street I1gh! - dOllbk cobra 28 EA 15 EA TraiTit' Contl'ol Street Signs Strl ng r Traf . Signal CPtll:J1iu Blvd./S R. Rd,) duit, Whe,& Pull Boxes L5 I L3 1 L5 L\OOO LF llllit Price 15.00 2000 25,00 14.00 14.00 1.500.00 12,00 18.00 220.00 ]OO.OCl 4.50 :3.0() 2.5() 21.00 197.500.00 2.200.00 3.00(),OO S.ooo.oo 20.nOO,OCl 250,nOO,(IO 4,00 Total 15'% contingency Grand Total Rounding for bonding pUl'P()Sl~S: Razl11ik Avec Jan. P.E. RCE. 5106i EXPIRES 6130/07 PiA Design Resources, Inc. Cost E~;t~ Pnas~ 1s.tJ~l In1p --ci(Y.bolid,.12~2()v200f5 xis Total Amount $104.610.00 $139,200,00 $70.600.00 $1,484.00 $S979400 15,OOO.On 6,252.00 179,94(J.OO $38,500.00 S7,50()00 $1.557.526.50 $71.427.00 $27 .3 10. O() $140,994.00 $197,500.00 $6 L600.00 $45,000.00 $5,000.00 S20,OOO.OO $250.000.()O $52,000.00 $3,051.24350 $457.686.53 S3,508.930.03 3,508,900.00 'Ii ;; \\ clb p;~ CITY OF DUBLIN IMPROVEMENT AGREEMENT IMPROVEMENTS FOR TRACT 6765 - PHASE 2, SCHAEFER RANCH (SCHAEFER RANCH HOLDINGS, LLC) This Agreement (Agreement) is made and entered into this 20th day of February, 2007, by and between the CITY of Dublin, a municipal corporation, hereinafter referred to as "CITY", and Schaefer Ranch Holdings, LLC, a California Limited Liability Company (hereinafter referred to as "DEVELOPER"). RECITALS WHEREAS, it has been determined by the City Council of the City of Dublin, State of California, that DEVELOPER, as a subdivider, desires to improve and dedicate certain public improvements (hereafter "The Improvements") shown on Tract 6765, in accordance with the requirements and conditions set forth within the City of Dublin Planning Commission Resolution No. 98-38 (PA 96-037), adopted on August 11, 1998, and Planning Commission Resolution No. 06-16 (PA 06-031), adopted on June 27,2006, and City Council Ordinance No. 11-06 adopted on August 1, 2006; the requirements of the Subdivision Map Act of the State of California and the Subdivision Ordinance of the City of Dublin; and those certain plans and specifications for said development approved by the City Engineer as follows: . "Interim GradinG Plans - Phase 2, Schaefer Ranch. Kellv Canyon Fill, Tract 6765, Dublin, California" (6 Sheets: C1-C4,G1 ,E1), prepared by PIA Design Resources, Inc. and ENGEO Inc. Approved on 9/14/06. And those certain plans and specifications for said development currently under review and tentatively approved by the City Engineer, and subject to such revisions as may be.made to the plans prior tothe City Engineer's final approval, as follows: . Gradinq Plans - Phase 2, Schaefer Ranch, Tract 6765, Dublin. California . Geotechnical Corrective GradinG Plans - Phase 2, Schaefer Ranch, Tract 6765, Dublin, California . Erosion Control Plans - Phase 2, Schaefer Ranch. Tract 6765, Dublin, California . Tract 6765 Improvement Plans - Phase 2. Schaefer Ranch, Dublin. California . Joint Trench Improvement Plans. Schaefer Ranch, Schaefer Ranch Road and Dublin Boulevard, Phase 2 - Tract 6765, Dublin, California . Street LiGht Improvement Plans, Schaefer Ranch, Schaefer Ranch Road and Dublin Boulevard, Phase 2 - Tract 6765, Dublin, California . Landscape Improvement Sleevina Plans. Schaefer Ranch, Schaefer Ranch Road and Dublin Boulevard. Phase 2 - Tract 6765, Dublin, California Said plans are now, or, if not yet finally approved, will be, on file in the office of the Public Works Director/City Engineer, and are hereby referred to for a more definite and distinct description of the work to be performed under this Agreement as though set forth at length EXBIBIT ~ To the Resolution IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC l'b 06 herein; and WHEREAS, CITY has determined that The Improvements are a public works project subject to California prevailing wage requirements; WHEREAS, DEVELOPER intends to satisfactorily complete The Improvements within the time hereinafter specified, and CITY intends to accept DEVELOPER's offer(s) of dedication of right-of-way and The Improvements in consideration for DEVELOPER's satisfactory performance of the terms and conditions of this Agreement; NOW, THEREFORE, in consideration of the mutual promises, conditions and covenants herein contained, the parties agree as follows: Section 1(a). Desiqn Plans. DEVELOPER shall submit final plans and specifications (construction documents) for the plans and specifications identified as currently under review to the CITY for review within 90 days of the execution of this Agreement and shall obtain CITY approval of the final plans and specifications for the Improvements no later than 180 days from the execution of this Agreement. CITY shall have 30 calendar days to respond to DEVELOPER's initial submittal and 15 calendar days for any subsequent submittals of revised plans and specifications. DEVELOPER shall design The Improvements in accordance with the City's Development Standards. The final design, including detailed plans and specifications, shall be approved by the CITY, which may require peer review of the design at DEVELOPER's cost. DEVELOPER shall obtain all required permits and pay all required fees. Construction of The Improvements shall not begin until the final plans and specifications are approved by the CITY. Section 1 (b ). Completion Time. DEVELOPER will commence construction of The Improvements within one hundred eighty (180) days following the date on which CITY executes this Agreement. DEVELOPER shall complete such Improvements no later than two years following execution of this Agreement or not later than February 20,2009. Upon completion, DEVELOPER shall furnish CITY with a complete and reproducible set of final as-built plans of The Improvements, including any authorized modifications. Section 2. Estimated Cost of Improvements. For purposes of this Agreement, the estimated cost of constructing The Improvements is agreed to be Thirteen Million One Hundred Seventy-Five Thousand One Hundred and 00/100 Dollars ($13,175,100.00). Said amount include costs and reasonable expenses and fees which may be incurred in enforcing the obligation secured. Section 3. Bonds Furnished. Concurrently with the execution of this Agreement, DEVELOPER shall furnish CITY with the following security in a form satisfactory to the CITY Attorney: IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt-phase 2.DOC Page 2 of 11 February 5, 2007 \ ~ v-b \ ?/;; a. Faithful Performance. Either a cash deposit, a corporate surety bond issued by a company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that The Improvements will be satisfactorily completed. Any plans and specifications that have not yet been finally approved by the City Engineer, shall be considered as part of "The Improvements" for the purpose of this subsection if the City Engineer has previously reviewed and tentatively approved said plans and specifications. b. Labor and Materials. Either a cash deposit, a corporate surety bond issued by a company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that DEVELOPER'S contractors, subcontractors, and other persons furnishing labor, materials, or equipment shall be paid therefor. c. If required by CITY, a cash deposit, corporate surety bond, or instrument of credit sufficient to assure CITY that the surface water drainage of the subdivision shall not interfere with the use of neighboring property, including public streets and highways. CITY shall be the sole indemnitee named on any instrument required by this Agreement. Any instrument or deposit required herein and the release thereof shall conform to the provisions of Chapter 5 of the Subdivision Map Act. Section 4. Insurance Required. Concurrently with the execution hereof, DEVELOPER shall obtain or cause to be obtained and filed with the CITY, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, or designee, as to form, amount and carrier. Prior to the commencement of work under this Agreement, DEVELOPER's general contractor shall obtain or cause to be obtained and filed with the Administrative Services Director, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, as to form, amount and carrier. DEVELOPER shall not allow any contractor or subcontractor to commence work on this contract or subcontract until all insurance required for DEVELOPER and DEVELOPER's general contractor shall have been so obtained and approved. Said insurance shall be maintained in full force and effect until the completion of work under this Agreement and the final acceptance thereof by CITY. All requirements herein provided shall appear either in the body of the insurance policies or as endorsements and shall specifically bind the insurance carrier. a. Minimum Scope of Insurance. Coverage shall be at least as broad as: (i) Insurance Services Office form number GL 0002 (Ed. 1/73) covering comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General IMPROVEMENT AGREEMENT G;\OEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.00C Page 3 of 11 February 5, 2007 ?-O~ Liability; or Insurance Services Office Commercial General Liability coverage ("occurrence" form CG 0001.) (ii) Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile Liability, code 1 "any auto" and endorsement CA 0025. (iii) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability Insurance. b. Minimum Limits of Insurance. OWNER shall maintain limits no less than: (i) General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. (ii) Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. (iii) Workers' Compensation and Employers Liability: Workers' compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1 ,000,000 per accident. c. Deductibles and Self-Insurance Retentions. Any deductibles or self-insured retentions must be declared to and approved by the CITY. At the option of the CITY, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the CITY, its officers, officials and employees; or the DEVELOPER shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. d. Other Insurance Provisions. The policies are to contain, or be endorsed to contain, the following provisions: (i) General Liability and Automobile Liability Coveraqes. (a) The CITY, its officers, agents, officials, employees and volunteers shall be named as additional insureds as respects: liability arising out of activities performed by or on behalf of the DEVELOPER; products and completed operations of the DEVELOPER; premises owned, occupied or used by the DEVELOPER; or automobiles owned, leased, hired or borrowed by the DEVELOPER. The coverage shall contain no special limitations on the scope of the protection afforded to the CITY, its officers, officials, employees or volunteers. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC Page 4 of 11 February 5. 2007 >t~\:g (b) The DEVELOPER's insurance coverage shall be primary insurance as respects the CITY, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees or volunteers shall be excess of the DEVELOPER's insurance and shall not contribute with it. (c) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the CITY, its officers, officials, employees or volunteers. (d) The DEVELOPER's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (ii) Workers' Compensation and Employers Liability CoveraQe. The insurer shall agree to waive all rights of subrogation against the CITY, its officers, officials, employees and volunteers for losses arising from work performed by the DEVELOPER for the CITY. (iii) All Coveraqes. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the CITY. (a) Acceptability of Insurers. Insurance is to be placed with insurers with a Bests' rating of no less than A:VII. (b) Verification of Coveraqe. DEVELOPER shall furnish CITY with certificates of insurance and with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be received and approved by the CITY before work commences. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time. (c) Subcontractors. DEVELOPER and/or DEVELOPER's general contractor shall include all subcontractors as insureds under its policies or shall obtain separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovemenl Agreemenls\lmp Agml_phase 2.DOC Page 5 of 11 February 5, 2007 ) 1.-- ~ Section 5. Work Performance and Guarantee. Except as otherwise expressly provided in this Agreement, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect, DEVELOPER guarantees all work executed by DEVELOPER and/or DEVELOPER 's agents, and all supplies, materials and devices of whatsoever nature incorporated in, or attached to the work, or otherwise delivered to CITY as a part of the work pursuant to the Agreement, to be free of all defects of workmanship and materials for a period of one (1) year after acceptance of the entire work by CITY. DEVELOPER shall repair or replace any or all such work or material, together with all or any other work or materials which may be displaced or damaged in so doing, that may prove defective in workmanship or material within said one-year guarantee period without expense or charge of any nature whatsoever to CITY. DEVELOPER further covenants and agrees that when defects in design, workmanship and materials actually appear during the one- year guarantee period, and have been corrected, the guarantee period shall automatically be extended for the corrected items for an additional year to insure that such defects have actually been corrected. In the event the DEVELOPER shall fail to comply with the conditions of the foregoing guarantee within thirty (30) days time or such longer time period as agreed to in writing by the City Engineer, after being notified of the defect in writing, CITY shall have the right, but shall not be obligated, to repair or obtain the repair of the defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing guarantee results in a condition which constitutes an immediate hazard to the public health, safety, or welfare, CITY shall have the right to immediately repair, or cause to be repaired, such defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. The foregoing statement relating to hazards to health and safety shall be deemed to include either temporary or permanent repairs which may be required as determined in the sole discretion and judgment of CITY. If CITY, at its sole option, makes or causes to be made the necessary repairs or replacements or performs the necessary work, DEVELOPER shall pay, in addition to actual costs and expenses of such repair or work, twenty-five percent (25%) of such costs and expenses for overhead and interest at the maximum rate of interest permitted by law accruing thirty (30) days from the date of billing for such work or repairs. Section 6. Inspection of the Work. DEVELOPER shall guarantee free access to CITY through its City Engineer and designated representatives for the safe and convenient inspection of the work throughout its construction. Said CITY representative shall have the authority to reject all materials and workmanship which are not in accordance with the plans and specifications, and all such materials and or work shall be removed promptly by DEVELOPER and replaced to the satisfaction of CITY without any expense to CITY in strict accordance with the Improvements plans and specifications. Section 7. Aqreement Assiqnment. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC Page6of11 February 5, 2007 ?-~~ D \ ~j DEVELOPER shall not assign this Agreement without the written consent of CITY, which consent shall not be unreasonably withheld. Section 8. Abandonment of Work. Neither DEVELOPER nor any of DEVELOPER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of DEVELOPER 's obligations under this Agreement. If DEVELOPER refuses or fails to obtain prosecution of the work, or any severable part thereof, with such diligence as will insure its completion within the time specified, or any extension thereof, or fails to obtain completion of said work within such time, or if DEVELOPER should be adjudged as bankrupt, or should make a general assignment for the benefit of DEVELOPER's creditors, or if a receiver should be appointed, or if DEVELOPER, or any of DEVELOPER's contractors, subcontractors, agents or employees should violate any of the provisions of this Agreement, the CITY through its City Engineer may serve written notice on DEVELOPER and DEVELOPER 's surety or holder of other security of breach of this Agreement, or of any portion, thereof, and default of DEVELOPER. In the event of any such notice of breach of this Agreement, DEVELOPER 's surety shall have the duty to take over and complete The Improvements herein specified; provided, however, that if the surety, within thirty (30) days after the serving upon it of such notice of breach, does not give CITY written notice of its intention to take over the performance of the contract, and does not commence performance thereof within thirty (30) days after notice to CITY of such election, CITY may take over the work and prosecute the same to completion, by contract or by any other method CITY may deem advisable, for the account and at the expense of DEVELOPER and DEVELOPER 's surety shall be liable to CITY for any damages and/or reasonable and documented excess costs occasioned by CITY thereby; and, in such event, CITY, without liability for so doing, may take possession of, and utilize in completing the work, such materials, appliances, plant and other property belonging to DEVELOPER as may be on the site of the work and necessary therefor. Section 9. Notices All notices herein required shall be in writing, and delivered in person or sent by registered mail, postage prepaid. Notices required to be given to CITY shall be addressed as follows: Melissa Morton Public Works Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Notices required to be given to DEVELOPER shall be addressed as follows: Schaefer Ranch Holdings, LLC IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC Page 7 of 11 February 5, 2007 ).~ t\G \ Attention: Albert Seeno, III, President 4061 Port Chicago Highway, Suite H Concord, CA 94520 With copy to: Schaefer Ranch Holdings, LLC Attention: Jeanne C. Pavo 4021 Port Chicago Highway Concord, CA 94520 Any party or the surety may change such address by notice in writing to the other party and thereafter notices shall be addressed and transmitted to the new address. Concurrently with the execution of this Agreement, DEVELOPER has executed and has caused to be acknowledged an abstract of this Agreement. DEVELOPER agrees CITY may record said abstract in the Official Records of Alameda County. Section 10. Use of Streets or Improvements. At all times prior to the final acceptance of the work by CITY, the use of any or all streets and improvements within the work to be performed under this Agreement shall be at the sole and exclusive risk of DEVELOPER. The issuance of any building or occupancy permit by CITY for dwellings located within the project site shall not be construed in any manner to constitute a partial or final acceptance or approval of any or all such improvements by CITY. DEVELOPER agrees that CITY's Building Official may withhold the issuance of building or occupancy permits when the work or its progress may substantially and/or detrimentally affect public health and safety. Section 11. Safety Devices. DEVELOPER shall provide and maintain such guards, watchmen, fences, barriers, regulatory signs, warning lights, and other safety devices adjacent to and on the site of The Improvements as may be necessary to prevent accidents to the public and damage to the property. DEVELOPER shall furnish, place, and maintain such lights as may be necessary for illuminating the said fences, barriers, signs, and other safety devices. At the end of all work to be performed under this Agreement, all fences, barriers, regulatory signs, warning lights, and other safety devices (except such safety items as may be shown on the plans and included in the items of work) shall be removed from site of the work by the DEVELOPER, and the entire site left clean and orderly. Section 12. Acceptance of Work and Riqht-of-Way. Upon notice of the completion of The Improvements and the delivery of a set of final as- built mylar plans with electronic file to CITY by DEVELOPER, CITY, through its City Engineer or designated representative, shall examine the work without delay, and, if found to be in accordance with said plans and specifications and this Agreement, shall recommend acceptance of the work to the City Council and, upon such acceptance, shall notify DEVELOPER or designated agents of such acceptance subject to Section 5 above. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC Page 8 of 11 February 5, 2007 ivS b If not previously dedicated on the final map for Tract 6765, DEVELOPER shall dedicate to CITY by separate instrument any right of way and easements deemed necessary by the City Engineer for the acceptance and maintenance of The Improvements, and, at acceptance of the Work, CITY shall accept said right-of-way and maintenance easement dedications. Section 13. Patent and Copyriqht Costs. In the event that said plans and specifications require the use of any material, process or publication which is subject to a duly registered patent or copyright, DEVELOPER shall be liable for, and shall indemnify CITY from any fees, costs or litigation expenses, including attorneys' fees and court costs, which may result from the use of said patented or copyrighted material, process or publication. Section 14. Alterations in Plans and Specifications. Any alteration or alterations made in the plans and specifications which are a part of this Agreement or any provision of this Agreement shall not operate to release any surety or sureties from liability on any bond or bonds attached hereto and made a part hereof, and consent to make such alterations is hereby given, and the sureties to said bonds hereby waive the provisions of Section 2819 of the Civil Code of the State of California. Section 15. Liability. a. DEVELOPER Primarily Liable. DEVELOPER hereby warrants that the design and construction of The Improvements will be performed in a proper manner. DEVELOPER agrees to indemnify, defend, release, and save harmless CITY, and each of its elective and appointive boards, commissions, officers agents and employees, from and against any and all loss, claims, suits, liabilities, actions, damages, or causes of action of every kind, nature and description, directly or indirectly arising from an act or omission of DEVELOPER, its employees, agents, or independent contractors in connection with DEVELOPER'S actions and obligations hereunder; provided as follows: (i) That CITY does not, and shall not, waive any rights against DEVELOPER which it may have by reason of the aforesaid hold harmless agreement, because of the acceptance by CITY, or the deposit with CITY by DEVELOPER, of any of the insurance policies described in Paragraph 3 hereof. (ii) That the aforesaid hold harmless agreement by DEVELOPER shall apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered, by reason of any of the aforesaid operations referred to in this paragraph, regardless of whether or not CITY has prepared, supplied, or approved of plans and/or specifications for the subdivision, or regardless of whether or not IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC Page 9 of 11 February 5. 2007 ~ ,.()\.~ S\ -D j "I such insurance policies shall have been determined to be applicable to any of such damages or claims for damages. b. Desiqn Defect. If, in the opinion of the CITY, a design defect in the work of Improvements becomes apparent during the course of construction, or within one (1) year following acceptance by the CITY of the Improvements, and said design defect, in the opinion of the CITY, may substantially impair the public health and safety, OWNER shall, upon order by the CITY, correct said design defect at OWNER's sole cost and expense, and the sureties under the Faithful Performance and Labor and Materials Bonds shall be liable to the CITY for the corrective work required. c. Litiqation Expenses. In the event that legal action is instituted by either party to this Agreement, and said action seeks damages for breach of this Agreement or seeks to specifically enforce the terms of this Agreement, and, in the event judgment is entered in said action, the prevailing party shall be entitled to recover its attorneys' fees and court costs. If CITY is the prevailing party, CITY shall also be entitled to recover its attorney's fees and costs in any action against DEVELOPER's surety on the bonds provided under Section 3. Section 16. Indemnification and Waiver. DEVELOPER shall defend CITY, its officers, employees and officials, against any claims or actions (including declaratory or injunctive relief) concerning DEVELOPER's construction of The Improvements on DEVELOPER's property and shall indemnify and hold CITY harmless from any damages, charges, fees or penalties that may be awarded or imposed against CITY and/or DEVELOPER in connection with, or on account of, DEVELOPER's construction of The Improvements and/or CITY's failure to enforce or comply with any applicable laws. Section 17. Recitals. The foregoing Recitals are true and correct and are made a part hereof. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC Page10of11 February 5, 2007 ~Li )~ IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate at Dublin, California, the day and year first above written. CITY: City of Dublin: DEVELOPER: Schaefer Ranch Holdings, LLC a California limited liability company By: Janet Lockhart, Mayor By: Its managing mer, SCHAEFER RANCH I INC., a California corporation Date: ATTEST: Albert D. Seeno III Typed or Printed Name By: Fawn Holman, City Clerk Date: President Title February 6, 2007 Date IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_phase 2.DOC Page 11 of 11 February 5.2007 ').g ~ \S~' ALL PURPOSE CALIFORNIA ACKNOWLEDGEMENT .....................................................................,...................................................................................................................... State of California County of Contra Costa }" On FebruaJ.)' 6, 2007 , before me, D. Panteles personally appeared Albert D. Seeno III personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by hislher/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. D. PANTELES OOMM. #1558733 ~ NOTARY PUBUC - CA!JFORNIA "t! OONTRA OOSTA OOUNTY .... "~~"vv~~:U:.:~I~ .~ -\-"'-'-\i 1'" Signatur _~ c:::::x.....K~\....5L~.Jl~\ (seal) * ** * * * * * * * * * ** * * * * * ** * * * * * * *** * * * ** * * * * * * * *OPTI ONAL INFORMA TION* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * The following information is not required by law, however it may be helpful in preventing fraudulent use of this acknowledgement. City of Dublin Improvement Agreement- Schaefer Ranch DOCUMENT TITLE OR DESCRIPTION DOCUMENT DATE: NUMBER OF PAGES: ~ ~ o ~ ~ " . ~ Ii ~ COMMENTS: ~ ~ ~ ~ Ii i! ~ ~ G " ............................................................................................................................................................................................. ~'t c1v Project No: 03024-20-0256 Page 1 of 1. Schaefer Ranch ________ .._ _ __QH(J.lltiJY](lke~lJflJ1J Pilai'i<::_ 2.1mproJ'emenlsjot__ ..--------..---------------- Schaefer Ranch Project based on th.e unapproved Phase 2 Grading & bnprovement Plans Subdivi.'iJioll 6765, dated IVovember 20, 2(J{)6 December, 2()()6 item Unit Gradin~ Excilvation & compaction (including clear & gmb)(25%.) Fine Grading EV.AE ilnd Trail Fine Grading 1,165,238 CY 921,091 SF 161,641 SF Storm Drain 15" ADS-NI2 IS" ADS-NI2 24" ADS-N12 30" ADS-N12 36" ADS-N12 IS" RCF CLASS HI 24" RCP CLASS III 30" RCP CLASS HI 3(j" Rep CLASS III 42" Rep CLASS HI 54" RCP CLASS III Type A Catchbasins Type B Catchbasins Type C Catchbasins-FieJd mIets Manholes Santa Rosa Type I R Basin inlet sp(,'cial stmclure Co neTcte spiJ J way Modified Type 'D' HeadWall Concrete 'V' Diteh- at 6', 10' & 12" benches Concrete 'J' Ditch 3259 LF 9028 LF 210 LF 590 LF 2025 LF 6,256 LF 2,517 LF 2,602 LF 2,441 LF 350 If 628 LF 78 EA 44 EA 97 EA 32 EA 4 EA 1 EA 1 EA 8 EA 24,693 LF 7;411 LF t" """i, t.,;: Phiftse;; c.,st Es 12 -f305,x1$ -;; :"(;'n '( '.,:7nl3Cfn V~~!ie>' r-;,~:.l/~C) ,:JUtt.'n Unit Price 3.25 O.17 0.17 30.00 36.00 4ltOO 60.00 72J)O 33.00 36.00 50J)0 63_00 74.00 95.00 1.500.00 2,500.00 1,500.00 2,1 00.00 2.000.00 S.OOO.OO 15,000.00 4.000.00 20.00 20.00 Total Amount $3,787,023.50 $156,585.40 $27.478.96 $97,773.00 $325,009.80 $11.038.56 $35.425.80 $145.804.32 $206,448.00 $90.612.00 $130.10o.0{) $153.783.00 25.900.0() $59.677. 10 $117,000.00 $110,()()0.OO $J45.500.00 $67.200.()() $8.000.00 $5.,O()().OO $15,000.00 $32,000.00 $493,854.80 $148,213.40 V!a!'r!ut CreeA' ()a/jfoj',;,}j:;J 9..d.f;.;"9B.. 3,16:::~ 7'(01: (925) 2"1 (),.g3C:O F:ax,' (9~?L):' ) I Ci'-C?302 ~() cL \ ~9 o Project No OJ024-10-0256 Page]. of 2 Schaefer Ranch Quantity Take.-o.lf of Phase 2 Improvementsf()J' ,S'chaefer Ranch Project --based -on -tlteunajJpr()vetl-Piu.tse2-(Tratling&-lmpr{)VemeJlt-PI(Jn~~ Subdivision 6765.. dated fVovember 2fJJ 2{)()6 December, 2006 Item lJnit Street Improvements Curb ami gutter only Curb and gutter w/5' sidewalk Curb and gntter ;v/8' sidewalk EVAE all weather access road Medi:m curb Curb R:nnp Driveways Decorative Paving ( Incl. Concrete Bands) Roadside ditch lined w!Tensar Erosion Mm Street monuments 5.5" .AC/13 " AS 3J)" AC/9" AB 7.929 LF 20.2% LF 3<128 LF 38, no LF 1,994 LF 38 EA 36,240 SF 3100 SF 1.961 LF 101 SA 113.770 SF 534.281. SF lltilitics:Elcctric/Gas. Cable &Phollc Street light - single cobra Street light - double cobra 87 EA 5 SA .Erosion Control Hydroscedillg (1st & 2nd season) General.Protection (2 construction seasons) 235.11 AC ] L8 Truffle Control Street Signs Stripin& 1 L5 1 LS 1 L5 Unit l'ricc 15.00 ::W.oo 25.00 2.25 14.()O 1,500.00 12.00 1R.OO 21.00 30().OO 5 _ ()() 4.50 2.200.00 3,000.00 I,SOO.()O 120,OOO.flO 22,500.00 25,000.00 25.000.00 Total I 5% C()ntil)gel1('~I' Grand Total Rounding for bonding purposes: Raz.mik Avedian, P.s. R.C.E. 53063 EXPIRES 6130/07 PIA Design Resources, Inc. Phase 2 C,:,st e.., 1;;~ 1308.xl.1 Total Amount $118.942.20 $405,920,00 $78,200.00 $87,232.43 $27,916.00 57.000.00 434.880.00 55,SOO,OO $41,17.1,76 $30,300.00 $568,850.00 $2_ 404 ..264.50 $191,400.00 $15,OOO.O() $352,815.00 $120.000.()() $22.500.00 $25,000.00 $25,()()OOO 11,456,619.54 1,718,492.93 13.175.112.47 13,175,100.00 CITY OF DUBLIN IMPROVEMENT AGREEMENT ?v~ (I) \) '>i (J I ~;f'. OFF-SITE IMPROVEMENTS FOR TRACT 6765, SCHAEFER RANCH (SCHAEFER RANCH HOLDINGS, LLC) This Agreement (Agreement) is made and entered into this 20th day of February, 2007, by and between the CITY of Dublin, a municipal corporation, hereinafter referred to as "CITY", and Schaefer Ranch Holdings, LLC, a California Limited Liability Company (hereinafter referred to as "DEVELOPER"). RECITALS WHEREAS, it has been determined by the City Council of the City of Dublin, State of California, that DEVELOPER, as a subdivider, desires to improve and dedicate certain public improvements (hereafter liThe Improvements") shown on Tract 6765, in accordance with the requirements and conditions set forth within the City of Dublin Planning Commission Resolution No. 98-38 (PA 96-037), adopted on August 11, 1998, and Planning Commission Resolution No. 06-16 (PA 06-031), adopted on June 27,2006, and City Council Ordinance No. 11-06 adopted on August 1, 2006; the requirements of the Subdivision Map Act of the State of California and the Subdivision Ordinance of the City of Dublin; and those certain plans and specifications for said development currently under review and tentatively approved by the City Engineer, and subject to such revisions as may be made to the plans prior to the City Engineer's final approval, as follows: . Traffic Sianal Plans for Dublin Canvon Road /Schaefer Ranch Road @ Hiqhwav 580. Schaefer Ranch, Tract 6765, Dublin, California . Off-Tract Improvements - Schaefer Ranch Road & Dublin Canvon Road @ Hiahwav 580, Schaefer Ranch, Tract 6765, Dublin, California . 0"- Tract Improvement Plans -Widenina of Dublin Boulevard & Modifvinq the Intersection of Dublin Boulevard/Silveraate Drive, Schaefer Ranch, Tract 6765, Dublin, California . Off- Tract Improvement Plans - Intersection Improvements at Eden Canvon Road and Dublin Canvon Road, Tract 6765, Dublin, California (future improvements) . Joint Trench Improvement Plans, Schaefer Ranch, Schaefer Ranch Road and Dublin Boulevard, Phase 1 - Tract 6765, Dublin, California . Street Liaht Improvement Plans, Schaefer Ranch, Schaefer Ranch Road and Dublin Boulevard, Phase 1 - Tract 6765, Dublin, California Said plans are now, or, if not yet finally approved, will be, on file in the office of the Public Works Director/City Engineer, and are hereby referred to for a more definite and distinct description of the work to be performed under this Agreement as though set forth at length herein; and WHEREAS, CITY has determined that The Improvements are a public works project subject to California prevailing wage requirements; WHEREAS, DEVELOPER intends to satisfactorily complete The Improvements within the time hereinafter specified, and CITY intends to accept DEVELOPER's offer(s) of dedication of right-of-way and The Improvements in consideration for DEVELOPER's satisfactory performance of the terms and conditions of this Agreement; IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsite.DOC EXHIBIT C. To the Resolution ".., ...t.:.. ,,~,"'i .,;,' 't.l \~ NOW, THEREFORE, in consideration of the mutual promises, conditions and covenants herein contained, the parties agree as follows: Section 1(a). Desiqn Plans. DEVELOPER shall submit final plans and specifications (construction documents) for the plans and specifications identified as currently under review to the CITY for review within 90 days of the execution of this Agreement and shall obtain CITY approval of the final plans and specifications for the Improvements no later than 180 days from the execution of this Agreement. CITY shall have 30 calendar days to respond to DEVELOPER's initial submittal and 15 calendar days for any subsequent submittals of revised plans and specifications. DEVELOPER shall design The Improvements in accordance with the City's Development Standards. The final design, including detailed plans and specifications, shall be approved by the CITY, which may require peer review of the design at DEVELOPER's cost. DEVELOPER shall obtain all required permits and pay all required fees. Construction of The Improvements shall not begin until the final plans and specifications are approved by the CITY. Section 1 (b ). Completion Time. DEVELOPER will commence construction of The Improvements within one hundred eighty (180) days following the date on which CITY executes this Agreement. DEVELOPER shall complete such Improvements no later than two years following execution of this Agreement or not later than February 20,2009. Upon completion, DEVELOPER shall furnish CITY with a complete and reproducible set of final as-built plans of The Improvements, including any authorized modifications. Section 2. Estimated Cost of Improvements. For purposes of this Agreement, the estimated cost of constructing The Improvements is agreed to be Four Million Three Hundred Sixty-Four Thousand Five Hundred and 00/100 Dollars ($4,364,500.00). Said amount include costs and reasonable expenses and fees which may be incurred in enforcing the obligation secured. Section 3. Bonds Furnished. Concurrently with the execution of this Agreement, DEVELOPER shall furnish CITY with the following security in a form satisfactory to the CITY Attorney: a. Faithful Performance. Either a cash deposit, a corporate surety bond issued by a company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that The Improvements will be satisfactorily completed. Any plans and specifications that have not yet been finally approved by the City Engineer, shall be considered as part of "The Improvements" for the purpose of this subsection if the City Engineer has previously reviewed and tentatively approved said plans and specifications. b. Labor and Materials. Either a cash deposit, a corporate surety bond issued by a IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsiteDOC Page 2 of 10 February 5, 2007 ?1 ~ l?~ company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that DEVELOPER'S contractors, subcontractors, and other persons furnishing labor, materials, or equipment shall be paid therefor. c. If required by CITY, a cash deposit, corporate surety bond, or instrument of credit sufficient to assure CITY that the surface water drainage of the subdivision shall not interfere with the use of neighboring property, including public streets and highways. CITY sheil! be the sole indemnitee named on any instrument required by this Agreement. Any instrument or deposit required herein and the release thereof shall conform to the provisions of Chapter 5 of the Subdivision Map Act. Section 4. Insurance Required. Concurrently with the execution hereof, DEVELOPER shall obtain or cause to be obtained and filed with the CITY, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, or designee, as to form, amount and carrier. Prior to the commencement of work under this Agreement, DEVELOPER's general contractor shall obtain or cause to be obtained and filed with the Administrative Services Director, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, as to form, amount and carrier. DEVELOPER shall not allow any contractor or subcontractor to commence work on this contract or subcontract until all insurance required for DEVELOPER and DEVELOPER's general contractor shall have been so obtained and approved. Said insurance shall be maintained in full force and effect until the completion of work under this Agreement and the final acceptance thereof by CITY. All requirements herein provided shall appear either in the body of the insurance policies or as endorsements and shall specifically bind the insurance carrier. a. Minimum Scope of Insurance. Coverage shall be at least as broad as: (i) Insurance Services Office form number GL 0002 (Ed. 1/73) covering comprehensive General Liabilitv and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial General Liability coverage ("occurrence" form CG 0001.) (ii) Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile Liability, code 1 "any auto" and endorsement CA 0025. (iii) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability Insurance. b. Minimum Limits of Insurance. OWNER shall maintain limits no less than: (i) General Liabilitv: $1,000,000 combined single limit per occurrence IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsite.DOC Page 3 of 10 February 5, 2007 :,~~ tftJ for bodily injury, personal injury and property damage. If commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. (ii) Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. (iii) Workers' Compensation and Employers Liability: Workers' compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1,000,000 per accident. c. Deductibles and Self-Insurance Retentions. Any deductibles or self-insured retentions must be declared to and approved by the CITY. At the option of the CITY, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the CITY, its officers, officials and employees; or the DEVELOPER shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. d. Other Insurance Provisions. The policies are to contain, or be endorsed to contain, the following provisions: (i) General Liability and Automobile Liability Coveraqes. (a) The CITY, its officers, agents, officials, employees and volunteers shall be named as additional insureds as respects: liability arising out of activities performed by or on behalf of the DEVELOPER; products and completed operations of the DEVELOPER; premises owned, occupied or used by the DEVELOPER; or automobiles owned, leased, hired or borrowed by the DEVELOPER. The coverage shall contain no special limitations on the scope of the protection afforded to the CITY, its officers, officials, employees or volunteers. (b) The DEVELOPER's insurance coverage shall be primary insurance as respects the CITY, its officers,' officials, employees and volunteers. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees or volunteers shall be excess of the DEVELOPER's insurance and shall not contribute with it. (c) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the CITY, its officers, officials, employees or volunteers. (d) The DEVELOPER's insurance shall apply separately to each insured against whom claim is made or suit is brought, except IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsite.DOC Page 4 of 10 February 5, 2007 \ ;; ?-, with respect to the limits of the insurer's liability. (ii) Workers' Compensation and Emplovers Liabilitv Coveraqe. The insurer shall agree to waive all rights of subrogation against the CITY, its officers, officials, employees and volunteers for losses arising from work performed by the DEVELOPER for the CITY. (iii) All Coveraqes. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the CITY. (a) Acceptabilitv of Insurers. Insurance is to be placed with insurers with a Bests' rating of no less than A:VII. (b) Verification of Coveraqe. DEVELOPER shall furnish CITY with certificates of insurance and with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be received and approved by the CITY before work commences. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time. (c) Subcontractors. DEVELOPER and/or DEVELOPER's general contractor shall include all subcontractors as insureds under its policies or shall obtain separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. Section 5. Work Performance and Guarantee. Except as otherwise expressly provided in this Agreement, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect, DEVELOPER guarantees all work executed by DEVELOPER and/or DEVELOPER's agents, and all supplies, materials and devices of whatsoever nature incorporated in, or attached to the work, or otherwise delivered to CITY as a part of the work pursuant to the Agreement, to be free of all defects of workmanship and materials for a period of one (1) year after acceptance of the entire work by CITY. DEVELOPER shall repair or replace any or all such work or material, together with all or any other work or materials which may be displaced or damaged in so doing, that may prove defective in workmanship or material within said one-year guarantee period without expense or charge of any nature whatsoever to CITY. DEVELOPER further covenants and agrees that when defects in design, workmanship and materials actually appear during the one- year guarantee period, and have been corrected, the guarantee period shall automatically be IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_oftsite.DOC Page 5 of 10 February 5, 2007 :s~ ct \ ~ 9 extended for the corrected items for an additional year to insure that such defects have actually been corrected. In the event the DEVELOPER shall fail to comply with the conditions of the foregoing guarantee within thirty (30) days time or such longer time period as agreed to in writing by the City Engineer, after being notified of the defect in writing, CITY shall have the right, but shall not be obligated, to repair or obtain the repair of the defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing guarantee results in a condition which constitutes an immediate hazard to the public health, safety, or welfare, CITY shall have the right to immediately repair, or cause to be repaired, such defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. The foregoing statement relating to hazards to health and safety shall be deemed to include either temporary or permanent repairs which may be required as determined in the sole discretion and judgment of CITY. If CITY, at its sole option, makes or causes to be made the necessary repairs or . replacements or performs the necessary work, DEVELOPER shall pay, in addition to actual costs and expenses of such repair or work, twenty-five percent (25%) of such costs and expenses for overhead and interest at the maximum rate of interest permitted by law accruing thirty (30) days from the date of billing for such work or repairs. Section 6. Inspection of the Work. DEVELOPER shall guarantee free access to CITY through its City Engineer and designated representatives for the safe and convenient inspection of the work throughout its construction. Said CITY representative shall have the authority to reject all materials and workmanship which are not in accordance with the plans and specifications, and all such materials and or work shall be removed promptly by DEVELOPER and replaced to the satisfaction of CITY without any expense to CITY in strict accordance with the Improvements plans and specifications. Section 7. AQreement AssiQnment. DEVELOPER shall not assign this Agreement without the written consent of CITY, which consent shall not be unreasonably withheld. Section 8. Abandonment of Work. Neither DEVELOPER nor any of DEVELOPER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of DEVELOPER 's obligations under this Agreement. If DEVELOPER refuses or fails to obtain prosecution of the work, or any severable part thereof, with such diligence as will insure its completion within the time specified, or any extension thereof, or fails to obtain completion of said work within such time, or if DEVELOPER should be adjudged as bankrupt, or should make a general assignment for the benefit of DEVELOPER 's creditors, or if a receiver should be appointed, or if DEVELOPER, or any of DEVELOPER's contractors, subcontractors, agents or employees should violate any of the IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsiteDOC Page 6 of 10 February 5, 2007 ~l 'b provisions of this Agreement, the CITY through its City Engineer may serve written notice on DEVELOPER and DEVELOPER's surety or holder of other security of breach of this Agreement, or of any portion, thereof, and default of DEVELOPER. In the event of any such notice of breach of this Agreement, DEVELOPER's surety shall have the duty to take over and complete The Improvements herein specified; provided, however, that if the surety, within thirty (30) days after the serving upon it of such notice of breach, does not give CITY written notice of its intention to take over the performance of the contract, and does not commence performance thereof within thirty (30) days after notice to CITY of such election, CITY may take over the work and prosecute the same to completion, by contract or by any other method CITY may deem advisable, for the account and at the expense of DEVELOPER and DEVELOPER's surety shall be liable to CITY for any damages and/or reasonable and documented excess costs occasioned by CITY thereby; and, in such event, CITY, without liability for so doing, may take possession of, and utilize in completing the work, such materials, appliances, plant and other property belonging to DEVELOPER as may be on the site of the work and necessary therefor. Section 9. Notices All notices herein required shall be in writing, and delivered in person or sent by registered mail, postage prepaid. Notices required to be given to CITY shall be addressed as follows: Melissa Morton Public Works Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Notices required to be given to DEVELOPER shall be addressed as follows: Schaefer Ranch Holdings, LLC Attention: Albert Seeno, III, President 4061 Port Chicago Highway, Suite H Concord, CA 94520 With copy to: Schaefer Ranch Holdings, LLC Attention: Jeanne C. Pavo 4021 Port Chicago Highway Concord, CA 94520 Any party or the surety may change such address by notice in writing to the other party and thereafter notices shall be addressed and transmitted to the new address. Concurrently with the execution of this Agreement, DEVELOPER has executed and has caused to be acknowledged an abstract of this Agreement. DEVELOPER agrees CITY may IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_oftsite.DOC Page 7 of 10 February 5, 2007 record said abstract in the Official Records of Alameda County. 3)l db \ ~)<i Section 10. Use of Streets or Improvements. At all times prior to the final acceptance of the work by CITY, the use of any or all streets and improvements within the work to be performed under this Agreement shall be at the sole and exclusive risk of DEVELOPER. The issuance of any building or occupancy permit by CITY for dwellings located within the project site shall not be construed in any manner to constitute a partial or final acceptance or approval of any or all such improvements by CITY. DEVELOPER agrees that CITY's Building Official may withhold the issuance of building or occupancy permits when the work or its progress may substantially and/or detrimentally affect public health and safety. Section 11. Safety Devices. DEVELOPER shall provide and maintain such guards, watchmen, fences, barriers, regulatory signs, warning lights, and other safety devices adjacent to and on the site of The Improvements as may be necessary to prevent accidents to the public and damage to the property. DEVELOPER shall furnish, place, and maintain such lights as may be necessary for illuminating the said fences, barriers, signs, and other safety devices. At the end of all work to be performed under this Agreement, all fences, barriers, regulatory signs, warning lights, and other safety devices (except such safety items as may be shown on the plans and included in the items of work) shall be removed from site of the work by the DEVELOPER, and the entire site left clean and orderly. Section 12. Acceptance of Work and Riqht-of-Way. Upon notice of the completion of The Improvements and the delivery of a set of final as- built mylar plans with electronic file to CITY by DEVELOPER, CITY, through its City Engineer or designated representative, shall examine the work without delay, and, if found to be in accordance with said plans and specifications and this Agreement, shall recommend acceptance of the work to the City Council and, upon such acceptance, shall notify DEVELOPER or designated agents of such acceptance subject to Section 5 above. If not previously dedicated on the final map for Tract 6765, DEVELOPER shall dedicate to CITY by separate instrument any right of way and easements deemed necessary by the City Engineer for the acceptance and maintenance of The Improvements, and, at acceptance of the Work, CITY shall accept said right-of-way and maintenance easement dedications. Section 13. Patent and Copyriqht Costs. In the event that said plans and specifications require the use of any material, process or publication which is subject to a duly registered patent or copyright, DEVELOPER shall be liable for, and shall indemnify CITY from any fees, costs or litigation expenses, including attorneys' fees and court costs, which may result from the use of said patented or copyrighted material, process or publication. Section 14. Alterations in Plans and Specifications. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsite.DOC Page 8 of 10 February 5, 2007 ,cr '6 I '3<? Any alteration or alterations made in the plans and specifications which are a part of this Agreement or any provision of this Agreement shall not operate to release any surety or sureties from liability on any bond or bonds attached hereto and made a part hereof, and consent to make such alterations is hereby given, and the sureties to said bonds hereby waive the provisions of Section 2819 of the Civil Code of the State of California. Section 15. Liability. a. DEVELOPER Primarily Liable. DEVELOPER hereby warrants that the design and construction of The Improvements will be performed in a proper manner. DEVELOPER agrees to indemnify, defend, release, and save harmless CITY, and each of its elective and appointive boards, commissions, officers agents and employees, from and against any and all loss, claims, suits, liabilities, actions, damages, or causes of action of every kind, nature and description, directly or indirectly arising from an act or omission of DEVELOPER, its employees, agents, or independent contractors in connection with DEVELOPER 'S actions and obligations hereunder; provided as follows: . (i) That CITY does not, and shall not, waive any rights against DEVELOPER which it may have by reason of the aforesaid hold harmless agreement, because of the acceptance by CITY, or the deposit with CITY by DEVELOPER, of any of the insurance policies described in Paragraph 3 hereof. (ii) That the aforesaid hold harmless agreement by DEVELOPER shall apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered, by reason of any of the aforesaid operations referred to in this paragraph, regardless of whether or not CITY has prepared, supplied, or approved of plans and/or specifications for the subdivision, or regardless of whether or not such insurance policies shall have been determined to be applicable to any of such damages or claims for damages. b. Desiqn Defect. If, in the opinion of the CITY, a design defect in the work of Improvements becomes apparent during the course of construction, or within one (1) year following acceptance by the CITY of the Improvements, and said design defect, in the opinion of the CITY, may substantially impair the public health and safety, OWNER shall, upon order by the CITY, correct said design defect at OWNER's sole cost and expense, and the sureties under the Faithful Performance and Labor and Materials Bonds shall be liable to the CITY for the corrective work required. c. Litiqation Expenses. In the event that legal action is instituted by either party to this Agreement, and said action seeks damages for breach of this Agreement or seeks to specifically enforce the terms of this Agreement, and, in the event judgment is entered in said action, the prevailing party shall be entitled to recover its attorneys' fees and court costs. If CITY is the IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsiteDOC Page 9 of 10 February 5, 2007 l.lo ~ 1~1 prevailing party, CITY shall also be entitled to recover its attorney's fees and costs in any action against DEVELOPER's surety on the bonds provided under Section 3. Section 16. Indemnification and Waiver. DEVELOPER shall defend CITY, its officers, employees and officials, against any claims or actions (including declaratory or injunctive relief) concerning DEVELOPER's construction of The Improvements on DEVELOPER's property and shall indemnify and hold CITY harmless from any damages, charges, fees or penalties that may be awarded or imposed against CITY and/or DEVELOPER in connection with, or on account of, DEVELOPER's construction of The Improvements and/or CITY's failure to enforce or comply with any applicable laws. Section 17. Recitals. The foregoing Recitals are true and correct and are made a part hereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate at Dublin, California, the day and year first above written. CITY: City of Dublin: DEVELOPER: Schaefer Ranch Holdings, LLC a California limited liability company By: Janet Lockhart, Mayor By: Date: ATTEST: Albert D. Seeno III Typed or Printed Name By: Fawn Holman, City Clerk Date: President Title February 6. 2007 Date IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp Agmt_offsite.DOC Page10of10 February 5, 2007 Ll\~ , ) f., 1 f) C} ALL PURPOSE CALIFORNIA ACKNOWLEDGEMENT ............................................................................................................................................................................................ State of California County of Contra Costa }~ On February 6,2007 , before me, D. Panteles personally appeared Albert D. Seeno III personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. "Y:..it~I,'If'lP~.iih.4 ,c, '. ~~A\ ~1 D. PANTELES OOMM. #1558733 fJ NOTARY PUBUC - CAUFORNIA "tl CONTRA COSTA COUNTY ..... L . My Comm. Expires Marcl113. 2009 ~ ,. .-'~~<<r"\r "!-' y 'tr -v""""-v'v v .",.. v ..... ;J It} ,...t ---~ 'ili Signature ,_' 0~'- ),.' ) \ ..)') ( seal) **** ********* * * * * * *** ** ** * ** **** * **** **** **OPTIONAL INFORMA TION* *** ******* * * ***** *** ************** * ** The following information is not required by law, however it may be helpful in preventing fraudulent use of this acknowledgement. City of Dublin Improvement Agreement- Schaefer Ranch DOCUMENT TITLE OR DESCRIPTION DOCUMENT DATE: NUMBER OF PAGES: ~ ~ i s ~ ~ \; o 2 COMMENTS: ~ ~ e z ~ e ~ e S 2 ...................................................................................................11........,............................................................................. .r ~~~\'::.~~~_~~~~~~w~~~~,~ ~I].. t \"'7 PTc~ject No: 03024-2.1-0256 Page I of 2. Estimate For Bonding Purposes Schaefer Ranch __.. __ ..___________________Ql~fl!..ljI!J~_EJj{e_:!!lfjd~Q.1fZ!HJ;!.l1nl1!f.!.~l1tfint~_tf!r.lf7d~~?i!1gJ!iJ1J:'1!It!LJ}O{~k!!ar-'1__..___________..__ antl1Ylod~fying the Intersection (~f Dublin Boulevard and Silver gate Drive based on the unapproved qtF..Tracf Improvement Plans Subdivision. 6i65, dated August I, 2()()6 November 6, 2006 Item Unit Demolition Remove Chain Link Fence Remove Met31 Beam Guard Rail (MBGR) Remove AC D.ike Remove Concrete Curb Remove Concrete Sidewalk/Driveway Remove AC Surface Remove Exist.ing Road Slmct.ural Section to Subgrade Remove Electrolier Pavement Sawcnt ReJocate Chain Link Fence Remove Street Signs Relocate Street Signs Curb Ramp L21:W LF 1280 LF 2,730 LF 490 LF 1,200 SF 40,600 SF 9340 SF "3 EA U50 LF 124 LF 6 EA J] EA 2 EA Grading Excavation & compa{.,1.ion (including clear & grub) Import Nonexpansive Borro'w Street. Fine Grading Earth V-Ditch with COllcretc JV10vY Band 15,1.100 CY 10200 Cy 79,OO() SF 460 LF Storm .Drain 18" RCP CL HI Type A .. CatchbaslJJs (City Std CD-4(0) Type II - Catchbasins (County Std 8D-412) Field Inlets (City Std CD-4(3) Manholes (COllllt.y Std $D-4(5) Modify Ex Inlet to Manhole (CmIDIY Std SD-422) Connect to Existing Structure 162 LF 113.1.1. 213.1.1. lEA lEA 2 EA 3 EA Erosion Control Erosion Control blanket (installed) Straw WaHJe Blown Straw and Tllckificr 4 Roll 5,OnO LF 1 AC Cost Esf. o(r.Trac.t..cit.; bond.11"():;'{}{lxls ;:??ro{) YqnEJ~fG \rdffey r:;ODO. Sui'tG .9-4 C;D S' '1(162 (j UnitPrke 3.00 10.00 2.00 10.00 10.00 5.00 10.00 500.00 4.00 IS.OO 100.00 200.00 1.500.00 2.20 10.00 n.20 10 .00 33.00 1,500.00 2,000.00 1,500.00 2.100.00 2,000.00 2.000.0() 275.00 1.30 (jOO.OO (r1~:5.' ,').,;:" ~! ;,. ...,;:J:'-:OO TfltaJ Amount $3,840.00 $12.800.00 $5,460.00 $4,900.00 $12,000.00 $203,000.00 $93.400.00 $1.5()() J)() $4,(j(JO.OO $2,232,00 $600.00 $2.200.0(} $3.000.00 $33,000.00 $102.000.00 $J5.300.(}O $4.600.00 $5,346.00 $1.500.00 $4.000.00 $1,500,00 .$2,100.00 $4,000.00 $6.000.00 $1.100.00 $6,500.00 $600.00 /7i.iX,' {92S, ;~: r 0- 92D.3 It ~ crb Project No: 03024-2 J -0256 Page 2 of 2 Estimate For BOIuling Purpo.\'es Schaefer Ranch ()uanti~r Take-(dt" (~f (~ff-.Tract Improvementsfor r1/idel1ing of Dublin Boulevard and IYJod~6>ing the Intersectio}1 (?fDllblin Boulevard and Silvergate Drive ---- - -~~-~jjtL\7Ht(TinJre unllfijirolii:Tit-O[f-:::rfliCrlTifjIriJveHfiTffrPllilf:.V--------------------.-~----- Su.bdivision 676.1, dated Au.gust IJ 2006 November 6, 2()()6 hem Hnit Street Improvements Cuib and gutter only Curb andf,'1Itter wlS' sidewalk AC Berm Median curb (pCe 8,5") Median curb (pCc.6") PCCDrivc\;V3Y Approach wi 5' Flares Street Monnment Reestahlishment 5.0" AC/7.0"AB/IO.O" AS AC Overlay (O.IO' Min) Metal Beam Guard Rail (MBGR) C"t\illWaIJ (Match Existing (i;l! Hansen) 1.288 LF 734 LF 632 LF 2,134 LF 413 LF 1 EA 3 EA 63,120 SF 25,420 SF L 000 LF 1,000 LF Utilities: Electric/Gas. Cahle & Phone Street Light - Douhle Cobra Street Light Conduit (1.5" with 2 #8) 8. EA 1,370 LF Traffic Control Street Signs Striping Trame Control Traffic Signal (Decorative) .Median & Finished Slope LandscJping & Irrigation Water Meter \, \\ 1 LS 1 LS 1 LS I L5 1 LS 1 LS Unit Price IS.OO 20.00 1 i),OO 20.00 15.00 2,500.00 UJOO,OO 4.50 2.00 30.00 25.00 3,000.00 10.00 3,SOO.OO 7,000.00 10,000.00 500,000.00 100,000.00 50,000.00 Sub Tohll 3 '!;(\ Design Cost Total 30% contingency Grand Total Rounding for honding purposes: Razmik Avedian. P. E. R.C.E, 53063 EXPIRES 6/30/07 PIA Design Resources, Inc. Cet;! 8;,-:;t - O(f- Tr<Jct-~it.~ bond-11-03-06_x/s Tot:tl Amount $19,320.00 $14.680,00 $6,320,00 $42,680.00 $6,195.00 $2500.00 $3,O{)O.OO S284,040.00 $50,840.00 $30,000.00 $25,000.00 $24.000.00 S13,700.00 $3 ,5()() , 00 $7 J)()O . () 0 $10,000.00 $500,000.00 $100,000.00 X50,O()().()() $1,730,353,00 $519.105.90 $2.249,458.90 $674.837.67 $2,924,296.57 2~924,300.00 21';;:1 ._ '" 1 II) att/ lll..{ ~ l~) -'~~~~.~~"'_~"'Kl~~>i~W~{,"\'o/~~~~_t~"'=~'!<~"" Project No: 030'24-20-025() Page I of 2 Estimate For Bonding Purposes Schaefer Ranch ____.. ____ ~ _QHJf.JJ.jity](~kg:::J;jjJJ.lDJf..:I.mc.!lmj1l'f2yemgjJJ}i.fQrJfi(l(,WjltgJ,?L.S~l1fl.efeL R{IlLc.h.R(!Jl(L____~________.__ (lnd Dublin Canyon Ro(ul at Highway 5S0 based on tlte unapproved Off-Tract Improvement Plans Subdivision 6765, dated Dece.mber 6, 2fUJ6 December 7, 2()06 Item Unit Demolition Remove ChaiIJ Link Fencc Remove AC Dike Remove Concrete Curb Remove Concrete Sidewalk/Driveway Remove AC Surface Sawcut Pavement Relocate Chain Link Fence Re.locate Utility Pole Remove Street Signs !30 LF 980 LF L330 L1" 140 SF 34.000 SF (,20 LF 1,560 LF 4 EA .J. EA Gnllling Excavation & compaction (induding clear & grub) Import Nonexpansive Borrow Slreet Fine Grading Concrete V-Ditch (City Std C0418) Retaining Wall 6.000 CY 100 CY 67.0()0 SF L180 LF 1,395 SF Storm Drain 12" Rep CL HI 18" RCP CL Hl Type GJ Inlet (Caltrans) Type GO Inlet (Caltrans) Modify Ex Inlet to Grade Modi(y Ex Inlet to Manholc (County Std SD-422) Connect to Existing Stmcture 43 LF 150 LF 1 EA 3 EA 2 SA .I SA 1 SA Erosion Control Erosion Control blanket (installed) Smn\' Wattle Blcnvn Straw and 'T'ackifier 4 Roll 5,000 LF 1 AC Cost E$t - lnrers~U'O!l DCRO.S.RRD 12.()o,,06.x!s Y(}t;dc '." hDaCf~ .~'.~{jJt2 r925i ;':.''fO..93CU r::B.-;: (9251 2'IG~'S1303 l(;C il~l~~i!n;"N" C';'e{:~f~: Unit J'rice 5_00 2;llO 10.00 10.00 5.00 4.00 18.00 10,000.00 1 00.00 2.25 10.00 0.20 15.00 100.00 35.00 40.00 1,500.00 2.000.00 1,500.00 1.500.00 2.000.00 275.00 1.30 60().OO Tota.l Amount $650.00 $t,960.00 $ 13,30()00 $ J,400.00 $170,000.00 $2,480.00 $28.080.nO $40,000.00 $.400.00 $13,500. ()O SI,OOO.OO $13,400.00 SI7,70(J.OO $139.500.00 $L505.00 $6,000.00 $1,500.()O $1),000.00 $3.()()O.OO $1.500.00 $2.()()O.OO $1,lOO.O(J $().500.00 $600.00 l.l~ 'tt',V Prt~jcct No: 01024-21-0256 Page 2 of 2 Estimate For Bonding Purposes Schaefer R1l11dl (JutJnti{r Take-off (d. qff-Tract lmprovernentsfor Widening (~(Schae.fer Ranch Road and Dublin Canyon Road at l-Jiglnvay S80 based on tlte luupproved Ofl-Tract Improvement Plans -------.-.-- - ----- .----------------,YulJ1livisi(Jfr1T7(j5~-tlatell-{)ece'ff[lJer6;2 tJ1J6--.--- --.----------- ----------- ---.----- December 7, 2{){)6 Item Cnit Street Improvements Curb and Gutter Only Cnrb and Gutter w/5' Concrete Sidewalk AC Sidewalk Median Curb ((01ltrly Sid SD-30t ) pee Driveway Approac.h w! 3' Flares Handicap Ramp &. modify existing Ramp 6()" AC 12.0" AB Trai] 2,173 LF 298 LF 10,290 SF 1,6Y(, LF 1 EA 2EA 39.720 SF 39.720 SF 1,663 SF Utilities Street Light 6 EA Traffic Control SITeet Signs SIriping Traffic Control Traffic Signal ] LS 1 LS 11.5 ] LS R/W Costs 1 L5 1-580 Ramp Signalization ( Fair Share Contribution) 1 LS Unit .Pd,:e 8. ()O 17_00 8.00 7.50 1,500.00 1,500,00 3_00 2.00 2.00 2,20(J.OO 3.000.00 7.000.00 10,000.00 250,000.00 25.()OO.OO 60.000.00 Sub Total 3 % Design Cost Total 20'% contingency Gnmd Total Rounding 1'01' bonding pUl]lOses: Raunik A vedillfl, P.E"'. R_C.E. 5306:1 EXPIRES 6/30/07 PI>1 DesZr:;l1 Resources, Inc. CO.Sf Est - /n!e!.'u~c!Jcr. DCRD~.$R.r:?D 12-,O$~D/S.xis Total AmOlmt $17,384.1)() $5.066.DO $82,320.00 $12,720.00 $1,500.00 $3,OOO.O{) $t19.160.00 $79,440.()O $3,326,00 513.l00.()O $3,000.00 57,OO().OO SI0,OOO.OO $250JJOO.()() $25,000.00 $60, (J()(), 00 $1,165,191.()() $34,955.73 Sl,200,146.73 $240.029.35 Sl,44H,176.11S 1,440.200J)() 2/5:/t) 7 I Dflte ! tAlo ~ ~_ .4 \ -j'6 CITY OF DUBLIN IMPROVEMENT AGREEMENT LANDSCAPE IMPROVEMENTS FOR TRACT 6765 - SCHAEFER RANCH (SCHAEFER RANCH HOLDINGS, LLC) This Agreement (Agreement) is made and entered into this 20th day of February, 2007, by and between the CITY of Dublin, a municipal corporation, hereinafter referred to as "CITY", and Schaefer Ranch Holdings, LLC, a California Limited Liability Company (hereinafter referred to as "DEVELOPER"). RECITALS WHEREAS, it has been determined by the City Council of the City of Dublin, State of California, that DEVELOPER, as a subdivider, desires to improve and dedicate certain public improvements (hereafter "The Improvements") shown on Tract 6765, in accordance with the requirements and conditions set forth within the City of Dublin Planning Commission Resolution No. 98-38 (PA 96-037), adopted on August 11, 1998, and Planning Commission Resolution No. 06-16 (PA 06-031), adopted on June 27,2006, and City Council Ordinance No. 11-06 adopted on August 1, 2006; the requirements of the Subdivision Map Act of the State of California and the Subdivision Ordinance of the City of Dublin; and those certain plans and specifications for said development currently under review and tentatively approved by the City Engineer, and subject to such revisions as may be made to the plans prior to the City Engineer's final approval, as follows: . Landscape Architectural Drawinqs - Dublin Boulevard, Schaefer Ranch Road, and Road ~', Streetscape, Dublin, California . Landscape Architectural Drawinqs, Schaefer Ranch - Entrv Plans, Dublin, California Said plans are now, or, if not yet finally approved, will be, on file in the office of the Public Works Director/City Engineer, and are hereby referred to for a more definite and distinct description of the work to be performed under this Agreement as though set forth at length herein; and WHEREAS, CITY has determined that The Improvements are a public works project subject to California prevailing wage requirements; WHEREAS, DEVELOPER intends to satisfactorily complete The Improvements within the time hereinafter specified, and CITY intends to accept DEVELOPER's offer(s) of dedication of right-of-way and The Improvements in consideration for DEVELOPER's satisfactory performance of the terms and conditions of this Agreement; NOW, THEREFORE, in consideration of the mutual promises, conditions and covenants herein contained, the parties agree as follows: Section 1(a). Desiqn Plans. DEVELOPER shall submit final plans and specifications (construction documents) for the plans and specifications identified as currently under review to the CITY for review within 90 days of the execution of this Agreement and shall obtain CITY approval of the final plans and IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscapeDOC EXHIBIT -.12 To the Resolution <-\1 Dt \~~ specifications for the Improvements no later than 180 days from the execution of this Agreement. CITY shall have 30 calendar days to respond to DEVELOPER's initial submittal and 15 calendar days for any subsequent submittals of revised plans and specifications. DEVELOPER shall design The Improvements in accordance with the City's Development Standards. The final design, including detailed plans and specifications, shall be approved by the CITY, which may require peer review of the design at DEVELOPER's cost. DEVELOPER shall obtain all required permits and pay all required fees. Construction of The Improvements shall not begin until the final plans and specifications are approved by the CITY. Section 1 (b ). Completion Time. DEVELOPER will commence construction of The Improvements within one hundred (180) days following the date on which CITY executes this Agreement. DEVELOPER shall complete such Improvements no later than two years following execution of this Agreement or not later than February 20, 2009. Upon completion, DEVELOPER shall furnish CITY with a complete and reproducible set of final as-built plans of The Improvements, including any authorized modifications. . Section 2. Estimated Cost of Improvements. For purposes of this Agreement, the estimated cost of constructing The Improvements is agreed to be One Million Three Hundred Sixty-Five Thousand Nine Hundred and 00/100 Dollars ($1,365,900.00). Said amount include costs and reasonable expenses and fees which may be incurred in enforcing the obligation secured. Section 3. Bonds Furnished. Concurrently with the execution of this Agreement, DEVELOPER shall furnish CITY with the following security in a form satisfactory to the CITY Attorney: a. Faithful Performance. Either a cash deposit, a corporate surety bond issued by a company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that The Improvements will be satisfactorily completed. Any plans and specifications that have not yet been finally approved by the City Engineer, shall be considered as part of "The Improvements" for the purpose of this subsection if the City Engineer has previously reviewed and tentatively approved said plans and s pecificatio n s. b. Labor and Materials. Either a cash deposit, a corporate surety bond issued by a company duly and legally licensed to conduct a general surety business in the State of California, or an instrument of credit equivalent to one hundred percent (100%) of the estimates set forth in Section 2 and sufficient to assure CITY that DEVELOPER'S contractors, subcontractors, and other persons furnishing labor, materials, or equipment shall be paid therefor. c. If required by CITY, a cash deposit, corporate surety bond, or instrument of credit sufficient to assure CITY that the surface water drainage of the subdivision shall not interfere with the use of neighboring property, including public streets and highways. IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 2 of 10 February 5. 2007 ~~ t CITY shall be the sole indemnitee named on any instrument" required by this Agreement. Any instrument or deposit required herein and the release thereof shall conform to the provisions of Chapter 5 of the Subdivision Map Act. Section 4. Insurance Required. Concurrently with the execution hereof, DEVELOPER shall obtain or cause to be obtained and filed with the CITY, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, or designee, as to form, amount and carrier. Prior to the commencement of work under this Agreement, DEVELOPER's general contractor shall obtain or cause to be obtained and filed with the Administrative Services Director, all insurance required under this paragraph, and such insurance shall have been approved by the Administrative Services Director of CITY, as to form, amount and carrier. DEVELOPER shall not allow any contractor or subcontractor to commence work on this contract or subcontract until all insurance required for DEVELOPER and DEVELOPER's general contractor shall have been so obtained and approved. Said insurance shall be maintained in full force and effect until the completion of work under this Agreement and the final acceptance thereof by CITY. All requirements herein provided shall appear either in the body of the insurance policies or as endorsements and shall specifically bind the insurance carrier. a. Minimum Scope of Insurance. Coverage shall be at least as broad as: (i) Insurance Services Office form number GL 0002 (Ed. 1/73) covering comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability; or Insurance Services Office Commercial General Liability coverage ("occurrence" form CG 0001.) (ii) Insurance Services Office form number CA 0001 (Ed. 1/78) covering Automobile Liability, code 1 "any auto" and endorsement CA 0025. (iii) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability Insurance. b. Minimum Limits of Insurance. OWNER shall maintain limits no less than: (i) General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal injury and property damage. If commercial General Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit. (ii) Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property damage. (iii) Workers' Compensation and Employers Liability: Workers' IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 3 of 10 February 5, 2007 ltC1.- Cb Ir3~ compensation limits as required by the Labor Code of the State of California and Employers Liability limits of $1 ,000,000 per accident. C,. Deductibles and Self-Insurance Retentions. Any deductibles or self-insured retentions must be declared to and approved by the CITY. At the option of the CITY, either the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the CITY, its officers, officials and employees; or the DEVELOPER shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. d. Other Insurance Provisions. The policies are to contain, or be endorsed to contain, the following provisions: (i) General Liabilitv and Automobile Liabilitv Coveraqes. (a) The CITY, its officers, agents, officials, employees and volunteers shall be named as additional insureds as respects: liability arising out of activities performed by or on behalf of the DEVELOPER; products and completed operations of the DEVELOPER; premises owned, occupied or used by the DEVELOPER; or automobiles owned, leased, hired or borrowed by the DEVELOPER. The coverage shall contain no special limitations on the scope of the protection afforded to the CITY, its officers, officials, employees or volunteers. (b) The DEVELOPER's insurance coverage shall be primary insurance as respects the CITY, its officers, officials, employees and volunteers. Any insurance or self-insurance maintained by the CITY, its officers, officials, employees or volunteers shall be excess of the DEVELOPER 's insurance and shall not contribute with it. (c) Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the CITY, its officers, officials, employees or volunteers. (d) The DEVELOPER's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (ii) Workers' Compensation and Emplovers Liabilitv Coveraqe. The insurer shall agree to waive all rights of subrogation against the CITY, its officers, officials, employees and volunteers for losses arising from work performed by the DEVELOPER for the CITY. (iii) All Coveraqes. Each insurance policy required by this clause shall be endorsed to IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 4 of 10 February 5, 2007 53 Gb (~~ state that coverage shall not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to the CITY. (a) Acceptabilitv of Insurers. Insurance is to be placed with insurers with a Bests' rating of no less than A:VII. (b) Verification of Coveraqe. DEVELOPER shall furnish CITY with certificates of insurance and with original endorsements effecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be received and approved by the CITY before work commences. The CITY reserves the right to require complete, certified copies of all required insurance policies, at any time. (c) Subcontractors. DEVELOPER and/or DEVELOPER 's general contractor shall include all subcontractors as insureds under its policies or shall obtain separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein. Section 5. Work Performance and Guarantee. Except as otherwise expressly provided in this Agreement, and excepting only items of routine maintenance, ordinary wear and tear and unusual abuse or neglect, DEVELOPER guarantees all work executed by DEVELOPER and/or DEVELOPER 's agents, and all supplies, materials and devices of whatsoever nature incorporated in, or attached to the work, or otherwise delivered to CITY as a part of the work pursuant to the Agreement, to be free of all defects of workmanship and materials for a period of one (1) year after acceptance of the entire work by CITY. DEVELOPER shall repair or replace any or all such work or material, together with all or any other work or materials which may be displaced or damaged in so doing, that may prove defective in workmanship or material within said one-year guarantee period without expense or charge of any nature whatsoever to CITY. DEVELOPER further covenants and agrees that when defects in design, workmanship and materials actually appear during the one- year guarantee period, and have been corrected, the guarantee period shall automatically be extended for the corrected items for an additional year to insure that such defects have actually been corrected. In the event the DEVELOPER shall fail to comply with the conditions of the foregoing guarantee within thirty (30) days time or such longer time period as agreed to in writing by the City Engineer, after being notified of the defect in writing, CITY shall have the right, but shall not be obligated, to repair or obtain the repair of the defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. Notwithstanding anything herein to the contrary, in the event that any defect in workmanship or material covered by the foregoing guarantee results in a condition which constitutes an immediate hazard to the public health, safety, or IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 5 of 10 February 5, 2007 5\ 'b I~~ welfare, CITY shall have the right to immediately repair, or cause to be repaired, such defect, and DEVELOPER shall pay to CITY on demand all costs and expense of such repair. The foregoing statement relating to hazards to health and safety shall be deemed to include either temporary or permanent repairs which may be required as determined in the sole discretion and judgment of CITY. If CITY, at its sole option, makes or causes to be made the necessary repairs or replacements or performs the necessary work, DEVELOPER shall pay, in addition to actual costs and expenses of such repair or work, twenty-five percent (25%) of such costs and expenses for overhead and interest at the maximum rate of interest permitted by law accruing thirty (30) days from the date of billing for such work or repairs. Section 6. Inspection of the Work. DEVELOPER shall guarantee free access to CITY through its City Engineer and designated representatives for the safe and convenient inspection of the work throughout its construction. Said CITY representative shall have the authority to reject all materials and workmanship which are not in accordance with the plans and specifications, and all such materials and or work shall be removed promptly by DEVELOPER and replaced to the satisfaction of CITY without any expense to CITY in strict accordance with the Improvements plans and specifications. Section 7. AQreement AssiQnment. DEVELOPER shall not assign this Agreement without the written consent of CITY, which consent shall not be unreasonably withheld. Section 8. Abandonment of Work. Neither DEVELOPER nor any of DEVELOPER's agents or contractors are or shall be considered to be agents of CITY in connection with the performance of DEVELOPER's obligations under this Agreement. If DEVELOPER refuses or fails to obtain prosecution of the work, or any severable part thereof, with such diligence as will insure its completion within the time specified, or any extension thereof, or fails to obtain completion of said work within such time, or if DEVELOPER should be adjudged as bankrupt, or should make a general assignment for the benefit of DEVELOPER's creditors, or if a receiver should be appointed, or if DEVELOPER, or any of DEVELOPER's contractors, subcontractors, agents or employees should violate any of the provisions of this Agreement, the CITY through its City Engineer may serve written notice on DEVELOPER and DEVELOPER 's surety or holder of other security of breach of this Agreement, or of any portion, thereof, and default of DEVELOPER. In the event of any such notice of breach of this Agreement, DEVELOPER's surety shall have the duty to take over and complete The Improvements herein specified; provided, however, that if the surety, within thirty (30) days after the serving upon it of such notice of breach, does not give CITY written notice of its intention to take over the performance of the contract, and does not commence performance thereof within thirty (30) days after notice to CITY of such election, CITY may take over the work and prosecute the same to completion, by IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 6 of 10 February 5. 2007 S'1,- <<b I~ <? contract or by any other method CITY may deem advisable, for the account and at the expense of DEVELOPER and DEVELOPER 's surety shall be liable to CITY for any damages and/or reasonable and documented excess costs occasioned by CITY thereby; and, in such event, CITY, without liability for so doing, may take possession of, and utilize in completing the work, such materials, appliances, plant and other property belonging to DEVELOPER as may be on the site of the work and necessary therefor. Section 9. Notices All notices herein required shall be in writing, and delivered in person or sent by registered mail, postage prepaid. Notices required to be given to CITY shall be addressed as follows: Melissa Morton Public Works Director City of Dublin 100 Civic Plaza Dublin, CA 94568 Notices required to be given to DEVELOPER shall be addressed as follows: Schaefer Ranch Holdings, LLC Attention: Albert Seeno, III, President 4061 Port Chicago Highway, Suite H Concord, CA 94520 With copy to: Schaefer Ranch Holdings, LLC Attention: Jean"ne C. Pavo 4021 Port Chicago Highway Concord, CA 94520 Any party or the surety may change such address by notice in writing to the other party and thereafter notices shall be addressed and transmitted to the new address. Concurrently with the execution of this Agreement, DEVELOPER has executed and has caused to be acknowledged an abstract of this Agreement. DEVELOPER agrees CITY may record said abstract in the Official Records of Alameda County. Section 10. Use of Streets or Improvements. At all times prior to the final acceptance of the work by CITY, the use of any or all streets and improvements within the work to be performed under this Agreement shall be at the sole and exclusive risk of DEVELOPER. The issuance of any building or occupancy permit by CITY for dwellings located within the project site shall not be construed in any manner to constitute a partial or final acceptance or approval of any or all such improvements by CITY. DEVELOPER agrees that CITY's Building Official may withhold the issuance of building or occupancy permits IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 7 of 10 February 5, 2007 s, i \ 31 when the work or its progress may substantially and/or detrimentally affect public health and safety. Section 11. Safety Devices. DEVELOPER shall provide and maintain such guards, watchmen, fences, barriers, regulatory signs, warning lights, and other safety devices adjacent to and on the site of The Improvements as may be necessary to prevent accidents to the public and damage to the property. DEVELOPER shall furnish, place, and maintain such lights as may be necessary for illuminating the said fences, barriers, signs, and other safety devices. At the end of all work to be performed under this Agreement, all fences, barriers, regulatory signs, warning lights, and other safety devices (except such safety items as may be shown on the plans and included in the items of work) shall be removed from site of the work by the DEVELOPER, and the entire site left clean and orderly. Section 12. Acceptance of Work and Riqht-of-Way. Upon notice of the completion of The Improvements and the delivery of a set of final as- built mylar plans with electronic file to CITY by DEVELOPER, CITY, through its City Engineer or designated representative, shall examine the work without delay, and, if found to be in accordance with said plans and specifications and this Agreement, shall recommend acceptance of the work to the City Council and, upon such acceptance, shall notify DEVELOPER or designated agents of such acceptance subject to Section 5 above. If not previously dedicated on the final map for Tract 6765, DEVELOPER shall dedicate to CITY by separate instrument any right of way and easements deemed necessary by the City Engineer for the acceptance and maintenance of The Improvements, and, at acceptance of the Work, CITY shall accept said right-of-way and maintenance easement dedications. Section 13. Patent and Copyriqht Costs. In the event that said plans and specifications require the use of any material, process or publication which is subject to a duly registered patent or copyright, DEVELOPER shall be liable for, and shall indemnify CITY from any fees, costs or litigation expenses, including attorneys' fees and court costs, which may result from the use of said patented or copyrighted material, process or publication. Section 14. Alterations in Plans and Specifications. Any alteration or alterations made in the plans and specifications which are a part of this Agreement or any provision of this Agreement shall not operate to release any surety or sureties from liability on any bond or bonds attached hereto and made a part hereof, and consent to make such alterations is hereby given, and the sureties to said bonds hereby waive the provisions of Section 2819 of the Civil Code of the State of California. Section 15. Liability. a. DEVELOPER Primarily Liable. DEVELOPER hereby warrants that the IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 8 of 10 February 5. 2007 S\{ 1 i design and construction of The Improvements will be performed in a proper manner. DEVELOPER agrees to indemnify, defend, release, and save harmless CITY, and each of its elective and appointive boards, commissions, officers agents and employees, from and against any and all loss, claims, suits, liabilities, actions, damages, or causes of action of every kind, nature and description, directly or indirectly arising from an act or omission of DEVELOPER, its employees, agents, or independent contractors in connection with DEVELOPER'S actions and obligations hereunder; provided as follows: (i) That CITY does not, and shall not, waive any rights against DEVELOPER which it may have by reason of the aforesaid hold harmless agreement, because of the acceptance by CITY, or the deposit with CITY by DEVELOPER, of any of the insurance policies described in Paragraph 3 hereof. (ii) That the aforesaid hold harmless agreement by DEVELOPER shall apply to all damages and claims for damages of every kind suffered, or alleged to have been suffered, by reason of any of the aforesaid operations referred to in this paragraph, regardless of whether or not CITY has prepared, supplied, or approved of plans and/or specifications for the subdivision, or regardless of whether or not such insurance policies shall have been determined to be applicable to any of such damages or claims for damages. b. Desiqn Defect. If, in the opinion of the CITY, a design defect in the work of Improvements becomes apparent during the course of construction, or within one (1) year following acceptance by the CITY of the Improvements, and said design defect, in the opinion of the CITY, may substantially impair the public health and safety, OWNER shall, upon order by the CITY, correct said design defect at OWNER's sole cost and expense, and the sureties under the Faithful Performance and Labor and Materials Bonds shall be liable to the CITY for the corrective work required. c. Litiqation Expenses. In the event that legal action is instituted by either party to this Agreement, and said action seeks damages for breach of this Agreement or seeks to specifically enforce the terms of this Agreement, and, in the event judgment is entered in said action, the prevailing party shall be entitled to recover its attorneys' fees and court costs. If CITY is the prevailing party, CITY shall also be entitled to recover its attorney's fees and costs in any action against DEVELOPER's surety on the bonds provided under Section 3. Section 16. Indemnification and Waiver. DEVELOPER shall defend CITY, its officers, employees and officials, against any claims or actions (including declaratory or injunctive relief) concerning DEVELOPER's construction of The Improvements on DEVELOPER's property and shall indemnify and hold CITY harmless from any damages, charges, fees or penalties that may be awarded or imposed against CITY IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 9 of 10 February 5, 2007 r" '5( ~ ?~ and/or DEVELOPER in connection with, or on account of, DEVELOPER's construction of The Improvements and/or CITY's failure to enforce or comply with any applicable laws. Section 17. Recitals. The foregoing Recitals are true and correct and are made a part hereof. IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate at Dublin, California, the day and year first above written. CITY: City of Dublin: DEVELOPER: Schaefer Ranch Holdings, LLC a California limited liability company By: Its mana' member, SCHAEFER RANCH ENT, INC., a California corporation By: Janet Lockhart, Mayor Date: Albert D. Seeno III Typed or Printed Name ATTEST: By: Fawn Holman, City Clerk Date: President Title Februq,;ry 6. 2007 Date IMPROVEMENT AGREEMENT G:\DEVELOP\Schaefer Ranch\lmprovement Agreements\lmp AgmUandscape.DOC Page 10 of 10 February 5, 2007 ~~ \??J ALL PURPOSE CALIFORNIA ACKNOWLEDGEMENT ............................................................................................................................................................................................ State of California County of Contra Costa }~ On February 6, 2007 , before me, D. Panteles personally appeared Albert D. Seeno III personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by hislher/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. .lw/l~'''''t D. PANTELES G) OOMM. #1558733 m NOTARY PUBLIC. CALIFORNIA "tl CONTRA COSTA COUNTY ..... :t,_..,.,..,..?~~..~::.:~i~~ ~a~.1~,~~ Signatu~~~ &__\ (seal) * ** * * * ** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * *OPTION AL INFORMA TION* * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** * * The following information is not required by law, however it may be helpful in preventing fraudulent use of this acknowledgement. City of Dublin Improvement Agreement- Schaefer Ranch DOCUMENT TITLE OR DESCRIPTION DOCUMENT DATE: NUMBER OF PAGES: ~ 2 ~ ~ a ~ ~ @ COMMENTS: ~ ~ o ~ a ~ ~ @ ........................................................................................................................................................................................... .~- :--JUVIS LANDSCAPE ARCHITECTURE A. N p.pt-Hl-N-I-tt-G ----.- --- .--'--- Date: December 8, 2006 Client Discovery Builders Project# 97-803.33 Prepared by. Ric Hendricks Statement of Probable Construction Cost - -~EfifrleS-Tracf #6765----------.-------- --- Construction 380 LF 6' Stone Veneer Wall 90 LF Low Stucco Wall 6 EA 6'-6" Stone Veneer Pilaster 14 EA T-{)" Stone Veneer Pilaster 16 EA 6'-6" Stone Veneer Pilaster 113 LF 18" Concrete Band 510 LF 6" Concrete Header 580 LF Two Rail Wood Fence @ 100.00 LF @ 35.00 LF @ 850.00 EA @ 700.00 EA @ 650.00 EA @ 18.00 LF @ 10.00 LF @ 15.00 LF Site Work Subtotal Irriaatlon 3 EA Controller 21,165 SF Automalic Spray Irrigation @ 2,500.00 EA @ 1.50 SF lrrigalion Subtotal PlantinQ 203,665 SF Soil Preparation and Fine Grading 123 EA 24" Box Trees 250 EA 15 Gal Trees 273 EA 5 Gat. Shrub 484 EA 2 Gal. Shrub 3,390 EA 1 Gal. Shrub/Groundcover 7,600 SF Sod 182,500 SF Hydroseed (Non-Irrigated) 13,565 SF Bark Mulch @ 0.45 SF @ 250.00 EA @ 95.00 EA @ 20.00 EA @ 12.00 EA @ 9.00 EA @ 0.75 SF @ 0.20 SF @ 0.70 SF Planting Subtotal Post Installation Maintenance 196,065 SF 'I Year Post Installation Maint. @ 0.22 SF Post Maintenance Subtotal Entries SubtotaJ 15% Contigency GRAND TOTAL N.te. Bulk Grading, Drainage, Curbs, Street Ughting, Water, Electrical Meters, Permils, and Landscape Architectural Fees. n " $38,000 $3,200 $5,100 $9,800 $10,400 $2,000 $.5,'100 $8,700 $82,300 $7,500 $31,700 $39,200 $91,600 $30,800 $23,800 $5,500 $5,800 $30,500 $5,700 $36,500 $9,500 $239,700 $43,100 $43,100 $404,300 $60,600 $464,900 NUVlS prepares such statement on the basis of the materialS specified on the drawings and our best professional judgment and experience with the construction industry. The statement represents assumptions and options of the conslruction market and contractor's methods of determining H 5 Crow Canyon Court, Suite 110 San Ramon, CA 94583 o S2S.820.2772 o 925.820.2711 o nuvls-sr@nuvis.net $ www.nuvis.net ~- NUVIS LANDSCAPE ARCHITECTURE .A-ND P-l.A.N.N I"HG. --- ---.-- Date: December 8, 2006 CUent Discovery Builders Project# 97-803.33 Prepared by: Ric Hendricks Statement of Probable Construction Cost .StreetscapeTraet#e76S--. --- Construction 31,800 SF Concrete Median Paving/Pavers @ 12.00 SF Site Work Subtotal Irrlaation 4 EA Controller 32,670 SF Automatic Spray Irrigation @ 2,500.00 EA @ 1.50 SF Irrigation Subtotal Plantina 149,870 SF Soil Preparation and Fine Grading 2 EA 48" Box Trees 53 EA 36" Box Trees 25 EA 24" Box Trees 693 EA 15 Gal. Trees 4,200 EA 5 Gal. ShrubfGroundcover 117,200 SF Hydroseed (Non-Irrigated) 32,670 SF Bark Mulch @ 0.45 SF @ 1,500.00 EA @ 700.00 EA @ 250.00 EA @ 95.00 EA @ 20.00 EA @ 0.20 SF @ 0.70 SF Planting Subtotal Post InstaHation Maintenance 149,870 SF 1 Year Post Installation Maint @ 0.22 SF Post Maintenance Subtotal Streetscape Subtotal 15% Contigency GRAND TOTAL N.I.C. Bulk Grading, Drainage, Curbs, Street Ughting, Water, Electrical Meters, Permits, and Lancls...--ape Architectural Fees. $381,600 $381,600 $10,000 $49,000 $59,000 $67,400 $3,000 $37,100 $6,300 $65,800 $84,000 $23,400 $22,900 $309,900 $33,000 $33,000 $783,500 $117,500 $901,000 NUVlS prepares such statement on the basis of the materials specified on the drawings and our best professional judgment and experience with the construction industry. The statement represents assumptions and options of the construction market and contractor's methods of determining 5 Crow Canyon Court, Suite 110 San Ramon, CA 94583 o 925.820.2772 G 925.820.2711 o nuvis~sr@nuvjs.net (IZ) www..nuvis.net J~9 t ~) Agreement for Open Space Dedication And Construction of Park Improvements East Bay Regional Park District and Schaefer Ranch Holdings, LLC. Schaefer Ranch, Tract 6765 Dublin, California THIS AGREEMENT FOR OPEN SPACE DEDICATION A-.ND CONSTRUCTION OF P A_RK I1\1PROVEMENTS ("Agreement") is made as of July 5, 2006 between East Bay Regional Park District ("District"), a California special district, and Schaefer Ranch Holdings, LLC ("Schaefer, LLC"), a limited liability company, with reference to the following facts: A. Schaefer, LLC is the owner of certain real property in the City of Dublin, Alameda County, Califomia and proposes to develop a residential single-family home project (the "Schaefer Ranch"). The location ofthe Schaefer Ranch is shown on Exhibit A. B. In conjunction with this development, Schaefer, LLC has agreed to dedicate Parcels A, A-I, B, and EBRPD Trail Easements of Final Map Tract 6765, consisting of open space, staging area, local, and regional trail easement ("Parcel") to the District. The dedication of the Parcel will be made upon substantial completion of the installation of the improvements defined in Recital C. C. Schaefer, LLC hereby agrees to construct on the Parcel staging area infrastructure, fencing, entry structures, gates, signs, and trail improvements according to the current District standards and specifications ("Improvements"). Construction of the improvements shall occur during the various construction phases of the Schaefer Ranch. District staff will coordinate with Schaefer, LLC during construction to ensure that the Improvements arc designed and constructed in accordance with current District standards and specifications, including on-site review and inspections. D. In order to provide for maintenance of the Parcel and the Improvements, Schaefer, LLC has consented to the inclusion of the Schaefer Ranch in the Dublin Hills Zone of Benefit (ZB-2). ZB-2 is within the Alameda County - Contra Costa County Regional Trail Landscaping and Lighting Assessment District ("A/CC-l "). A copy of the Engineer's Report for the zone of benefit is shown as Attachment A. It is anticipated that the annual assessment fl.-om ZB-2 shall not exceed $25.00 per unit in the initial year of operation (2006/07), with future increases in the annual assessments coinciding with and limited to any increases in the "Consumer Price Index for all Urban Consumers" for the San Francisco Bay Arca or other appropriate index if the above mentioned index is discontinued. NOW THEREFORE, in order to implement the foregoing plan for the dedication of open space and Improvements for other valuable consideration, receipt of which is hereby acknowledged, the pmiies agree as follows: 1. Dedication of Open Space, Staging Area, and Local Trail. Schaefer, LLC shall convey 1 ATTACHMENT Z, . fa ~ O'{ I?! t the Parcel to the District by grant deed, subject to all easements, restrictions, reservations, agreements and other encumbrances affecting title as acceptable to the District, but free and clear of any monetary liens (other than the liens of any property taxes and assessments, not delinquent). Conveyance of the Parcel and the Improvements shall be made upon completion of the Improvements as set forth in section 3 below. 2. Construction ofImprovements. Schaefer, LLC, at its expense, shall construct the Improvements to current District standards and specifications after consultation and coordination with the District. Schaefer, LLC shall convey the Improvements to the District along with the dedication of the Parcel. The Improvements shall be installed pursuant to the schedule set forth in section 3, below. The District shall promptly inspect and take appropriate action in a prompt and reasonable manner to accept the Improvements. Acceptance of any conveyance of the Parcel and the Improvements by the District shall not constitute a waiver by the District of any rights to insist on full performance by Schaefer, LLC under this Agreement including, but not limited to completion of any punch list items relating to the accepted Lrnprovements. 3. Timing of Construction. Construction of the Improvements shall be completed before the Parcel and the Improvements are conveyed to the District. Construction shall be conditioned on Schaefer, LLC obtaining any necessary permits and approvals from the City of Dublin and other governmental agencies. Schaefer, LLC shall use all reasonable efforts to obtain any such permits and approvals. Before commencing construction of any Improvements, Schaefer, LLC shall prepare and submit to the District for review and approval plans and specifications for the particular Improvements and the District shall review and advise Schaefer, LLC as to the acceptability of the plans and specification within 45 days following receipt. Within said 45-day period, the District shall notify Schaefer, LLC in writing that the plans and specifications are acceptable or that changes are requested in order to cause the Improvements to comply with current District standards and specifications. If reasonable changes are requested, Schaefer, LLC shall cause such changes to be made and shall resubmit such plans and specifications to the District for final approval. Failure of the District to request changes to the plans and specification within 45-day period shall be considered approval of the plans and specification. The District shall at all time act reasonably in rcvic\ving and making objections te, any proposed Improvements. 4. Maintenance. Upon conveyance of the Parcel and the Improvements, the District shall accept and thereafter maintain in accordance with customary District standards all open space, trails, staging area, and Improvements. The parties shall cooperate in creating and lor implementing a zone of benefit under the AlCC-l for the purpose of payi.ng the cost of maintaining local trail, fencing and open space throughout zone ofbcncfit ZB-2. This parcel assessment will commence at that the time each building permit is obtained. Payment of assessments for the 302 residential units constructed on the Property shall be made by Schaefer, LLC, or its successor, until the individual units are conveyed to a purchaser, after which payment will be made by purchaser or purchaser's successor. These assessments sums are to the specific benefit of the Schaefer RfuJ.ch and entire existing ZB-2, and arc in addition to existing assessments of the AlCC-I. It is anticipated that if additional adj acent housing developments subsequently approved are built, they will also benefit from the open space encompassed by this 2 b\ 0iJ \T7 Agreement and will, as appropriate, be incorporated into this or a comparable zone of benefit. 5. Future Mitigation. Schaefer, LLC shall have the right to construct on the Parcel those certain mitigation measures for wetland consistent with the permit requirements of the U. S. Anny Corp of Engineers, U. S. Fish and Wildlife Service, Regional Water Quality Control Board, and the California State Department ofFish and Game for Schaefer Ranch (the "Pennit"), attached hereto as Attachment B. Costs for the construction of mitigation areas shall be borne by Schaefer, LLC. Schaefer, LLC shall bear the cost of maintenance and repair of mitigation areas for the term of the monitoring period specified in the Permit or for five years, which ever is longer. After the expiration of the monitoring period, costs for maintenance of mitigation areas shall be borne through an endowmentfunded by Schaefer LLC and held by the Park District. 6. Notices. All notices, requests, or approvals required or permitted under this Agreement shall be in writing and shall be deemed to have been duly given or served: (a) upon delivery, if transmitted by personal deliver; or overnight courier; or (b) five days after deposit in the United States Mail, if transmitted by registered or certified mail, postage prepaid; to the following addresses, or to such other addresses as the parties may designate in writing from time to time: To District: 2950 Peralta Oaks Court P.O. Box 5381 Oakland, CA 94605-0381 Attn: General Manager FAX#: (510) 569-1417 To Schaefer Ranch Holdings, LLC: Schaefer Ranch Development, Inc. 4061 Port Chicago Highway, Suite H Concord, CA 94520 Attn: Albert D. Seeno, III FAX#: (925) 689-7271 7. Amendments. This Agreement can only be amended in writing executed by all of the parties. 8. Heading. The titles and headings ofthc various sections of this Agreement are intended solely for convenience ofreference and are not intended to explain, modify or place any interpretation upon any of the provisions ofthis Agreement. 9. Cooperation. The patties shall fully coopcrate with each other in conjunction with this Agreement, including making any cOlTections necessary to better express the intentions of the parties. Each party shall execute and deliver to the other all fmiher instruments and documents as may be reasonably necessary to carry out this agreement in order to provide and secure to each party the full and complete enjoyment of its rights and privileges hereunder. 10. Binding Effect. This Agreement shall be binding on and inure to the benefit of the ":l .J l:.1.9f6 \?,Y 10. Binding Effect. This Agreement shall be binding on and inure to the benefit of the parties and their respective successors and assigns. 11. Exhibits. The following attachments to this Agreement shall be a part of this Agreement and are fully incorporated herein by this reference: Exhibit A: Location Map Attachment A: Engineer's Report Attachment B: Resource Agency Permit 12. Entire Agreement. This Agreement is a fully integrated agreement which contains all of the parties' agreements and understandings with respect to the subject matter hereof. All correspondence, memoranda, discussions, negotiations, drafts and agreements, whether written or oral, originating before the date of the Agreement with respect to the subject matter of this ~A,,"greement are superseded and replaced in total by this 1A1greement IN WITNESS WHEREOF, the duly authorized representatives of the parties have executed this Agreement as of the date first set forth. Schaefer Ranc 0 dings, LLC a limit liab' ty company East Bay Regional Park District, a California special district B~ V- ! ff I I ~ r~(7 r \~/IA-~ ~ . \ ('V\.J~ )(v '"j , - By 4 b;i . '\ r.. l )Y $ 1:8HPD Er.\'iron:'l<Srtta! REView ,II, GIS A/lpl:catIOl~s April 5. 2006 ll:stooe/mxri prolOC1;i iandacq; &'I_!';cheerer-ran~n mxd DUBLIN HILLS Schaefer Ranch Zone of Benefit # 2 and Dedication of Open Space EXHIBIT A 2 -- o 275 550 Feet 1,100 1,650 2,200 ....'..."......... ..--"...-,.--..-....--# , ........- -----j_...... .................. ! ........... _1 ........ '. \ I " . . . . . . ::"-"_w--,,,._.,, I DUBLIN HILLS ZONE OF BENEFIT # 2 L__ ORi~~NA~lAREA ~ ~,. f f I "':,...1 I I /.':~ I if b.;;.:;2.:;;"";~ ~:":cc~==.;.~ \&B.t~~--'''.. i ~.................. i , / ! j f : 1 \ ..... .........,~,./ L__..L.._.."...."N._.." ....-.;"" t \ ~ ! SCHAEFER RANCH t r-n---- J C:"F::';....._..., I TRAIL STAGING AREA 'I i SCHAEFER RANCH I ! ,.' '_" : TO EBRPD [ DEDICATION OF L.___.. .-----..-,.;--,.-.--.-.-' j OPEN SPACE j L~__.TO:~RP ~.._.___ LEGEND . . '. ". '. J _~~~r '---.r.......'..'..::!' / \, EBRPD ,/ ., PLEA.S.ANTON , : RIDGE .~_.c.'"~,:",:.c..,._,...,_,." "'-"""":,;;'- " /, J.... /. ',.' . Attachment A EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION TO THE DUBLIN HILLS ZONE OF BENEFIT #1 (ZB-2) OF THE ALAMEDA COUNTY/ CONTRA COSTA COUNTY TRAILS LANDSCAPING AND LIGHTING ASSESSMENT DISTRICT (A/CC-1) ENGINEER'S REPORT FISCAL YEAR 2006 - 07 JUNE,2006 PURSUANT TO THE LANDSCAPE AND LIGHTING ACT OF 1972 AND ARTICLE XIIID OF THE CALIFORNIA CONSTITUTION ENGI~iEER OF WORl<.: Con5ultingGrclI,Jp 2300 BOYNTON AVENUE, SUITE 201 FAIRFIELD, CALIFORNIA 94533 PHONE 707.426.5016 FAX 707.426.0109 www.sci-cg.com ~ \{ 0' b (I.., ", :~.: > EAST BAY REGIONAL PARK DISTRICT (os (}i \3( PAGEl BOARD OF DIRECTORS Nancy Skinner, Ward 1 Board Member John Sutter, Ward 2 Board Member, Vice President of the Board Carol Severin, Ward 3 Board Member, President of the Board Doug Siden, Ward 4 Board Member Ayn Wieskamp, Ward 5 Board Member, Treasurer of the Board Beverly Lane, Ward 6 Board Member Ted Radke, Ward 7 Board Member, Secretary of the Board GENERAL MANAGER Pat O'Brien CLERK OF THE BOARD Sharon Marshall DISTRICT LEGAL COUNSEL Ted Radosevich ENGINEER OF WORK SCI Consulting Group EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 "~:'.,..,,=,~ ConsultingGroup bb ~ (:i~ 'I PAGE II TABLE OF CONTENTS INTRODUCTION .................... on.............................................. ............................ ...... ............... 1 CERTiFICATES ........ ......... ........ ........... ...... ...................................................... ....................... 3 PLANS AND SPECIFICATIONS ......... ............................................... ................... ........ ............... 5 FISCAL YEAR 2006-07 ESTIMATE OF COST AND BUDGET ......................................................... 7 DESCRIPTION OF IMPROVEMENTS...... ............. .......................... ..... .......... ...... ........ ...... ...... 7 METHOD OF ApPORTIONMENT................ .......... ..................... ............ ...................... ....... ......... 8 INTRODUCTION.... ,........................................... .......................... ...................................... 8 DISCUSSIO~J OF BE~JEFIT .... ." ..................... ........... ...... .......... 0'.... ......, ...... ......,., ...., .......... 8 GENERAL VERSUS SPECIAL BENEFIT ...............................................................................13 METHOD OF ASSESSMENT .............................................................................................. 14 ApPEALS OF ASSESSMENT LEVY TO PROPERTy................................................................ 15 ASSESSMENT ...................................................................................................................... 16 ASSESSMENT DIAGRAM.............. .............................................................. ............... ............. 18 ApPENDiCES....................................... ....................................................................... .......... 20 ApPENDIX A - ASSESSMENT ROLL, FY 2006-07.............................................................. 20 EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 ,"""",," .~ ConsultillgGroup PAGE III liST OF FIGURES FIGURE 1- ESTIMATE OF COST............................................................................................... 7 FIGURE 2 - ASSESSMENT DIAGRAM............................................................................"......... 19 EAST SAY REGIONAL P ARK DISTRICT SCHAEfER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 ""<",',';;.;;~': ~ ConsultingGroup t.~1 (fb \?CJ ..~? PAGE 1 INTRODUCTION The East Bay Regional Park District ("EBRPD") is responsible for the acquisition, improvement and maintenance of open space, parks, recreation facilities and trails in Alameda and Contra Costa Counties. The EBRPD has created an extensive trail system serving areas throughout Alameda and Contra Costa counties. These important public resources were funded by the passage of Measure AA in 1988. However, inadequate funding existed for the operation, maintenance and servicing of these trails, and in 1992 the EBRPD Board of Directors began evaluating solutions to this issue. The Alameda County/Contra Costa County Regional Trails Landscaping and Lighting Assessment District ("A/CC-l" or the "Assessment District") was formed on June 1, 1993 as a means to address this need for funding trail maintenance and improvements. As required by Proposition 218, the voters of Alameda and Contra Costa counties approved the continuation of the A/CCl in November of 1996. This approval passed with overwhelming 78.5% support. The A/CC-l provides for a benefit assessment to properties within large portions of Alameda and Contra Costa as specified in the Assessment Diagram, as well as four specific Zones of Benefit. The Schaefer Ranch Annexation to the East Bay Regional Park District's Dublin Hills Zone of Benefit (ZB-2) of the Alameda County/Contra Costa County Regional Trails Landscaping and Lighting Assessment District (A/CC-l) (the "Schaefer Ranch Annexation") is proposed for formation to provide funding for trail maintenance and other improvements, to the dedicated open space adjacent to the Schaefer Ranch development east of Schaefer Ranch Road in the City of Dublin, This annexation results from agreements or conditions of development approval between the East Bay Regional Park District and the property owner of the Schaefer Rancll project. This Engineer's Report ("Report") was prepared to establish the budget for tile services that would be funded by the proposed Schaefer Ranch subdivision being annexed into Zone of Benefit #2 ("ZB-2") for fiscal year 2006-07, to determine the benefits received from the improvements and specify the method of assessment apportionment to lots and parcels, This Report and the proposed assessments have been made pursuant to the Landscaping and Lighting Act of 1972, Part 2 of Division 15 of the California Streets and Highways Code (the "Act") and Article XIIID of the California Constitution (the "Article"). In particular, the annexation is being done in accordance to Section 22605 of the Act. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXA liON ENGINEER'S REPORT, FY 2006-07 ..,'~'!!~~ ----- Consu!tingGroup PAGE 2 As required by Proposition 218 and pursuant to the Landscaping and Lighting Act of 1972, Part 2 of Division 15 of the California Streets and Highways Code, a mailed ballot proceeding will be held with all property owners within the proposed Schaefer Ranch Annexation. Each property owner will receive a mailed ballot, listing their proposed assessment. and have 45 days to return the ballot to the District. unless waived pursuant to the Act. Following submittal of this Report to the East Bay Regional Park District Board of Directors (the "Board") for preliminary approval, the Board may, by Resolution, call for a Public Hearing on the proposed establishment of assessments for landscaping maintenance and improvements. The public hearing must be held after the property owners' 45 day balloting period, for the purpose of allowing public testimony regarding the proposed assessments. This hearing is scheduled for July 5, 2006 at 2:00 p.m. At this hearing, the Board may take action to annex this area into ZB-2 and to approve the levy of the assessments for Fiscal Year 2006-07 for the Schaefer Ranch Annexation area. If the assessments are so confirmed and approved, the levies would be submitted to the County Auditor/Controller in August 2006 for inclusion on the property tax roll for Fiscal Year 2006-07. In each subsequent year for which the assessments will be levied, the Board must direct the preparation of an Engineer's Report. budgets and proposed assessments for the upcoming fiscal year. After the Engineer's Report is completed, the Board may preliminarily approve the Engineer's Report and proposed assessments and establish the date for a Public Hearing on the continuation of the assessments. In subsequent years after the annexation, only one Engineer's Report will be prepared including all of the ZB.2 as one zone within the Alameda County/Contra Costa County Regional Trails LandsciJping and Lighting Assessment District (AleC 1). The FY 06-07 annual assessments for the existing area of ZB-2 will be adjusted by the increase in Consumer Price Index to $25.00 per single family residence, to pay for the maintenance of improvements. The proposed annllal assessment for the Schaefer Ranch Annexation is $25.00. In future years the assessment rate may be adjusted by the increase in the Consumer Price Index for the San Francisco Bay Area. The Schaefer Ranch Annexation does not affect the rate or methodology of the existing area of ZB-2. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 ,;"'{.-'i~"..(liLJ1- -- ConsultingGroup .~ - . \ . :. ( I~ 'b l~'~ PAGE 3 CERTIFICATES 1. The undersigned respectfully submits the enclosed Engineer's Report and does hereby certify that this Engineer's Report, and the Assessment and Assessment Diagram herein, have been prepared by me in accordance with the order of the Board of the East Bay Regional Park District, adopted on , 2006. John W. Bliss Engineer of Work, License No. C52091 2. i, the Cierk or the Board, East Bay Regional Park District. Counties of Alameda and Contra Costa, California, hereby certify that the enclosed Engineer's Report, together with the Assessment and Assessment Diagram thereto attached, was filed and recorded with me on , 2006. Sharon Marshall Clerk of the Board 3. I, the Clerk of the Board, East Bay Regional Park District, Counties of Alameda and Contra Costa, California, hereby certify that the Assessment in this Engineer's Report was approved and confirmed by the Board on , 2006, by Resolution No. Sharon Marshall Clerk of the Board EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 .,...;._- - ConsultingGroup PAGE 4 4. I, the Clerk of the Board of the East Bay Regional Park District Counties of Alameda and Contra Costa, California, hereby certify that a copy of the Assessment and Assessment Diagram was filed in the office of the County Auditors of the Counties of Alameda and Contra Costa, California, on , 2006. Sharon Marshall Clerk of the Board 5. I, the County Auditor of the County of Alameda, California, hereby certify that a copy of the Assessment Roll and Assessment Diagram for fiscal year 2006-07 was filed with me on ,2006. County Auditor, County of Alameda EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 . ,:::.:;;",,,,,.rn .~ ConsuitingGroup Ii (J6\~~ PAGE 5 PLANS AND $PECIFICA TIONS The Dublin Hills Zone of Benefit #2 (ZB-2) was established in 1996 to serve the local trails and open space needs of 321 parcels in the City of Dublin. The proposed Schaefer Ranch Annexation, with an additional 302 units, will provide for a similar level of service. The work and improvements proposed to be undertaken by the Schaeter Ranch Annexation and the cost thereof paid from the levy of the annual assessment provide special benefit to Assessor Parcels within ZB-2 as defined in the Method of Assessment herein. Consistent with the Landscaping and Lighting Act of 1972. (the "Act") the work and improvements are generally described below, Tl7e lei/HI of operations, maii7tenance and servicing include, but are not Iknifed to: culvert service and repair, drinking fountains repair, entry structure repair, erosion control, fence repair, fire suppression, inlet, pipeline and outfall service and repair, litter control, mowing, painting, ranger patrol, repaving/crack repair, rest, room maintenance, sign maintenance, stair tread repair, tree/shrubbery trim and removal, weed abatement, landscaping, grading and soil preparation. The operations, maintenance and service include personnel, electrical energy, utilities such as water, materials, contractual services, administrative costs and other items as necessary, SpeCific resources for the Zones of Benefit, including operation, maintenance. and service of trails, open space areas, and supporting facilities are included within these improvements. T/7e level of construction, operation malf7tenanCe and servicing Will be consistent with the standards defined in the EBRPD Master Plan. All revenue requirernents reflect the funding necessar)/ to achieve an acceptable standard that ensures that facilities use by community residents will be appropriate in terms of aesthetics, environmental and safety considerations. Any plans tor these improvements will be filed with the EBRPD and are incorporated herein by reference. As applied herein, "maintenance" means the furnishing of services and materials for the ordinary and usual maintenance, operation and servicing of said improvements, including repair, removal or replacement of all or any pmt of any improvement; providinq for the Ilf8. growth, Ilealth, and beauty of landscaping, and the cleaning, sandblasting, and painting of walls and other improvements to remove or cover graffiti. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 ..,.~,,-) ~ ConsultingGroup ,2. Ui I ~6'> D PAGE 6 "Servicing" means the furnishing of electric current or energy, gas or other illuminating agent for the lighting or operation of any improvements; maintaining, operating and servicing street and traffic safety lighting, and water for irrigation of any landscaping or the maintenance of any other improvements. The revenues collected in the ZB-2 area, or can only be used to pay for the maintenance of improvements within the area. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT. FY 2006-07 ::::;:.;~;~_"IilffiM"''''''''''''' ConsultingGrollp 13 c/() I~~ FISCAL YEAR 2006-07 ESTIMATE OF COST AND BUDGET l~ ~ [~~ PAGE 7 DESCRIPTION OF IMPROVEMENTS To maintain trails and other improvements within ZB-2 near the Schaefer Ranch Annexation, the following costs and budgets apply: FIGURE 1 - ESTIMATE OF COST Schaefer Ranch Annexation to the Dublin Hills Zone of Benefit #2 Landscape and lighting Assessment District Estimate of Cost Fiscal Year 2006 . 2007 Sources Estimated Fund Balance, July 06 FY 06-07 Assessments Less County Collection Fees EBRPD Contribution Total Sources Uses Maintenance Expenses: Salaries and Benefits Supplies Services Equipment Expenses Repair, Replacement. Tools Speci<ll Project Expenses Administrative Expenses: Engineers Report/Tax Roll Prep Total Uses Remainder/Contingency Revenue Rate 25.00 EDUs 302 7,550 (350) 7,200 5,000 2,000 7,000 200 Total Revenue 7,550 EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 c'-:~;;;;~frr"'" -~ ConsultingGroup ISi t?z5 PAGE 8 METHOD OF ApPORTIONMENT INTRODUCTION This section of the Engineer's Report includes an explanation of the benefits to be derived from the installation, maintenance and servicing of the proposed improvements and the methodology used to apportion the total assessment to properties within the Schaefer Ranch Annexation. The Schaefer Ranch Annexation consists of all Assessor Parcels within the boundaries defined by the Assessment Diagram included within this report and the Assessor Parcel Numbers listed within the included Assessment Roll. The parcels include all privately or publicly owned parcels within said boundaries. The method used for apportioning the assessment is based upon the proportional special benefits to be derived by the properties in the Schaefer Ranch Annexation over and above general benefits conferred on real property or to the public at large. The apportionment of special benefit is a two step process: the first step is to identify the types of special benefit arising from the improvements, and the second step is to allocate the assessments to property based on the estimated relative special benefit for each type of property. DISCUSSION OF BENEFIT In summary, an agency which proposes to levy an assessment shall identify all parcels which will have a special benefit conferred upon them and upon which an assessment will be imposed. This benefit is received by property over and above any general benefits. With reference to the requirements for assessments, Section 22573 of the Landscaping and Lighting Act of 1972 states: "The net amount to be assessed upon lands wJthin an assessment district may be apportioned by any formula or method which fairly distributes the net amount among a/I assessable lots or parcels i/7 proportion to the estimated benefits to be received by each such lot or parcel from the improvements. " 'The determination of whether or not a lot or parcel will benefit from the improvements shall be made pursuant to the Improvement Act of 1971 (Division 7 (commAndng wifh Section 5000)) (Of the Strerts and fiighv/ays Code, Siale of California) " Proposition 218, as codified in Article XIIID of the California Constitution, has confirmed that assessments must be based on the special benefit to property: EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT. FY 2006-07 ....,...,=W.;0~-___.~ ConsultingGroup PAGE 9 "No assessment shall be imposed on any parcel which exceeds the reasonable cost of the proportional special benefit conferred on that parcel. " Since assessments are levied on the basis of special benefit they are not a tax and are not governed by Article XIIIA of the California Constitution. Moreover, Section 22509 of the Act stipulates that it shall be liberally construed to effectuate its purpose. Thus, any reasonable and rational formula, when upheld by the Authority's Board of Directors, after a duly noticed public hearing, is conclusive. The following benefit categories have been established that represent the types of special benefits conferred to residential, commercial, industriaL institutional and other iots and parcels resulting from the creation, improvement and maintenance of public trails and other open space improvements. The overall quality of life and desirability of an area is enhanced when public trails and open space improvements are in place, operable, safe. clean and maintained. The following categories describe the types of special benefit received by property from this Assessment District: · Increased attractiveness and value of the community as a result of increased and improved public access to open space lands. · Improved quality of life by enhancing and maintaining public resources. · Improved recreational opportunities and expanded access to open space and recreation areas and facilities for all properties within the District. ReSidential properties benefit from the enhanced recreational opportunities offered by the improvements and maintenance services that would be made throughout ti7e A/CC-7. iVon-residential properties also will benelit from the improved and maintained public trails in many ways. Employees will have additional recreation areas to utilize for exercise, recreational activities, picnics, company gatheni7gs or other uses. These improvements, therefore, enhance an employer's ability to attract and keep quality employees. The benefits to employers ultimately flow to the property because better employees Irnpro'/e the busiiie::;s prospects for companies and eiillanccc! economic conditions benefit the property by making it more valuable. · Expanded employment opportunities and increased economic activity. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 ,-",,"*::t~!f~[:-~ Consuli:ingGroup (~ Q;6 n~ "11 c! t~~ o PAGE 10 Well-maintained, expanded and improved trails increase the desirability of the area and offer additional recreational opportunities, which, in turn, leads to expanded use, Expanded use and activities facilitated by new and existing trails brings greater numbers of people into the area who can utilize the services of businesses within the District, The users of the Districts trails will be more likely to shop and eat locally. Increased use leads to increased economic activity in the area, which is a benefit ultimate~v to residential, commercial, industrial and institutional property, "California's public parks generate more than $35 million annually from businesses for local events. Visitors to public parks and outdoor recreation areas support approximately 235,000 jobs in California's economy," (California Park and Recreation Society) "Numerous studies demonstrate that linear parks can increase property values, which can in turn increase local tax revenues, Spending by residents on greenway-related activities helps support recreation-oriented businesses and employment as well as other businesses that are patronized by greenway users. Greenways often provide new business opportunities and locations for commercial activities like bed and breakfast establishments, and bike and canoe rental shops. Greenways are often major tourist attractions which generate expenditures on lodging, food, and recreation-oriented services. Finally, greenways can reduce public expenditures by lowering the costs associated with flooding and other natural hazards," (PKF Consulting, Analysis of the Economic Impacts of the Northern Central Rail Trail, June 1994) "People are spending increasing amounts of money on recreation. In Caiifornia people spent an average of .j 2 percent of their total personal consumption on recreation and leisure, which was the third largest industry in the state, Also, many recreational activities that can be pursued in locally protected areas (such as biking, hiking, bird-watching, cross country skiing, and canoeing) entail equipment costs that support iocal businesses, providing new jobs and tax revenue, (Smith, Van, Summer 1991. 'T'rolecliny f~ivers, cllld t.conomic Returns,") EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT. FY 2006-07 ..,..",.",~n I .~ ConsultingGroup PAGE11 Improved recreational areas and public resources foster business growth which in turn, creates additional employment opportunities for AICC- 7 residents. In addition, the assessments expand local employment opportunities by funding new projects that may create the need for additional construction or maintenance jobs. Improved and well-maintained trails and recreational areas also provide business properties with an opportunity to attract and keep employees due to the benefits provided by these public improvements. The California Park and Recreation Society, in 1997 found that: "Recreation and park amenities are central components in establishing the quality of life in a community, [business'] main resource is their employees for whom quality of life is an important issue. The availability and attractiveness of local parks and programs influences some companies relocation decisions and the presence of a park encourages real estate development around it. " · Increased economic value of improved property due to increased capacity to draw businesses, homebuyers, tourists and others to the District. The above benefit factors, when applied to property in the AlCC- 7, create specific enhancement of property values. For example, the assessments will provide funding to keep public trails and open space improvements safe, clean, improved and well-maintained. In turn, property values are specifically enhanced by the improvement and maintenance of such public resources within a community. The correlation between enllanced property values and expanded and well-maintained open space areas and recreational areas l7a5 been documented The Ul7lled States Department of the Interior, National Park Service dctcrrnined that: "An investment in parks and recreation helps reduce pollution and noise, makes communities more livable, and increases property value. Parks and recreation stimulate business and generate tax revenues. Parks and recreation help conserve land, energy and resources, Public recreation benefits all employers by providing continuing opportunities to Ill,Jint2in ;] level nf fitnr;:;,~ throughout one's working life, Jncl througil helping individuals cope with the stress of a fast.paced and demanding life." EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGIi'lEER'S REPORT. FY 2006-07 ':':.:::.."_~ 1.'~ ConsultingGroup l~~ I Additionally the National Recreation and Park Association, in June 7985, stated: "The recreation value is realized as a rise in the value of land and other property in or near the recreation area, and is of both private interest to the landowner and others, holding an economic stake in the area, and of public interest to the taxpayers, who have a stake in a maximum of total assessed values." Proximity to parks in urban areas has been shown to account for up to 15 - 20% of a property's value, according to. the National Association of Homebuilders (Caputo). In California, It was estimated than $700 million annually in the form of increased property values was the result of a park bond one-time investment of $330 mJ71ion (Park Service, 1990). Moreover, the Supreme Court of California and the United States Supreme Court have found that improved and well-maintained park facilities confer special benefits to property by enhancing property values. In Knox v. City of Orland, 4 Ca/4th 132, 743 (7993) the Supreme Court of California found that: "Plaintiff's basic argument that a special assessment is never appropriate to fund park improvements is unconvincing. Significantly, plaintiff's attempt to differentiate between street lights, sewers, sidewalks and flood control as constituting proper subjects for special assessment, and public parks as matters of such a general nature as to not justify a special assessment, is virtually identical to an argument rejected nearly a century ago by the United States Supreme Court in Wilson v. Lambert." In Wilson v. Lambert (7898) 768 US. 671, 676 142 L.Ed. 599, 607, 785.Ct.2?7} the United States Supreme Court stated. "The residents and property holders in the District of Columbia must be regarded as coming within the class of beneficiaries; and, so far from being injured by the declaration that the park shall also have national Cfldld;;[(cr, it is ClfJfJJrer:t that the \;\}c;ILi8 cr tile inhabitants at tile Di:ilricl will be pi omut(~d. VJildlever tends to increase the' attractiveness of the city of Washington, as 8 place of permanent or temporary PAGE 12 EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 ~.",d"l':~J.Ji...i;k COllsultingGroup n~l~ CJ::; ~"b I 'Yj PAGE 13 residence. will operate to enhance the value of private property situated therein or adjacent thereto." In addition professional property appraisers and instructional books on the subject find that well-maintained public recreational grounds and areas enhance property values in a community. "In Boise, Idaho. over $10 million has been invested into a greenbelt: the appraised value of undeveloped land near that greenbelt average an estimated 2-to-2.5 times higher than it would without the greenbelt. A 1993 study in Greeley. Colorado suggests that homes located close to quality recreational areas sold for 8 to 10 percent higher than other homes." Enhancement value is the tendency of public recreation areas and open space improvements to enhance the property value of adjacent properties. It is also explicitly recognized by federal income tax law: U.S. Treasury regulation Sec. 14(h)(3)(i) requires that the valuation of a conservation easement take into account (i.e., be offset by) any resulting increase in the value of other property owned by the donor of the easement or a related person. Section 14(h) (4) sites as an example a landowner who owns 10 one-acre lots and donates an easement over eight of them: 'By perpetually restricting development on this portion of the land, (the landowner) has ensured that the two remaining acres will always be bordered by parkland, thereby increasing their fair market value...' GENERAL VERSUS SPECIAL BENEFIT The proceeds from the Schaefer Ranch Annexation would be used to fund improvements and increased levels of maintenance to the grounds near the properties in the annexation. In absence of the Schaefer Ranch Annexation, such improvements would not be provided and the properties would not have been subdivided and improved to the same extent. The cHlnexation to I'B-2 is specifically proposed for formation to pr<"widc additioniJ! Ana improver) pubiic rescurcc', ifl WI III ariSenC(; I)f try, :JS<;t'c;Si!1l,nt'3, nlese plJlillC resources could not be created and revenues would not be available for their continued maintenance and improvement. Therefore, the assessments solely provide special benefit EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006.07 ';:::;"'-1 '.J'~ ConsultingGroup <(( at i ~.) PAGc14 to property in ZB-2 over and above the general benefits conferred by the general facilities of the EBRPD. METHOD OF ASSESSMENT The total operation and maintenance cost for the public trails, open space areas and related improvements are apportioned in accordance with the following methodology that is consistent with stnndard engineering practices and is consistent with the methodology that was established when the Assessment District was formed in 1993. This methodology, which was reconfirmed by voters in 1996, was developed to calculate the total assessments based upon Equivalent Dwelling Unit factors (EDUs) by land use. Since this Assessment District was established prior to Proposition 218 and was reconfirmed by a voter election. it is exempt from the procedures and requirements imposed by Proposition 218. This methodology of EDU special benefit factors by parcel was deemed to be appropriate by the original assessment engineer because an apportionment by parcel, without considering land use would not be equitable, because a single.family parcel would be paying the same assessment levy as a 50-unit apartment parcel. and these larger parcels are deemed to receive higher benefit. The Engineer's land use classification for each parcel is been based upon the Alameda County Assessor's data, as well as other property data and field research. Single-Family Residential: An improved single family parcel is the base unit for calculation of benefit assessments and is defined as one Equivalent Dwelling Unit. Each single family residence receives benefit in the form of 1.0 EDU per parcel, regardless of the parcel size. Condominiums, mobile homes, rural residential, and agricultural parcels with residentiai units receive 1.0 EDU per parcel. Muitipie Residential: The EDUs for land designated as multi-family uses, which includes apartments, will be assessed a benefit factor of one-half (0.50) EDU per dwelling unit. This apportionment is based on a detel-mination by the Assessment Engineer that formed the Assessment District in 1993 of the reduction in population and activity associated with large, multi-unit residential uses. Non-Residential: Non-residential uses which include industrial, cornnlerclal, manufacturing, institutional etc. properties, are assessed 0.00 EDU per parcel. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 .""""''''''~ ConsultingG roup PAGE 15 Exempt and Special Cases: Other parcels assigned 0.0 EDUs include public utility owned or leased properties, common areas, churches, and agricultural and ranch properties that are not used for residential purposed. Senior citizens whose annual income is below State of California defined poverty level are entitled to a 50% reduction of their assessment. At "build-out" there will be 302 EDUs within the annexation. ApPEALS OF ASSESSMENT LEVY TO PROPERTY Any property owner, who feels that the assessment levied on the subject property is in error as a result of incorrect information being used to apply the foregoing method of assessment, may file a written appeal with the Assistant General Manager of the EBRPD, or her or his designee. Any such appeal is limited to correction of an assessment during the then current or, if before July 1 f the upcoming fiscal year. Upon the filing of any such appeal. the Assistant General Manager or his or her designee will promptly review the appeal and any information provided by the property owner. If the Assistant General Manager or her or his designee finds the assessment should be modified, the appropriate changes shall be made to the assessment roll. If any such changes are approved after the assessment roll has been filed with the County of collection, The Assistant General Manager or his or her designee is authorized to refund the property owner the amount of any approved reduction. Any dispute over the decision of the Chief Financial Officer/Controller or designee or her or his designee shall be referred to the EBRPD Board of Directors and the decision of the Board shall be final. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXArION ENGINEER'S REPORT, FY 2006-07 ":'.;:':";~z4dll1__!_t..,..~ ConsultingGrol.lp r'",\ .. '6 .i~ g.~ ~ '. .. PAGE 16 ASSESSMENT WHEREAS, on July 5, 2006 the East Bay Regional Park District Board of Directors adopted its Resolution Directing Preparation of the Engineer's Report for the Schaefer Ranch Annexation to the East Bay Regional Park District's Five Canyons Zone of Benefit (ZB-1) of the Alameda County/Contra Costa County Regional Trails Landscaping and Lighting Assessment District (AlCC-1), pursuant to the provisions of the Landscaping and Lighting Act of 1972, to proceed with the proposed continuation of levy of annual assessments; WHEREAS, said Resolution directed the undersigned Engineer of Work to prepare and file a report presenting an estimate of costs, a diagram for the assessment district and an assessment of the estimated costs of the improvements upon ail assessabie parcels within the assessment district, to which Resolution and the description of said proposed improvements therein contained, reference is hereby made for further particulars; NOW, THEREFORE, the undersigned, by virtue of the power vested in me under said Act and the order of the Board of said District, hereby makes the following assessment to cover the portion of the estimated cost of said improvements, and the costs and expenses incidental thereto to be paid by the assessment district. As required by the Act, an Assessment Diagram is hereto attached and made a part hereof showing the exterior boundaries of said Assessment District. The distinctive number of each parcel or lot of land in the said Assessment District is its Assessor Parcel Number appearing on the Assessment Roll. ! do hereby assess and apportion said net amount of the cost and expenses of said improvements, including the costs and expenses incident thereto, upon the parcels and lots of land within said Assessment District, ill accordance with the special benefits to be received by each parcel or lot, from the improvements, and more particularly set forth in the Cost Estimate and Method of Assessment hereto attached and by reference made a part hereof. The annwl1 iJsspssmen! to be ie\fi(~d upon peWS!S ppr Equivi1lpnt Dwelling Units (EDUs) assigned slnll he calcu!Jted ic1ilnuCilly by cii'Jicli!1~1 the tOt."Ic:ti:lltill assessment ii;\!c;im:; needed by the sum of all EDUs. The annual assessment per EDU for fiscal year 2006-07 will be $34.54 for properties in the Highland Ranch Annexation. EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 "'~~~:::~:'::;,~~d',"l lIT -- ConsultingGroup ~. ~ \~<i1 PAGF 17 Each parcel or lot of land is described in the Assessment Roll by reference to its parcel number as shown on the Assessor's Maps of the Counties of Alameda for the fiscal year 2006-07, For a more particular description of said property, reference is hereby made to the deeds and maps on file and of record in the office of the County Recorder of said County. I hereby place opposite the Assessor Parcel Number for each parcel or lot within the Assessment Roll, the amount of the assessment for the fiscal year 2006-07 for each parcel or lot of land within the said Assessment District. Dated: July 5, 2006 Engineer of Work 9~V~ By John W. Bliss, License No. C52091 ,~...-:,. . --'-, dA/~~OrtSSIO'",;>,<: ~{5;.\) --~1( '. .' .<~<(-.~ w, fy/,:",~;o\ jlc.y, 0 .,,\ ..'. llgf 'j" '\\1 \>'~1 II .- i No. C05209, !: ij ~\ ~\ 2x.p._.I~~L!':Qif i.. /,1 ; g / .\. ./ Ji ,. /' r ~~~!Y.~/~~~, ;., .../::.0- C' l\O;OO'/ ~ ^>,% EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006.07 ::.":..:""",",& .~ ConsultingGroup PAGE 18 ASSESSMENT DIAGRAM The boundaries of the Schaefer Ranch Annexation are displayed on the following Assessment Diagram, EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006-07 ...,.;,;~",,"!>~~r~JT --~ ConsultingGroup '6 S CCb \16 <.6b ~ J~~ W+E S 32 33 5 33 i34'" 3 / Schaefer Ranch Annexation to ZB-2 . Existing ZB-2 ~ I ~ '" cf 1jI y- fj IIIl iilI c:- T25 <f" ., & "" ci1 I~ ~ ~lal.580 ~ _~ ~~ ~-~---- ~ Note: REFERENCE IS HEREBY MADE TO THE MAPS AND DEEDS OF RECORD IN THE OFFICE OF THE ASSESSOR OF THE COUNTY OF ALAMEDA FOR A DETAilED DESCRIPTION OF THE LINES AND DIMENSIONS OF ANY PARCEL SHOWN HEREIN. THOSE MAPS SHAll GOVERN FOR ALL DETAilS CONCERNING THE LINES AND DIMENSIONS OF SUCH PARCELS. EACH PARCEL IS IDENTIFIED IN SAID MAPS BY ITS DISTINCTIVE ASSESSORS PARCEL NUMBER FILED IN THE OFFICE OF THE CLERK OF THE BOARD OF THE EAST SAY REGIONAL PARK DISTRICT, COUNTY OF ALAMEDA, CALlFORNIA,THIS DAY OF ,2006 AN ASSESSMENT WAS CONFIRMED AND LEVIED 8Y THE BOARD OF THE EAST SA Y REGIONAL PARK DISTRICT, COUNTY OF ALAMEDA, ON THE LOTS, PIECES, AND PARCELS OF LAND ON THIS ASSESSMENT DIAGRAM ON THE DAY OF . 2006 FOR THE FISCAL YEAR 2006-07 AND SAID ASSESSMENT DIAGRAM AND THE ASSESSMENT ROLL FOR SAID FISCAL YEAR WERE FILED IN THE OFFICE OF THE COUNTY AUDITOR OF THE COUNTY OF ALAMEDA ON THE _DAY OF ,2006. REFERENCE IS HEREBY MADE TO SAID RECORDED ASSESSMENT ROLL FOR THE EX,~CT ~.;,lOUNT OF EACH ASSESSMENT LEVIED AGJ\lNST c..(!.CH PARCEL OF LAND. FILED THIS DAY OF _,2006 AT THE HOUR OF _ O'CLOCK _.M. IN THE COUNTY AUDITOR OF THE COUNTY OF ALAMEDA, STATE OF CALIFORNIA, AT THE REQUEST OF THE BOARD OF THE EAST BA Y REGIONAL PARK DISTRICT, CLERK OF THE BOARD COUNTY AUDITOR, COUNTY OF ALAMEDA RECORDED IN THE OFFICE OF THE CLERK OF THE BOARD OF THE EAST BAY REGlmJ,\L PARI< DISTRICT, COUNTY OF ALAMEDA, CALIFORNIA, THiS DAY OF ,2006 CLERK OF THE BOARD CLERK OF THE BOARD PREPARED BY SCI CONSULTING GROUP 2300 BOYNTON AVEi'lUE, SUITE 201 FAIRFIELD, CA 94533 707-426-5016 East Bay Regional Park District Schaefer Ranch Annexation to Zone of Benefit #2 Assessment Diagram ApPENDICES ~11J 136 PAGE 20 ApPENDIX A - ASSESSMENT ROLL, FY 2006-07 An Assessment Roll (a listing of all parcels assessed within the Landscaping and Lighting Assessment District and the amount of the assessment) has been filed with the District Clerk and is, by reference, made part of this report and will be available for public inspection during normal office hours. Each lot or parcel listed on the Assessment Roll is shown and illustrated on the latest County Assessor records and these records are, by reference made part of this report. These records shall govern for all details concerning the description of the lots or parcels. APN Assessment 08SA-1000-00109 08SA-l000-00l-11 08SA-l000-001-14 OB5A-1000-001-16 OB5A-1000-001-17 085A-l000-001-20 085A-1000-002-04 941-0018-002-02 941-0018-002-03 941-0018-004-01 941-0018-005 941-0018-006 $629.17 629.17 629.17 629.17 629.17 629.17 629.17 629.17 629.17 629.17 629.17 629.17 EAST BAY REGIONAL PARK DISTRICT SCHAEFER RANCH ANNEXATION ENGINEER'S REPORT, FY 2006.07 ,;,,,'Y~"~,~~ ConsultingGroup ~ t-3 ~::J ~ i t-3 w . OWNER'S STATEMENT THE UNDERSIGNED, DOES HEREBY STA TE THA T THEY ARE DWNERS DF ALL THE LANDS DELlNEA TED AND EMBRACED WITHIN THE BDUNDARY LINES UPDN THE HEREIN EMBDDIED MAP ENTITLED 'TRACT 6765 SCHAEFER RANCH', FOR SUBDIVISION PURPOSES, CITY OF DUBLIN, ALAMEDA COUNTY, CALlFDRNIA, CDNSISTlNG OF FIFTY ONE 151! SHEETS, THIS STA TEMENT BEING ON SHEET DNE 11! THEREDF; THA T THEY HA VE CAUSED SAID MAP TO BE PREPARED FDR RECDRD AND DO. CONSENT TO THE MAKING AND RECDRDA TlDN DF SAID MAP; AND THA T SAID MAP ODES PARTlCULARL Y SET FORTH AND DESCRIBE ALL PARCELS OF LAND SO RESERVED FOR PUBLIC PURPOSES BY THEIR BOUNDARIES, COURSES AND INTENT. THE UNDERSIGNED ODES HEREBY IRREVDCABL Y DFFER TO DEDICA TE TO. THE PUBLIC USE THDSE PDRTlDNS DF SAID LANDS DESIGNA TED ON SAID MAP AS, BEAR CANYDN CDURT, DUBLIN BDULEVARD, KELL Y CANYDN CDURT, KELL Y CANYON DRIVE, KELL Y CANYDN PLACE, LlLL Y PAD LAKE COURT, MARSHALL CANYDN CDURT, MARSHALL CANYDN DRIVE, REO HILLS CDURT, REIMERS COURT, REIMERS WA y, RIDGELlNE COURT, RIDGELlNE DRIVE, RIDGELlNE PLACE, SCHAEFER ESTATES CIRCLE, SCHAEFER ESTATES CDURT, SCHAEFER HEIGHTS CDURT, SCHAEFER HEIGHTS RDAD, SCHAEFER RANCH RDAD AND WILD HDRSE CDURT, EMBRACED WITHIN THE BOUNDARY LINES UPDN SAID MAP, FDR THE USES AND PURPDSES DF PUBLIC STREETS. THE UNDERSIGNED ODES HEREBY INDICA TE THA T THE AREA DESIGNA TED AS 'SCHAEFER WAY" PRIVATE ACCESS IS NDT HEREBY DEDICATED FDR USE BY THE GENERAL PUBLIC, BUT IS AN EASEMENT FDR THE BENEFIT DF LDTS 297 THRDUGH 302, ADJACENT PRDPERTY PER SERIES NO.. 94-230452, AND FDR PARCELS 'R' & '0' FDR PRIVA TE ACCESS AND INCIDENTAL PURPDSES. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT, TO THE SCHAEFER RANCH HDMEDWNERS ASSDCIA TlDN THA T AREA DESIGNA TED AS "SANITARY SEWER PUMP STA TlDN EASEMENT'. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT TO. THE DUBLIN SAN RAMDN SERVICES DISTRICT ID.S.R.SD.! EASEMENTS FDR THE PURPDSES DF EXCA VA TlNG, INSTALLING, CDNSTRUCTING, RECDNSTRUCTlON, REPAIRING, MAINTAINING AND DPERATlNG IMPRDVEMENTS, INCLUDING BUT NDT LIMITED TO, PDTABLE WATER LINES, SANITARY SEWER LINES AND ALL APPURTENANCES THERETO., TOGETHER WITH THE RIGHTS DF INGRESS AND EGRESS, IN, UNDER, OVER, ALONG AND ACROSS THDSE STRIPS DF LAND DESIGNA TED UPDN SAID MAP AS "WA TER LINE EASEMENT' IW.L.E.! AND "SANITARY SEWER EASEMENT" IS.S.E.!. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT, TO DUBLIN SAN RAMDN SERVICES DISTRICT ID.S.R.SD.! THOSE PARCELS DF LAND DESIGNA TED AS PARCHS 'C' AND'S' FDR PURPDSES DF CDNSTRUCTlDN, MAINTENANCE, USE, DPERATlDN DF A WATER PUMP STATIDN AND A WATER TANK SITE AND ALL NECESSARY APPURTENANCE THERETO, THE AREA DESIGNA TED AS "EAST BA Y REGIDNAL PARK DISTRICT IE.8.RPD.I TRAIL EASEMENT" WILL BE DEDICA TED BY A SEPARA TE INSTRUMENT, TO. THE EAST BA Y REGIONAL PARK DISTRICT IE.BRP.D.! AS A NDN-EXCLUSIVE EASEMENT FDR A MUL TI-USE TRAIL. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT, TO THE EAST BA Y REGIDNAL PARK DISTRICT IE.8.RPD.! THDSE PARCELS DF LAND DESIGNA TED AS PARCELS 'A' & 'A-I' FDR DPEN SPACE PURPDSES. THE AREA DESIGNA TED AS PARCEL 'B' WILL BE DEDICA TED BY A SEPARA TE INSTRUMENT, TO THE EAST BA Y REGIDNAL PARK DISTRICT IEBR.P.D.! FDR DPEN SPACE PURPDSES, INCLUDING A STAGING AREA AND A MUL TI-USE TRAIL. PARCELS A, A-I, AND B WILL BE CDNVEYED BY THE UNDERSIGNED TO THE EAST BAY REGIDNAL PARK DISTRiCT IE.B.RPD.! FDR MULTI-PURPDSE TRAIL, STAGING AREA, AND DTHER DPEN SPACE PURPDSES. IN THE EVENT THA T THE IE.B.RP.D.! DDES NDT ACCEPT SAID PARCELS PRIDR TO THE EXPIRA TIDN DF THE IMPRDVEMENT AGREEMENT BETWEEN THE UNDERSIGNED AND THE CITY DF DUBLIN. THE UNDERSIGNED HEREBY DFFERS TO DEDICA TE SAID PARCELS TO. THE CITY. IN THE EVENT THA T THE CITY DDES NDT ACCEPT SAID DEDICA TlDN WITHIN DNE YEAR AFTER THE EXPIRA TIDN DF SAID IMPRDVEMENT AGREEMENT, THE UNDERSIGNED WILL RECDRD A CDNSERVA TlDN EASEMENT DVER SAID PARCELS AND DEDICA TE SAID PARCELS TO THE SCHAEFER RANCH HDMEDWNERS ASSDCIA TlDN. THE UNDERSIGNED DDES HEREBY DEDICATE TO THE PUBLIC THDSE STRIPS DF LAND DESIGNATED "PUBLIC SERVICE EASEMENT" IP.S.E.J AS SHDWN UPON SAID MAP, FOR THE PURPOSES DF CDNSTRUCTIDN AND MAINTENANCE DF UNDERGRDUND UTILITY STRUCTURES, STREET LIGHTS AND FDR ALL RELA TED APPURTENANCES. P:lDrBwII'1gslO302<4-20 ~ RancIl\Flr'IlII Map\03024-fM.Ot~.oWG, 2iS/2OW 1:02:05 PM, Staiion F, RoQ.HPOJ1050C-l:pc3, P/AQes91 Flasourcea, lnc. THE UNDERSIGNED ODES HEREBY INDICA TE THA T THE AREA DESIGNA TED AS "PRIVA TE ACCESS EASEMENT" IP.A.EI IS NDT HEREBY DEDICA TED FDR USE BY THE GENERAL PUBLIC, BUT IS AN EASEMENT FDR THE BENEFIT DF THE ADJACENT PRDPERTlES AS INDICA TED DN THE RESPECTIVE SHEETS. THE UNDERSIGNED DOES HEREBY DEDICATE TO THE PUBLIC THDSE STRIPS DF LAND DESIGNA TED "EMERGENCY VEHICLE ACCESS EASEMENT' IE. V.A.E.! AS SHDWN UPDN SAID MAP, FDR THE PURPDSE DF INGRESS AND EGRESS DF EMERGENCY VEHICLES. THE UNDERSIGNED DOES HEREB Y INDICA TE THA T THE AREAS DESIGNA TED AS PARCELS 'M' AND 'N' ARE BEING RETAINED BY THE DWNER. PARCELS 'J' AND 'K' ARE ALSO. BEING RETAINED BY THE DWNER FDR PDTENTlAL FUTURE DEVELOPMENT DF PUBLIC/SEMIPUBLIC FACILITIES. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT, TO THE SCHAEFER RANCH GEOLOGIC HAZARD ABA TEMENT DISTRICT IG.H.AD.! PARCELS 'B-1', 'U' AND 'P' FOR PRIVA TE OPEN SPACE THIS DEDICA TlDN WILL BE MADE AFTER THE ESTABLISHMENT DF A CDNSERVA TlDN EASEMENT IZDNE AI. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT, TO THE SCHAEFER RANCH GEDLOGIC HAZARD ABA TEMENT DISTRICT IG.H.AD.! PARCELS 'C-I', '0.', 'E', 'F', 'H', T, 'L', '0.' AND '0' FDR PRIVATE DPEN SPACE. THIS DEDICA TlDN WILL BE MADE AFTER THE ESTABLISHMENT DF A CDNSERVA TlDN EASEMENT IZDNE B!. THE UNDERSIGNED ODES HEREBY DEDICA TE THDSE STRIPS DF LAND DESIGNA TED AS A PUBLIC "STORM DRAIN EASEMENT' ISD.E.J AS SHDWN UPDN SAID MAP TO. THE CITY DF DUBLIN FDR THE RIGHT TO CDNSTRUCT, MAINTAIN AND REPLACE STORM DRAIN FACILITIES TOGETHER WITH THE RIGHTS OF INGRESS AND EGRESS, IN, UNDER, OVER, ALONG, ACRDSS AND APPURTENANCES UNDER DN AND DVER THDSE STRIPS DF LAND. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT. THDSE STRIPS DF LAND DESIGNA TED AS A PUBLIC "G.H.AD. STDRM DRAIN EASEMENT" IG.SD.E.! AS SHDWN UPDN SAID MAP TO. THE SCHAEFER RANCH GEDLOGIC HAZARD ABA TEMENT DISTRICT IG.H.A.D.! FDR THE RIGHT TO. CDNSTRUCT, MAINTAIN AND REPLACE STDRM DRAIN FACILITIES TOGETHER WITH THE RIGHTS DF INGRESS AND EGRESS, IN, UNDER. DVER. ALDNG, ACRDSS AND APPURTENANCES UNDER DN AND OVER THOSE STRIPS OF LAND. THE UNDERSIGNED WILL DEDICA TE BY A SEPARA TE INSTRUMENT, TO THE SCHAEFER RANCH GEDLOGIC HAZARD ABA TEMENT DISTRICT IGHAD.I THDSE PARCELS DF LAND DESIGNA TED AS PARCELS 'G: 'R' AND 'V', USES ARE LIMITED TO. THA T DF STDRM DRAINAGE, FLODD CDNTRDL, DETENTIDN BASIN AND WA TER DUALITY BASIN FDR CDNSTRUCTlDN, MAINTENANCE AND ACCESS PURPDSES. THIS DEDICATlDN WILL BE MADE AFTER THE ESTABLISHMENT OF A CONSERVATlDN EASEMENT. THE UNDERSIGNED ODES HEREBY DEDICATE THE AREAS DESIGNATED AS PARCELS 'T-I', '7-2' AND 'W' TO THE CITY DF DUBLIN EXCLUSIVEL Y FOR PUBLIC PARK PURPOSES. THIS MAP SHDWS DR NDTES ALL EASEMENTS, EXISTING DR DF RECDRD, WITHIN THE BOUNDARY LINES OF THE HEREIN EMBDDIED MAP. SCHAEFER RANCH HOLDINGS, LLC. A CALlFDRNIA LIMITED LIABILITY CDMPANY BY, IT'S MANAGING MEMBER SCHAEFER RANCH DEVELOPMENT, INC.. A CALIFORNIA CORPORA TlON ALBERT D. SEENO, //I PRESIDENT OWNER'S ADDRESS SCHAEFER RANCH HDLDINGS, LLC 4061 PDRT CHICAGO HIGHWA Y, SUITE H CDNCORD, CA 94520-1153 ASSESSOR PARCEL NUMBERS 941-0018-005 941-0018-006 085A-1000-001-14 085A-l000.001-16 085A-l000-001-17 941-0018-002-02 941-0018-002-03 085A-l000-00l-09 08SA-l000-00l-11 085A-l000-001-20 085A-l000-001-18 085A-1000-002-04 941-0018-004-01 941-0018-010 941-0018-011 941~0018~012 TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & '" TOWNSHIP 3 SOUTH, RANGE 1 MST, MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ftJ. Design Resources" Inc. '71-'4 PlMIIinII . EnglnHmti/ . Burveylng 2700 Yflnac:./o Vdt!Jy Road, Suite 100 Walnut Crstlk. C.flfornllJ 94598.3462 TEL (925) 210-9300 DECEMBER, 2006 TO SAN RAMON ALAMEDA CO ALAMEDA CO VICINITY MAP N. T.S. \ '. . cii}:'..'v-<'\ .___ <:.~ %, TO SAN JOSE ~ ~'>;'" :~ ! PLEASANTdfJ\,~ \ Lgrr.l!ifLTJ, 9 OWNER'S ACKNOWLEDGMENT j S.s. ON , BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STA TE, PERSDNALL Y APPEARED PROVED TO ME ON THE BASIS DF SA T1SFACTDRY EVIDENCE TO BE THE PERSONlSI WHDSE NAMEIS! IS/ARE SUBSCRIBED TO. THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THA T HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHDRIZED CAPACITYIIESI, AND BY HIS/HER/THEIR SIGNATUREISI DN THE INSTRUMENT THE PERSONlSI, DR THE ENTITY UPON BEHALF DF WHICH THE PERSONlSI ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND, S TATE OF CALlFDRNlA COUNTY OF NOTARY'S SIGNA TURE PRINTED NAME OF NDTARY, PRINCIPAL PLACE OF BUSINESS, COMMISSION EXPIRES, CDMMISSION NO. OF NOTARY, SHEET 1 OF 51 ~ d3. ----- :::;:J CY TRUSTEE'S STA TEMENT THE UNDERSIGNED AS TRUSTEE UNDER THE DEED OF TRUST RECORDED JANUARY 12, 2005 IN OFFICIAL RECORDS, UNDER RECORDER'S SERIAL NUMBER 2005013411 , DOES HEREBY JOIN IN AND CONSENT TO THE EXECUTION OF THE FOREGOING OWNER'S STATEMENT ANO TO THE PREPARATION AND RECORDA TION OF THIS MAP ANO ALL DEEDING ANO OEDICA TION THEREON. FIRST AMERICAN TITLE COMPANY, A CALIFORNIA CORPORA TlON BY, BY, TRUSTEE'S ACKNOWLEDGMENT J Ss. ON , BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID COUNTY AND S TATE, PERSONALL Y APPEARED PRO VED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONlSI WHOSE NAMEISIIS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEOGED TO ME THA T HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITYIIESI, AND BY HIS/HER/THEiR SIGNA TUREISI ON THE INS TRUMENT THE PERSONlSI, OR THE ENTITY UPON BEHALF OF WHICH THE PERSONISI ACTED, EXECUTED THE INSTRUMENT. STA TE OF CALIFORNIA COUNTY OF WITNESS MY HAND, NOTARY'S SIGNA TURE PRINTED NAME OF NOTARY, PRINCIPAL PLACE OF BUSINESS, COMMISSION EXPIRES, COMMISSION NO. OF NOTARY, SURVEYOR'S STATEMENT THIS MAP WAS PREPARED BY ME, OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REOUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES A T THE REOUEST OF SCHAEFER RANCH HOLDINGS, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY IN JANUARY, 2007. I HEREBY STA TE THA T THIS FINAL MAP SUBSTANTlALL Y CONFORMS TO THE CONDITIONALL Y APPROVED VESTING TENTATIVE MAP, AND THA T THE SURVEY IS TRUE AND COMPLETE AS SHOWN, AND THA TALL MONUMENTS WILL BE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICArED PRIOR TO THE ACCEPTANCE OF THE IMPROVEMENTS, THA T SAID MONUMENTS WILL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACEO, AND THA T THE GROSS AREA WITHIN THE TRACT IS 509.46! ACRES, MORE OR LESS. JAMES W. WEIR LICENSE NO 4246 EXPIRES JUNE 30, 2008 DATE P;lJ:)nowl'1lJ3lJ)3()24-2Q Sl;ha(!f.., Rard1\FiMl M"f'\03lXi!4-FM-Ol~.0WG, 2I5f2JJ07 10:32:19 AM, Slalion F, AoJ-HF'OJ1050C-1.pc3, PIA Ooslgn Reeoun::as.IIll:. SOILS REPORT A GEOTECHNICAL INVESTlGA TlON REPORT, DA TED JANUARY 29, 2004, AND AS AMENDED, ON THE SCHAEFER RANCH WAS PREPARED FOR SCHAEFER RANCH HOLDINGS, (LC. BY ENGEO, INC., PROJECT N0.4748.1.001.01, AND IS ON FILE WITH THE CITY OF DUBLIN, CALIFORNIA. CITY ENGINEER'S STA TEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP ENTITLED "TRACT 6765 SCHAEFER RANCH", FOR SUBDIVISION PURPOSES, CITY OF OUBLlN, ALAMEDA COUNTY, CALIFORNIA, AND THE SUBDIVISION SHOWN HEREON IS SUBSTANTlALL Y THE SAME AS IT APPEARED ON THE APPROVED VESTING TENTA TIVE MAP AND ANY APPROVED ALTERA TlONS THEREOF: AND THAT ALL PROVISIONS OF STATE LAWS AND LOCAL ORDINANCES APPLICABLE A T THE TIME OF APPROVAL OF THE VESTING TENTA TlVE MAP HA VE BEEN COMPLlEO WITH. MARK J. LANDER DA TE R.C.E 34953, EXPIRES SEPTEMBER 30, 2007 CITY ENGINEER CITY OF DUBLIN, ALAMEDA COUNTY, CALIFORNIA ASSISTANT CITY ENGINEER'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED THIS MAP ENTITLED "TRACT 6765 SCHAEFER RANCH", FOR SUBDIVISION PURPOSES, CITY OF DUBLIN, ALAMEDA COUNTY, CALIFORNIA, ANO I AM SA TlSFIED THA T THIS MAP IS TECHNICALL Y CORRECT. JAMES W. ZUMWAL T DA TE R.CE 3237( EXPIRES DECEMBER 31, 2008 ASSISTANT CITY ENGINEER CITY PLANNING MANAGER'S STA TEMENT THIS MAP SUBSTANTlALL Y CONFORMS TO THE VESTING TENTA TIVE MAP AND CORRESPONDING CONDITIONS AS APPROVED BY THE PLANNING COMMISSION. THIS MAP HAS BEEN REVIEWED BY ME AND THE CONDITIONS OF APPROVAL HA VE BEEN SA TISFIED. MARY JO WILSON, A.I.CP. PLANNiNG MANAGER DATE TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 WEST, MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COIINTY, CALIFORNIA ft~ Design Resources, Inc. '7'~ Plenlntl - Eng/nHr!ng - S~y/ng 2700 Ygnllalo V.lley Road. Suits 100 Walnut Crook, Cllllfornfll 94598~3462 TEL (925J 210-9300 DECEMBER, 2006 CITY CLERK'S STA TEMENT I, FA WN HOLMAN. CITY CLERK OF THE CITY COUNCIL OF THE CITY OF DUBLIN, COUNTY OF ALAMEDA, STATE OF CALIFORNIA, DO HEREBY STATE THAT THE HEREIN EMBODIED FINAL MAP ENTITLED "TRACT 6765 SCHAEFER RANCH" FOR SUBDIVISION PURPOSES, CITY OF DUBLIN. ALAMEDA COUNTY, CALIFORNIA, CONSISTING OF FIFTY ONE 1511 SHEETS, THESE STATEMENTS BEING UPON SHEET THREE 131 THEREOF, WAS PRESENTEO TO SAID COUNCIL AS PROVIOED BY RESOLUTION NO. A T A MEETING HELD ON THE DA Y OF ,2001, AND THA T SAID COUNCIL DID THEREUPON APPROVE SAID MAP ANO OlD ACCEPT, SUBJECT TO IMPROVEMENT, ON BEHALF OF THE PUBLIC, BEAR CANYON COURT, DUBLIN BOULEVARD, KELL Y CANYON COURT, KELL Y CANYON DRIVE, KELL Y CANYON PLACE, LlLL Y PAD LAKE COURT, MARSHALL CANYON COURT, MARSHALL CANYON DRIVE, RED HILLS COURT, REIMERS COURT, REIMERS WA Y, RlOGEL/NE COURT, RlDGEL/NE DRIVE, RlDGEL/NE PLACE, SCHAEFER ESTATES CIRCLE, SCHAEFER ESTATES COURT. SCHAEFER HEIGHTS COURT, SCHAEFER HEIGHTS ROAD, SCHAEFER RANCH ROAD AND WILD HORSE COURT, PUBLIC SERVICE EASEMENTS IP.SEI, EMERGENCY VEHICLE ACCESS EASEMENTS IEV.A.E.J, PUBLIC STORM DRAIN EASEMENTS IS.D.E.J, AND PARCELS 'T-I', '7-2' AND 'W.. I FURTHER STA TE THA T ALL AGREEMENTS AND SURETY AS REOUlRED BY LAW TO ACCOMPANY THE WITHIN FINAL MAP HAVE BEEN APPROVED BY THE CITY COUNCIL OF THE CITY OF DUBLIN AND ARE FILED IN MY OFFICE. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND THIS OF , 2007. DAY FAWN HOLMAN, CITY CLERK AND CLERK OF THE CITY COUNCIL OF THE CITY OF DUBLIN, COUNTY OF ALAMEDA, S TATE OF CALIFORNIA :1 if.. SHEET 2. OF 51 ,--.. \0 '<J CLERK OF THE BOARD OF SUPERVISOR'S STA TEMENT STA TE OF CALIFORNIA COUNTY OF j S.S. I. CRYSTAL K. HISHIDA. CLERK OF THE BOARD OF SUPERVISORS FOR THE COUNTY OF ALAMEDA. STA TE OF CALIFORNIA, DO HEREBY STA TE. AS CHECKED BELOW. THA T, II AN APPROVED BOND HAS BEEN FILED WITH THE BOARD OF SUPERVISORS OF SAID COUNTY AND STA TE IN THE AMOUNT OF $ CONDITIONED FOR THE PA YMENT OF ALL TAXES AND SPECIAL ASSESSMENTS COLLECTED AS TAXES WHICH ARE NOW A LIEN AGAINST SAID LAND OR ANY PART THEREOF BUT NOT YET PA YABLE AND WAS DUL Y APPROVED BY SAID LOCAL BOARD IN SAID AMOUNT. I J ALL TAXES AND SPECIAL ASSESSMENTS COLLECTED AS TAXES HA VE BEEN PAID AS CERTIFIED BY THE TREASURER-TAX COLLECTOR OF THE COUNTY OF ALAMEDA. IN WITNESS WHEREOF. I HA VE HEREUNTO SET MY HAND THIS DA Y DF . 200_, CRYSTAL HISHIDA CLERK OF THE BOARD OF SUPERVISDRS OF THE COUNTY OF ALAMEDA, S TATE OF CALIFORNIA BY, DEPUTY COUNTY CLERK TITLE NOTES FIRST AMERICAN TITLE COMPANY TITLE REPORT ORDER NO. 596165MAP DA TED SEPTEMBER 22. 2006. EXCEPTIONS 1 2 & 3, NOT LISTED ON THIS SHEET. AS THEY ARE ADDRESSED IN THE CLERK OF THE BOARD OF SUPERVISOR'S STATEMENT. EXCEPTIONS 4 11 & 15, THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "HOLD HARMLESS AGREEMENT" RECORDED NOVEMBER 10. 1912 AS INSTRUMENT NO. 12-/53416 BOOK/REEL 3214. PAGE/IMAGE 495 OF OFFICIAL RECORDS. EXCEPTIONS 5 12. 16 & 24, AN EASEMENT FOR ROADWA Y. UTILITY AND INCIDENTAL PURPOSES. RECORDED DECEMBER 19. 1912 AS INSTRUMENT NO. 12-/70537. REEL 3302. IMAGE 327 OF OFFICIAL RECORDS. EXCEPTION 6, ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM THE FREEWA Y HA VE BEEN RELlNOUlSHED IN THE DOCUMENT RECORDED JUNE 23. 1975 AS INSTRUMENT NO. 15-865/4. BOOK/REEL 4010. PAGE/IMAGE 30 OF OFFICIAL RECORDS. EXCEPTION " A WAIVER OF ANY CLAIMS FOR DAMAGES BY REASON OF THE LOCATION. CONSTRUCTION. LANDSCAPING OR MAINTENANCE OF A CONTIGUOUS FREEWAY. HIGHWAY. ROADWAY OR TRANSIT FACILITY AS CONTAINED IN THE DOCUMENT RECORDED JUNE 23. 1975 AS INSTRUMENT NO. 75-86514. BOOK/REEL 4010. PAGE/IMAGE 30 OF OFFICIAL RECORDS. EXCEPTIONS 8 13 & 17, AN EASEMENT FOR VEHICULAR ACCESS AND INCIDENTAL PURPOSES. RECORDED APRIL 23. 1976 AS INSTRUMENT 16-629/3. BOOK/REEL 4340. PAGE/IMAGE 141 OF OFFICIAL RECORDS, EXCEPT-IONS 9 AND 18, TERMS AND CONDITIONS INCLUDING PROVISIONS FOR ACCESS TO A FRONTAGE ROAD ON THE SOUTH SIDE OF FREEWAY 580. AS DISCLOSED BY THA T CERTAIN QUITCLAIM DEED RECORDED APRIL 12. 1911 AS INSTRUMENT NO. 77-67598 BOOK/REEL 4804. PAGE/IMAGE 807 OF OFFICIAL RECORDS, EXCEPTIONS 10 14 19 AND 31: THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF AGREEMENT" RECORDED SEPTEMBER 21. 1998 AS INSTRUMENT NO. 98.321312 OF OFFICIAL RECORDS. EXCEPTION 20: AN EASEMENT FOR A 6D FOOT ROADWA Y/UTlLlTY EASEMENT AND INCIDENTAL PURPOSES. RECORDED APRIL 1. 1999 AS INSTRUMENT NO. 99-131918 OF OFFICIAL RECORDS, EXCEP TlON 21: AN EASEMENT FOR TEMPORARY ACCESS. UTILITY EASEMENT AND INCIDENTAL PURPOSES. RECORDED APRiL '. 1999 AS INS TRUMENT NO. 99-131918 OF OFFICIAL RECORDS. EXCEPTION 22, AN EASEMENT FOR ROADWA Y AND INCIDENTAL PURPOSES. RECORDED AUGUST 23. 1951 AS INSTRUMENT NO, AF71514. BOOK 6518. PAGE 453 OF OFFICIAL RECORDS. EXCEPTION 23: AN EASEMENT FOR ROADWA Y AND INCIDENTAL PURPOSES. RECORDED NOVEMBER 28. 1969 AS INSTRUMENT NO. 69-134501. BOOK/REEL 2522. IMAGE 952 OF OFFICIAL RECORDS. EXCEPTION 25, AN EASEMENT FOR ROADS AND INCIDENTAL PURPOSES. RECORDED SEPTEMBER 1. 1976 AS INSTRUMENT NO. 16-147573. BOOK/REEL 4510. PAGE/IMAGE 486 OF OFFICIAL RECORDS, EXCEPTION 25, ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM THE FREEWA Y HA VE BEEN RELlNOUISHED IN THE DOCUMENT RECORDED NOVEMBER 30. 1916 AS INSTRUMENT NO. 16-202212. BOOK/REEL 462!. PAGE/IMAGE 764 OF OFFICIAL RECORDS, EXCEPTION 21: A WAIVER OF ANY CLAIMS FOR DAMAGES BY REASON OF THE LOCA TlON. CONSTRUCTION LANDSCAPING OR MAINTENANCE OF A CONTIGUOUS FREEWA Y. HIGHWA Y. ROADWA Y OR TRANSIT FACILITY AS CONTAINED IN THE DOCUMENT RECORDED NOVEMBER 30. 1916 AS INSTRUMENT NO. 16-202212. BOOK/REEL 4621. PAGE/IMAGE 154 OF DFFICIAL RECORDS. EXCEPTION 28: AN EASEMENT FOR ROADWAY AND INCIDENTAL PURPOSES. RECORDED NOVEMBER 30. 1975 AS INSTRUMENT NO. 16-202212. BOOK/REEL 4621. PAGE/IMAGE 164 OF OFFICIAL RECORDS EXCEPTION 29, AN EASEMENT FOR ROADWA Y AND INCIDENTAL PURPOSES. RECORDED AUGUST 3. 1911 AS INSTRUMENT NO. 11-153131. BOOK/REEL 4986. PAGE/IMAGE 410 OF OFFICIAL RECORDS. EXCEPTION 30.. THE EFFECT OF RELEASE AND AGREEMENT OF WAIVER OF DAMAGES AS DISCLOSED BY DOCUMENT RECORDED OECEMBER 15. 1981. INSTRUMENT NO. 81-208354 OF OFFICIAL RECORDS. EXCEPTION 32, THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DEVELOPMENT AGREEMENT" RECORDED JANUARY 27. 1999 AS INSTRUMENT NO. 99-033482 OF OFFICIAL RECORDS. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ASSIGNMENT AND ASSUMPTION OF DEVELOPMENT AGREEMENT" RECORDED JANUARY 12. 2005 AS INSTRUMENT NO. 2005-013418 OF OFFICIAL RECORDS. EXCEPTION 33: THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR TEMPORARY ACCESS. GRADING AND SLIDE REPAIR EASEMENT" RECORDED APRIL 1. 1999 AS INSTRUMENT NO, 99-131924 OF OFFICIAL RECORDS, EXCEPTION 34.. AN EASEMENT FOR TEMPORARY ACCESS AND INCIDENTAL PURPOSES RECORDED APRIL 22. 1999 AS INSTRUMENT NO. 99161911 OF OFFICIAL RECORDS. EXCEPTION 35, A WAIVER OF ANY CLAIMS FOR DAMAGES BY REASON OF THE LOCATION .CONSTRUCTlON. LANDSCAPING OR MAINTENANCE OF A CONTIGUOUS FREEWAY. HIGHWAY. ROADWAY OR TRANSIT FACILITY AS CONTAINED IN THE DOCUMENT RECORDED OCTOBER 8. 1927 AS BOOK 1693. PAGE 287. OCTOBER 1,. 1951 AS BOOK 6552. PAGE 267. NOVEMBER '. 1968 AS BOOK/REEL 2281. PAGE/IMAGE 959. AND JUNE 17. 1916 AS BOOK/REEL 4401. PAGE/IMAGE 191. ALL OF OFFICIAL RECORDS. EXCEPTION 36: ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM THE FREEWAY HAVE BEEN RELlNOUISHED. PROVIDED HOWEVER. THAT SUCH LAND WILL ABUT UPON AND HAVE ACCESS TO FRONTAGE ROAD WHICH WILL BE CONNECTED TO THE FREEWA Y ONL Y A T SUCH POINTS ESTABLISHED BY PUBLIC AUTHORiTY. AS CONTAINED IN THE DOCUMENTS RECORDED OCTOBER II, 1951 AS BOOK 6562. PAGE 261. NOVEMBER 7. 1968. BOOK/REEL 2281. PAGE/IMAGE 959. AND JUNE 11. 1976. BOOK/REEL 4407. PAGE/IMAGE 191. ALL OF OFFICIAL RECORDS. EXCEPTION 37: CONDITIONS CONTAINED IN THE DEED TO THE STATE OF CALIFORNIA. RECORDED OCTOBER 8. 1927. BOOK 1693. PAGE 287. OFF/CIAL RECORDS. AS FOLLOWS: "SAID GRANTEE SHALL HAVE THE RIGHT TO EXTEND AND MAINTAIN CUL VERTS AND THE SLOPES OF CUTS AND FILLS OUTSIDE OF THE ABOVE DESCRIBED RIGHT OF WA Y IF NECESSARY" TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & '" TOWNSHIP 3 SOUTH, RANGE 1 MST, MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ndl Design Resources, Inc. '7.1-'4 Planning _ E~ _ Surveying 2700 Ygnaclo Valley Road, Sult~ 100 Walnut Crf!1t1k. Calffornfc 94598-3462 TEL (926) 210-9300 DECEMBER, 2006 EXCEPTION 38: ABUTTER'S RIGHTS OF INGRESS AND EGRESS TO OR FROM SAID FREEWA Y HA VE BEEN RELlNOUISHED IN THE DOCUMENT RECORDED JANUARY 12. 2005 AS INSTRUMENT NO. 2005-0/3414 OF OFFICIAL RECORDS. EXCEPTION 39.. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "MEMORANDUM OF AGREEMENT" RECORDED NOVEMBER 05. 2004 AS INSTRUMENT NO. 2004-496921 OF OFFICIAL RECORDS. EXCEPTION 40, A DEED OF TRUST TO SECURE THE PERFORMANCE OF AN AGREEMENT OR OTHER OBLIGATION. RECORDED JANUARY 12. 2005 AS INSTRUMENT NO. 2005-013477 OF OFFICIAL RECORDS. SUPPLEMENT TO PERFORMANCE DEED OF TRUST AND ASSIGNMENT OF RENTS RECORDED FEBRUARY 22. 2005 AS INSTRUMENT NO. 2005-070231 OF OFFICIAL RECORDS. EXCEPTION 41, ADDITIONAL MA TTERS. IF ANY. FOLLOWING REVIEW BY THE CDMPANY'S WA TERWA YS AND BOUNDARiES UNDERWRITERS. EXCEPTION 42, RIGHTS OF PARTIES IN POSSESSION. FOR EXCEPTIONS 5 8 12 13 16 17 20 21 22 23 24 25 28 29 31. AND 34, IT IS ANTlC/PA TED THA T SAID EASEMENTS WILL BE QUITCLAIMED AFTER RECORDA TlON OF FINAL MAP AND CONSTRUCTION OF PUBLIC ROADS WITHIN THE TRACT. COUNTY RECORDER'S STA TEMENT FILED FOR RECORD THIS DA Y OF 200 AT. M. IN BOOK OF MAPS AT PAGES .THROUGH ~ UNDER SERIES NUMBER 200 - A T THE REQUEST OFFiRST AMERICAN TITLE COMPANy' IN THE OFFICE OF THE COUNTY RECORDER OF THE COUNTY OF ALAMEDA. STA TE OF CALIFORNIA. FEE PA TRICK O'CONNELL COUNTY RECORDER IN AND FOR THE COUNTY OF ALAMEDA. STA TE OF CALIFORNiA BY, rD o DEPUTY COUNTY RECORDER SHEET 3 OF 51 f>;\Onl;wlngisl()302~~t....Raooh\Fi""IMep\0302+FM.(l1.04.DWG. 112912OO71G,se~AM.SIatlOfl F,RolI-Hf'OJ1050C-1,flt:3. PIA Deslgn A<Iooureee,Inc. ~ 0) ,~ CURVE C473 C476 C417 C479 C483 C484 C566 C567 C568 C569 G570 CURVE DA T A DELTA RAD/US 109'54'46' 100.00' 21'30'00' 45000. 135'12'40' 50.00' 52'51'54' 700.00' 28'22'24' 100.00' 28'12'30' 700.00' 34'03'27' 900.00' 33'20'01' 400.00' 25'41'53' 900.00' 38'02'35' 750.00' 48'41'23 700.00' LENGTH 191.83' 215.98' 117.99' 645.8T' 49.52' 344.63' 534.97' 232.72' 403.66' 497.98' 594.86' US. US. 32 33 5 4 QUARTER SECTlQN LINE N62'38'29"E 133./9' N62'24'30'E 68.42' C569~ /. C~%:O~;:: ROADWAY EASEMENT. STATE I" OFCALlFORNlA 4621 OR 746 (281 0 ROAOWA Y EASEMENT, 4986 OR 410 1291 NI6'29'39'E '19,72' NiiP'i9'39'E 20.60' N74'30'23'W 100.01' POINT OF BEGINNING C567 3302 OR 327 (5. 12. 16, 241 CL 10 FT. ROAOWA Y EASEMENT. MACHADO 4510 OR 486 (251 C566 ROADWAY EASEMENT. STATE OF CALIFORNIA 2522 OR 952 {231 ROADWA Y & UTILITY EASEMENT DA VILLA: 12-19.72; 3302 OR 317 (5. 6'29'39"E 18.84' t----l- N 2'22'03"E 225.79' 12, 16. 241 '1""""""1 . 0 200 400 I SCALE: r $ 400' TEMPORARY ACCESS & UTiLITIES EASEMENT SCHAEFER 4.1.99; SERIES NO. 99.137918. ro.211 TEMPORARY ACCESS EASEMENT SCHAEFER; 4-22-99: SERIES NO. 99.161971 (341 , ROAOWA Y & UTiLITY EASEMENT \.......~ DAVILLA 12-19-72; 3302 OR 317 {5. 12. 16, 241 .. ROAOWA Y EASEMENT ......'HOARE. 6518 OR 463 (22! '- ABUTTER'S RIGHT OF ACCESS ....,........ RELlNOUISHED TO STA TE OF ."" CALIFORNIA, 4621 DR 764 {281 TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 WEST, MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ft~ Design Resources, Inc. '7.1-4 Pfenning . EIIfI/n_1I . Burlfly(nfI LEGEND 2700 Ygnaefo Valley Road. Suite 100 W.lnuf Crtltlk. C.llfornl" 94598~3"62 TEL (925J 210-9300 DECEMBER, 2006 @ @ " o o III I! I! II! I J I 800 SF. {RI M-M (TJ E.V.AE IP P.SE P.A.E, S.s.E. WL.E O.5.R.S.D. E,B.R.P.D. G.$DE G.H.A.D. S.DE {Rlf SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHO WN SET l' IRON PIPE TAGGfD LS 4246 SfT 5/8" REBAR AND CAP TAGGfD LS 4246 SET REPLACEMENT riP TAGGI'D LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LO T LlNE/ RIGHT OF WAY MOIIUMENT LlNf EASfMfllT LINE TRACT BOUNDARY RELlIIQUlSHMENT OF ABUTTfR'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MOIIUMENT TO MONUMfNT TOTAL EMERGfNCY VEHICLE ACCESS EASfMfllT l' IROII PIPf PUBLIC SERVICE EASEMEIIT PRiVA TE ACCESS EASEMENT SANITARY SfWfR fASEMEIIT (PUBLICI WA TER LlIIE EASEMEIIT {PUBLICI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.O, STORM DRAIN EASEMENT {PUBLIC} GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT (PU8UC! RECORD INFORMA TION MAP REFERENCE J!QH; FOR LINE AND CURVE DATA SEE TABLE TH(S SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEII AS N88'3S'01'W. BfTWEEN FOUND MONUMfNTS DESIGIIA TED AS A.535 AND A.539 IN DUBLIN BL VD. FROM TRACT 5926. FILI'D IN BOOK 222 OF MAPS A T PAGES 11-84, ALAMEOA COUNTY RECORDS AND FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP ORA WING NO. S209.8 TO 5209.14. BEARINGS AND DISTANCfS ARE BASI' 0 011 THE CALIFORNIA COORDIIIA Tf SYSTEM. NAO \' " ZONE 3. TO OBTAIN GROUND DISTANCES. MUL TlPL Y BY ',- 1.0001136 BASED 011 LATITUDE 37'42.15' IIORTH AND '- _ ASSUMfD AVERAGE fLEVATlON OF 900 FT, fXCfPT AS ~.'.'''''''''., SHOWII :-:~~~~L OESr._.._"._..---v---,.....!., ,..",.-...-.."",\ !-...-.."V.."',,-...----' "..~BUTTER'S RIGHT OF ACCESS \....-.--00' RELlNOUISHED TO S TATI' OF CALIFORNIA 4010 OR 30 SHEET 4 OF 61 '< ')....@j ;;; ~ ~ >- n:! 6~1 ~~ _ _ _ _ _ 3_3~!;)[Ss_~~T.2.?:c RIW 1128'00'01'E - - - i 4 j 3 i 3S R 1 W 21189' ----; r CfllTERLlllf 60' ROADWA Y & UTILITIES NI5'47'30"E -----------r ~ CENTfRLlNE OF EXIST 1 . WIDE EASfMENT DAVILLA; 12-19.72 {5. 12, 16.241: 10288' \ VEHICULAR fASfMENT M CHAOO 3302 OR. 327 SCHAEFER 4-1.99; SERifS , 4-23-76. 4340 OR 141 ( 13. Il! 110. 99-137918 {20. 211 1I04'48'00"W-\ ~ 395.38' TEMPORARY ACCESS fASEMEIIT SC AEFER, I , N7S'02'4S"W' j ./ ,~'~:"""U"N"" Ii ;;;::=:J. : llj 324 81' ~ i!-~' ~~'}, ~~ i'}, ,~ "' , (~~ i,"~~ ~.;"oi ~'},~,~ <f) N30'49'02'W \, fC Ci!-~"'~~i!-,o'}, ~.;'<,~ ~~'1- ~ 603.16' ~ - ~,o' ~~" i ,~ " I' NO POINT _ 1: i!-\o'}, .~~: ,",f-.~ ,~~ \ 3302 DR 327 - _ ~ ~~~,~ .~~~ ,~~ ~~~ .~\,~ W \ (5.12. 16.24) _ _ .....;; ('~ (~'},o i!-~\'1-~ .~\; (, \i!-~~~~ .4 ,~ ;;~2;~?'19' ~ I - --.,/ :~ ('''' ~\~ .\~~~~ ,'},'1- \ : ,'},~ G"'},o ~'},". NI4'47'48'W .,~ ~~ 603.00' ~ .... "., 1l"",>6' "'-....., ,\",,'1. b,,\lI \ // ~-L-~__ \ '\ C479 '-.. -":--___,,_~~C473 V't5':?d>.. \... " .. ,j)'t-,..:. ~ \ 'O.p:'>~ C9Ql~:"':I ~:V'.. I ffi \'J ~~1.~~q'43"W ,,~ ~.>. v..~ >0. o"'~ ~CENTERLlNE OF EXIS-r. ~o~ W;;- ~ :g;::: ,~481 VEHICULAR EASEMENT MACHADO, ~ i::: c, >- '\.,--------N35'52'14"W 4-23.76; 4340 O.R. 141 (8, 13. 171 o &1 ~ ~ \ 251.22' OJ <:::' ;...----C482 N88'52'15"W 232.64' P:lLXawlngs\ll3024-2'O $chaofet Ranch\Flnal Mlljl'00024-fM-<l144..DWG, 1r.?8I2OO710:511:47 AM, Statklo F, Rof-HPOJtO&lC-l.pc3, PfA DecIgn flMOlllalll, Ine. \.,,) "'"..:7 ",,} ~ ~ j TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 WEST, MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ft.dt Design Resources. Inc. '71-4 PIMlnlng . Enfl/nHrlng . Surveying BASIS OF BEARINGS (SEE SHEET 511 TAKEN AS N88'35'OI"W. BETWEEN Fo.UND Mo.NUMENTS DESIGNATED AS A-535 AND A.539 IN DUBLIN BL VD. FROM TRACT 5926, FILED IN Bo.OK 222 OF MAPS A T PAGES 71-84, ALAMEDA Co.UNTY RECo.RDS AND FRo.M THE STA TE o.F CALlFo.RNIA HIGHWA Y Mo.NUMENT MAP DRAWING NO. S209.8 TO S209.14. BEARINGS AND DISTANCES ARE BASED o.N THE CALlFo.RNlA COo.RDINA TE SYSTEM, NAD 21, Zo.NE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVA Tlo.N DF 900 FT. .l!!2H; Fo.R LINE AND CURVE DA TA SEE TABLES SHEETS 10-12 32133 T.2S'HL _ N89'29'04"W T.3S. ~SECTlON CDRN~ -- 5 4 {27 ROS 81, ACR.J PARCEL H I L 0. P o U PARCEL A-I B-1 C-1 A B D E F I 800 '< ~~I ~ EBRP.D. r fI 400' E.BRP.O. SERIES NO.. 02-151158 APN 85A 2400-001-05 N89'33'52'W MA CHADD SERIES NO.. 83-28612 2100 Ygnsclr' Va//sy ROBt!" Suits 100 Walnut Cro~1r. CsHfornJII 94698-3462 TEL (926J 2fO-9300 DECEMBER, 2006 LEGEND @ SET CITY DF DUBLIN STANDARO STREET MDNUMENTS~MPEDLS4N6 FDUND STREET MDNUMENT OF RECORD AS SHOWN SET r IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPDN CDMPLETION OF CONSTRUCTION FOR CAL TRANS Mo.NUMENTS DISTURBED OR DESTRDYED LOT LlNE/ RIGHT o.F WA Y MONUMENT LINE EASEMENT LINE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER.S RIGHTS; PRIVATE A CCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO. MONUMENT TO. TAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRDN PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT (PUBLIC! WA TER LINE EASEMENT {PUBLIC! DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIDNAL PARK DISTRICT G.H.AD. STORM DRAIN EASEMENT {PUBLIC! GEDLOGIC HAZARD ABA TEMENT DISTRICT STDRM DRAIN EASEMENT {PUBLIC! RECORD INFDRMA TlON MAP REFERENCE @ " o o Illlll11!111 SF. {R! M-M (T! EVAE. IP P.SE P.AE S.sE w'L.E D.S.R.SD. E.BRP.D. G.S.DE G.H.AD. S.DE {RI! 20' WIDE E.BR,P,D. TRAIL EASEMENT, E. V.A.E. ~ PR/VA TE ACCESS EASEMENT IN BENEFIT OF PARCEL 'A-I' N26'33'41"W 54.32' 2617.58,- _ _ ~ ~~ PARCEL 'A-I' !JJ ~\'2 f~ SEE SHEET 6 ~ O,~ ~~ PARCEL '8-1' ::;I~'" l" SEE SHEET 6 1,.1g ~ PARCEL 'E' "'. SEE SHEET 9 _ "iPB.:33'13"W PARCEL 'A' SEE SHEET 6 {RI! RECDRDED RIGHT DF WA Y FRDM CAL TRANS 'APPRAISAL! HARDCDPY MAP" DRA WING NUMBERS A-XI243.1 THRU A-XI243.5 1R2! RIGHT DF WAY MDNUMENT INFORMATIDN DBTAINED FROM 'CALlFo.RNlA STATE HIGHWAY MDNUMENT MAPS' DRAWING NUMBERS S-209.9 THRDUGH S-209.14 P:'Dnl.wInQ$'00024-20 SChuhlr Aanch\flnal MapIo3a24-fU.dwg, 2fS.'2OO110:06:-48 IW., staIIon f. RclH1POJllJSOC.l.pc3, PIA DelIlgn~. Ire. BASIS OF BEARINGS (SEE SHEET 51) TAKEN AS N88'35'Orw. BETWEEN Fo.UND Mo.NUMENTS o.ESIGNA TED AS A-535 AND A-539 IN DUBLIN BLVD. FRo.M TRACT 5926, FILED IN Bo.o.K 222 o.F MAPS A T PAGES 11-84, ALAMEDA Co.UNTY RECo.RDS AND FRo.M THE STA TE o.F CALlFo.RNiA HIGHWA Y Mo.NUMENT MAP DRAWING NO. S209.8 TO. S209.14. BEARINGS AND DISTANCES ARE BASED o.N THE CALlFo.RNiA Co.o.RDINA TE SYSTEM. NAo. 21, Zo.NE 3. TO o.BTAIN GRo.UND o.ISTANCES, MULTIPLY BY 1.0001136 BASED o.N LATITUDE 3"42'15" No.RTH AND ASSUMED AVERAGE ELEVATlo.N o.F 900 FT. !KlH; Fo.R LINE AND CURVE DA TA SEE TABLES SHEETS 10-12 ~ ~ j i ~ SERIES NO.. 83-28612 32 33 APN 85A-1400-001-03 J02S. _ _ _ 'i.89'29'04"W _ _ _2594.67' T.3S. SECTlo.N Co.RNER 5 I 4 (21 Ro.S 81, A.C.RpARCEL 'U' (GHA.D.! \"1 '" 188,82 t ACRES ~I~~ KEL1!onG?YON7 ~~ ~~ / ~g ~I.i.. "<<: Cl :;! >- PARCEL :s ~ 'Q' '- .... ~ Cl <.> ~n o 200 400 MACHADO. 1/4 SEC Tlo.N I EB.RP.D. Co.RNER I SERIES NO. 02-151158 (21 Ro.S 81, A.C.R. i APN 85A-2400-001-05 Co.UNTY o.F ! ALAMEDA N89'33'52"W CITY OF DUBLIN - - 1715.15' r ~ 4()(J' E.B.R.P.D. SERIES NO. 02-151158 L APN 94/-0010-004-01 2101.51' - - 986.36' TRAIL & Gl" ..c c' ..,~ :S~9 ~~$? C5~~ ::i [fl'" fE~ ">" E.B.RP.D. SERIES NO. 01-206548 APN 941.0018-008 EB.RP.o. SERIES NO. 98-331664 APN 941-0018-009 (Rl) RECORDED RIGHT o.F WA Y FRo.M CAL TRANS "APPRAISAU HARDCOPY MAP" DRA WING NUMBERS A-XI243.1 THRU A-XI243.5 (R2) RIGHT OF WAY Mo.NUMENT INFORMATION o.BTAINED FRo.M "CALIFORNiA STATE HIGHWAY Mo.NUMENT MAPS" ORA WING NUMBERS S-209.9 THROUGH S-209.14 PARCEL 'F' P;~"",I03024-20SdlaeterRanct1~MlIp\03024-FM.dwg. 112912OO711:02:22AN,staIia'IF, AoII-HPDJ1050C-1.pe3. P'ADeIlgn AeIourcea,Ir1e. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 WEST, liT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA nil Design Resources, Inc. '7'-4. PIMnIntI . EfI(IfnHrlng . SUlWy(ng I BOO LEGEND 2700 Ygflaolo Valley Road. Suite 100 Walnut Creek. Oallfornla 94598-3462 TEL {925J 210-9300 DECEMBER, 2006 @ @ t. 0. o 1111 j 11111 I! S.F. (R) M-M ITJ E.V.A.E. IP P.5.E P.A.E. S.s.E. W.L.E D.S.R.S.D. EB.RP.o. as.D.E. G.H.A.D. SD.E (Rl) - - 2611.58' SET CITY DF DUBLIN STANDARD STREET MDNUMENT STAMPED LS 4246 FDUND STREET MDNUMENT DF RECDRD AS SHDWN SET l' IRDN PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPDN CDMPLETIDN DF Co.NSTRUCTIDN FDR CALTRANS MDNUMENTS DISTURBED o.R DESTRDYED LOT LlNE/ RIGHT DF WA Y MDNUMENT LINE EASEMENT LINE mACT BDUNDARY RELINQUISHMENT DF ABUTTER'S RIGHTS; PRlVA TE ACCESS PRDHIBITED SQUARE FEET RADIAL Mo.NUMENT TO. MDNUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRDN PIPE PUBLiC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANiTARY SEWER EASEMENT (PUBLiC) WA TER LiNE EASEMENT (PUBLIC) DUBLiN SAN RAMON SERVICES DISTRICT EAST BAY REGIDNAL PARK DISTRICT G.H.A.D. STo.RM DRAIN EASEMENT (PUBLIC) GEDLOGIC HAZARD ABA TEMENT DISTRICT STDRM DRAIN EASEMENT (PUBLICI RECDRD INFDRMA TIDN MAP REFERENCE o~;:, 1 --:~ ~ 20' WIDE E.B.R.P.o. TRAIL EASEMENT, E. V.A.E. & PRIVA TE ACCESS EASEMENT IN BENEFIT o.F PARCEL 'A-I' SHEET 8 OF 61 PARCELS A. A-~ B-~ & U '.J": ~-:;,..z.) BASIS OF BEARINGS ISEE SHEET 51i TAKEN AS N88'35'01"W. BETWEEN FDUND MDNUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBLIN BL VD. FRDM TRACT 5926, FILED IN Bo.o.K 222 o.F MAPS A T PAGES 11-84, ALAMEo.A Co.UNTY RECDRDS AND FRDM THE STATE o.F CALlFo.RNlA HIGHWAY Mo.NUMENT MAP DRAWING NO. S209.8 TO. S209.14. BEARINGS AND DISTANCES ARE BASED o.N THE CALlFo.RNlA Co.o.RDINA TE SYSTEM, NAD 21, Zo.NE 3. TO. o.BTAIN GRo.UND DISTANCES, MUL TlPL Y BY 1.000/136 BASED o.N LA TITUDE 31'42'15' No.RTH AND ASSUMED AVERAGE ELEVA Tlo.N o.F 900 FT. J/QH; Fo.R LINE AND CURVE DA TA SEE TABLES SHEETS 10-12 ~ ~ I P:\Orawingll;'D3024-20 ScNeIer Randl\Flnal MapI03024-FM.dwg, 1/2912007 11 :04:351 AM, StatIan F. FIoWIPOJ1OOOC-l.pc3, PIA Oeeign Resourc>IIoG, In;:. TRACT 6765 SCHAEFER RANCH A PORnoN OF SECTIONS 8 & 4. TOWNSHIP 8 SOUTH, RANGE 1 MST, MT. DIABLO BASE AND MERIDIAIt CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ftJ. Design Resources, Inc. '71~ PIMtnIntI · EngtneMtttg . Sutwy/nll I BOO LEGEND 2700 Yqn.olO V,fltly Ro.d. Suite 100 W.lnut Cr.tJk, C.llfornla 94598-3462 TEL (925) 210w9300 DECEMBER, 20.0.6 @ 11111 III III 1 SF. IRi M-M ITJ EVAE IP P.SE. P.AE. S.s.E. W.L.E D.SR.S.D. E.BRPD. G.S.DE G.H.AD. S.DE IRli @ '" o o SET CITY o.F DUBLIN STANDARD STREET Mo.NUMENT STAMPED LS 4245 FDUND STREET Mo.NUMENT o.F RECo.RD AS SHo.WN SET l' IRo.N PIPE TAGGED LS 4245 SET 5/8' REBAR AND CAP TAGGED LS 4245 SET REPLACEMENT l' IP TAGGED LS 4245 UPo.N Co.MPLETlo.N o.F Co.NSTRUCTlo.N Fo.R CAL TRANS Mo.NUMENTS DISTURBED o.R DESTRo.YED LO T LlNE/ RIGHT o.F WAY Mo.NUMENT LINE EASEMENT LINE TRACT Bo.UNDARY RELINQUISHMENT o.F ABUTTER'S RIGHTS; PRlVA TE ACCESS PRo.HIBITED SQUARE FEET RADIAL Mo.NUMENT TO. Mo.NUMENT TOTAL EMERGENC Y VEHICLE ACCESS EASEMENT 1" IRo.N PIPE PUBLIC SERVICE EASEMENT PRlVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCi WA TER LINE EASEMENT IPUBLlC! DUBLIN SAN RAMo.N SERVICES DISTRICT EAST BA Y REGlo.NAL PARK DISTRICT G.H.AD. STo.RM DRAIN EASEMENT IPUBLlCi GEo.LOGIC HAZARD ABA TEMENT DISTRICT STDRM DRAIN EASEMENT IPUBLlC! RECo.RD INFo.RMA T1QN MAP REFERENCE ..!:i ~ ~ ~~ )...~ 0 200 400 ~ MACHADO. 1/4 SECTlo.N i EBR.PD. E.BR.P.D. 5:S I ~ C SCALE: r. 400' SERIES NO.. 83-28612 Co.RNER 1 SERIES NO.. 02-151158 SERIES NO.. 02-151158 <.l ~ i lI: EB.RPD. 32 33 APN 85A-1400-001-03 121 Ro.S 81'_ACR.J', APN 85A-2400-001-05 APN 94/-0010-004-01 C I ~SERIES NO.. 02-151158 T.2S CDU.NTY DF 'LA'''OA 33 ! 34 T.2S, R,tW T.~--- SECTI;N -;;o.~NER , , CITY OF DUBLIN ~ - - '" PARCEL ,t-' _m.. ~ f' Q,Q IT - -4- [\3---7:3S, R,tW 5 1 4 121 Ro.S 81, AC.R.i PARCEL U ~ i'l l" Q ~~~1; 052';,..- ~Y-- "', I '-SECTION Co.RNER I r--, (i 1'6 :p6~ ~5 ~Ic::, ~ iE _ ,,---<\~h C !~ ~/~36(~52"\~~PARCEL 'A' 25' WIDE EBRP.D. TRAIL PARCEL P19 1 ~15 16 I!)~'i :. l" ,,,C":\ r' 1 11~ II?" 10 ~ \\ EASEMENT, E.V.A.E. & PRIVATE C 'R' jjj ~~4 '1115 VI >J 4 16 n~5 ~ ~ ~I~~ 11 :-') 10~ 10 \, ACCESS EASEMENT IN BENEFiT .. 17 / 131" 15 15~ :::" 4 \'"" 'f... 3 )/ /__ OF SERIES NO. 02.151158 i~'~ )ARCEL~;" L371"::JL I 151fi} 'i :::fl ~-~~ , 11'''';'' ~ L35 ii., /H,--"\., 20' WIDE W.L.E., E.B.RPD. TRAIL ;;;! ~ 'Q' 0, 1312 ~ ~:~ 11 '- "" " t~' P "I EASEMENT EVAE & PRIVATE lS ~ I! 11 ~ ~ ~ 052 052 "6': 1]/ n..;;t i:l.I /~1!~' 0519 ''j ACCESS ENiMENT IN BENEFIT >- .. /' 18 16 _ " 15 "" A ~ ~ v:s( ~ .:.;sl 3 , 10 '" 'OF SERIES NO. 01-206548 '- '- -...... r.;:;~, 15 '4~. 2'5 ~' ~ 10 " 35~ EBRPD ., ":....~ 'f,.[~'18'fJ.18,,)s; ~;;t" ~ 11 12q ~,1) !; SERIES.NO.'OI:206548 5,(.).. p<~~'~ 11~ t,1"\:1";:<< 18~ 15!J.l1:'i<A':;' 15 052~ 12 ~~ _({i 9 ~~5: APN 941-0018-008 <.l"_:M:__ ., _--_-=~-=~f-' - , .><. ')0... l- >..6 "'" '.... 'I-' 4 ::.;e6 01,);6,,}J 12'" 12t::) 3 ~ =-c~" \fa618" 20' WIDE EBRP.D. TRAIL ~~ ,_ "',,-..J" 17 11~/.-J. I ~ . "';'118 15 \'"' ~4 c.!!JtI2"7'\. <"J ~(t.i'~, ',;.', '\19~~ EASEMENT. E.VA.E & <'; 'i' -':..':..1':..:~~ I ~ ~0!.~~8 ; 4 VJ~,,~.)- ~'4 ~O.< . [t2~(L3~>"''''5~/ 9,/~\ '<. 9~~ PRIVA TE ACCESS EASMENT ,,~g, G- ; '\ / '{1063 L37 /... ~ L3 ~<~'Ir. )"N,"'W' .<' \ ~\ IN BENEFIT OF PARCEL 'A' -" ff' \,-"",,;; '- I / 141)' V. ...:. 13 137 1\:13~t, 13 \\?X\' \ EV.AE.. , . ~~g ~<,~~~~-; ~- ~ r--- /.. ,~J ~...,> n~?' '<?>.. ,~}J11~- (k4)\-1 1.5' NBgJ501WIRI "''<.:, ""~~~ C""~::"''':...''3,- :. ~ PARCEL 14", ~..z;/~O<"{-_~36 <'~6'J''(,:: --,0~62 13 .~ ~,\,\~-- 9 1 L~ N6"'O.52"EIRI 0) '" I _ ~~~~~./ ' -- - '-... 'W' 114 ~;-. ,~ 36 (;.._ L36 \ 13 '/, \ >< 1 ~i \~ -,,~ ~. 1 -'-~~:rz!SS~L F~_':114 "~~O.9, ~ ~ ~\ ~'9 \ ~ V EBRPD 'l~ ---'! ~'Ii>:--~-::'- 2S ~ I 13-#~3 13~f4 ~ l 9~ ~9 ~ ~p'SERlES NO.. 98-331554 ',\5 SCHAEFER ,--------,.// ---; PARC,.EL -'tr,_ '--, REO HfLL 14!r XC '-"i4'''~ !--" : 8 8 APN 941,0018-009 '1>- SERIES NO. 99-131918 I~-::::::::- ' _ 'T-"1'--...... 'f--./. r____ ........,COURT I k14 !f.. 5 13 , ,~/ "'" ~ ..... AREA, 20.0 ,ACRES i":'C"'" --ill; fl ~\- A~ ~ ~ 6 6j 1 '-" / 8 .';;Ii 8~ ~ ~ ,\0 \\ ~L" PA ,f/L...--/ ~""y 1-"'-90. ',RE!MERi[.., ~ if -.I 35 - ;1!J:;:.< 8 I , ~ "<, I )\....J~ --............... j ,~\II-/;Y' <<<- <>;{OURJ:.:, , , - 1f..j i'P,,1'!--r 1"'S 8 ,I , 1/4 SECT/o.N Co.RNER I:l' ~JI,,_--- '~'~v.">..-j.rsoH. )\. ~6 6 -~i',1 ?"i-n~~'iF -'(' ~0516 ""~'/4 SECTlo.N ~< / "'(f3-<'\' 3)/ ~ 'J;-/~ ~~\ 5 6 ~ f;' ~~ ~T7 Ilr 8 I - _ _ '< '/_0 <> II I~ \' - -l' ~~~/~/~~si~::r,D. ; .~~ ~~~R~; 81, ACRi .... ~/ / . \ V ~ F~l' # ~~. \ ~ ';~6 ::~'",r~~/ ~~ 0515 '~1 ~~ ~ r ~ (j-~ .... \ I , ~ '" 'l~::'>"'~ l\L36 I 0514 - 1 i" PARCEL 'A 1'1EVAE & PRIVATE ~ ~ PARCEL 'P' \ \ I /.1-..--- /........P.l<....BidEL 'L',' - \ \ 5 5 ,.... \ 1 ~""'-",,, ,,--- ;??! PARCEL 'A' - ACCESS EASEMENT ~~"- '\\ / i'7=""~"j/ )~I(,'~i-\\6:: 513,,/ [J!;!< ?/~ INBENEFITo.F -<:l\ \1....... ==,,; J , , !)"i)! j \ 3 5~':;;;-;. ."'WI"I I'll' J~)!! " -- - -"" _ P_ARCEL i.A'" <.l \ PA -- _,.d I PARCEL P <i ,,/ I \ \'5 0, :"': 55~ Q ~;; --"- ~'-'..- RCEL V,"', /~ I, \ ,~ ,e" --e;; ~? 7 r; I'9rI rrpOF{jj;;-_J /./f /L...d. " "~5 \ 1"0 ~f~ PARCEL 'U' ..." i - - II r ~/N /cp~' 'r '''''' ,,'" 5 ~ ' '" 1-580 OOUNry 7 /7"/~' (:' PARCE I~.>\.---::- 4~ ~ 351 20' WIDE EBRPD TRAIL EASEMENT, 'B-1': -'\~,,,,~.. ' 01" A~AAI.s !::, , /.> t..;'ii1: ~ _'" E. V.AE & PRIVA TE ACCESS EASEMENT PARCEL,~ ' VA I H "/>-,..\!"" ..;.oz.:o~-Ql!.(1Nli[i'fj IN BENEFIT o.F PARCEL 'A' "'.. I (%iwii7t~~;::~EL 0~~~ ;7'IT;;~~-"<::~~~fi:-_--"-,,~. ., ,~;'!Ji, .,Til';~jl'Tm,,;r,i'~,':::;!i\~ ... 'G' ~Iil ~ /~I ~P'EA^,RCCEL PARCEL IR1! ~~~?~::W~~H~U~~E~;Y :~~;;3C1A~~/:I~tf,;~:~R:ISAL/ HARDCOPY 'K' PARCEL' CDUNTY DF ALAMEDA IR2i RiGHT o.F WAY MONUMENT INFORMATlo.N DBTAINED FRo.M "CALIFORNIA 'F' 7J~lllt;0~~~~~Rfb1 1_680 STA TE HIGHWA Y MONUMENT MAPS' DRA WING NUMBERS S,209.9 THROUGH S-209.14 SHEET T OF 51 PARCEL I .~ -- -.- .-....-..--- ~ TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 " 4, TOWNSHIP 3 SOUTH, RANGE 1 WEST, liT. DIABLO SASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ft~ Design Resources. Inc. '716J -fl- EIIfI/tI.-." --ytng 2700 YgntJolo V.Roy Road, Suite 100 W.'nut Croek. Oallfornia 94698-3462 TEL (9261 210-9300 DECEMBER, 2006 LEGEND ~9\ ~~\ ~~\ ~i\ ~co I N88022'02"W ~~~-- 15481' ~ ; ~1/4 SECTION CORNER ~"'1;;: (27 ROS 81, A CRI ~~,~ "I(~:;C.l ~~ ~~ )..81O}.., ~'" (s L27 PARCEL 'P' 8 I 29.65 t ACRES I SCHAEFER SERIES NO. 99.137918 AREA, 20.0014 ACRES @ SET CITY OF DUBLIN STANDARD STREET MONUMENTS~MPEDLS4U6 @ FOUND STREET MONUMENT OF RECORD AS SHOWN ^' SET l' IRON PIPE TAGGED LS 4246 o SET 5/8' REBAR AND CAP TAGGED LS 4246 o SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CALTRANS MONUMENTS DIS TURBED OR DES TRO YED LO T LlNE/ RIGHT OF WAY MONUMENT LINE - - - - - - EASEMENT LINE TRACT BOUNDARY RELlNOUiSHMENT OF ABUTTER'S RIGHTS: PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT f' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT (PUBLIC) WA TER LINE EASEMENT (PUBLICI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT (PUBLICI GEOLOGIC HAZARD ABATEMENT DISTRICT STORM DRAIN EASEMENT (PUBLIC) RECORD INFORMA TION MAP REFERENCE !~ I~ \0 '''- Ie 1>- ,.... \5 1 (Rfl (R2) '-580 BASIS OF BEARINGS (SEE SHEET 611 TAKEN AS N88'35'0I'W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBLIN BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209.14. BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TIPL Y BY 1.000.1136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMEO AVERAGE ELEVATION OF 900 FT. 'U' .--a J\ SHEET B OF 1S1 PARCELS B, D, G, II. J. K. L. A( N, P, Q, R, S, T4 T-2, " W P:'Dnlwlngs.\03024-20 SohaefI1r Ranetllflnal Mep\03024-FM.dwg, 1/2JJ12OO7 11 :06:06 NI.. station F, RdI-HPOJ1050C.'.pc3, PIA Cle8lgr\ ANouree6, lnc. '~ /~ \ \ 30~\ /\\ \ \ /\ \ \ L30 ~~,\~~PARCEL 'U' 308 ,-~\\"'6 __--- \ \';!l L30 \ \ ~ /, -W01\-\ \ \vf EVAE WI --- I I I "- 1,,:3121, L , L313 '"ll - '" ~L314 '/1---- REIMERS ~_ - 7' 328 ' L315 ""-"" ;/! 1\ '::"'-COURr ~-A \ I I I " __; I \ " .'y/".....LJ-..j' / L \ " \ /?;; b. 321 L316 f..u J 'y'~ ..... ~ '\ / /'0 ,_ .L324 _ I L311 -- ~ ' '<> PA~?EL"\, I / / l--J I ,L321 I \ ........ --7-r( ! ? ~ ~ t ! ""--''''-1 f-:::::'::"" 325 /- '--- L319:S:318 '> 1 j J _1...-'. ' J:// ~ ! II I I :;' < L323 '7" "-.', . -. - -- . - I ~ / 'toO ~ \ i----- ,--.-.-( ( ..... \ 'L322 / L32 i \ ' ' ___ " I 'II~~ i I! I ;;r---_-i.j. "-, \ ..-----..____-.-. ~I PARCEL \ \\ I. .--.--J.t l-l (/ / (( ~?:~" ~~-;;~ __ // ~ \\::;;~ \ r--) j~~ )'f , / ~:; ,----.--.- PARCEL~' ~ ~ _ P~R.E'!..l':'~ \\v<' :---'1:.,') \\ ;'/------::::- ~c:.\ ,/ '---,1&/1 ~..//,~ ~ \ /'...... j!t,/ ../ 20' WIDE EB.R.P.o. )/" TRAIL EASEMENT ',/ " 20' WIDE EB R PO TRAIL & E V,A.E. J<Z "",- EASEMENT, E V.AE & PRlVA TE '\ ...... \;:-~ __ -..... ACCESS EASEMENT IN BENEFIT ......~\,PARCE[.__ --. QF PARCEL 'A' \ ~ 'B' ................ ~15' ';;/bE / ~Gr.E./ '-I " L29 --..... I ___:~_, L292 C92 ~ ~6'l?<9. ~_ ~ "''''Iv. PARCEL 'F' .-- "? ",/)IO,41~' ACRES \.a... ~ -) \Tr;i/~ :'<;>1 81'08'09"E) ,w?",. 173T8.64'}(Rl) (484.T(;j~~'W; lilp- !R11 RECQRDED RIGHT OF WA Y FRQM CAL TRANS "APPRAISAU HA//DCQPY <1;;. ') 1~1g;t~':fg;fJ! MAP' ORA WING NUMBERS A-XI243,1 THRU A-XI243,5 ';;v:" (R2) RIGHT o.F WAY Mo.NUMENT INFQRMATlo.N o.BTAINED FRQM "CALlFo.RNlA .~J>", STATE HIGHWAY MQNUMENT MAPS" DRAWING NUMBERS S-209.9 "?~~ THRo.UGH S-209,14 17" 1/ BASIS OF BEARINGS (SEE SHEET 51! I~~\. TAKEN AS N88"'35'Ot"W. BETWEEN FOUND MONUMENTS DES/GNA TED AS A-535 AND A-539 IN DUBLIN BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 11-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP DRA WING NO. $209.8 TO S209, 14. BEARINGS AND DISTANCES ARE BASED QN THE CALlFQRNlA Co.ORDINA TE SYSTEM, NAD 21. ZQNE 3, TO QBTAIN GRQUND DISTANCES, MULTIPLY BY 1.0001136 BASED QN LATITUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATlo.N OF 900 FT. PARCEL 'U' ~~ -- --- .~.........,\ \ \ \ \ \ \ I i / P:\DraIlllngll'll3024-20 Schaeler Rftnch\An81 M8I>'C3024-fM.dIorg, 11291200711;08:30 AM, Station F, RoIHif'OJ105(lC.1.po3, PIA 0eIiun Reewoes, Inc. E.B.RP.D. SERIES NO.. 98-331664 APN 941,0018-009 ~ ~ j n:00 SCALE: .,.. 200' EBRP.D. SERIES NO., 01-206548 APN 941-0018-008 PARCEL 'A' PARCEL 'U' TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOIlTH, RANGE 1 WEST, MT. DIABLO BASE AND MERIDIAN. CITY OF DlJBLIN ALAMEDA COUNTY, CALIFORNIA ft~ Design Resources.1nc. '7'~ PfMWng. E~. llutwyfng I 400 LEGEND 2700 Ygnaolo V.".y Roed, Suite 100 W.lnut Crtlek, Callfornl. 94598~3462 TEL 192.' 210-9300 DECEMBER, 200tJ @ @ A o o 1lllllll!lll SET CITY QF DUBLIN STANDARD SrREET MQNUMENT STAMPED LS 4246 FOUND STREET MONUMENT DF RECORD AS SHOWN SET I' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT 1" IP TAGGED LS 4246 UPQN COMPLETIQN QF CQNSTRUCTlQN FQR CAL TRANS MQNUMENTS DISTURBED QR DESTROYED LOT LlNE/ RIGHT QF WA Y Mo.NUMENT liNE EASEMENT liNE TRACT BQUNDARY RELINQUISHMENT QF ABUTTER'S RIGHTS: PRIVATE ACCESS PRQHIBITED SQUARE FEET RADIAL MONUMENT TO. MQNUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRQN PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT (PUBLICI WA TER LINE EASEMENT (PUBLIC) DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT GHAD. STORM DRAIN EASEMENT (PUBLIC! GEQLQGIC HAZARD ABA TEMENT DISTRICT STQRM DRAIN EASEMENT (PUBLICI RECORD INFORMA TlQN MAP REFERENCE SF. (RI M-M IT! EV.AE IP P.SE P.AE S.SE W.L.E D.SRS.D. EBRP.D. G.S.D,E. G.H.A,D, S.D,E. IRI! J/QH; FQR LINE ANQ CURVE DATA SEE TABLES SHEETS 10-12 .."._~ D SHEET II OF IS1 PARCELS C, E, F, 0, V C\ ~ <? CURVE DATA CURVE DELTA RADIUS LENGTH CI O'20'2r 8030.00' 47.56' C2 6'24'00' 1570.00' 175.37' C3 13'07'00 109.99' 25.19' C41TI 23'50'24' 599.94' 232.98' C5 14'23'4r 277.00' 69.59' C61R11 111'06'30' 1450.00' 187.24' C71R11 116'41'54'1 11175.00' 1342.44' C81R11 112'24'50'1 11525.00' 1330.42' C91RII 11'50'23'1 11175.00' 137.73' C10lR1I 16'25'39'1 11225.00' 1137.42' Cl11R11 126'02'14'1 1389.00' 1176.78' CI2 59'27'40' 172.50. 179.02' CI3 38'35'04' 237.50' 159.94' C14 26'18'25' 237.50' 109.05' CI5 18'41'01" 219.00' 71.80' CI6 16'17'58' 559.94' 159.29' CI7 3'02'20' 1164.50' 61.76' C18 13'17'34' 1231.00' 285.60' C19 12'24'51' 1469.00' 318.28' C20 19'17"22' 1231.00' 414.44' C21 19'31'4r 1169.00' 398.43 ' C22 12"26'08' 123100' 267.18' C23 11'48'06' 1469.00' 302.58' C24 6'40'34' 1969.00' 229.43' C25 8'18'08' 2031.00' 294.29' C26 25'54'33' 1469.00' 664.28' C27 13'20'13' 1231.00' 286.55' C28 f1'59'12' 1169.00' 244.56' C29 08'33'06' 589.00' 87.91' C30 6'04'5r 277.00' 29.40' C31 1'51'04' 1275.00' 41.19' C32 63'34'11' 46.00' 51.04' C33 12'24'4r 227.00' 49.11' C34 42"52'25' 67.50' 50.51' C35 104'15'20' 25.00' 45.49' C36 31'32'08' 46.00' 25.32' C37 114'35'22' 25.50' 51.00' C38 18'50'16' 127.50' 4192' C39 75'01'44' 46.00' 60.24' C40 34'58'3r 47.00' 28.69' C41 41'27'07' 150.00' 108.52' C42 110'51'32' 255.00' 493.39' C43 25'16'01' 385.00' 169.78' C44 93'37'13~ 46.00' 75.16' C45 62'19'37' 46.00' 50.04' C46 36'00'04' 46.00' 28.90' C47 65'53'33' 47.00' 54.05' C48 3'36'47' 348.00' 21.94' C49 26'51'50' 300.00' 140.66' C50 18'I4'W 170.00' 54.11' C51 7"32'26' 559.94' 73.69' C52 26'51'50" 300.00' 140.66' C53 41'58'41' 96.00' 70.34' C54 69'22'50' 47.00' 56.91' C55 41'41'22' 155.00' 112.78' C56 36'28'25' 220.00' 140.05' C57 31'26'31" 150.00' 82.31' C58 10'52'51' 300.00' 56.97' CURVE DA TA CURVE DELTA RADIUS LENGTH C59 15'51'25' 348.00' 96.31' C60 47"30'09' 388.00' 321.68' C61 29'03'13' 323.00' 163.79' C62 0'27'53' 7970.00' 64.64' C63 2'36'46' 1630.00' 74.33' C64 57"04'47' 25.00' 24.91' C65 50'57'08' 47.00' 41.80' C66 29'03'13' 277.00' 140.46' C67ITI 47"30'09' 434.00' 359.82' C68 25'37'30' 302.00' 135.07' C69 2"59'08' 7970.00' 415.31' C70 1'15'35' 7970.00' 175.22' C711TI 4'14'43' 7970.00' 590.53' C72 6'58'09' 300.00' 36.49' C73 11'10'04" 525.00' 102.33' C74 7"58'3r 1145.00' 159.39' C75 53'49'37' 1295.00' 1216.60' C76 20'04'45' 1285.00' 450.32' C77 08'51'00' 325.00' 50.20' C78 62'02'33' 420.00' 454.80' C79 38'46'43' 46100' 312.01' C80 7"20'48' 461.00' 59.11' C81 13'42'34" 351.00' 83.99' C82 39'01'06' 337.00' 229.50' C83 38'26'48' 275.00' 184.53' C84 2'06'22' 1255.00' 46.13' C85 07"00'19' 485.00' 59.30' C86 23'54'39' 292.00' 12186' C87 14'15'18' 1255.00' 312.24' C881T1 34'50'46' 1110.00' 675.08' C89 0'59'56' 1175.00' 20.49' C90 40'49'18' 342.00' 243.67' C91 110'51'3r 305.00' 590.13' C92 7"34'27' 1229.00' 162.47' C93 13'20'13' 1171.00' 272.58' C94 25'54'33' 1529.00' 691.42' C95 8'18'08' 1971.00' 285.60' C96 6'40'34' 2029.00' 236.42' C97 11'48'06' 1529.00' 314.94' C98 20'14'40' 1171.00' 413.75' C99 10'50'50' 1229.00' 232.68' CIOO 0'51'57' 1229.00' 18.57' CIOl 17"22'W 1171.00. 355.00' C102 44'30'30' 175.00' 135.94' CI03 15'03'52' 425.00' 111.74' C104 7'29'31' 1185.00' 154.95 CI05 17'54'28' 750.00' 234.41' C106 9'48'07' 250.00' 42.77' CI07 23'15'54' 1185.00' 481.17' CI08 37'10'10' 325.00' 210.84' C109 2'43'47' 1145.00' 54.55' C110 02'55'02' 1229.00' 62.57' C111 07'48'32' 1231.00' 167.78' C112 7'22'43' 1185.00' 152.60' C113 2'51'13' 1255.00' 62.51' C114 18'16'36' 275.00' 87.72' C115 8'31'35' 1185.00' 176.34' C203 04'43'13 589.00' 48.52' LINE TABLE LINE LENGTH BEARING LlIR11 164..981 IN62'26'35'WI L21Rl1 157.821 IN77'29'03'WI L31R11 141.271 IN24'46'4rEI L41R1I 136.601 IN79'18'27'EI L51R1I 45.12 IN34'14'51'WI L61R11 1204.101 IN82'39'34 'WI LlIR11 1255.601 IN53'44'OrWI L81RII 1105.071 IN82'18'52'EI L91R11 1170.84/ IN19'51'33'EI LlOIR11 1115.611 IN89'27'07'WI L1fIRll 1154.131 IN24'59'58'W/ L121R11 118.851 IN16'29'43'EI Ll3 145.11 N48'34'13'W Ll4 35.93 N09'59'09'W Ll5 108.23 NI6'19.,6'E Ll6 25.00 N73'40'44'W L17 438.12 N41'19'00'W Ll8 249.89 N32"04'20'W LI9 497.44 N18'05'49'W L20 502.81 N02'20'33'W L21 176.93 N18'35'08'W L22 178.88 NOO'34'07'E L23 338.98 NI9'09'21'E L24 227.56 N84 '55'54'E L25 174.32 N05'04'06'W L26 205.73 NI5'29'10'E L27 816.74 N89'42'48'E L28 573.68 N72'27'4rW L29 299.82 N16'44'06"W L30 565,57 N86'01'3t"E L31 118.45 N90'OO'OO'W L32 238.87 N52"15'21'E L33 145.72 N80'23'31'W L34 338.94 N57'59'05'W L35 234.39 N86'40'56'W L36 479.65 N64'23'41'W L37 48.39 N37'17'05'W L38 4.79 N37"17'05'W L39 146.90 N81'53'19'W L40 293.70 N84 '49 '07'E L41 70.00 N77'56'35'E L42 69.90 NI6'02'59'W L43 103.33 N85'58'05'E L44 75.00 N42'50'36'E L45 31.72 NI4'08'50'W L46 100.99 N89'01'42'E L47 51.55 N54'46'OO'W L48 26.17 N80'21'05'W L49 159.82 N32'36'WE L50 78.12' N52'14'40'W L51 122.48 N60'33'37'W L52 286.34 N53'29'48'W L53 147.69 N43'25'07'WIRI L54 110.01 N49'29'58'W L55 48.86 N36'43'21'E L56 34.15 N22'32'52'E L57 54.22 N24'36'35'E L58 49.44 N19'22'06'E P:\Onlwinga\030:24-20 SohM!er Rard1\An4l Map'il3lJ24..fl.l.tMO,11"812OO711:07:19 AM, Sta/lOn F, AoI+IPDJ1Q5OC..1.pe3, PIA 0eelgI Aeeoufees.Inc. LINE TABLE LINE LENGTH BEARING L59 63.75 Nf1'08'43'E L60 123.11 N01'17'16'W L61 85.55 N05'55'28'E L62 80.11 N08'06'41'E L63 69.82 N13'49'27'E L64 14,14 N31'IO'33'W L65 103.27 N76'10'33'W L66 89.49 N14'19'30'W L67 69.55 N73'50'58'W L68 67.66 N70'39'25'W L69 68.37 N66'27'15'W LlO 215.16 N65'22'47'W Lll 89.26 N75'32'19'W Ll2 84.18 N87'43'39'W Ll3 84.18 N80'02'19'E Ll4 84.18 N67'48'I7'E LT5 84.18 N55'34'WE Ll6 71.94 N51'07'08'E Ll7 143.05 N84'07'08'W Ll8 93.33 N89'55'WW LT9 89.75 N79'53'34'E L80 66.96 N64'47'37'E L81 82.48 NI6'22'53'E L82 50.72 N55'13'51'W L83 41.26 N61'W58'E L84 150.00 N21'26'38'W L85 92.68 N70'54'39'W L86 246.16 NI9'05'21'E L87 87.57 NI7'21'07'E L88 139.83 N18'52'26'E L89 76.76 N09'17"26'E L90 76.55 N02'20'44'E L91 76.37 N03'37'40'W L92 76.33 N09'56'37'W L93 138.76 N16'05'20'W L94 141.75 N22'13'12'W L95 141.75 N29'20'56'W L96 141.75 N36'28'40'W L97 139.35 N43'31'56'W L98 195.03 N46'36'20'W L99 118.87 NOO'30'47'E LlOO 113.58 N28'22'33'E LtOI 123.09 N61'14 '47'E Lt02 100.53 N6I'14'47'E Lt03 30.14 N53'20'35'W Ll04 220.25 N72'10'52'W Ll05 48.49 N68'07'13'E Ll06 36.46 N06'54'30'W Ll07 133.24 N58'15'OrW Lt08 74.44 N47'36'55'W Lt09 87.70 N52'19'51'W L110 53.34 N81'33'23'W L111 67.49 N82'22'35'E Ll12 82.00 N57'44'WE Ll13 24.15 N23'17'51'E L1f4 71.22 N46'55'57'W L1f5 48.42 N75'33'5rW Ll16 141.27 N69'27'35'E TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, MT. DIABLO SASE AND MERlO/AN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ft~ Design Resources. Inc. '71~ ",.""". - En-'-" - Surwytng 2100 Ygnllclo V"IIt1y Road, Suit" 100 WI/nut Creek. C.llfornl. 9"598~3462 TEL (9251 210.9300 DECEMBER, 2006 IRII RECORDED RIGHT OF WA Y FROM CAL TRANS 'APPRAISAU HARDCOPY MAP' ORA WING NUMBERS A-XI243.1 THRU A-XI243.5 IR21 RIGHT OF WA Y MONUMENT INFORMA TlON OBTAINED FROM 'CALIFORNIA STATE HIGHWAY MONUMENT MAPS' DRAWING NUMBERS S-209.9 THROUGH S-209.14 NOTE:: THe CURVC AND UNe TABLCS ON THIS SHeer ReFCR III SHeers 5 THRU 9 ONLY. LINE TABLE LINE LENGTH BEARING L117 37.00 N21'20'57'W L1f8 44.91 N32'01'30'W L1f9 31.10 N22'OO'51'W Ll20 101.68 N26'56'03'W L121 16.35 N49'41'4rw Ll22 74.12 N42'48'32'W L123 73.94 N39'06'26'W Lt24 74.14 N52'08'14'W L125 73.46 N52'56'51'W L126 65.86 N52'08'21'W Lt27 63.94 N52'08'11'W Lt28 61.25 N44'34'20'W L129 62.93 N49'41'35'W Ll30 65.20 N50'09'46'W Ll31 65.94 N5S'24'36"W Lt32 65.97 N55'33'38'W Lt33 66.83 N46'48'34'W L134 24.71 N74'18.33'W L135 167.72 . N25'45'40'W Lt36 102.12 N85'05'5rE Ll37 41.09 N30'IO'09'W Ll38 202.78 N63'43'31'W Lt39 226.02 N70'31'10'W Ll40 89.80 N76'13'45'W Lt41 88.34 N69'35'20'W Lt42 176.74 N56'29'16'W Lt43 88.95 N61'47'01'W Ll44 361.27 N62'37'44'W Ll45 138.09 N72'OO'20'W Ll46 70.49 N16'W49'W Ll47 141,61 NI2"48'07'E L148 86.23 N07'17'23'W Lt49 21.47 N59'37'46'W Ll50 58.41 N26'45'01'E SHEET 10 OF 1S1 \,y.J -c:: LINE TABLE LINE LENGTH BEARING 1151 69.69 N52'46'42"W 1152 168.41 N89'06'33"E 1153 28.40 N68'14'40"W 1154 26.20 N89'06'33'E 1155 20.00 N13'Of'50"E 1156 106.05 N29'04'24"W 1157 14.44 N58'2l'46'W 1158 101.43 NI3'06'09"E L159 37.09 NIB'11'3S"W 1160 103.99 N36'5l'Of"W L/61 153.26 N89'34'09'E L/62 61.78 N86'43'02"W 1163 136.01 N81'26'26'W 1164 38.99 N24"05.42"E 1165 38.84 Nll'54'21"W 1166 186.53 N86'26'15"W 1167 59.33 N89'16'43"E 1168 55.62 N82'23'21'E L/69 82.24 N68'25'34"E 1170 27.22 NOl'05'45"E L171 9.45 N58'4l'48"W 1172 198.39 N62'35'31"E 1173 27.67 Nll'34'09"E 1174 62.15 N68'23'lrW 1175 60.05 N68"33'51'W 1176 65.30 N7l'55'19"W L177 68.42 N76'45'33"W 1178 55.01 N6l'53'19"W 1179 55.28 N62'52'49"W 1180 55.96 N58'05'31"W 1181 50.62 N53 '17'14 'W 1182 19.93 N36'42'46"E 1183 49,36 N54'10'59"W 1184 48.06 N52'52'28'W 1185 51.22 N4l'09'44'W 1186 63.32 N40'20'49"W 1187 52.35 N38'27'15"W 1188 28.26 N65'OI'04"W 1189 111.78 N79'Ol'09"E 1190 69.09 N49'50'35"W 1191 45.43 N52'08'56"W L192 47.98 N79'OO'45'W 1193 228.40 N24'50'46"E 1194 296.60 N53'18'59"W 1195 81.84 N69'52'22"W 1196 133.10 N78'4l'04'W 1197 209.85 N58'28.59"W 1198 185.95 N31'31'01"E 1199 102.67 N15'1l'4rE L200 63.33 N26'03'53'E L201 32.37 N6l'54'56"E L202 19.96 N31'26'31"E L203 1199 NOO'OO'OO'E L204 39.36 NI0'52'51"W L205 76.27 N79'Ol'09'E L206 181.09 N79'Ol'09"E L207 29.98 N69'05'14"E L208 14.42 N01'47'08'E P:\Dra~\03024-20SChaeNIrF\an<;h\FirnlI ~M.6wg.1!2W200711:08;09AM.SIslIonF, Ral-HPDJ1050C-1.pc3, P/AOM9'I Alleouft:elI,1nc. LINE TABLE LINE LENGTH BEARING L209 48.43 N56'44'54"W L210 52.70 N53'42'33"W L211 29.98 N21'12'lrW L212 52.54 N46'45.27"W L213 52.54 N39'48'04"W L214 52.54 N32'50'41'W L215 52.54 N25'53'18'W L216 45.91 N20'14'03"W L217 22.28 N62"16'35"W L218 83.69 N75'40'53'E L219 21.17 N29'50'53"E L220 24.83 N51'07'27"W L221 84.14 N83'12.21"E L222 24.30 N40'04'22"E L223 46.13 N02'55'44"W L224 61.88 N08'OI'28'E L225 64.60 N16'22'26'E L226 87.58 NI5'06'12'E L227 115.45 NW24'22"W L228 22.16 NI8'35'38'E L229 35.85 N60'30'40"E L230 28.11 N18 '35'38 '10 L231 88.88 N71'24'22"W L232 98.15 N81'09'2rW L233 20.51 NI3'OI'42"E L234 53.86 N25'13'29'W L235 58.27 N64'34 '49"10 L236 17.03 N25'25'11'W L237 58.81 N49'46'43'W L238 46.80 N68'05'57"W L239 46.80 N86'25'I2"W L240 55.83 N78'32'50"W L241 53.26 N88'54'02"E L242 145.15 N65'36'42"W L243 151.07 N62'25'29"W L244 94.13 N50'18.18'W L245 4131 N14 '55'44 "10 L246 130.83 N46'28'25'W L247 65.62 N3l'03'21'W L248 52.23 N2l'01'20'W L249 72.44 N31'41'54"W L250 47.35 NI5'43.45'E L251 324.30 N04'43'22"W L252 66.97 NI3'14'04'E L253 125.14 N4l'32'30"WfRI L254 37.06 N72'06'01'W L255 93.23 N71'24'22"W L256 36.66 N26'24'22"W L257 37.02 N14 '35'15'10 L258 33.54 N54'46'00'W L259 57.19 N84'1l'34"W L260 91.76 N82'3l'45"E L261 172.25 N51'38'59'E L262 166.25 N45'18'OrE L263 180.57 N50'15'26'W L264 79.16 N86'52'41"W 1265 73.18 N73'09'43"E L266 73.18 N46'02.00"E LINE TABLE LINE LENGTH BEARING L267 106.06 N20'28'20"E L268 131.24 N55'04'Of"E L269 93.53 NI6'17'18'E L270 213.66 N74'30'24"W L271fR21 f301.131 IN76'12'50"WI L272fR21 f222.751 IN81'06'38"WI L273fR21 f214.441 fN55'2f'20'WI L274fR2) fI23.83) fN70'39'55"EI L275 25.37 N42'16'4rw L276 109.45 N55'04'01'E L211 10.00 N34'55'59"W L278 137.55 N55'04 'OI"E L279 24.00 N34'55'59"W L280 75.18 N03'4l'23'W L281 147.88 N24'1l'20"W L282 170.11 N6l'23'18"W L283 44.14 N81'Of'25'W L284 12.00 N29'26'23"E L285 52.45 N8l'31'02"E L286 14.82 N02'36'25'W L287 108.57 N21'18'14"E L288 114.30 N11'51'30"E L289 19.19 N60'33'3rW L290 82.85 N69'32'02"W L291 52.28 N78'45'23"E L292 239.63 N74'23'20"W L293 143.17 N72'35'23'W L294 113.96 N66'2l'28"W L295 83.82 Nll'04'48"W L296 111.09 N16.03'14~E L297 13.26 N44'40'53"E L298fRl1 f2.43) IN53'16'10"EI L299fRl1 (704) IN2l'13'56'E) L300fT) 211.54 N24 '17'20"W L301 58.46 N84'49'orE L302 54.55 N52'46 '22 "E L303 96.83 N85'05'52"E L304 39.92 N25'45'40"W L305 59.19 N64'14'20"E L306 63.74 N34 '24 '54"W L307 64.01 N22'14'53'W L308 125.88 N20'4o'SrW L309 63.01 N19'3f'36"W L310 63.63 Nl1'39'33"W L311 59.37 N05"46'22"W L312 59.10 N01'26'35'E L313 60.00 N04'43'05"E L314 64.68 NI6'29'20'E L315 62.08 N19'48'4rE L316 60.17 N30'26'26"E L317 124.26 N44'32'49"E L318 53.16 N59'02'OrE L319 52.35 N84'32.56'E L320 56.16 N69'49'48"W L321 65.09 N68'21'43"W L322 71.53 N58'25'44"W L323 67.27 N7l'20'14"W L324 71.95 N6l'31'42"W TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 " 4, TOWNSHIP 3 SOUTH, RANGE 1 !WST, MT. DIABLO BASE AND MERIDIAN. CITY OF DlIBUN ALAMEDA COUNTY, CALIFORNIA I'!t.da Design Resources" Inc. '71~ PIMlttIng · EII(JIIn-'ntl · Burwylng 2700 Ygn'o!o Valftly Ro.d, SuIte 100 W.lflUf Crtltlk. C.llfornl. 94598~34B2 TEL f925} 2'0"9300 DECEMBER, 2006 IR1) RECORDED RIGHT OF WA Y FROM CAL TRANS "APPRAtSAL/ HARDCOPY MAP" ORA WING NUMBERS A-XI243.1 THRU A-XI243.6 IR21 RIGHT OF WA Y MONUMENT INFORMA TlON OBTAINED FROM 'CALlFORNIA STA TE HIGHWA Y MONUMENT MAPS' DRA WING NUMBERS S-209.9 THROUGH S-209.14 LINE L325 L326 L327 L328 L329 L330 L331 L332 L333 L334 L335 L336 L337 L338 L339 L340 L341 L342 L343 L344 L345 L346 L347 L348 L349 L350 LINE TABLE LENGTH 39.29 38.69 66.25 57.32 100.99 70.00 63,84 90.11 151.30 389.60 112.40 198.59 99.03 26.17 52.87 90.20 28.28 16.75 1.28 1.30 99.15 94.68 44.60 167.47 63.66 51.22 NOTe: TIlE CURve AND UNE TABLCS ON TIllS SHEer REfeR TO SHCCTS 5 TllRU 9 ONLY, BEARING N55'16'26"W N79'3f'24"W N70'59'12"W N45'43'26"W N89'Of'42"E N7l'56'35"E N8l'40'43"E N86'40'56'W N84'49'orE N01'3l'01"E NI8'35'38"E N53'OI'55"W N73'23'49"E N06'13'orE N52'56'01'E N34'32'29"W N63'35'38"E N61'14'3rW N23'57'40"E N23'5l'40"E N71'24'22'W N26'05'09"WIRI N53'OI'55"W N65'08'21"E N24'17'20"W N52'56'01"E r) SHEET 11 OF 61 :] d~ ~< "':~ ~) CIIRYE DATA CIIRYE DELTA RADIUS LENGTH C513 21'32'28' 700.00' 263.17' C514 64'03'01' 550,00' 614,84' C515 31'56'10' 800.00' 445.91' C516 47'06'12' 600,00' 493.27' C517 31'11'18' 1200,00' 653,21 C518 fS"33'OfM 1300,00' 352,83' C519 81'43'08' 161.50' 238.90' C520 18'50'16' 227.50' 74,80' C521 72'05'1r 250.00' 314.54' C522 32'20'16' 950.00' 536,18' C523 35'02'59' 350,00' 214.11' C524 113'58'21' 100.00' 198,92' C525 25'36 '3 r 585.00' 261.49' C526 90 '04 'Ir 200,00' 314,41' C527 102'17'33' 120,00' 214.24' C528 69'52'26' 250.00' 304,88' C529 17'17'04' 1000,00' 301,67' C530 27'30'56' 450.00' 216.11' C531 83'59'01' 305.00' 447,07' C532 13'53'23' 325.00' 78.79' C5331TI 59'54'32' 325,00' 339.83' C534 118'21'22' 280,00' 578.40' C535 44'57'39' 500.00' 392,36' C536 40'49'01' 100.00' 71.24' C537 66'41'10' 200.00' 232.78' C538 25'07'55' 50.00' 21.93' C539 11'27'33' 500,00' 100.00' C540 85'43'54' 75.00' 112,22' C541 53'16'53' 75.00' 69.75' C5421TI 04'59'11' 925.00' 80.50' C543 26'52'31' 305.00' 143,06' C5441R11 104'29'19'1 1650.00' 150.92' C545 03'48'24' 389,00' 25.84' C5461T! 61'14'43' 28.00' 29.95' C5471TI 20"14'40" 1231.00' 434.96' C5481TI 13'16'19' 589.00' 136.44' C5491T! 02'03'59' 8030.00' 289.60' C5501T! 15'54'18" 1185.00' 328,95' C5511TI 17.06'32" 1255.00' 374.74' C5521TI 10'29'29' 1229.00' 225,04' C5531TI 17'41'50' 1175,00' 362,93' C5541TI 67'15'10' 29.00' 34.04' C5551T! 07'10 '00' 775,00' 96.94' C5561TI 12'18'06' 525.00' 112.72' C5571TI 07'22'00' 825.00' 106,07' C5581T! 15'03'52' 375,00' 98.59' C5591TI 13'55'56' 225,00' 54.71' C550 63'38'10" 58.00' 64.42' C5611T! 10'46'13' 475.00' 89.29' C5621T! 08'40'30' 475.00' 71,92' C5631TI 02'17'03' 1225.00' 48,84' C564 17'35'4r 434,00' 133,29' C565 29'54'21' 434.00' 226.53' LINE TABLE LINE LENGTH BEARING L351 257,54 N32'36'11'E L352 387.69 N53'29'48'W L353 268,82 N05'21'48'E L354 225.25 N65'22'4l'W L355 i19,11 N70'54'39'W L356 149,87 N46'19'20'W L357 36.97 N02'53'I2'W L358 97.95 N28'22'33'E L359 81.24 N53'20'35'W L360 272.92 N72'10'52'W L361 278,45 N52'19'51'W L362 120,32 N55'34'53'E L363 219.09 N09'16'06'E L364 443.16 N51'07'45'W L365 103.48 N25'45'40'W L366 402.71 N70'3t'10'W L367 810,37 N62'31'44'W L368 111.52 NI2'48'OrE L369 186.45 N06'51'14'W L370 750,56 N86'26'15"W L371 435,57 N59'50'23'E L372 147.63 Nll'34 '09 'E L373 233,03 N50'36'49'W L374 145,58 N79'07'09'E L375 126,22 N24'50'46'E L376 327.72 N53'18'59'W L377 192,03 N78'47'04'W L378 291,95 N58'28'59"W L379 370.21 N31'31'01'E L380 366.06 N52'08'02'W L381 18,06 N21'01'WE L382 465.44 N68'58'49'W L383 128.64 N57'21'09'E L384 136.08 N21'04'24'E L385 209.53 N05'23'49'E L386 196.15 Nl0'42'I2'W L387 31.52 N88'53'09'W L388 160,21 N74'14'09'W L389 135,39 N88'22'02'W L390 118.17 N60'33'3l'W L391 32.32 N55'Ol'21"W L392 242,64 N72'09'16'W L393 285.89 N66'47'58'W L394 195,27 N42'26 '34 'W L395 179.91 N34 '25'51'W L396 155,35 N19'51'22'W L397 56.80 N48'13'51'W L398 19,95 N04'31'22'E L399 133,10 N78 '47'04 "W L400 81.84 N69'52'22'W L401 33.17 N81'43'39"W L402 115.29 N15"17'4,"E L403 141.07 N47'47'33"W L404 160.55 N55'53'58"W L405 34,86 N70 '59 '32"E L406 91,98 N61'12'0l'W L407 30,00 N08'16'21'E L408 75,95 N81'43'39'W L409 279,58 NI5'17'4l'E TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, MT, DlASLO BABE AND MERIDIAN. CITY OF DUBLIN ft~LA:;;:"U;::;:;;;~ Inc. '7'~ PlannIng · EngInHrtng · Surwylnl1 2700 Ygnaolo Valley ROld, Suit. 100 W.lnut Cr.ek. O.Nfornl. 94698-3462 TEL (925J 210-9300 DECEMBER, 2008 IR11 RECORDED RIGHT OF WA Y FROM CAL TRANS "APPRAISAU HARDCOPY MAP' ORA WING NUMBERS A-XI243.1 THRU A-X1243,5 IR21 RIGHT OF WAY MONUMENT INFORMATION OBTAINED FROM 'CAL/FORNlA STATE HIGHWAY MONUMENT MAPS' DRAWING NUMBERS S-209.9 THROUGH S-209.14 NOTe: THE CURVE AND UNE TABLES ON THIS SHEET RErER ro SHEETS $ THRU 9 ONLY. SHEET 12 OF 61 0-'- P;'Drawlngl103024-20&:hee(erf\anctl\Fln8l M8p\03()U.fMAwg, 1/2912(y;f! 11:08:Sl)AM,StllllonF, floI~1050C-1.pc3, PfAo.ign ~ Inc. ---" 07-- ..(:) CIIRVE DA TA CIIRVE DATA CIIRVE DA TA CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH Cl 12'16'53' 277.00' 59.37' C17 20'04'45" 1285.00' 450.32' C360 19'02'15' 210,00' 69.78' C2 15'30'41' 277.00' 74.99' C19 12'08'55" 1255.00' 266.11' C416 6'04'52' 277.00' 29.40' C3 12'22'10' 271.00' 59,80' C20 1'58 '32' 1145.00' 159.39' C417 14'23'42' 277.00' 69,59' C4 1'24'46' 1275.00' 31.44' C22 53'49'38' 1295.00' 1216.60 C4181T! 60'38'1r 277.00' 293.16' C13 1'31'19' 1325.00' 35.19' C356 36'07'55' 110,00' 69,37' C4191T! 60'54'19' 219,00' 232.80' C14 42'07'12' 219,00' 160.99' C357 31'44'34" 300.00' 166.20' C15 18'47'07' 219,00' 71.80' C358 26'06'17" 270.00' 123.02' C16 2'43'4r 1145.00' 54.55' C359 21'20'2r 140,00' 52,15' SEE SHEET U N88'08'24'WIRJ 116 1/,946 :i: SF N89'39'43"W 134.43' :l ... III ii III C/) \ , ~.~~\ \V \ .-<:) %~ <"<l'~ '%,<' 0. ~ '" -;>.- ~ N36'30'12'E 14.49' PARCEL 'j' V>~~.?.,.. a--S-V'~ SEE SHEET 7 O? ~ ;.. PARCEL 'B' SEE SHEET 8 P:\Orawlr1g$\03024-20 SchaeferRanet1\FinIJl Map\03(l24-FM.dwg. 112912OO711:08:48AM,SlalkYIF,RoII-HPOJ1060C-t.pc3,P/ADes9l Retoun::es,Inc. CENTERL/NE OF 20' WIDE E.B.RP,D, TRAIL EASEMENT, E.V,A.E. & PRIVATE ACCESS EASEMENT IN BENEFIT OF PARCEL 'A' PARCEL 'lj' SEE SHEET 6 ~ ~ I r-nO SCALE: r. 50' ... ... ... III ii III CI) TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ft~LA:::;U;::;:;;: Inc. '7'~ PlannIng · EngInHrtng .8<H..ytng I 100 2700 Ygn'cfo V,JJtJy RO.d, Suite 100 W./nut Cresk. C.llfornl. 94698.3462 LEGEND III1II1 j 1111 S,F. IRJ M-M (T) EV.A.E. IP P.S.E. P.A.E S.S.E. W.L.E, D.S.R.S.D, E.B.RP.D. G.S,D.E. G.H.AD, S.D.E. IR1J TEL (925) 210-9300 DECEMBER, 2008 @ @ '" o o SET CITY OF DUBL/N STANDARD STREET MONUMENTS~MPEDLS4U6 FDUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR ANO CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR OESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CJ OUBL/N SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G.H,A.O. STORM DRAIN EASEMENT IPUBLlCJ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE J!QH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET, BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI"W, BETWEEN FOUND MONUMENTS DESIGNATED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEOA COUNTY RECOROS AND FROM THE S TATE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209, 14. BEARINGS AND OISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 31'42'15' NORTH AND ASSUMEO AVERAGE ELEVA TION OF 900 FT. SHEET 13 OF 61 Cr c c;-. ,-y ~ LENGTH 151.52' 144,13' 372.47' 34.04' A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, 128.26' MT. DIABLO BABE AND MERIDIAN. 10,00' CITY OF DUBLIN 31.19' ALAMEDA COUNTY, CALIFORNIA ~ ftJ. Design Resources" Inc. '71Jt Plllllnlng. EngInHrtng. S-1Ini1 2100 Ygnilclo V.llt1y ROMd. Sultfl 100 ~ W.fnut Cr.ek, a.lffornl. 94598.3462 'P---<1"""'"'1 I ~ 0 25 50 100 ~ SCALE, ,.. lJO' LEGEND CURVE DATA CIIRVE DATA CIIRVE DATA CIIRVE DA TA CIIRVE DATA CIIRVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH ClIRVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS C5 4'12'04' 1275,00' 93.48' C25 0'52'02' 975.00' 14.76' C192 29'20'02" 46.00' 23.55' C355 0'28'32" 1275.00' 10.58' C4651TI 8'28'11" 1025.00' C6 3'56'31" 1275,00' 87.12' C26 4'28'5r 975,00' 76.28' C193 51'20'46' 46,00' 41,22' C361 25'51'35' 385.00' 173.77' C4661T1 8'28'11" 975,00' C7 3'55'49" 1275,00' 87.46' C27 3'07'12" 975.00' 53.09' C194 47'36'49' 46,00' 38,23' C362 15'44'30" 270,00' 74.18' C5101T1 62'24'03' 342.00' C8 1'51'04' 1275.00' 41.19' cn 3'49'53' 1025.00' 68.54' C195 57'50'53' 46,00' 46,44' C363 85'48'41" 50.00' 74.88' C5711T! 67'15'10' 29.00' C9 3'35'51' 1335.00' 83.82' C72 0'34'53' 1025,00' 10.40' C196 42'59'09' 46.00' 34.51' C364 164'11'2r 38.80' 111.19' C597 18'36'14' 395,00' Cl0 3'39'50' 1325.00' 84.73' C90 21'34'45" 342.00' 128.80' C197 18'07'31' 46.00' 14.55' C4201T! 15'48'45" 1275.00' 351.87' C601 00'26'58' 1275.00' C11 3'26'32" 1325.00' 79.61' C100 6'34'30' 395.00' 45.33' C198 3'38'55' 148.00' 9.42' C4211T! 12'12'54" 1325.00' 282.48' C602 01'24'05' 1275.00' C12 3'35'13' 1325.00' 82,95' C189 62'24'58' 102.00' 111.11' C199 15'23'36' 148,00' 39.76' C4411T1 247'15'10' 46.00' 198.51' C22 53'49'38 1295,00 ' 1216.60 Cf90 16'54'00' 29.00' 8.55' C200 15'23'36" 148,00' 39.76' C442(TJ 62'24'58' 148.00' 161.23' C24 8'31'35' 1185,00' 176.34' C191 50'21'10' 29,00' 26.49' C201 14'39'48' 148.00' 37,88' SEE SHEET 22 t'l ... III ii III II) PARCEL 'L' SEE SHEET 8 S.F, IRI M-M IT! EV.A.E IP P.S.E. P.A.E S.S.E. W.L.E D.S.R.S.D. E.8.R.P.D. G.S.D.E. G.H.A.D. S,D.E. IR1! " " :l" ... ~~ II)~"". !II "" III t,. ~"'-~ 't" .~. ~ ~ "i. 3:: l-.,_ "'''' ~~ c '" J/QH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'0I'W. BETWEEN FOUND MONUMENTS DESIGNA TEO AS A-535 ANO A-539 IN DUBLIN BLVD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS i" ~- - '" ,,!!'" ;, It'j ",<<> '" '" "- L;J"- (.)ltJ Q:::13i Q:~ 115 13,061 :i: SF N88 '08'24 'WIR! 142.77' N88'14'5rWIR! 107.17' I I SEE SHEET 13 P:IDrawinQB'D3024-20 SctIaeIer Ranch'F1I"8I MapI03Q24-f'M.dwO. 1t29r'200711 ;11:05 AM, $IatIon F, FloI-HPOJ1050C-1.pc3, PIA De$gn Reeouroes, !no. TRACT 6765 SCHAEFER RANCH TEL (925) 210-9300 DECEMBER, 2008 @ @ " o o SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET I" IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYEO LOT L/NE/ RIGHT OF WAY MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS: PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT r IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/C/ WA TER L/NE EASEMENT IPUBL/C! DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D, STORM DRAIN EASEMENT IPUBL/C! GEOLOGIC HAZARD ABA TEMENT OISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TlON MAP REFERENCE c SHEET 14 OF 61 .( C) .." 0--) ""'-') CIIRVE DA T A CURVE DATA CIIRVE DATA CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH C28 3'16'00' 285.00' 16,25' C49 7'09'33" 227,00' 28,36' C423(T} 67'47'18' 235.00' 278.04 ' C29 12'57'52" 285.00' 64.49' C50 5'16'07" 475.00' 43.68' C561(TI 10'46'13' 475.00' 89,29' C30 12'14 '02" 285,00' 60,85' C65 10'55'29' 425.00' 81.04' C576 48'33'11' 40.00' 33.90' C31 12'14'02" 285.00' 60,85' C66 24'32'02" 235,00' 100.63' C5l7 04'51'44' 550,00' 46.67' C32 12'14'02" 285.00' 60.85' C67 25'40'45' 235.00' 105.32' C33 12'14'02" 286.00' 60.85' C68 17'34'30' 235.00' 72.08' C34 2'37'20" 285.00' 13.04' C69 0'25'25' 1025,00' 7,58' C35 5'30'06" 475.00' 45.61' C70 3'38'00' 1025.00' 65.00' C36 5'16'07" 475.00' 43.68' C366 51'14'39" 120,00' 107,33' C37 3'01'57" 273,00' 14.45' C3671T1 117'56'20' 40,00' 82,34' C38 15'14'27" 273,00' 72.62' C4221T! 67'47'18' 285.00' 337,19' SEE SHEET 16 PARCEL 'V' SEE SHEET 9 \ \ \ \ I \ \0. ~~ ~~ \* 90.08' 143.05'ITJ 84.18' N81'43'39"W CENTERL/NE OF 20' WIDE E.B.RP,D. TRAIL EASEMENT, E V,A.E. & PRIVA TE ACCESS EASEMENT IN BENEFIT OF PARCEL 'A' '- '-. '- '- ',.'-... '- '-. '- '- '- TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO SASE AND MERIDIAN. CITY OF DUBLIN ~ ft~LA:;;:;~::;:;;: Inc. "7'~ PlMIIIIntI · EngInHrtng . SurwlyIng I 2700 YQflaolo v.ney Road, Suits 100 Walnut Cr.ek. California 94598-3462 TEL 1926} 210-9300 'n I DECEMBER, 2008 b 25 50 100 SCALE: r. 50' LEGEND III (Ill II! II SF, IR! M-M ITJ EV.AE IP P,S.E. P,A.E. S,S.E W.L.E, D.S.R.S.D. E.B.RP,D. G.5.D.E. G.H.AD. S.D.E. IRI! @ @ l> o o SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8" REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NQUlSHMENT OF ABUTTER'S RIGHTS: PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.AD. STORM DRAIN EASEMENT IPUBLlCI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TlON MAP REFERENCE PARCEL 'j' SEE SHEET 7 1/QH; FOR LINE AND CURVE DATA SEE TABLE THIS SHEET. SASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A.535 AND A-539 IN DUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP ORA WING NO. S209.8 TO S209.14. BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNIA COORDINATE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMEO AVERAGE ELEVA TlON OF 900 FT. I / ; / ; //; SEE SHEET "1 PARCEL 'lj' SEE SHEET 6 P'\Dmwillgs\ll3024-20 SehaelerRllflCh\F~ Map\03024-FM.1tNg. lf2912O(f711:12:30AAt, SIallon F, Rl*HPOJ10s0c-l.pc3, PIA Oeslgn Reeouroee.lnc.. SHEET 16 OF 61 \-' J:J ,~ .c../) CURVE DATA CURVE DATA CIIRVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH C91 40'49'18' 342,00' 243.67' C154 0'29'25' 425.00' 3.63' C92 IfO'S1'3r 305,00' 590.13' C186 6'06'10' 375.00' 39,94' C96 110'51'32' 255.00 ' 493,39' C187 8'44'55' 375.00' 57.26' C97 25'16'01' 385.00' 169.78' C188 6'17'15' 375.00' 41.15' C98 13'18'33' 385,00' 89.43' C4381TI 38'34'33' 385.00' 259.21' C99 12'01'44' 395.00' 82.93' C4391T! 21'44'03' 425,00' 161.22' C150 3'45'38' 425.00' 27,89' C440fT} 21'08'20' 375,00' 138.35' C151 5'48'48" 425.00' 43,12' C5101T! 62'24'03' 342.00' 372.47' C152 S'S1'3r 425.00' 43,47' C597 18'36'14' 395.00' 128.26' C153 6'48'36' 425.00' 43,10' PARCEL 'lj' SEE SHEET 6 PARCEL 'f' SEE SHEET 7 TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DlASLO BASE AND MERIDIAN. ~ CITY OF DUBLIN 'It ft~LA;UN;::;:;;: Inc. "7'~ PfMmfnt1 . Eni1/nHrlni1 . SurtflyIng j 2700 YQfJaolo V,fley ROld, Suite 100 WI/nut Crtlek. O,I/fornl. 94598-3462 TEL (926) 210~9300 r---- r-1 I DECEMBER, 2008 o 25 50 100 BCALE: .,... 60' LEGEND 1111111111 j I S,F. IRI M.M ITI E.V,A.E. IP P.S.E. P.A.E. S.s.E. w.L.E. D.S.R.S,D. E.B.R'p,D. G.S.D,E. G.H.A.D, S.D.E. IR1! @ SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET I' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT LlNE/ RIGHT OF WAY MONUMENT L/NE EASEMENT LINE TRACT BOUNDARY REL/NOUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CI DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D, STORM DRAIN EASEMENT IPUBLlC/ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TlON MAP REFERENCE @ '" o o JJQIE; FOR LINE AND CURVE DATA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'01'W, BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEOA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNiA HIGHWA Y MONUMENT MAP ORA WING NO. S209.8 TO S209, 14. BEARINGS AND OISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUNO DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LATITUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT. PARCEL 'V' SEE SHEET 9 '0' SEE SHEET 9 P~wlng$\0302-4-20 $eha$ter Ranoh\FIn8I MapIm024-FM.dwg, 112912007 11:13:<10 AM, SWItlon F. ftoll.HPOJ1ll5lJC.T.pc3, PIA DeeIgn A85ouI'Q88, Inc. .-- SHEET 1t$ OF 61 0' oJ 0-9 ~--------_.... oJ 0<:) CIIRVE DATA CIIRVE DATA CIIRVE DA TA CIIRVE DATA CIIRVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH C39 14'57'38' 273.00' 71.28' C47 19'15'05" 221.00' 76,27' C61 9'36'39' 475.00' 79.54' C4251TI 57'35'56' 273,00' 274.44' C40 12'28'15" 273,00' 59.42' C48 12'24'42" 227,00' 49.17' C62 0'36'30' 475.00' 5.04' C4261TI 38'49'20' 227.00' 153.81' C41 11'53'40' 273,00' 56.67' C5l 3'24'23' 475,00' 28.24' C63 8'21'48' 425.00 ' 62.04' C4271T1 30'27'10' 425.00' 225.89' C42 28'11'24' 46.00' 22,63' C52 2'23'30' 525.00' 21.91' C64 11'09'53' 425.00' 82.82' C4281T1 32'02'04' 475,00' 265.58' C43 63'34'11" 46.00' 51.04' C53 6-50'15" 525,00' 62.65' C384 9'31'40' 56.00' 9.31' C4291T1 32'02'04' 525.00' 293,53' C44 114'33'5r 46.00' 91,98' C54 6'50'15' 525.00' 62.65' C385 7'58'57' 619.24' 86.27' C5621T! 08'40'30' 475.00' 71.92' C45 31'51'37' 46,00' 25.58' C55 6'50'15' 525.00' 62,65' C386 2'52'33' 575.98' 28.91' C607 06'19'17" 227.00' 25.04' C46 76'57'45' 29,00' 38,95' C60 9'35'39' 476,00' 79.54' C4241T1 238'11'09' 46,00' 191.23' SE,E HEET 18 SEE SHEET IS \ I ' h__WMJ1>-::.-::.-::, \ 95 '::;--~B3'i8'30'EIRJ jl: \ \ \ _ _ _ e I \ f"). ~~ C55 b::;: 34~:-> N87'45'08'EIR ~ l" I I "'~ 7,963 :i: SF ~ ~ <: ::J e '" '" ~o I N89'41'15"WIR! ~~ ,""( <0 >- >- <0- I 115.70' IN88 '38'34 'EIR! eN --.It::: ij~ ~~ W'" >- ~i)j e I l" I <.>" -..ll::: <: " i <.J'" fg:"'t L-€J ~i)j 0:::1::: 0:::1::: ~~ ::"('" ::"('" I N89'35'01'WIR 0:::1::: 0..: ~ ::"('" 0..: I 0..: 25' E. V.A.E, 93.33' N89'55'11"W P:\Orawlngll\0302..w!O SC/lalMr RanehlFlnal Map\D3024-FM./Mg, '/29I2OO711;1~:1I6 AM, Slaticw1 F, AolI.tif'OJla;QC.1,pc3, PIA 0e8lg0 ~.lnc. TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. Crry OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ft~ Design Resource~ Inc. "7'~ PlannIng · EngInHrtng . Surwylng j 2700 Ygn.olo V,Hey Road, Suit. 100 W./nut Cretlk, C.II/aml. 94598-3462 rEL (926) 210-9300 I r-1 I DECEMBER, 2006 o 25 50 100 BCALE: 1". 50' LEGEND ! 11111 III II 1 II) ... ~ II) III II) SF. IRI M-M IT! E.V.A.E. IP P,S.E. P,A.E, S.s.E. W.L.E. D.SRS,D. E.B.R'p,D, G.S.D.E. G.H.A.D, SD.E. IR11 @ @ '" o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LO T L/NE/ RIGHT OF WAY MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY REL/NOUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBL/C SERVICE EASEMENT PRlVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT IPUBL/C! DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G,H.A.D. STORM DRAIN EASEMENT IPUBLlCI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TION MAP REFERENCE '" - ... ."" "''' ~~ _e c <: J/QIf; FOR LINE AND CURVE DA TA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'01'W, BETWEEN FOUND MONUMENTS DESIGNA TEO AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUN7Y RECORDS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRA WING NO. S209.8 TO S209, 14, BEARINGS AND D1S T ANCES ARE BASED ON THE CAL/FORNlA COORDINATE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUNO DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 31'42'15' NORTH AND ASSUMED AVERAGE ELEVA nON OF 900 FT. SHEET 17 OF 61 cY ~) CURVE DATA CURVE DATA TRACT 6765 CIIRVE DELTA RADIUS LENGTH CIIRVE LENGTH CIIRVE DELTA RADIUS LENGTH C56 6'50'15' 525.00' 62,65' C84 71.27' C4311T1 0'04'03' 1025.00' 537.89' SCHAEFER RANCH C57 2'17'34' 525.00' 21.01' C85 71.27' C4371TJ 70'02'18' 150,00' 183,36' C58 2'38'38' 475,00' 21.92' C86 lI.2l' A PORTION OF SECTIONS 3 " 4, TOWNSHIP 3 C59 9'35'39' 475.00' 79,54' C87 71.27' SOUTH, RANGE 1 IWST, C73 3'00'01' 1025.00' 53.68' C88 71.27' ~ ... ......0 BAS< AltO ......... C14 3'33'52" 1025,00' 63.77' C89 64,22' CITY OF DUBLIN C75 3'33'52' 1025.00' 63.77' C92 590.13' ALAMEDA COUNTY, CALIFORNIA C76 3'33'52" 1025,00' 63,77' C93 122.24' p;A Design Resources, Inc. Cll 3'33'52" 1025.00' 63.77' C96 493,39' ~ C78 3'33'52' 1025.00' 63.77' C387 155,61' PlannIng . EngInHrtng . Surwytng C79 3'33'52' 1025,00' 63.77' C388 629.31' I 2100 Ygfl.OJO V.lley Ro.d, SuIt. 100 C83 4'14'23' 975,00' 72,15' 511.66' W./nut Cr.ek. O"lfornl. 94598-3462 TEL 192$1 210-9300 ~ I DECEMBER, 2008 o 25 50 100 SCALE: .,... 60' LEGEND @ @ '" o o I! ill i 1II1 j I SF. IR! M-M ITJ E.V.A.E. IP P,S.E. P.A.E. S.s.E. W.L.E. D.S.R.S.D. E.B.R.P.D. G,S.D,E, G.H.A.D. S.D.E. IR1! PARCEL 'lj' SEE SHEET 6 PARCEL 'lj' SEE SHEET 6 SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LO T L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS: PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENC Y VEHICLE ACCESS EASEMENT l' IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/C! WA TER L/NE EASEMENT IPUBL/C! DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D, STORM DRAIN EASEMENT IPUBLlCI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlC! RECORD INFORMA TlON MAP REFERENCE H!2H; FOR LINE AND CURVE DA TA SEE TABLE THIS SHEET, SASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI'W, BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VO. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS AT PA GES 71-84, ALAMEOA COUNTY RECOROS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRA WING NO. S209.8 TO S209, 14. BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TIPL Y BY 1.0001136 BASEO ON LA TITUOE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT. P,'QrI.wlngalO3024-20~Ranch\Anal~.dw;,112912OCl711:15:59AM,StallorIF,fIolI.Hf'OJ10B0C".pc3,Pf^o.elWl~,1nl:. SHEET 18 OF 61 o v"\ dQ,. ~ CIIRVE DATA CURVE DA T A CIIRVE DELTA RADIUS LENGTH CIIRVE DELTA RADRlS LENGTH C79 3'33'52" 1025.00' 63.77' C148 3'24'06' 1175,00' 69.76' C80 3'33'52" 1025.00' 63.77' C149 1'50'01' 1175,00' 37.60' C81 2'06'58' 1025.00' 37.86' C388 30'57'01' 1165.00' 629.31' C82 1'06'45' 975.00' 18.93' C389 41'07'Or 87,50' 71.96' C93 70'02'18' 100.00' 122.24' C390 27'51'46' 87,50' 42.55' C94 28'35'11" 150.00' 74,84' C4331T1 6'11'00" 1175,00' 126.81' C95 41'27'07' 150,00' 108.52' C4371TJ 70'02'18' 150.00' 183.36' C101 5'10'24' 1023.00' 92.37' C112 5'39'55' 971.00' 96.60' C11l 2'09'42" 1225,00' 46.22' ; "- III ii III lIJ PARCEL 'lj' SEE SHEET 6 ~ '" .... 'j' i:;j '" PARCEL !j! (J 0) SEE SHEET 7 Cl::: it: ~ 0) 88 , SEE SHEET 18 P:IDnlwIngaI03lJ24.2OS<:l1M4erRancll\FlnalMap\03024-FM,dwg, 112912OO711:17;!S8AM, St:alkwlF, RalI-HPOJ106C:lC-1.pc3, PIA Oeaign l'IelIounle8, lI'lc. TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftJ. Design Resources. Inc. .. '7'~ PlannIng - Eni1/tlHrlni1 - Surwylng j 2100 YI1".oJo V.Jltty Road. Suit~ 100 Walnut Cr..k. Callfornl. 94598-3462 TEL (925) 210.9300 ~ I DECEMBER, 2006 o 25 50 100 SCALE: ,.. SO' LEGEND 11111\llll j I SF. IRI M-M ITI E.V,A.f. IP P.S.E. P,A.E. S.S.E. WL.f. D.S.R.S,D. E.B.R.P.D. G.S.D.E. G.H.A.D. S.D.E. IRII @ SET CITY OF DUBLIN STANDARD STREET MONUMENTS~MPEDLS4U6 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT 1" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DIS TURBED OR DES TRO YED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NQUISHMENT OF ABUTTER'S RIGHTS: PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/C! WA TER LINE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G,HA.D, STORM DRAIN EASEMENT IPUBLlCI GEOLOGIC HAZARD ABA TEMENT OISTRlCT STORM DRAIN EASEMENT IPUBLlC! RECORD INFORMA TlON MAP REFERENCE @ '" o o .NQH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. SASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'OI"W. BETWEEN FOUNO MONUMENTS OESIGNA TEO AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEOA COUNTY RECORDS AND FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP ORA WING NO. S209.8 TO S209.14, BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COOROINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1,0001136 BASED ON LA TlTUOE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT, SHEET 18 OF 61 0 (J'\ q a'" ~ CURVE DATA CIIRVE DATA CIIRVE DATA CIIRVE DATA TRACT 6765 CURVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH Cl01 5'10'24' 1023.00' 92,37' C113 42'52'25' 67,50' 50.51' C126 46'06'20' 29.00' 23,34' C404 79'24'6r 25.50' 35.34' SCHAEFER RANCH Cl02 0'37'55' 1023.00' 11.28' C114 104'15'20' 25.00' 45.49' C127 3'15'53' 925.00' 52.71' C405 18'50'17' 152.50' 50,14' C103 45'07'13' 29.00' 22,84' C115 114'35'22" 25.50' 51.00' C144 3'44'3r 975,00' 63.70' C4321T1 24'15'or 975.00' 412.69' A PORTION OF BECTIONS 3 a 4, TOWNSHIP 3 Cl04 44'58'30' 46,00' 36.11' C116 18'50'16' 121.50' 41.92' C145 3'44'36' 975,00' 63.70 ' C4361T! 272'11'35' 46.00' 218.53' ~ SOUTH, RANGE 1 IWST, Cl05 49'21'18' 46.00' 39,62' C117 2'09'42' 1225.00' 46.22' C146 0'24'44' 975.00' 7.01' C4671TI 11'19'57' 925.00' 182,96' MT. DlASLO BASE AND MERIDIAN. C106 31'32'08' 46.00' 25.32' C118 0'07'21' 1225.00' 2.62' C147 0'56'54' 1175.00' 19.45' C5421T! 04'59'11" 925.00' 80.50' CITY OF DUBLIN Cl07 46'03'26' 46.00' 36.98' C119 1'32'00' 925.00' 24.75' C148 3'24'06' 1175.00' 69.76' C5631T1 02'17'03' 1225.00' 48.84' ALAMEDA COUNTY, CALIFORNIA Cl08 43'01'00' 46.00' 34,54' C120 3'27'11' 925.00' 55.75' C389 47'07'07' 87,50' 71.96' C596 05'48'19' 1023.00' 103,65' p;A Design Resources, Inc. C109 57'15'12" 46.00' 45,91' C121 46'06'20' 29,00' 23,34' C390 27'51'46' 87,50' 42.55' C605 14'00'19' 123.67' 30.23' ~ ClIO 47'10'48' 29,00' 23,88' C122 57'51'33' 46.00' 46,45' C391 61'12'58' 92.50' 98.83' C606 14'00'19' 148.67' 36.34' PlannIng . EngInHrtng . Burwylng em 5'39'56' 977.00' 96,60' C123 56'06'47' 46.00' 45,05' C392 80'04'53' 25.50' 35,64' j 2100 Ygn.olo V.NtJy Road, Suite 100 W./nut Crtlek. C,llfornla 94598-3462 TEL (925) 210-9300 r--r"1 I DECEMBER, 2008 SEE SHEET 21 o 25 5D 100 SCALE: r.. SO' I .. '" ... III ~ III CIj ~~ "'<<:: C'~ <""'-Y.< J ~<..<'? /.1 .> LEGEND 1111111111\1 SF IRJ M-M ITI E.V,A.E. IP P.S.E. P.A.E. S.s.E. W,L.E. D,S.R.S.D, E.B.R.P.D. G.S,D.E. GH.A.D, S,D.E. IRI! @ @ '" o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYEO LOT L/NE/ RIGHT OF WA Y MONUMENT LINE EASEMENT LINE TRACT BOUNDARY RELlNOUISHMENT OF ABUTTER'S RIGHTS: PRIVA TE ACCESS PROHIBITEO SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT IPUBL/C! DUBL/N SAN RAMON SER VICES DIS TRIC T EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBLlCI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TlON MAP REFERENCE ~ FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET, P;\OIlIWingsI03024-20sa,....Ral1dl\Rrlal~4-FM.dwg,2ISI20079;SS:27AM,$l8llonF,RoQ.HPOJ10s0c..'.pe3,PIAOMigrI~.lne. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'01"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN OUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS ANO FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP ORA WING NO, S209,8 TO S209.14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MULTIPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT, SHEET 20 OF 61 - o ~ uJ =-:< CIIRVE DATA CURVE DATA CIIRVE DATA TRACT 6765 CIIRVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH C121 46'06'20' 29.00' 23,34' C132 66'20'10' 47,00' 54.42' C143 3'44'37' 975.00' 63.70' SCHAEFER RANCH C122 57'51'33' 46,00' 46.45' C133 41'19'46' 47,00' 38.82' C412 58'52'05' 67,50' 69.35' C123 56'06'4r 46.00' 45,05' C134 44'00'15' 47,00' 36,10' C413 37'29'08' 46.00' 30.10' A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 C124 31'34'or 46.00' 25,34' C135 39'25'02" 47.00' 32,33' C4321T1 24'15'or 975.00' 412,69' ~ SOUTH, RANGE 1 IWST, C125 83-12'35" 46.00' 66.81' C136 34'58'32" 47.00' 28.69' C4341T! 272'12'39" 46.00' 218,54' MT. DlASLO BASE AND MERIDIAN. C126 46'06'20' 29.00' 23.34' C137 31'43'49" 47.00' 26.03' C4351TJ 63'47'35 47.00' 216,39' CITY OF DUBLIN C127 3'15'53" 925.00' 52.71' C138 24'36'59' 28,00' 12.03' C4671T1 11'19'5r 925.00' 182,96' ALAMEDA COUNTY, CALIFORNIA C128 4'13'10' 925.00' 68,12' C139 1'22'43' 975,00' 23.46' C5461TJ 61'14'43' 28,00' 29.95' p;A Design Resources. Inc. C129 3'50'54" 925,00' 62.13' C140 3'44'3r 975.00' 63.70' C603 58'52'05' 42.50' 43.67' ~ C130 20'39'59" 28.00' 10,10' C141 3'44'37' 975,00' 63.70' I PIMIIIInt1 . EngInHrtng . Burwylnl1 C131 40'37'44" 28,00' 19.86' C142 3'44'37' 975.00' 63.70' 2700 Ygn.clo V,/Ioy Ra.d, Suits 100 W,fnut Creak, C.llfornJ. 94598-3462 TEL (925) 210-9300 ~r-1 I DECEMBER, 2008 o 25 50 tOO SCALE: .,.. SO' LEGEND PARCEL 'lj' SEE SHEET 6 @ @ '" o o 1111111 i IIII Q ~ ... III ii III 14 SF, IRI M-M ITI EV.A.E, IP P.S.E. P.A.E SS.E. w.L.f. D.S.R.S.D. E.B.R.P.D. G.S,D.E G.H.A.D, S,D.E. IR11 SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET I" IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l'IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT LlNE/ RIGHT OF WAY MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NQUISHMENT OF ABUTTER'S RIGHTS: PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/C! WA TER L/NE EASEMENT IPUBL/C! DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBL/C! GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TlON MAP REFERENCE .t/!}H; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. BASIS OF SEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI'W, BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-53B IN OUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS ANO FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S20B.14. BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAO 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LAT/TUOE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT, SEE SHEET 20 P:\D~20SctlaeferRanct1'FlnalMllp\l:l3Q2.4.FM.o:twg.1/2912OO711:20;38AM,Stllb1F.RoII+tf'DJ10!l0C-l.pc3,P/ADeelgnAesouroes,lnc. SHEET 21 OF 61 d ~ TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 a 4, TOWNSHIP 3 SOUTH. RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. ~ CITY OF DUBLIN "It ft~LA:;;:"UN~::;:;;;: Inc. "7'~ PIMnInt1 . EngInHrtng . Burlfflylng j 2700 Ygn,oto VI/IllY RaId, Suite 100 W./nut Cr.ek. C.Hfornl. 94598.3462 TEL (925) 210-9300 ~1"""'"'1 I DECEMBER,2008 o 25 50 tOO SCALE: .,.. 60' CIIRVE DATA CURVE DATA CIIRVE DATA CIIRVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CIIRl'f DELTA RADIUS LENGTH C155 1.50'56' 1475.00' 47.60' G162 1'35'18' 1475.00' 40.89' C183 1'40'08' 1525.00' 44.42' C156 0'48'05' 1475,00' 20,63' C17l 1'37'00' 1525,00' 43.03' C184 1'40'08" 1625.00' 44.42' C157 1'51'52" 1475,00' 48,00' C178 1'38'05' 1525.00' 43.51' C185 0'06'08' 1525.00' 2.72' G158 1'50'45' 1475.00' 47.52' C179 1'40'30" 1525,00' 44.58' C202 13'19'03" 148.00' 34.40' C159 1'52'64" 1475.00' 48.44' C180 1'49'51' 1525.00' 48.73' C4431TJ 13.32'06' 1475.00' 348.44' G160 1.50'50' 1475.00' 41.56' C181 1'40'08' 1525.00' 44.42' C4441TI 13'32'06' 1525,00' 360.25' C161 1'51'25' 1475.00' 47,81' G182 1'40'08' 1525.00' 44.42' PARCEL 'lj' SEE SHEET 6 LEGEND @ @ t, o o 11 III III 1 j II S.F. IRI M-M ITI EV.A.E. IP P.S.E P.A.f. S.S,E W.L.E. D.S.R.S,D. E.B.R.P.D. G.S.D.E, G.H.A.D. S.D.E. IRII SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT LlNE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRA C T BOUNDAR Y REL/NQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CJ WA TER L/NE EASEMENT IPUBL/CI DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H,A.D, STORM DRAIN EASEMENT IPUBLlCJ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE J!QH; FOR L/NE AND CURVE DATA SEE TABLE THIS SHEET. PARCEL 'L' SEE SHEET 8 BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNIA HIGHWA Y MONUMENT MAP DRAWING NO, S209.8 TO S209, 14, BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TIPL Y BY 1.0001136 BASED ON LATlTUOE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT, P:\Orawlngl\0a02+20 Sd1Mfer A8nch\Fln1l MapI0302+FM.dwg, 1ra12OO711:21:39 AM. S\dOf1 F, AolHiPOJ1050C-1.pe3, PIA DM9I ~ Inc. SHEET 22 OF 61 ) r5~ -' ~ CIIRVE DATA CIIRVE DA TA TRACT 6765 CURVE DELTA RADIUS LENGTH CIIRVE LENGTH CURVE DELTA RADIUS LENGTH C163 9'37'58' 225.00' 37.83' C174 43.44' C289 8'37'16' 525.00' 79.00' SCHAEFER C164 13'53'37' 225,00' 54,56' C175 9.71' C290 8'07'52" 525,00' 74.50' RANCH C165 15'07'04' 225.00' 59,37' C176 23,34' C4451TJ 272"12'39' 46,00' 218,54' A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 C166 38'24'59' 175.00' 117,34' C221 49.31' C4461TJ 38'38'38' 225.00' 151.75' SOUTH, RANGE 1 IWST, C167 46'06'20' 29.00' 23,34' C222 63.98' C4471TJ 22'21'35' 575.00' 224.39' ~ "'- ....... .... AM> ......... C168 12'05'55' 46.00' 9.71' C223 66.46' C4481TI 75'20'32" 525,00' 690.36' CITY OF DUBLIN C169 54'06'07" 46.00' 43.44' C224 44.65' ALAMEDA COUNTY, CALIFORNIA C170 33'15'49' 46.00' 26.71' C225 50.73' p;A Design Resources. Inc. C1l1 36'38'29' 46,00' 29.42' C286 61.55' ~ C172 36'38'29' 46,00' 29,42' C287 102,33' PlannIng . EngInHrtng . Surwylng C1l3 33'16'49' 46.00' 26.71' 61.37' j 2700 Y//n.clo V.HflY ROlld. Suit. 100 W.lnut Creek, e,l/fornl, 94598-3462 TEL 19261 210-9300 1"""""'1 , I DECEMBER, 2008 0 25 $0 100 BCALE: ,. . /SO' PARCEL 'I' SEE SHEET 7 LEGEND @ @ A o o f III II t I! IIII PARCEL 'T-2' SEE SHEET 8 S.F. IRJ M-M ITI E.V.A.E. IP p,$,E, P.A.E, S,S.E. WL.E. D.S.R.S.D. E,B.R.P.o, G,S.D.E. G,H.A.D, S.D.E. IR1J ~ SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8" REBAR AND CAP TAGGEO LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DIS TURBEo OR OES TRO YED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CJ WA TER L/NE EASEMENT IPUBL/CJ DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT GHA.O, STORM DRAIN EASEMENT (PUBL/CJ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT (PUBLlCJ RECORD INFORMA TlON MAP REFERENCE 46.80' N86"25'I2"W N78"32'50' 55.83' BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI'W. BETWEEN FOUND MONUMENTS DESIGNA TEO AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEOA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRAWING NO. S209,8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LATlTUOE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT. PARCEL 'L' SEE SHEET 8 SEE SHEET 32 P:\Drawlngl'D3024-20 $c:haeIer Ranch\Final MapIlJ3OU.FM.dwQ, 1/2912f.J(f7 11:22;54 AM. StaIicn F, Fd-HPOJ1060C-l.pc3. PIA DMlgn RHouroes, Inc. SHEET 23 OF 61 \.. d,---n) t ,- ,1') ""<0 CIIRVE DA TA ClIRVE DA TA CURVE DELTA RADIUS LENGTH CIIRVE LENGTH CURVE DELTA RADIUS LENGTH C226 5'46'40' 575.00' 57,98' C238 57.02' C449(T} 20'36'29' 575,00' 206.82' C227 5'46'40' 575,00' 57,98' C239 53.00' C450(TJ 272'12'39' 46,00' 218.54' C228 3'59'51" 575,00' 40,12' C240 23.34' C4511TI 272'12'39' 46.00' 218.54' C229 14'39'07" 223.00' 57,03' CUt 32.21' C468 3'57'03' 575.00' 39.65' C230 3'48'19' 223.00' 14,81' C242 43.26' C469 4'39'Or 575.00' 46,68' C231 46'06'20' 29.00' 23.34' C281 45.85' C470lTI 13'53'02" 575,00' 139.33' C232 48'59'12' 46.00' 39.33' C282 66.23' C572(T} 18'27'26' 223,00' 71.84' C233 93'37'13" 46.00' 75,16' C283 66.40' C234 64'47'48' 46.00' 52.02' C284 66.52' C235 64'48'26' 46,00' 52.03' C285 66,61' C236 28'26'5r 29.00' 14.40' C408 11.15' C237 17'39'23' 29,00' 8,94' C4481TI PARCEL 'W' SEE SHEET 8 TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO SASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftJa Design Resources,,1nc. "7'~ PlannIng · EngInHrtng · Surwylng j 2700 Yl1n.cJo Valley Road, Suit. 100 Walnut Cr.ek. Calffornls 94598-3462 TEL (9261 210.9300 ~r-1 I DECEMBER, 2008 o 25 50 100 SCALE: .,.. 60' LEGEND IIIIII j I j II \ SF. IRI M-M ITJ EV.A.E. IP P.S.E. P,A.E. S.S.E W.L.E D.S.R.S.D. EB.R'p,D, G.S.D.E, G.H.A.D. S.D.E. (Rll @ SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET 1" IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT 1" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RAOIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT t' IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT (PUBLICI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H,A.D. STORM DRAIN EASEMENT IPUBL/CJ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TION MAP REFERENCE @ A o o J!QIE; FOR L/NE ANO CURVE DA TA SEE TABLE THIS SHEET, 01 CII "- III ii III (l) PARCEL 'T-2' SPORTS PARK SEE SHEET 8 BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'01"W. BETWEEN FOUND MONUMENTS DESIGNA TEO AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CAL/FORNlA HIGHWAY MONUMENT MAP DRAWING NO, S209.8 TO S209.14. BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYS TEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL T/PL Y BY to001136 BASED ON LA T/TUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT. SHEET 24 OF 61 ~ \ \ SEE SHEET 23 P:\Drawiogll\03024-W Sr::tIaeI<< Ranoh\FII1e1 Map\03024-fM.dwg, 112'iJ12OO711:24:24AM, Station F, RoI-Hf'OJ1050C-l.pc3, P/AOelrlgn All8olJIees, Inc. ~ PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, MT. DIABLO SASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA 2334' ftJa Design Resources" /ne. ~ '7'~ PlMtnlnIl · EtII1InHrlni1 . Surwylng 2700 Ygnaolo Valley ROIId. Suite 100 W.lnut Creek. Callfornl. 94598M3462 TEL 1925} 210-9300 _ I DECEMBER, 2006 ~ ' , , o 25 50 100 SCALE: r. 50' I CURVE DA TA CURVE DA TA CIIRVE DATA CIIRVE DA TA CURVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CIIRVE C243 62'19'3r 46,00' 50,04' C251 47'05'42" 46,00' 37.81' C260 36'00'04' 46,00' 28,90' C276 4'27'06' 775.00' 60.22' C4521T1 C244 65'11'16" 46.00' 52.34' C252 47'05'42" 46,00' 37.81' C261 51'30'46' 46,00' 41,36' C277 2'42'54' 775,00' 36.72' C4531T! C245 50'41'47' 46.00' 40.70' C253 54'39'39' 46,00' 43,88' C269 1'16'15' 475.00' 10.54' C278 2'05'23' 525.00' 19,15' C4551T! C246 46'06'20" 29.00' 23,34' C254 22'44'15" 46,00' 18.25' C270 7'58'40" 476.00' 66,14' C279 5'46'56' 525.00' 52.98' C5551T1 C247 15'23'58' 29.00' 7.79' C255 46'06'20' 29,00' 23.34' C271 7'58'40' 475.00' 66,14' C280 4'25'47' 525,00' 40.59' C5561T! C248 30'42'22" 29,00' 15,54' C256 63'42'1r 29,00' 32.24' C272 5'21'35' 475.00' 44.43' C291 8'16'11" 348,00' 50,23' C5571T1 C249 56'54'41' 46,00' 45.69' C257 3'32'53' 29.00' 1.80' C273 1'08'34" 825.00' 16,45' C408 2'06'52'" 302,00' 11.15' C589 C250 43'42'39' 46.00' 35.09' C258 82'27'22' 46.00' 66.20' C274 3'43'46' 825,00' 53.70' C414 0'16'33' 525,00' 2.53' C599 C259 77'16'58' 46,00' 62,05' C275 2'29'40' 825.00' 35.92' C4511T1 272'12'39" 46.00' 218,54' CURVE DATA DELTA RADIUS 272'12'39' 46.00' 247'15'10' 46.00' 22'35'11" 475.00' 07'10'00" 775.00' 12'/8'06' 525.00' 07'22'00' 825.00' 67'15'09' 29.00' 46'06'20' 29.00' N86'43'02"W 61.78' PARCEL LENGTH 218,54' 198.51' 1:;:~~: A 112.72' 106.07' 34,04' LEGEND IIII11111111 S.F. IRI M-M IT! E.V.A.E. IP P.S.E. P.A.E. S.s.E. WLE. D.S.R.SD, E.B.R.P.D, G.S.D.E. G.H.A.D, S.D.E. fRO TRACT 6765 SCHAEFER RANCH @ @ A o o SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT LlNE/ RIGHT OF WA Y MONUMENT LINE EASEMENT LINE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBLlC! GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE J/QH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. SASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209.14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT, ~ oS'<<;'1>c: "'oS'?;Y ""<<'r 6' P:\Drawlngsl.ll3024-2 Schaef9r Ranl;h\FIoaI Map\03024-FM,dwg, 112912007 11;25:51 AM, Slalion F, RoI-HPDJ1050C-1.poS, PIA 0MIgn FlMouteM,lnc. SHEET 26 OF 61 ~ ~ ,-) ~ ~ CIIRVE C262 C263 C264 C265 C266 C267 C268 C269 C4541T! CURVE DATA DEL TA RADIUS 56'51'41' 28,00' 71'03'59' 47.00' 65'53'33' 41.00' 64'24'07" 47.00' 49'39'39' 47.00' 15'45'59' 47.00' 29'55'35' 28.00' 1'16'15' 475,00' 66'47'16' 41.00' PARCEL 'lj' SEE SHEET 6 PARCEL 'lj' SEE SHEET 6 LENGTH 27.79' 58,30' 54,05' 52.83' 40.74' 12,93' 14,62' 10.54' 218.85' TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. ~ CITY OF DUBLIN "a ft~LA:;;:"UN;::;:;;: Inc. "71~ PlwtnIntI . EngInHrtng · Burwytng j 2700 Ygna% Vdtly Road. Sl,Ilte 100 Walnut Creek. C.llfornl. 94598-3462 TEL /9251 210-9300 ~ ' DECEMBER, 2008 o 25 50 tOO SCALE: 1". $C' PARCEL 'j' SEE SHEET 7 LEGEND 111111111111 S.F, IRI M-M IT! EV.A.E. IP P,S.E. P.AE S.S.E. WLE D.S.R.S.D. E.8.RPD, G.S,D.E G.H.A.D. S,D.E. IR1! PARCEL 'J' SEE SHEET 7 @ @ A o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGEO LS 4246 SET 5/8" REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS OISTURBED OR DESTROYED LO T LlNE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER LINE EASEMENT IPUBLlC! DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.AD. STORM DRAIN EASEMENT IPUBUCI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE J/QIg; FOR L/NE AND CURVE DATA SEE TABLE THIS SHEET, BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'0I"W. BETWEEN FOUNO MONUMENTS DESIGNATED AS A-535 ANO A-539 IN OUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CAL/FORNlA HIGHWAY MONUMENT MAP DRA WING NO. S209,8 TO S209.14. BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNlA COOROINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMEO AVERAGE ELEVA TlON OF 900 FT, P:\Ortwlngll'103024-20SchaeterRwlCtl\FlrIalMap'D3Q24.FM.dwg, 1l2912OO711:27:21 AM, StalionF. ~101j()C.l.pc3, PIA lM9t FIesoun;es, Inc. SHEET 20 OF 61 ~ LINE L439 L448 L449 L451 L452 L463 L454 L455 L456 L457 L458 L459 L460 L461 LINE TABLE LENGTH 15,00' 15.04' 99,92' 95,69' 49.25' 96.45' 90.91' 16.21' 15.28' 15,50' 11.39' 40.76' 39,22' 80.62' BEARING N22'27'orE N22'21'0rE N68'I1'43"W N76'10'13'W N76'10'13"W N80'43'35'W N80'43'35'W N31'31'01'E N31'31'01"E N69'29'18'W N69 '29'18 'W N78'38'18'W N78'38'18'W N81'11'44"W LINE TABLE LINE TABLE CIIRVE DATA LINE LENGTH BEARING LINE LENGTH BEARING CURVE DELTA RADRIS LENGTH L462 80.75' N81'11'44'W L476 61,92' N83'43'45"W C307 5'42'50' 800,00' 79.78' L463 40.22' N71'38'53'W L477 63.59' N71'19'09'W C415 6'52'33' 800.00' 96.00' L464 41.24' N71'38 '53 "W L478 65.55' N77'19'09'W C4721T! 12'35'23' 800.00' 175.78' L465 31.11' N73'24'41'W L479 32.67' N68'44'1l"W C5811T1 12'35'23' 830.00' 182.38' L466 31,86' N73'24'41"W L480 21,23' N68'44'lrw C582(TJ 12'35'23' 770.00' 169.19' L467 23.61' N71'53'24'W L481 55.23' N22'21'0rE C583 05-42'50" 770,00' 76.79' L468 24.95' N71'53'24'W L482 47.72' N69'42'56'W C584 06'52'33 770,00' 92.40' L469 15.02 N15'11'4l'E L483 47,66' N69'42'56'W L470 5.88' N15'17'4rE L484 99.46' N79'30'10'W L471 42.23' N71'59'41"W L486 97.39' N79'30'10"W L472 43.14' N71'59'41'W L486 63.91' N76'29'OO'W L473 40.14' N84'18'24'W L487 66,85' N76'29'OO'W L474 38.60' N84'18'24'W L488 15.88' N69'52'16'W L475 61.01' N83"43'45"'W L489 9.31' N69'52'16'W PARCEL 'lj' SEE SHEET 7 & B PARCEL 'Q ~ " <b~ SEE SHEET 8 . ~ ~'? 454 {;> 4'6'd'.. ~~ \0. 1.'0.,.>_ <='6'. $' --___ _ _ 6'Qit,. I<, -- G,S.D,E; i--- "'0.9 '" t~f(1~~~~~T~~::- "'~"?' -~--- -~--:__-_ -~e ~ of? 471 458 -----~1 - -~L ,/ ,,,":. -- -~;'~~~l~~ :~: ~ ~~~ -r ~ ef-- -----~ -, 439 ,</'--"Bre!J ~ -,- !3 -----___~ L477 487 48 /- "-~-~~--,l'll ~ ~[. ---__ 489 / $' L481 ............~... 1::::8- --~ i5] ----- 1>< ~ III $ e--- ---s; oJ ;- ~ 0; 483 ----__ "> --__ C/) ::;; 484 8----~ ----- III /<J 0, 299 486 ~ -_ -'CI) ,::; ::J 2.16:i: ACRES GROSS V II<, --- f: ::; 2,02 :i: ACRES NET ,~----___ ~ o~, ~f:j~ ,~ ,If! ~ " '*' A'O\I'\ 0,5\ A -.,Jl~ 0:::/ ~ ~ \:? I ~,~ ~'i5 " ::5 -.l Cl " U. u. a a :>. :>. h. ~ (3 ::5,,, 81~ '''' ~ 1'; c :t> c ~ PARCEL 'Q' SEE SHEET 8 , 'l: I ~',~' ~... c c " ~oS' ;,0, .....~o6'o ~O6'.~~ PARCEL 'R' SEE SHEET 8 WA TER QUALITY BASIN AND DETENTION BA Y ~ ",. ~ 298 __ 4'6'.9'"0., __ '8 '6'1y -- --<~6'1~?8.16''l -.. ilJ" ............ SEE SHEET 40 SEE SHEET 39 P:'Dfawlngs'D3024-20 Sc:tlaeIerRanchIFlnal UapI03024.-FJrII.dwv.1i5l'2OO7 9:$7:24 -'M. S1allon F. 1'IoIH-lPOJ105()C.1.pc3, PIA. DMo9l~, Inc, TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA CO/JNTY, CALIFORNIA ~ ft~ Design Resources. Inc. "7'~ PlannIng · EngInHrtng · Burwylng j 2700 Ygnllclo V_Hey Ro.d, Suit. 100 01 walnUn' C./ffQfnlll 194598-3462 ;::J~:B;~-9;~OB 25 50 tOO SCALE: r. 50' LEGEND 11111!llllll SF. IR! M-M ITI EV.A.E IP P.S.E P.A.E S.s.E W.L.E. D.S.R.S.D, E.B.RP.D. G,S.D.E. G.H.A.D, S.D.E. IRI! @ SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 518' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT 1" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT LlNEI RIGHT OF WAY MONUMENT L/NE EASEMENT LINE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE ' PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G,H.A.D. STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TION MAP REFERENCE @ '" o o J!QH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'01"W. BETWEEN FOUND MONUMENTS OESIGNA TED AS A-535 AND A-539 IN DUBLIN BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEOA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT. SHEET 27 OF 61 :;::: ~C SANITARY SEWER PUMP STATION EASEMENT~ ~ ~ _ N81'43'39'W ~~ ~ - -- - _3~9.!: rrj -j [:;,1"- 41..5.2:" ~~o - ~ ::;~: ~----_ ft)1 ~ 0) to t') -- 1ffqz',' 44.~ ,c:::,' ~ .....to} l _v6C\:)3 C "' ~ N81'43'39'W, 353.48' 79,65'- - _3~' 25J.4- _ M ------ ~ ~ :;j --- -- t S ">2881' 30 -- - - - _ _ CHAEFER 382 9'lT/ CM - ~ N81"4h9-:W>>76S"";"- __ __ __ _ ~ 41-- -__ c:::. ~ 60' WIDE WLE, SSE, €If--1-- -!if ~. P,S.E.. G,S.D.E. & E, V,A.E. ~ -, 583 / ff::e~ C682 t:;. t't:: ...... "- ""'''' y '" IT} t;1~ t; i;] 584 ~6'B.o. . 69"08' 302 ol(jJ~..1.r.i ~ ...??J ~8"Jr 16''''11/ ,J?' 1:!11:i1:!"> 301 '!87fT...... '8.'877./ ~/ ~ -, cP ---- ---- ---------........ --------. ......- -" I I I , ------ / (;? ---J /:f' " ~ C'l 0, ~ ... ","I (f' III ,~.,;, ii ~ ,,,,, ., .~ l~~' III (lJ.'\ lIj~~ ,~\I'\ "boA, 0" ""'~...... CURVE C212 C304 C305 C306 C580 C585(TI C5861TI C587 C588 C590 C591 LINE L420 L421 L422 L423 L424 L425 L426 L427 L428 L429 LINE TABLE LENGTH 62,02 60,82 33.09 53.29 55,26 23.42 15.06 198,06 15.00 196.71 BEARING N60'41'41'W N47'13'41'W N25'22'46'W NOO'34'14'W N03'54'23'W N12'06'13'E IR! N16'49'07'E N68'01'44'W N21'58'16'E N68'OI'44"W P:IDrawlng8\Q3024-20SchMlefAanch\FlnlllM-.p\03Cl24-FM.o..g, 11291'lOO711:29:47 AM,Stat\l:ln F.Roll41POJ1060C-1~ PIAo.tgn~, lIle. PARCEL 'Q' SEE SHEET 7 LINE L430 L431 L432 L433 L434 L435 L437 L438 L439 L440 LINE TABLE LENGTH 15.39' 60.86' 15,00' 67.44' 232,52' 68.52' 235.96' 158.97' 15,00' 158.75' BEARING N16'49'orE N60'19'4l'W N29'40 '13 "E N60'19'4rW N69'52'16'W N68'01'44'W N69'52'16'W N68'44'1rW N22'27'0l'E N68 '44 'IrW PARCEL 'lj' SEE SHEET 7 g, ,,"" ~. ,"j. ~o~ ~ '" i;c ,'"' ~ n' ~ LINE L441 L442 1443 L444 L445 L446 L447 L448 L449 L450 LINE TABLE LENGTH 67.26' 36.95' 160.90' 23.22' 22.41' 162.41' 34.72' 15.04' 99,92' 12.19' PARCEL '5' D,S, R,S, D. TANK SITE SEE SHEET 8 BEARING N68'01'44"W N60'19'4rw N69'23'56"W N71'53'24'W N71'53'24"W N69'23'56'W N60'19'4rW N22'27'OrE N58'11'43'W N21'48'lrE ~ ~ j TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, MT. DIABLO BABE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ft~ Design Resources, Inc. '7'~ PltIIIIIInt1 · EngInHrtng . Surwylng 2700 Yfln.cio Vdsy Road, Suits 100 W.lnut Crssk, C.llfornJa 94598.3462 H"I I o 25 50 100 SCALE: r" SO' LEGEND TEL (925) 210w9300 DECEMBER, 2008 @ @ A o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGEO LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l'IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WAY MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NOUISHMENT DF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/C! WA TER LINE EASEMENT IPUBL/C! DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.AD. STORM DRAIN EASEMENT IPUBL/C! GEOLOGIC HAZARD ABATEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TlON MAP REFERENCE J III II! I 1111 III C'C ... III ii III lIj SF. IRI M-M ITJ EV,A.E, IP P.S.E. P.A.E. S,S.E. WL.E. D.S,R,S.D, EB.RPD. G.S,D.E. G.H.AD. SD.E. IR1! .tiQH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET, BASIS OF BEARINGS (SEE SHEET 51! TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DU8L/N 8L VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS ANO FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNlA COORDINATE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TION OF 900 FT, I- l.- S1 c.-/:3 SHEET 28 OF 61 4-",..p.. ~ {9# ;9cf6':.9~ ~S.9.. 'Il"..?';'..9'f1; Ii> ~ 30 /" ,,\ ,J:? ~ "'~- TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA 1,' \. ~~ ftdt Design Resources, Inc. o ~... j '7'~ I'IMInInt1 · EngInHrtng · SUrwylng IH 2700 Ygn.olo VeHey Road, Sulttl 100 ;f Walnut Creek. C.lffornl. 94598-3462 TEL (92SJ 210-9300 fl) ~n I DECEMBER, 2008 !AI 0 25 50 100 19 SCALE, r. SO' CURVE C207 C208 C209 C210 C211 C2161T1 C291 CURVE DA TA DELTA RADIUS 0'27'53' 7970,00' 2'36'46' 1630,00' 57'04'4r 25.00' 50'57'08' 47.00' 69'22'50' 47.00' 1'43'3r 8030.00' 8'16'11" 348.00' CURVE DATA DEL TA RADIUS 3'36'47' 348.00' 27'44'22' 348.00' 239'13'19' 41.00' 0'20'22' 8030.00' 4'45'18' 1570.00' 6'24'00' 1570.00' 02'03'59' 8030.00' 27'44'22' 302,00' LENGTH 21.94' 168.48' 196.23' 47,56' 130,29' 175.37' 289,60' 146.21' CURVE DATA DEL TA RADIUS 15'51'25' 348.00' 47'30'09' 388.00' 29'03'13' 323.00' 29'03'13' 271.00' 47'30'09' 434,00' 25'37'30' 302,00' 2'06'52' 302.00' LENGTH 64.64' 74.33' 24.91' 41.80' 56,91' 242.04' 50.23' CURVE C292 C293 C294 C295 C2961TJ C297 C408 LENGTH 96,31' 321.68' 163.79' 140.46' 359.82' 135,07' 11.15' CIIRVE C409 C456(TJ C457(TJ C485 C486 C490lTJ C5491T1 C600 PARCEL'/' SEE SHEET 7 PARCEL '5' D,S. R. S,D. TANK SITE SEE SHEET 8 LEGEND @ @ '" o o IIIIII111111 SF. IRI M-M ITI E.V.A.E. IP P,S.E. P.A.E. S.S.E. W.L.E, D,S.R,S.D. E.B.RP,D. G.S,D.E. G./iA.D. S.D.E. IR11 PARCEL 'W' SEE SHEET 8 SET CITY o.F DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 Fo.UND STREET Mo.NUMENT o.F RECORD AS SHo.WN SET I" IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETlo.N OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED o.R DESTROYED LOT LlNE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/No.UlSHMENT o.F ABUTTER'S RIGHTS; PRlVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBLiC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CJ DUBLiN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H,A.D, STORM DRAIN EASEMENT IPUBL/CJ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFo.RMA T/ON MAP REFERENCE ------ J!QH; FOR L/NE AND CURVE DATA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI"W. BETWEEN FOUNO MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS AT PA GES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CAL/FORNlA HIGHWAY MONUMENT MAP DRAWING NO. S209.8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORo.lNA TE SYSTEM, NAO 27, ZONE 3. TO. OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LAT/TUOE 37'42'15' NORTH ANO ASSUMED AVERAGE ELEVATION OF 900 FT. PARCEL 'T-2' SPORTS PARK SEE SHEET 8 P:'Dnlwingll\03024-20 Schaeler Rand1\F1ne1 Map\03Cl24-FM.dwg. 112912Of17 11:31:22 AM. sr.rior1 F. AdHiPOJ1080C.1.pc3. PIA DB8ign~, Inc. SHEET :lfl OF 61 - ,-- .-- <P CIIRVE DATA CIIRVE DATA CIIRVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH C711TJ 4'14'43' 7970.00' 590,53' C4581TJ 104'42'35' 275.00' 502,57' C216(TJ 1'43'37' 8030.00' 242,04' C459(TJ 104'42'35' 225,00' 411.19' C308 8'27'21' 525.00' 77.48' C509 33'27'59' 325,00' 189.83' C309 33'27'59' 275,00' 160.63' C692 0'14'59' 8030.00' 35.00' C310 33'13'28' 275.00' 159.47' C593 O'17'Or 8030.00' 40,00' C346 11'41'35" 325.00' 66.33' C347 21'46'24' 325,00' 123.51' C348 8'27'21' 475.00' 70,10' '0 ll~" ",,~ ~I :.,. ~j <<:',,:-_-------176 73' "t$~, 294 0;;;~io, 102,973 :i: SF ;OJ ~~~, ~ '.......--.--_ N?6" . /!j 508!fs.,.-!5_09'11I :S N?t;'45'09"11I -----?.9!!f:.__ <:, ___ \ \ \ \ \ \ \ \ \ \ \ \ < \ \~s.DP \. \ \ \ \ \ \ \ \ 293 SEE SHEET 38 P;'Drawlngs'D3D24-20~RIlnetI\Flr18ilMlp\03024-FM.dIog,2J5I2OO79;58;18N1.,Std:lnF,RolI-HPOJ1050C-1.pc3,PIADesign~.ll1e. 286 TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBUN ALAMEDA COUNTY, CALIFORNIA ~ ft41 Design Resources, Inc. "'7'~ PlannIng · EngInHrtng · -yIng j 2700 Ygn.clo V./fey Ro.d. SuIte 100 W.lnut Creek, C.lffornJ. 94698~3462 TEL (9261 210~9300 I ~ I DECEMBER, 2008 o 25 50 100 SCALE: ,.. ISO' LEGEND IIIII1I11 i II .. .., ... III ii III CIj SF, IRI M-M (TJ EV.AE IP P,S.E. P.A.E. SS.E W.L.E. D.SR S.D. E.B.RP,D, G.S.D.E. G.H.AD. S.D.E. IR11 @ SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND S mEET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l'IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUC TION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WAY MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CJ DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H,AD, STORM DRAIN EASEMENT IPUBL/CJ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT (PUBL/CI RECORD INFORMA T/ON MAP REFERENCE @ A o o J!!}H; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. 287 SEE SHEET 38 SEE SHEET 31 BASIS OF BEARINGS ISEE SHEET 51J TAKEN AS N88'35'OI'W. BETWEEN FOUND MONUMENTS DESIGNATEO AS A.535 AND A-539 IN DUBL/N BL VO, FROM TRACT 5926, FILEO IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CAL/FORNlA HIGHWAY MONUMENT MAP DRAWING NO. S209.8 TO S209.14. BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MULTIPL Y BY 1.0001136 BASED ON LATITUDE 31'42'15' NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT. SHEET 30 OF 61 s- do.., CIIRVE DA TA CIIRVE DATA CIIRVE DATA CIIRVE DATA CURVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CURVE DELTA RADIlJS LENGTH CURVE DELTA RADIlJS LENGTH Cl1lT! 4'14'43' 7970.00' 59M3' C332 15'03'52' 425.00' 111.14' C338 8-44'40" 225,00' 34.34' C348 8'27'21" 475.00' 70,10' C204 6'58'09' 300.00' 36.49' C333 7'25'01' 375,00' 48.54' C339 12'52'28' 275,00' 61.79' C4621TJ 48'16'50' 225.00' 189.60' C217 2'53'41' 8035,00' 405,96' C334 1'38'51' 375.00' 50,05' C340 6'44'03' 275,00' 32,32' C4111TJ 86'41'24' 175.00' 264.78 ' C218 5'43'10' 485.00' 48.41' C335 5'18'50' 225,00 ' 20.87' C345 31'33'56' 225,00' 123,96' C4871TJ 19'36'31" 275,00' 94.12' C219 3'46'15' 515.00' 33.89' C336 15'12'03' 225.00' 59.69' C346 11'41'35' 325.00' 66.33' C509 33'27'59" 325.00' 189.83' C331 27'21'0r 175.00' 83.54' C337 19'01'1r 225,00' 74.70' C347 21'46'24' 325,00' 123.51' C5581T1 15'03'52" 375.00' 98,59' \ 'I. \ SEE SHEET 23 1 __________---- 0\ ~,! - - - - - - - - - - - - - - - - - - - ; ; N12'25'43'EIRJ 36.38' ~ i ~I 20 y---- , MM' 54 95' 44,93 DUBLIN BOULEVARD NI9'23'52'EIRJ 33.15:...---1 0.82' \ 6699' Nl1'2~189E-, -~' 9'" 39.00'Y'- _ _~_ _ _I 4!ML; ~r ~03' 110,07' ; ; 48.8 ,;" \ N69'32'58'W 518,76' M-M .J 51, 8 L..__-jl,24'50'50'EIRJ 32.46' I I ~. ' . g NI9'07'40"EIRI 31.07'../"! ; N~4'~0'50'EIfII 46.2~ I c,,' ;;\" I N65 0910'W 13238'IT; ,~O; '" 47.41 ' , '\..... 3L..-39' --;!3977~ - - ~;~ N22'01'21'EIRJ 30.19' ... ..o, ~~ 19' o "l ... ~ fO III fO 288 I 1 I \ \ \ \ \ \ \ x:: - - - - - -"'f - - -- (\ ~ ~ N61'12'28'E 2967' 0 N22'21'OO'E 89.41' M-M N22'21'00'E 39.51' 285 95,363 :i: SF 522.14' N68'05'38"W 546.25' 286 86,958 :i: SF 518.93' N69'42'04'W 535.66' 287 107,223 :i: SF 539,96' N68'33'48'W 567.15' p;'Dnl.....mg,,\03024-20ScI\Q1erRanct1\FlrlalMapI0302.4-A1.dwg, 112912Off111:34:31 Nd,SIalIot1 F.RoI-HPDJ10s0c.1.pc3,P/ADesign~.1rlc. LEGEND @ @ '" o o II j II! IIIII1 SF, IRI M-M IT! EV,A.E IP P.S.E. P.A.E. S.s.E. WLE D.S.R.S,D. EB.R.P.D. G.S.D.E. G,H.A,D, S.D.E. IRIJ TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, MT. DlASLO BABE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ftdl Design Resources. Inc. '71~ PlannIng · EngInHrtng . SuTv.yIng 2700 Ygn.olo V,I/BY Ra.d. Suite 100 W./nut Crettk, e"lIior,*, 94698-3462 n I 25 50 100 SCALE, r. ISO' TEL /92$) 210-9300 DECEMBER, 2008 SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGEO LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DIS TURBED OR DES TRO YED LOT L/NE/ RIGHT OF WA Y Mo.NUMENT L/NE EASEMENT LINE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS; PRlVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO. Mo.NUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCJ WA TER L/NE EASEMENT IPUBL/CJ DUBLIN SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G,H.A.D, STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBUCI RECORD INFo.RMA TlON MAP REFERENCE H!2H: FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET, SASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TEO AS A-535 AND A-539 IN DUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEOA COUNTY RECORDS ANO FROM THE STATE OF CALIFORNIA HIGHWAY MONUMENT MAP DRAWING NO. S209.8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MULTIPL Y BY 1.0001136 BASED ON LA TITUDE 31'42'15" NORTH AND ASSUMEO AVERAGE ELEVA TlON OF 900 FT, SHEET 31 OF 61 OQ --cfJ ~ ;E\ CURVE DATA CllRVE DATA CURVE DATA CURVE DA TA CURVE DELTA RADIUS LENGTH CIIRVE DELTA RADIUS LENGTH CURVE DELTA RADRIS LENGTH CIIRVE DELTA RADIUS LENGTH C22 53'49'38' 1295,00' 1216.60 C328 45'02'08' 28.00' 22.01' C334 7'38'51' 375,00' 60.05' C608 00'48'40" 1185.00' 16.78' C114 18'16'36' 275,00' 87.72' C329 3'07'38' 175.00' 9.55' C349 37'10'10' 325.00' 210.84' C609 14'58'23' 1185,00' 309.67' C220 30'45'25' 1185.00' 636.12' C330 39'03'16" 175.00' 119.29' C353 01'24'05' 1275.00' 31,19' C610 07'28'51' 1185.00' 154.72' C321 11'09'2r 225.00' 43.81' C331 27'21'or 176.00' 83,54' C47ffTJ 86'41'24" 175.00' 264.78' C611 00'39'44' 1185.00' 13.70' C322 45'02'08' 28.00' 22.01' C332 15'03'52" 425.00' 111.74' C600 17'54'28' 760.00' 234,41' C612 06'49'4r 1185,00' 141,25' C326 52'21'31' 47.00' 42.95' C333 1'25'01' 375.00' 48,54' C501 9'48'or 250,00' 42.77' C613 01'09'48' 175.00' 3.56' C327 54'48'17' 47.00' 44.96' C614 15'59'35' 175.00' 48.85' PARCEL 'L' SEE SHEET 8 PARCEL 'N' SEE SHEET 8 P;'Drawinll8'103024-20 SolwMII.r Ranc:tI\FlMI Map\(l3l)2+Ftd.dwg, 1!2fM200711:35:l;1 AM, SIallorl F, Rllf.Hf>DJ1060C-l.pc3. P1ADeeI~ Reaouro:., Inc. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DlASLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA .. ftJa Design Resources. Inc. "7'~ PlannIng · EngInHrtng . Burwylng j 2700 Yfln.c/O V.Ilt1y Ro.d. SultfJ rOO W.'nuf Creek. C.llfornl. 94698.3462 TEL (925) 210-9300 I H / DECEMBER, 2006 o 25 50 100 SCALE: r. ISO' LEGEND j 11111 111 II! S,F, IRI M.M ITI EV,A.E IP P.S.E. P,A.E S.S.E. W.L.E D.S.R.S.D, E.B.R'p,D. G,S.D.E. G,H,A.D. S.D.E. IR11 @ SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE . TRACT BOUNDARY REL/NOUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT (PUBL/CI DUBL/N SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G,H.A.D, STORM DRAIN EASEMENT IPUBL/C! GEOLOGIC HAZARD ABATEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TlON MAP REFERENCE ~~",,~OG: ~':'.~~ '<~ ~ ~~ -t-,,~~ "';,,,.~ ov~ ~ ~~.p~ ~\ h" :l ... !II ",/ ,/ ~\ .....!@ ~~..z.\. v /[0/,,---; 1'0\ '\17 ~~ 0) ~ ... ...,.... ",'6: "./ /~ .fJ6 .<J:>. n; "" ~"J/ ~"J/ "J' ~1'O\69/ /;JJO' ""~~ \,/1,Ij FOR L/NE AND CURVE DATA SEE TABLE THIS SHEET. G S D E ~/ ~/ ~\) G.S.DE ~ /~// /.(J)~~ / \ l' ~" CI) ~I / ~/ /f~ / ,",2\~~~ 60\ lI-\ SASIS OF BEARINGS ISEE SHEET 511 ~ ,""/ '''J~~~ ~/ '>/~~ T " ~1\'i Il>" TAKEN AS N88'35'0I'W. BETWEEN FOUND MONUMENTS DESIGNATED ~""~, ,ie ~h,}/ / / 0,-", \,~~' ~~tK5;~ AO~ :~g;9A/~ ~X~~~ ~,~~~' :~f~EhZAg;u~~2:'R~~~~6~ "'/ /r>" / ,/ 349 / ''''<''t\ ~- AND FROM THE STATE OF CAL/FORNIA HIGHWAY MONUMENT MAP ,'<,,1 / ~ // / \ l}-, ....V ~6': . ,.fli,"/' ,~i/<' .:." /// ///,:,~"J ~"<<Vd.,:,rr,,"~~-\ ORAWING NO. $209.8 TO S209.14. BEARINGS AND DISTANCES ARE _ ~u .;' .V v.. :Y V" .v... BASED ON THE CALIFORNIA COOROINA TE SYSTEM, NAD 27, ZONE 3. ~ [1,' '~'b .~, / /'''" ~ ,\, ".~ TO OBTAIN GROUND DISTANCES, MULTIPL Y BY 1.0001136 BASED ON '1),_ ft' ,~ "Ji~~V /;,~"''O c,Ci ~VV !\,~~~ ~~~'~~E 37'42'15" NORTH AND ASSUMED AVERAGE ELEVA TION OF / ~ / /~~'\. d.."t ~ ~ C114 ~/ ,/~ V ~ SEE SHEET 33 @ A o o SHEET 32 OF 61 --- ~ cP v--> ~ ~ ... ~ C/) III fI) CURVE C19 C21 C22 C23 C24 C85 C114 C349 CIIRVE DATA DEL TA RAD1tJS 12'08'55' 1255.00' 2'51'13' 1255,00' 53'49'38' 1295.00' 7'22'43' 1185.00' 8'31'35' 1185,00' 07'00'19' 485,00' 18'16'36' 275.00' 37'10'10' 325.00' LENGTH 266,11' 62,51' 1216.60 152.60' 176,34' 59.30' 87.72' 210,84' PARCEL CURVE C350 C35t C352 C407 C400 C410 C411 C5111TJ LENGTH 454.80' 229.50' 184.53' 121.86' 23.11' 78.79' 46.13' 272,25' CIIRVE C538 C539 C540 C541 C5501T1 C5511TJ C598 CIIRVE DATA DELTA RADIUS 25'07'55' 50.00' 11'27'33' 500.00' 85'43'54' 75.00' 53'16'53' 75.00' 15'54'18" 1185,00' 17'06'32" 1255,00' 59'54'33' 325,00' LINE TABLE LENGTH 51,55 14.42 BEARING N54'46'OO'W N01'47'08'E PARCEL 'p' SEE SHEET 8 LENGTH 21.93' 100.00' 112,22' 69.75' 328,95' 374.74' 339,82 LINE L47 L208 SEE SHEET 32 SEE SHEET 14 'N' PARCEL 'L' SEE SHEET 6 , I I I / kl 10' " ~<,:l "'~ ""i ~ 35 / <" /ft ),/1; & '" SEE SHEET 34 PARCEL 'G' SEE SHEET 8 SEE SHEET 45 P:\Orawlnge\03024-20&:MeferRanch\Flnal~FW.d\Ivg; 11291'lOO7tl;:J7;22AAt,SI!dlonF.RQl-HPDJ1050C-1.pe3,PfADeeIgn~,Jnc. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. D1ASLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA .. ft.4a Design Resources" Inc. "7'~ PlannIng · EngInHrtng · Smw. I 2700 Ygnaolo VaHey Road. Suite 100 Walnut C,~"k. C.llfornla 94598-3462 TEL (925J 210-9300 1>----1"""'1 j DECEMBER, 2008 o 25 50 700 BCALE: .,.. /SO' :t ... III ii III C/) LEGEND @ III, II1I1111 SF. IRJ M-M ITI E.V.A.E. IP P,S.E. P.A.E. S,S.E. W.L.E. D.S.R.S.o. E.B.R'p,D, G,S,D.E. G.H,A.o. S,D.E. IR11 @ '" o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8" REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l'IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CALTRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NOUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT (PUBL/CI WA TER L/NE EASEMENT IPUBLlCJ DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBL/CJ GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TlON MAP REFERENCE H!lH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. :.l ... III ii III fI) BASIS OF SEARINGS ISEE SHEET 51J TAKEN AS N88'35'01"W, BETWEEN FOUND MONUMENTS DESIGNA TED AS A.535 AND A-639 IN OUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CALIFORNIA HIGHWAY MONUMENT MAP ORA WING NO, S209.8 TO S209.14, BEARINGS AND OISTANCES ARE BASED ON THE CALIFORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT, SHEET 33 OF 61 );? d-c; .03 ~ CUIlVE C350 C351 C407 C502 C503 C504 C541 CURVE DA TA DELTA RADIUS 62'02'33' 420.00' 39'01'06' 337.00' 23'54'39' 292.00' 13'42'34' 351.00' 38'46'43' 461.00' 1'20'48' 461.00' 53'16'53' 75.00' LENGTH 454.80' 229.50' 121,86' 83,99' 312.01' 59.11' 69.75' PARCEL 'p' SEE SHEET 8 ~ <:.:l ~ ., I-.. ,....jiiJ ~iJ5 Cl::iiJ ~'" 0...: 0/-" '1'", )-0. 0. 0:...;>.17'; a 0&+-,,)- ..;>.>';/~~ a", .;>"'~ ~ "(,;f~C?<?,,~~ ~a", / Iii !i! III III CIj ~(::- ~ 0' t; ,22'13'51' R,389.00' L,150.93' t;,26'02'14'(T) R,389.00' L,176.78'(T} 62'46'05"WIRI 69.40' '\~ ,>"\ 1\ ;;! ,..;~0 (fl?V III N27'13'56'E 74.74' ABUTTER'S RIGHT OF ACCESS ~~LJ.WU!ftffiLW. 14621 OR 764! FOUND BRASS DISK BAR. r. MONUMENT N 39509.386812 E 72897,265952 ELEV 728,99 P:\Dr8.w\ngfI03Cl204-20~~MIIp\03C:2.+fM.dwg, lt1!912OO711:38:34AM,StIlIon F, Ral-HPDJ10s0c-1.pc3, PIADe8lgn RwouIt:e6,Inc. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH. RANQE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftdl Design Resources" Inc. "7'~ PlM/IIni1. E~I1. SUrwylng j 2100 Ygn,clo VII/8Y ROlld. Suit. 100 W./nut Creek. C.llfornl4 9469B~3462 TEL (9251 210.9300 I fi I DECEMBER, 2008 o 25 50 100 SCALE: ,.. SO' LEGEND III j I1III111 SF. IRI M-M IT! EV.A,E. IP P.S.E P,A.E. S,S.E. W.L.E. D,S.R.S.D. E.B,RP.D, G.S.D.E. GHA.D. S.D.E. IR11 @ @ A o o SET CITY OF DUBL/N STANDARD STREET MDNUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 6/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT LlNE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT LINE TRACT BOUNDARY REL/NQUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/C! DUBL/N SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TlON MAP REFERENCE 1:I!2H; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET, BASIS OF BEARINQS ISEE SHEET 51! TAKEN AS N88'35'01'W, BETWEEN FOUNO MONUMENTS DESIGNA TED AS A-535 ANO A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS ANO FROM THE STA TE OF CAL/FORNIA HIGHWA Y MONUMENT MAP DRAWING NO. S209,8 TO 5209.14. BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAO 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MULTIPL Y BY 1.0001136 BASED ON LAT/TUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT, SHEET 34 OF 61 y cY vJ ~ CIIRVE C314 C315 C316 C317 C318 C319 C320 C321 C322 C323 C324 C325 C326 24'34'02" 17'51'20' 14'44'00' 14'06'30' 7'51'23' 2'17'36' 17'18'55' 11'09'2r 45'02'08' 54-,7'11" 54'37'34' 63'59'38' 52'21'31' 288 ~ ... III ii III lIj- 289 - --------- CURVE DA TA DEL TA RADIUS CIIRVE DATA CURVE DEL TA RADIUS C327 54'48'1r 47.00' C328 45'02'08' 28,00' C341 29'12'52" 225.00' C342 42'07'15' 225,00' C343 6'10'29' 225.00' C406 2'46'29' 225.00' C4601T! 79'07'14' 225.00' C4611T1 79'07'14' 275.00' C4631T! 270'04'17' 47,00' C4871T1 19'36'31" 275,00' C4881T1 19'36'31' 255.00' C512 01'36'38" 225.00' C559(T} 13'55'56' 225,00' LENGTH 44,96' 22.01' 114.72' 165.41' 24.25' 10,90' 310.71' 379.75' 221.54' 94.12' 71.00' 6.32' 54.71' LENGTH 117,91' 85.70' 70.71' 67,71' 37.71' 9,01' 68.00' 43.81' 22,01' 44.53' 44.81' 44,29' 42.95' 275.00' 275,00' 275.00' 275.00' 275.00' 225.00' 225.00' 225.00' 28.00' 47.00' 47.00' 47,00' 47.00' 287 PARCEL 'D' SEE SHEET 8 ;:, ~~ ~ ~ 274 18,989 :i: SF TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BABE AND MERIDIAN. CITY OF DUBLIN ft~LA:::;::;:;;;~ Inc. '7'~ ",... · EngInHrtng · Surwylng z \ LEGEND @ @ A o o 11111 111 I! II SF. IRI M.M (T) E.V.A.E. IP P.S.E. P.A.E. S.S.E. W.Lf. D.S.R.S.D, f.B.R.P.D. G.S.D.E, G.H.A.D. S,D.E. IR1! 2700 Yl1naolo VaHtJy Road. Suit" 700 Walnut Creek. O.lIfornla 94598-3462 f"'1 I 25 50 100 SCALE: .,... /SO' T'EL (925) 210-9300 DECEMBER, 2008 SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LO T L/NE/ RIGHT OF WAY MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBL/C SERVICE EASEMENT PR/vA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/C! WA TER L/NE EASEMENT IPUBL/CI DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABATEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TlON MAP REFERENCE 0: \G a , ~ 81,57 ,,57.19' '31'45'E ~ N84'IT'34'W NB2 ., <0 c; C> ., PARCEL 'p' SEE SHEET 8 .l/!2H; FOR L/NE ANO CURVE DA TA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 51/ TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TEO AS A-535 AND A-539 IN DUBLIN BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CALlFDRNlA HIGHWA Y MONUMENT MAP DRAWING NO. S209,8 TO S209.14, BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LATITUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT, P:'DnlwIngB~ SeIlaeIer Raneh\Flnal M8p103024-FM.dwg, 112912OO711:41:06AM, StsIIon F, RoI-HPDJ1G5OC-1.pc3, P/ADM91 FlrMourt:loM, Inc. SHEET 36 OF 61 ')-' r> cP \,J ..."). O:l 0') ... III ii III 292 1Il CIIRVE C342 C343 C458(TJ C4591TI C4601T! C4611TI C506 CURVE DATA DELTA RADIUS 42'07'15' 225.00' 6'10'29" 225.00' 104"42'35' 275,00' 104'42'35' 225.00' 79'07'14' 225.00' 79'07'14' 275.00' 73'08'39' 225,00' LENGTH 165.41' 24.25' 502.57' 411.19' 310.71' 379.75' 287.24' SEE SHEET 31 287 293 291 274 SEE SHEET 38 SEE SHEET 37 P:\DnIwtngoI\03024-20~RMch\FImII_\03024-1'M.<:lwg,'2I5I2OO710:01:00AM.$tallonF,AoIl-HPOJ1050C-t.pd,PIADMign~, In<:. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO SASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUHTY, CALFORNIA ftJ. Design Resources, Inc. '7'4. P/MtIIng . EngInHrtng . ButWyfng 'Z. \ 2700 Ygnllclo VIII/sy ROlld, Suite 10Q Walnut CrtJ"k. C.flfornJ.94598~3462 JI--on o 25 0 SCALE: r.. 5f)' I TOO TEL (926) 210.9300 DECEMBER, 2006 LEGEND 11111 II III II /~ / ... 1Il ii III 1Il SF. IR! M-M (TJ E.V.AE. IP P,S.E. P,AE. SS.E. WL.E. D.S.R.S.D. E.B.R'p,D. G.S.D,E. GHAD. S.D.E. IRII @ @ '" o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHO WN SET l' IRON PIPE TAGGEO LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CALTRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITEO SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBUC! DUBL/N SAN RAMON SERVICES OISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.AD. STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARO ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TION MAP REFERENCE 273 .tfflH; FOR L/NE AND CURVE DATA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'OI"W. BETWEEN FOUNO MONUMENTS DESIGNA TED AS A-535 AND A-539 IN OUBL/N BL VO. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORN/A HIGHWA Y MONUMENT MAP DRAWING NO. S209,8 TO S209.14, BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNIA COOROINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND OISTANCES, MUL TlPL Y BY 1.0001136 BASEO ON LAT/TUOE 37'42'15" NORTH ANO ASSUMEO AVERAGE ELEVATION OF 900 FT. SHEET 3B OF 61 1'-' ~f':1. ,....,.J c/~ CIIRVE C313 C314 C4581T! C4611TI CURVE DATA DELTA RADIUS 19'38'35' 275.00' 24'34'02" 275.00' 104'42'35' 275.00' 79'07'14' 275.00' LENGTH 94.28' 117.91' 502,57' 379.75' SEE SHEET 38 SEE SHEET 38 '\ ~~ 292 ig " :" 274 ~ >, '?> <t ;. .':: " ~ 290 105,485 :i: SF i" "- ~~r- ~~I ~ G.S.D.E. ~~ ""\ l' 289 "fi1J~~ ~5.5 101,059 :i: 5F 1.7.p~' ~.8~'--~ N81'09 3"W..P.~,.1.Il.'_ "&6'9' 113,13' --. --eIS?,.. G.S.D.E. ';.V,-, '<!:Y f" 6'B~p""'_ --t!!.,4' S?"~7:;__ --.......... .9,.96'~_..... \5,39' ~~ 1~ ;:::: CQ .. h ~ Lj~ ~ <..JCr) " O::::t;j !5 ~<.o '" ~ f" '" ~~r-~~~~~C~-~~~~ ~ ~l,,______ ~ N85'15'57';W-,fj'jfj, G.S.D.E. -'Y?~'::!f!'O,J"W ~__ ----9.."c.?S' N7S'40">03..,;g~~~ - 94.B.J' ~ .. '" ~ PARCEL '0' SEE SHEET 8 ., ;-!t;; .......'J! C,,)<.o O::::t;j ~<.o PARCEL 'p' SEE SHEET 8 P:\DIawlng8\03024-20 Schaefer Ranch\FlnaI Mll!l\03ll24-FM.dwg, l!2JN200111:042.:58 AM, Sldon F, RoIl-HPOJ1015QC.1.pc3, PIA Dee9l RMourcM, Inc. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DlASLO BASE AND MERIDIAN. CITY OF DUBLIN ~ ft~LA:;;:"U;:;:;';:: Inc. ... '7'~ PlannIng · EngInHrtng . Swwylng j 2700 Ygnaolo Val/(fY Road, Suit. 100 W.'nut Or..k. California 94598-3462 TEL 1925J 210-9300 ~I"""'""I I DECEMBER, 2008 o 25 50 100 SCALE: r. 50' LEGEND 11111 I! II j II SF. IR! M-M ITI E,V,A.E. IP P.S.E. P.A.E. SSE. w.L.E. D.S.R.S.D. E.B.R.P.D. G,S.D.E. G.H.A.D, SD.E. IR1! @ @ A o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8" REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS D1S TURBED OR DES TRO YED LO T L/NE/ RIGHT OF WA Y MONUMENT LiNE EASEMENT LiNE TRACT BOUNDARY REL/NQUISHMENT OF ABUTTER'S RIGHTS; PRlVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLiC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CI DUBLiN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBL/C! GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TlON MAP REFERENCE JIQH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. BASIS OF SEARINGS ISEE SHEET 51! TAKEN AS N88'35'0I'W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CAL/FORNlA HIGHWAY MONUMENT MAP DRA WING NO. S209.8 TO S209.14. BEARINGS ANO DISTANCES ARE BASED ON THE CALIFORNIA COOROINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASEO ON LA TlTUDE 37'42'15' NORTH AND ASSUMEO AVERAGE ELEVA TlON OF 900 FT, SHEET 37 OF 61 ,Y:J ~j~~ CURVE DATA CIIRVE DELTA RADIUS C310 33'13'28' 276.00' C311 25'55'03' 275.00' C312 25'55'29' 275.00' C345 31'33'56" 225.00' C4581T1 104'42'35' 275.00' C4591TI 104'42'35' 225.00' (;.... II' C)' A;~,<{; '<1 .-, ,,"r ),(~)i\l!;' ..f,' ~~I r}.,,\ /) <(" '," <) II, 0) C!)' Qj II) ... ~ CI) III CI) N88'22'02'W - - 890.26' PARCEL 'p' SEE SHEET 8 LENGTH 159.47' 124,39' 124.43' 123.96' 502.57' 411.19' \'Jj ~ fn ~t~ ~It') "'. % 0, v"'_ *. ~ PARCEL '0' v'v' SEE SHEET 8 <l'~_ ~ SEE SHEET 30 288 292 101,673 :t SF 290 SEE SHEET 37 P:\Drawingl:I03024-20 SchaeIlIrRanch\Flrlal Map\030204-FM.dwg, 1/2VJ!Xf711:44:00f1JA,S18llonF,RoI-HPOJI050C-1.pcS,PfAOeeIgnReeoun;:es,lnc. TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftdl Design Resources. Inc. "7'~ PlMIIIntI . EngInHrtng . flurwlyIng j 2700 Ygn.olo Valley Road. Sulttt 100 Walnut Creek. California 94598-3462 TEL (926) 210-9300 ~ I DECEMBER, 2008 o 2$ 50 100 SCALE: .,.. 50' LEGEND IIIIIIII!II! SF IRJ M-M ITI E.V,A.E. IP P.S.E. P.A.E. S.S.E. W.L.E, D,S.R.S,D. E. B.R.P.D. G,S.D.E. G.H.A.D, S.D.E. fR11 @ SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR ANO CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANiTARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H,A.D. STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABATEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE , , \ (~NI3'14'51"E \ \ 1750' , , , , \~ \z. ~\o \..... "',.: -;e.',"'o' 0/',"',-", - ..- ~,t..l_ ~ \i ~\~~ \ \"- \ \ , \ , \ \ G.SS..~D,E. \~ \ ,\ 293 \ \ 118,327:i: SF \'" ,,,, 1~ l~ ~l~ ~:~ ~:~ c:q~ I'" ,,., ,,,",/ ,,,",/ !;iI, .&/~ ..~/~ l/~ ~/~' ~/t1 "1/47.65' "1/ //~N20'II'03"E ~~ ~~~// 2&90 '<?~ .'~/~1' . ~~~~Qb' @ " o o lJQH; FOR L/NE AND CURVE DATA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI'W, BETWEEN FOUNO MONUMENTS OESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECOROS AND FROM THE STA TE OF CAL/FORNIA HIGHWA Y MONUMENT MAP DRAWING NO, S209,8 TO S209.14, BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNlA COOROINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15" NORTH AND ASSUMEO AVERAGE ELEVA TlON OF 900 FT. )--> SHl:ET 3S OF 61 m;::) ""^ '.~ LINE L510 L511 L512 L513 L514 L515 L516 L517 L518 L519 L520 L521 LINE TABLE LENGTH 6.09' 7.86' 9,92' 52,93' 52.37' 50,08' 50,56' 50.53' 50.57' 40.49' 39,64' 100.25' LINE TABLE LENGTH 99,61' 29.42' 28.33' 17,15' 19.29' 53,ll' 54.11' 31,23' 28.85' 22.38' 19,69' 30,21' LINE TABLE CURVE DATA LINE LENGTH BEARING CIIRVE DELTA RADIUS LENGTH L534 33,37' N69 '26'03 "E C213 68'01'01' 47.00' 55.79' L535 21,30' N57'40'OrE C305 6'36'34 1600.00' 184,57' L535 18.16' N51'40'OrE C306 9'02'3r 800.00' 126.27' L537 22,30' N46'31'32"E C415 6'52'33' 800.00' 96.00' L538 45,27' N45'31'32"E C489 1'38'43' 1570,00' 45.08' L539 176.12' N75'38'33'W C4901T! 6'24'00' 1570.00' 175,37' L540 163.32' N75'38'33"W C580 01'29'lr llO.OO' 20.00' L541 109.14' N89'41'20'W C581(T} 12'35'23' 830.00' 182.38' L542 107.28' N89'4 l"20'W C5821T! 12'35'23" 770.00' 169.19' L543 15,00' NOO'12'40"E C584 06'52'33 llO,OO' 92.40' \ TRACT 6765 SCHAEFER RANCH ..... A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 \ SOUTH, RANGE 1 IWST, MT. DlASLO SABE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY. CALIFORNIA ft~ DesIgn Resources, Inc. '7'~ PlannIng · EngInHrtng · S_yIng BEARING N13'59'11"E N85'54'09'W N85'54'09'W N81'39'44'W N81'39'44'W N81'37'08"W N81'37'08'W N78'OO'03'W N78'OO'03'W N81'17'48'W N81'17'48'W N84'25'38'W LINE L522 L523 L524 L525 L526 L527 L528 L529 L530 L531 L532 L533 BEARING N84'25'38'W N75'38'33'W N75'38'33'W N86'10'04'W N86'10'04'W N80'06'Ol'W N80'06'07'W N89'55'41'E N89'55'41'E N81'45'40'E N81'45'40'E N69'26'03'E DUBLIN SEE SHEET 2S BL VD, "'" ", 58 ~ ____ ---- ---- ~ A~"\! III ", ", 58 ____---- 30 ~~ : \ '\ ~;fo34' "'~ --- /j 48 ~ ~58 ~ \ ~18 ,3''fJ a.'( ___---- I 49 l/j (T) 587 ___ ---- ~18'\0 \ 'IJ~" --- 1 (T) III to 522 'fJ ____ 1 l/j . \ --r --- 30 0'53' ~ C591 1 \ ___ ~ --- t efe\l ~'~ii / .. ___ ___ 12652 o. SCt'lf>. ____---- ~ _-- ~ 124.40' ~...--- o 318.~T~ - - -~ 142.35' q ~ -- ~ ~ N69~8~'~ 2SO:81' '" 37816'% ___ --- --- ~ l:~, C58.~ _ _ - 253.16' 6~W ~ 1~ - 60' WIDE WL.E., S.SE. l;I;::.f\ ITI ___ 69'08'1 , ~'K P.S.E., G.S.o.E. & E V.A.E, '" " ;; 23581' N 239 ~ ___ -; ':\ \ N69'08'16"W /p 10; ---- --- 41 ~ ___ ___ ___ ___ --- --- --- --- --- ~5: f!!@~~- >\ 1007' 300 E\'" ^~ I 'S ?if, ___ --- --\-' --- L53 L53 f, \ it> 2,36 :i: ACRES GROSS // /) r O~~ ~53 'f:!; \':i':, 2,OO:i: ACRES NET / / 1 \:- ;.,~ eJ !lWi:i;::F ~3 /~I~ J '~"'- G.s.oE fj;54 //v/e< // " , (T) /~ L53 y----- ~__-_/ _// L541 a \z ~527~~529 / / L53 "" _ ' _-// --// "t 'f, ~ L528 ,/ ~/ ~~:~ \ 1 //--- /-/-/~ ... ,'10 ~ 301 / / L53 523 ':,...,,' // :::.:J ! ':~- ~~52 "'e)~~~f\~~;;:/. L53~~~~/~e=': _", _~~//// ~2g: ~ ~ ~ ",/' "L52 ''2.6"'l'l,........;; ~~1>1J '\ 520 ,./ 8' -:0 ., , , ,,/' // \~ .00 ('..... .../ ~ \. """'.......... L524 (<") .'/'1 / /'~ .I!~2~~~~,!~/ L518 L519 /. // /// 5'52'39 ,// ,Vl. ........ .Q..Q...J'35 L516 ... /' 522 N1 ') / ,-"..... ~~t:.9B L517./ //~ ,,"" ((, "-.l " /~ 1 /^?3'~ /1;,:5;)" '//,~ /':11 L513 L515 /----//-/~// ~ ~ i/" ",.;p 302 /. / '~ ____/ ~ <'//c) I\()" ,,/' ",/' \""'" L514 -",-'" -'" '('[I C"I,' ("',-V,;.) ",./ ",/' \ ci ...../~/ 6361' ) },,-' ~ / / \ ~ // 9 (/) ,,II;' ,o! "" ~,/"'" ',""';I\1S ....."'" ) '<J - \U' <(j // ) ~.....~,'~ "'.) /// ~ L510 // - \ \ \ ..............-........J 297 " /-/~- C'I/ ... 299 III ii III l/j 298 CIIRVE C5851T1 C5861T1 C587 C588 C590 C591 CURVE DATA DEL TA RADIUS 09'02'37 llO 00' 09'02'37 83000' 07'16'14" 77000' 00'17'06 llO 00' 06'34'35 163000' 06'51'45' 1570.00' a ., ... III ii III C/) LEGEND II j III j IIII1 SF. IRI M-M IT! E.V.A.E IP P.S.E. P,A.E. SS.E. W.L.E. D,S.R.S.D, EB.R.P.D. G.S.D.E. G,H,A.D, S.D.E. IR1! 2700 Yl1naoJo Valley Road. Suit" 100 W.lnut Creek, CalifornIa 94598R3462 TEL (9251 210-9300 DECEMBER, 2008 n 25 50 SCALE: r. 50' I 100 @ SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET I" IRON PIPE TAGGEO LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT LlNE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT LINE TRACT BOUNDARY REL/NOUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PR/VA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G.H,A.D. STORM DRAIN EASEMENT IPUBL/C! GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE @ '" o o JJQH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET, LENGTH 121.54' 131.01' 97.71' 3.83' 187.09' 188.04' BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'01"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A.535 AND A-539 IN OUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209, 14, BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA nON OF 900 FT. P:'Dfawing8\03024-20SohMferRan<:h\FIflalMap\03024-FM.dwg, 1129/2fX1111:45:lI5NA.SlallonF,RoI-tlPOJ1060C-1.pc3. PIAOe89lfleaoun:M, Inc. ;J J,:, SHEET 311 OF 61 C ~ ....- <.or' ~~ J LINE TABLE LINE TABLE CURVE DATA LINE LENGTH BEARING LINE LENGTH BEARING CURVE DELTA RADIUS LENGTH L490 15,00' NI7'50'13"E L502 62,15' N78 '43 '22"W C307 5'42'50' 800.00' 79.78' L492 51.68' N72'09'4rW L503 130.03' N88'53'31'W C415 6'52'33' 800,00' 96,00' L493 52,16' N72'09'4 rw L504 129,05' N88 '53 '31'W C4721T1 12'35'23' 800.00' 175.78' L494 61.62' N75'52'48'W L505 30.21' N86'10'04 "W C604 00'44'39' llO,OO' 10.00' L495 63.84' N75'52'48'W L506 33.25' N86'10'04'W C5811TI 12'35'23' 830,00' 182,38' L495 175,64' N89'04'51"W L507 53.61' N13'59'11"E C5821T! 12'35'23' llO,OO' 169.19' L497 173.89' N89'04'51"W L508 91.03' N88'31'42"W C583 05'42'50' llO,OO' 76.79' L498 82.15' N73'22'43'W L509 55.75' N13'59'11"E C584 06'52'33 llO.OO' 92.40' L499 81,45' N73'22'43'W L500 15.00' NI5'37'17'E L501 64.19' N78 '43 '22'W SEE SHEET 27 CIll ... III ii III II) F\ C)' ICJ ~> </'v ~\V r> h) <j" /i/,CJ' ,-{ <;..' {C) 2;) /i/ ; Y ,,'\ cO \)\ ;' (!) ~ 'f Q:} -0 <r '? PARCEL 'Q' h:' - _ SEE SHEET 7 _<0 N. -- i '81.43'39"W - _ _ 386.92' ITI , - _ _ _ <> ~ "'" ~ II) III II) '" 53 ~I~ :st~ ",1<::\ l.L l.L o 0 ;,... ;,... I-. I-. ~ <3 o () <:, 1V81'43'39,::'3,48, - - - - - - t'" 382 9'ITI - ---__ SCHAEFER 1V81'43'39-OW - _ 37765-:- - - - _ _ 60 ~ 50' WIDE WLE, SSE, -€jf-+-- _ <S P.S.E., G.S.D.E. & E. V.A.E. fi --. 583 I I C582 / 302 IT! / ~ 2,88 :i: ACRES GROSS <:, I Q 492 2fJ'S6 4:4 ACRES NET ;:96 ~! i ~.....__ I;;; ~ ---- GSDE. --./ GSDE ~ ~~~-~_____--_j--------- -----________J~ ~~--p Me------~-~--(!ii~lff e->- ---- ,~GSDE .~ e!J ~ I ?i '" - - - :Jt~~~;,j~:::~::::.::~-/ L.... - - ----~--~frJ 1V?5~.?5.9"'w' 7' 301 .~ .~ ~I<:\j '" '" <> ~ c ~ '" 53 ~ '" -' '" ~ --- ~ ----- ... III ii -:------____ ttI ____---- ----__ II) ------ . 983"'6?-S?,9..?,J' ------ . rr/ _____ ~ ~ o ~ ;,... I-. <3 --- (', Jlf ()' /< ~ '-I) (j, ',;" )':.' /<i I\<l ('<) ,~I I') , (., '\ ({) .Ii; 0; <.::) Q{ ;,... I-. ~ o () P:\Dr8wlnoSI03024-20 Sctlaelllt Rww:tl\FlrW Map'D302+FM.dwg, 1/2912OO711:048:38IW, $talloI'! F, f'loll.+iPOJ10600-1.pc3, PIA ee.;gn AoIeooroee, inc. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO SASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ft41 Design Resources, Inc. "7'~ PlannIng · EngInHrtng · Burwytng j 2700 Ygn,clo Vdtty R~d. Suite 100 W.lnut Cr..k. e,lIfornl, 94698R3462 TEL (9261 210-9300 ~ I DECEMBER, 2008 o 25 50 100 SCALE: .,.. liD' LEGEND I1II11111111 SF. IRI M-M ITI E. V,A.E, IP P,S.E. P.A.E S.S.E. W.L.E, D.S.R,S.D, EB.R.P.D. G.S.o.E. G.HA.D, S.D.E, IR1! @ @ A o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l'IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LO T LlNE/ RIGHT OF WAY MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY REL/NQUISHMENT OF ABUTTER'S RIGHTS; PRlVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT IPUBL/C! DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D, STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TlON MAP REFERENCE NOTE: FOR L/NE AND CURVE OA TA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNIA HIGHWA Y MONUMENT MAP ORA WING NO. S209.8 TO S209.14. BEARINGS AND OISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TIPL Y BY 1.0001136 BASED ON LATITUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT. SHEET 40 OF 61 ~ ,.-J ~.J-,J -<) CURVE C366 C3671T1 C368 C369 C370 C3l1 C372 C373 C374 CURVE DATA DEL TA RADIUS 51'14'39' 120,00' 117'56'20' 40,00' 58'57'32' 262,50' 133'20'48" 46,50' 31'07'16' 103.00' 51'22'39' 164,00' 29'14'27" 365,00' 3'54'44" 3150,00' 5'20'44' 370.00' LENGTH 107.33' 82,34' 270.12' 108,22' 66,73' 141.06' 186,28' 215.09' 34.52' II! t ...- ~- CI.i III CI.i CURVE C375 C376 C576 C577 CIIRVE DATA DELTA RADIUS 10'10'18' 414.00' 07'35'40' 154,50' 48'33'11' 40,00' 04'51'44' 650.00' LENGTH 73.50' 20.48' 33,90' 46.67' SEE SHEET 15 19 16 17 PARCEL 'I' SEE SHEET 7 PARCH 'lj' SEE SHEET 6 " " " " " " '~.s.9. .?6':>oJ.(.J,.>.. 'J>,..> ............Jt-. " " " " ". " ~ it? ::E7 .f -~----~ ......- --- /' -- /' ----- ....... ---- / //'~ -----e=--- /'- --- ----- 37 1. ~~ .. ~ / 1. ~~~~~~/~~~~ :0 - -- _ - ~ ~ --------- ~ _~--- 31 CENTERLINE OF 20' WIOE E8.R.P.D, TRAIL EASEMENT, E V.A.E. & PRIVA TE ACCESS EASEMENT IN BENEFIT OF PARCEL 'A' PARCH 'lj' SEE SHEET 6 P:'Lll1lwings\ClSCl24--20$cI\afIferRanc:tt\FlnalMap\03024-FM.dwg, 112'i12oo711:41;.41 AM,SWlcln F. Aof.HPOJ1060C-1.pe3, PIA~ ~ lne. TRACT 6765 SCHAEFER RANCH A PORTION OF BECTIONS 3 " 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY. CALIFORNIA ~ ftit Design Resources. Inc. "7'~ PlannIng · EngInHrtng · Burwylng I 2700 Yiln.C{O Valley Road, SIJIt~ 100 Walnut Creek. C.llfornl. 94698-3462 TEL (925) 210-9300 p..---. n I DECEMBER, 2008 o 25 50 100 SCALE: .,. II 50' LEGEND III ... III ii III CI.i Ill! 1111 j III S.F. IRI M-M IT! EV.AE IP P.S.E. P,AE. S.S.E. W.L,E D.S.R.S.D. EB.R.P.D. G.S.D.E. G.H.AD. S.D.E. IRII @ @ A o o SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LO T LlNE/ RIGHT OF WAY MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS; PRlVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/C! DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.AD. STORM DRAIN EASEMENT IPUBL/C} GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/C! RECORD INFORMA TlON MAP REFERENCE .NQIE; FOR L/NE AND CUR VE DA T A SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'01"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEOA COUNTY RECOROS AND FROM THE STATE OF CAL/FORNIA HIGHWAY MONUMENT MAP DRAWING NO. S209.8 TO S209.14. BEARINGS ANO DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT. r SHEET 41 OF 51 --<i' ----,~~ O<l CIIRVE C394 C395 C396 C397 C398 C399 C401 C402 CURVE DATA DELTA RADIUS 90'00'00. 25.50' 90'00'00' 25,50' 26'18'25' 262,50' 38'35'04' 262,50' 61'15'31" 147.50' 59'27'40' 172,50' 38"35'04' 237.50' 25'18'25' 237.50' LENGTH 40.06' 40,06' 120,52' 176.11' 157.70' 179,02' 169,94' 109,05' III ... ~ l/j III l/j 1715.15' - __'160 ? 0, '\0\' ,\ o .' rJ~' . (;, (" \:F~' Of.. rJOY (,0' \,\0, .\(v c, . ' 00' J ,.,\2v \-\~ r'(~r-\ y 61-1 > ~1;'?\'\ ,? " III ... COUNTY OF ALAMEDA III --- ----=I:: CITY OF DUBLIN l/j III C/) !:!89'33'52'W 27,E1.ff/I!!' 986.36' I I \ \fJ \ \ " ~ ~ <5', ?v~:~<.? ? ~ "- "- '%- ~ "- C:9~ <:t'l_" /25' WIDE E.B.R.P,D. TRAIL v.c,~ ~ -( ~~fv~~~N~C~~;/'E~SEMENT , IN BENEFIT OF EB.R.PD. , SERIES NO, 02-151758 \ \,B \ \ \ \ \ PARCEL 'lj' SEE SHEET 6 PARCEL 'A' SEE SHEET 6 N73'40'44'W 25.00' & END OF P'IOnl~'0002.4-20SchHf&rf'.an(:tl\Flnal Map\03024-Al.dwg, 112912OO711:48~,\M,StIdloof, RoIloHPDJ106ClC-1.pc3, PIA 0fIlI09'I RelloI.lrOIIll,1nc:. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BABE AND MERIDIAN, CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ftdl Design Resources, Inc. "71~ PlannIng · EngInHrtng . s..".yIng j 2700 Ygn.olO V,/~y Road. Suite 100 W.lnut Cr.ek. e.llfornl. 94698-3462 TEL (9261 210-9300 ~ I DECEMBER, 2006 o 25 50 100 BCALE: 1". 60' LEGEND 1/1111/11111 SF. IR! M-M IT! EV,A.E. IP P.S.E. P.A.E S.s.E W.L.E D,S.R.S.D, E B.R.PD. G,S.D.E. G.H,A.D. SD.E. (Rl! @ @ A o o SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET " IRON PIPE T AGGEO LS 4245 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT " IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYEO LO T LlNE/ RIGHT OF WAY MONUMENT L/NE EASEMENT LINE TRACT BOUNOARY REL/NQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITEO SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVATE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT (PUBL/C! OUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT GHA.D. STORM DRAIN EASEMENT (PUBLICI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TlON MAP REFERENCE HQH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI'W, BETWEEN FOUND MONUMENTS DESIGNATED AS A-535 AND A-539 IN DUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CALIFORNIA HIGHWA Y MONUMENT MAP DRAWING NO, S209.8 TO S209, 14. BEARINGS ANO DISTANCES ARE BASED ON THE CALIFORNIA COORDINA TE SYSTEM, NAO 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TITUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TION OF 900 FT, SHEET 42 OF 61 ..-- if <><Q '" ~'i;4~i/~A~: ~~~::::r, o;V~O~ ~D%RI~ALT7; - - - - - "i ACCESS EASEMENT IN BENEFIT OF PARCEL 'A' ~\ ~---------- '- l: ~(;B"'~ 39 PARCEL 'A' /'/';;:-:-~::--49 -:::s~" .~ '" f /' "-,/. -..."-...~ "- .iI! OJ " N73'40'44"W SEE SHEET 6 / /' /' ':l.. '" " N73'40'44' ~i )~_~~,,-64'62" //;><s~/ \. "~~, 2500' 39 "- 49 / / / " ~:?,,;.. ;.. i;] 250 '\ \ / / / 49 ,"?' "'o~ f~ i;b N73'40'44"W \ ~~ /~ 'Z'6'::?z" I ~. N16'19'16'EI J.:...'" ~ 629' \~~:::- / I / "" ,"- "- ~ 'Y: 44 31'1T1::------7 ~ \ \~~ ~ / " ~" / / 37 \ -7-\ 49 i(; / CENTERL/NE OF 20' WIDE WL E, EBRPD TRAIL " , " G / / ) I \ ~ / EASEMENT. EVAE & PRIVATE ACCESS EASMENT "" 'C7y / \, . '- /' IN BENEFIT OF EB R P,D, SERIES NO 01-206548 " / / f "/ /'8 f f ..... - - --- / I~ : r 1 ( 37 I 1 1 1 ",I i.l 1;;l~1 I~I~I \~\~\ 1 I \ \ PARCEL 'lj' \ \ SEE SHEET 7 \ \ \V\~ CENTERL/NE OF 20' WIDE EBRPD \ \ TRAIL EASEMENT, EVA E & PRIVA TE \ ACCESS EASMENT IN BENEFIT OF \ PARCEL 'A' \~ \ \ ,,~"" "- "-,, !;? "- ..... ;, PARCEL 'lj' "....." '----~ }:8 SEE SHEET 6 ,---- --- --- --- --- " '-,,~ " '" " "- SEE SHEET '" CURVE C377 C378 C379 C380 C393 () C\j ... III ii III CIj "- CURVE DATA DEL T A RADIUS 96'55'12' 36,00' 24'43'44' 200,00' 72'39'50' 200.00' 26'24'15' 200.00' 30'55'12' 212.50' CIIRVE DA TA DELTA RADIUS 90'00'00' 25.50' 90'00'00' 25.50' 30'55'12" 187,50' 36'42'5r 75.00' 117'33'52" 40,00' LENGTH 40.06' 40.06' 101.19' 48.06' 82,08' CIIRVE C498 C499 CURVE DATA DELTA RADIUS 45'32'49' 310,00' 54'24'00' 175.00' LENGTH 60,90' 86,32' 253.65' 92,11' 114.68' CIIRVE C394 C395 C403 C496 C497 P:~\03024-20 S<:hMlar Ranch\Flnal MapI03()24..FM.dwg, 112912<<JT 11:49'.30 AM, SIBlion F, RoI+IPOJt050C-1.pc3, P/ADee9l AlIIoun:les, ~ SEE SHEET 42 i::"i:::" ~t ~ ~ - ~ ~ ~ '" '" ~ fIl t t ~ ~ TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ... ftJa Design Resources. Inc. "7'~ PlannIng · EngInHrtng . SlInIeylng ~'C) j 2700 Ygnllolo Valley Road, SuIte 100 ,,';-> Walnut Creek, aallfornlll 94698-3462 TEL (925/ 210.9300 'I) ~ I DECEMBER. 2008 Ct.) 0 25 50 100 \"~::l SCALE: ,.. 50' ~"\I i LENGTH 246.43' 166.16' SEE SHEET 6 PARCEL A' SEE SHEET 6 in '" ~ PARCEL 'A' SEE SHEET 6 1::-.) LEGEND @ @ A o o 11111/111111 iJ:; SF, IR! M-M ITI EV.A.E. IP P,S.E. P.A.E. S,S,E WLE. D.S.R.S.D. EB.R.P.D, G.S.D.E. G,H.AD. S.D.E. IRII SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MDNUMENT DF RECORD AS SHOWN SET 1" IRON PIPE TAGGED LS 4246 SET 518' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON CDMPLETION OF CONS TRUC TlON FOR CALTRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NEI RIGHT OF WA Y MONUMENT LINE EASEMENT LINE TRACT BOUNDARY REL/NQUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBL/C SER VICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G.H,AD. STORM DRAIN EASEMENT IPUBLlCI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TlON MAP REFERENCE JJQH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. .~~ ~-'....., c) BASIS OF SEARINGS ISEE SHEET 51! TAKEN AS N88'35'0I'W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-639 IN DUBL/N BL VD. FROM TRACT 5926 FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY 'RECORDS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRAWING NO. S209,8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1,0001136 BASED ON LATITUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT. SEE SHEET 6 ,.) p SHEET 43 OF 61 "J-- ~ PARCEL 'lj' SEE SHEET 6 CENTERL/NE OF 20' WIDE EB.R,P.o, TRAIL EASEMENT, E, V.A.E. & PRIVA TE ACCESS EASMENT IN BENEFIT OF PARCEL 'A' PARCEL 'lj' SEE SHEET 6 P:\Or&wlngaI03024-20SctwleIerReneh\Fll*~FM.ctwg, 'f29I2OO711;50:1eAM,StallorlF.floI.HPOJ106QC.1.pc3,P/Ao.ign~,lnc. CURVE C379 C380 C381 C382 C383 C388 CIIRVE DATA DELTA RADIUS 72'39'50' 200,00' 26'24'15' 200.00' 7'35'50' 400.00' 15'54'04' 200,00' 07'53'36 310,00' 30'57'01" 1165.00' LENGTH 253,65' 92.17' 53.04' 55.51' 42.71' 629.31' PARCEL A' SEE SHEET 6 '" '" ",'" C>~ !'>'" "''" ""' ~ PARCEL A' SEE SHEET 6 lU ~~ ...... r>~ "'~ ~" TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 & 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftJ. Design Resources, Inc. "71~ PlannIng · EngInHrtng · Surwytng j 2700 Ygn.clo Valley Ra.d, Suite 100 W,lnut Creek, C,'lfornla 94698-3462 TEL 1925} 210~9300 ~ / DECEMBER, 2008 o 25 $0 100 SCALE: .,.. 1J(j' LEGEND till 11111 III _? fi: S.F. (RI M-M (TJ EV.A.E, IP P,S.E P.A.E S.S.E W.L.E D.S.R,S.D, EB.R.P.O, G.S.O.E. G.H,A.O, S.D.E. IRtJ @ @ 0. o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT LINE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT IPUBL/CI DUBL/N SAN RAMON SERVICES DISTRiCT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBLlC! GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE }JgH; FOR L/NE AND CURVE OA TA SEE TABLE THIS SHEET. SASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'01"W. BETWEEN FOUNO MONUMENTS DESIGNA TED AS A-535 AND A-539 IN OUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CALIFORNIA HIGHWAY MONUMENT MAP DRAWING NO. S209.8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUOE 37'42'15" NORTH AND ASSUMEO AVERAGE ELEVA TlON OF 900 FT. SHEET'" OF 61 --- J-J "- ~ '\..,,) "' o-Q SEE SHEET 33 ~ ... ~ lI,\ III lI,\ SEE SHEET 13 PARCEL 'G' SEE SHEET 8 6.78\ k9'OI'25'WI , IA:IA~/ ;43.02' .~ ,,~1J:; ./ "'- \'\~16' \! 94. ./ 41 ./~ N14'35'19' ~ /\ ~ 37.02 ".\~\ I . \. ~'-o'i~\ \ /~. -(;>'1'66~,~ \ C16 ~... <'ll"'/ '\ %"'-~ \ ":?oO_ ,~\<;\\)( "" \ \ \ Cl 11/ '" ~ TJ '\"/.1' "" 2504' '36"" \ _'66./1\~ ~ ~_ '\ N13'1864' .--' \-." " v 1b--- d ~ PARCEL 'j' v~ '\ \" ..-.-<18'36'" >f,o O~~/~'fp"," ~~ ~ N131~35' J',,~,,~ ~"'J':,,~~EE SHEET 7 ~ '('....~ <.P." ~:.~ _ 'lI"6'.. ~ "",_ ,,-:;. f'a. .0 ,... ~~ ".z: \co.. ~d' c2~ ~ '{;. " ~\ .z. l?_ ~,j) Q-._ C?o '\. ~-:>\ \~ 'l1'7Q ~....~ ~ \c..:> ~ "'-;;." ". \-\""- 15' WIDE -,. ~ " GSDE, ~~ " PARCEL 'B' '" " SEE SHEET 8 '\ C ERL/NE OF 20' WIDE E.B.R, , TRAIL EASEMENT, E. V,AE. RIVA TE ACCESS EASEMENT ENEFIT OF PARCEL 'A' N36'30'12"E 14.49' ~ CURVE C16 C17 C18 C19 C881T1 C203 C356 C357 C416 C417 C536 C537 C55ffT! C578 C579 CIIRVE DATA DEL TA RADIUS 2'43'4r 1145.00' 20'04'45" 1285.00' 34'50'46' 1110.00' 12'08'55' 1255.00' 34'50'46' 1110.00' 04'43'13 689.00' 36'07'55' 110.00' 31'44'34' 300,00' 6'04'52" 271.00' 14'23'42' 271.00' 40'49'01' 100.00' 66'41'10' 200,00' 17'06'32" 1255.00' 01'45'15' 1285.00' 06'39'32" 1285.00' ~ --> "'/ ~ '- OFDUBLlN~\'l\i'\i1\ CITY i'\ I"1'i'TTY''''. \ i1 \1 \ 378,64' \'1'\ i1 \'l\~8y'O~t ALAMEDA COUNT BAStS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'0I'W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN OUBL/N BL VO. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CALIFORNIA HIGHWAY MONUMENT MAP DRAWING NO. S209.8 70 S209.14. BEARINGS AND OISTANCES ARE BASED ON THE CALIFORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1,0001138 BASED ON LATITUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT, LENGTH 54.55' 450,32' 675,08' 266./1' 675.08' 48.52' 69.37' 166.20' 29.40' 69.59' 71.24' 232.78' 374.74' 39.34' 149,34' PARCEL 'r' SEE SHEET 9 EJTJ...\ rE OF;' C.ALJP[)f}jVLA i4010 Off 80) P:\[)qwlngll\03024-20SdIMl9rRolnch\Final~FM,dwo.112912Of1711:51:Z1AM.stalionF,f'loI..HPOJ1050C-1.pc3,P/Ao..l\1l~lne. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALA~DA COUWTY, CALFORAUA ~ ftJa Design Resources. Inc. "7'~ PIannIntI · Eng/nHrlng · Surwylng j 2700 Yl1n.olo V,I/By Ro.d. Suite 100 W,lnut Cr.ek. e.llfornl. 94698-3462 TEL (925J 210-9300 1"""""1, I DECEMBER, 2008 o 25 50 100 BeAu;, r, 110' LEGEND 111,1111 t II J ~ SF, IRI M-M ITI EV.A.E. IP P.S.E P.A.E. S.s.E W.L.E D.S.R.S.D, E.B.R'p,D. G,S.D.E. G.H.A.D. S.D.E. IR11 ... ~1Il ii III lI,\ 1lQIJf; FOR L/NE AND CURVE DATA SEE TABLE THIS SHEET, @ @ '" o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT 1" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBLIC SERVICE EASEMENT PRIVATE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/C! WA TER L/NE EASEMENT IPUBLlC! DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G,H,AD. STORM DRAIN EASEMENT IPUBL/C! GEOLOGIC HAZARD ABA TEMENT DIS TRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TION MAP REFERENCE SHEET 46 OF 61 e _~-\JTm <:,.() TRACT 6765 SCHAEFER RANCH CIIRVE DATA DEL TA RADHJS 25'54'33' 1469,00' 13'20'13' 1231.00' 11'59'12' 1169.00' 08'33'06' 589.00' 34'50'46" 1110.00' 7'34'2r 1229.00' 13'20'13' 1171.00' 25'54'33' 1529.00' 04'43'13' 589.00' 13'16'19' 589,00' 10'29'29" 1229.00' CURVE C26 C27 C28 C29 C881T1 C92 C93 C94 C203 C5481T! C5521TI LENGTH 664.28' 286.55' 244.56' 81.91' 675.08' 162.47' 272.58' 691.42' 48.52' 136.44' 225,04' A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftJ. Design Resources" Inc. "7'~ ,.,-" · EngInHrtng . SurNyIng j ~ ... III ii III III PARCEL 'lj' SEE SHEET 6 6.76' 2700 Ylln.clo V.Hey Rfnd. Suite 100 W./nut Creek, O./lfornl. 94598-3462 ~[""1 25 50 SCALE: .,... 50' TEL (925) 210~9300 DECEMBER, 2008 I 100 LEGEND -1,..... ~. 17'lnl7"l~ PARCEL 'G' "'....~ . "/~SEE SHEET 8 In 17"1/'7 Clry a PARCEL 'H' O,N?~IN SEE SHEET 8 OlINry 0"~L484.f~~/nnl~ """""0,, '"."'~ /.... /') %/J> 0~~ C).~,.L. ~jd'~ 0..('. ,J./z.. a 0--<,.,.:. ~ 1l!v-:".p ~~ (""~\1'_/", ~~/> "'. '0,." 1 171 C/r;- 4'", 0-" a COqf~/?I' ~6'LIN r;- 0,,/1/ <..;> 17'1 SASIS OF BEARINGS ISEE SHEET 511 "L"4tl,1'717'1~ TAKEN AS N88'35'01"W, BETWEEN FOUND MONUMENTS DESIGNATED '1 '~1J'j AS A-535 AND A-539 IN DUBL/N BL VD, FROM TRACT 5926, FILEO IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STATE OF CAL/FORNIA HIGHWAY MONUMENT MAP ORA WING NO. S209.8 TO S209.14. BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT, @ SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l'IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBEO OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT L/NE EASEMENT LINE TRACT BOUNDARY RELlNOUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT 1" IRON PIPE PUBL/C SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlC! WA TER L/NE EASEMENT IPUBL/CI DUBLIN SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT IPUBLlC! GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TlON MAP REFERENCE @ '" o o ~- - -=-.:--=.: 41~M ....1 I I I I I I I j I I I ----------I !II !Il S,F. III IRI M-M III IT! III EVA.E. IP P.S.E. P.A.E. S,S.E. W.L.E D.S.R,S.D, E.8.R.P.D, G.S.D.E. G.H.A.D. S.D.E. IRII PARCEL 'r' SEE SHEET 9 \ \ \Y C}-,-'- (:\0) of'\ v O( ..j~ r'" fA : -' ;;II 1/QH; FOR L/NE ANO CURVE DA TA SEE TABLE THIS SHEET. SHEET 46 OF 61 oa P;IDnI>MngsI03ll24-20~Rarteh\FInBlMapI03024-FM.dwg, 11'l912OO711:52:10AM.Sla\iQnF. Roli-HPOJ1050C-l.pc3, PIA Design Retourc:M, Inc. \....--' oQ CURVE C24 C25 C26 C94 C95 C96 CIIRVE DATA DEL TA RADIUS 6'40'34' 1969,00' 8'18'08' 2031.00' 25'54'33' 1459.00' 25'54'33" 1529.00' 8'18'08' 1971.00' 6'40'34' 2029,00' LENGTH 229.43' 294.29' 664.28' 691,42' 285,60' 236.42' PARCEL 'lj' SEE SHEET 6 ~.~ 1/;;j to.. ----_ S? C2 !II ~~ !I! .N?3'O, ---- lIj ~'1f/3 "- !II ~8'"'1 ~ ~ ~. <: 2 <.l '" ~ ~ ~ ii? i1J :, '" ;)< ~ <: C2 \:;\ ~5'O.!.E:!!. 339.78' M-M DUBLIN BDiiiEVAiiD ~I ~7'3~ ~, 233.61' M-M .~ ., '" N88'26'4rw 288,68' M-M 1!J~V'" ,\'1-' ~~ ~~",9t- -( 0 ,Q\t-\>v ov< ,~~ t' ,~~ 0 ,~~ ~-( .,~~ ~ "CP dO .) _\-'0 \JiG I P:~'003024-2()SchMferRanQhIFIn$lMBpI03024-FM.dwg. 1f2912Olf111:53:06AM, StalIonF, RolI-HPDJl050C-'~,P/Ao.sIgn F\aoI.Reea, Inc. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ft.41 Design Resources,1nc. "'71~ PlannIng . EngInHrtng . Burwylng j 2700 Ygn.olo V.Hey Ro.d. Suit. 100 W.lnut C'Hk. C.llfornl. 94598.3462 TEL (92S) 210~9300 I n I DECEMBER, 2006 o 25 $0 100 BCALE: .,... $(J' LEGEND @ @ '" 0. o IIII11111111 SF. IR! M-M (T) EV,A.E. IP P.S.E. P.A.E. S.S.E. W.L.E D.S.R.S.D, EB.R.P.D. G.S.D.E. G,H,A.D, S.D.E. IR11 SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 518' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DIS TURBED OR DES TRO YED LOT LlNEI RIGHT OF WA Y MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY RELlNOUlSHMENT OF ABUTTER'S RIGHTS; PRIVATE ACCESS PROHIBITEO SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER LINE EASEMENT IPUBLlCI DUBL/N SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.A.D. STORM DRAIN EASEMENT (PUBLIC! GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT (PUBL/CI RECORD INFORMA TlON MAP REFERENCE SASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBLIN BLVD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECOROS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209.14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 31'42'15' NORTH AND ASSUMED AVERAGE ELEVA nON OF 900 FT, SHEET 4T OF 61 ---- .:;---' rL & ~ ... W ii III lIj PARCEL 'r' , SEE SHEET 9 " CITY OF DUBL/N TI ~ 31:: ~'S: " 1 ~n!JJ.)JJd "2ldj }riIir "Z- ~ f:jj .l<<2H; COUNTY OF ALAMEDA ~, ~ IS':::;; FOR LINE AND CURVE DATA SEE TABLE THIS SHEET. ~';;~~ ~... ,"'IS II 10-. ..J...V1~~ (j ,~~ d\'-1d' 0 /~ .fi1~ r)r\ "" ~~'" p,-S ~~~~ ~g ~OJ._ ~"'i\ CITY OF DUBLI~ ,,, r1 iT 1 .,.~ i\1imlll\lll\ ,I II I I I \ \ \ \ 1 1\i"\ n \ N85017'16"E 32099 COUNTY OF ALAMEDA CIIRVE C22 C23 C24 C96 C97 C98 C111 C5471TI CIIRVE DA TA DEL T A RADIUS 12'26'08' 1231.00' 11'48'06' 1469,00' 6'40'34' 1969.00' 6'40'34' 2029.00' 11'48'06' 1529.00' 20'14'40' 1171.00' 07'48'32" 1231.00' 20'14'40' 123tOO' PARCEL 'lj' SEE SHEET 6 C2 ....-- 't ... !H :!! _ N87'38.'OO'W 233.61' M-M C/) 9 ~ ~ 19 CITY OF DUB 911111111111111111lilnlil f N88'55'22'E 216.17' IR11 COUNTY OF ALAMEDA DUBLVO~~!llL ------ri'83;07'39'E 309.65 LENGTH 267,18' 302,58' 229.43' 236.42' 314,94' 413.75' 167.78' 434.96' N87'20'5l'E 419.69' M-M PARCEL 'r' SEE SHEET 9 TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftJ. Design Resources. Inc. "7'~ PlannIng · EngInHrtng · Surwylng j 2100 Ygn.clo V.N~y Road, Suit. 100 W.lnut Cr..k. Callfornl. 94598.3462 TEL (925) 210-9300 Jl--n I DECEMBER, 2008 o 25 50 100 SCALE: ,.. 60' LEGEND @ @ '" o o --01------ 't _____ ....111111111111 ~ C/) -~ 19 9 SF, IRI M-M ITI E. V.AE. IP P,S,E. P.A.E. SS.E. W,L.E. D.S.R.S.D, E.B.R.P.D. G,S.D.E. G.H.AD, S.D.E. IRO " ~ .~.r ~2$~ &€~; '" 1::,,,,& e;8t; ,";,; !i!!& ~(j /~,., ",/'> C}". 15'.;>.. ~ 00"""... 0-<" ~"':"'lr;- av~", O-<'.?.s. ~ ~ "'", /" ~.,,~-'//;- "V',- ( __,c, 0>, _( (\ I Y ,r'>i 0 0). \t~V 'f f" l\J..-,1 VI OP~ ~.~ ~~~ " ~o>~~ PARCEL r 1'- ~/~~ SEE SHEET 9 -,.'" Z ~- -,. CITY OF DUBLIN n 45.00' Iii r'l I'" N89'27'OrW 115.61'1TI COUNTY OF ALAMEDA P:'Dntwlng8\(l3OU.20SctIaeIerR8nch\FInlIlMap\(l302.4-FM.dwg,1129r.!QQ711:53;39AM,SlaIlonF,RoI-HPOJ1060C-1.pe3,PlADeslgnAellol;rc;ea,lnc. SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET I" IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS OISTURBED OR OESTROYED LO T L/NE/ RIGHT OF WAY MONUMENT L/NE EASEMENT L/NE TRACT BOUNDARY REL/NQUlSHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SOUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT l' IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER L/NE EASEMENT IPUBL/C! DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.AD. STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABA TEMENT OISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TION MAP REFERENCE 1lQH; FOR L/NE AND CURVE OA TA SEE TABLE THIS SHEET. BASIS OF BEARINGS ISEE SHEET 51! TAKEN AS N88'35'01"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN OUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECOROS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP ORA WING NO. S209.8 TO S209, 14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LATITUOE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVATION OF 900 FT, }-,) SHEET 48 OF 61 c., <,J =<) CURVE CIOIRII C20 C21 C22 C98 C99 Cl00 Cl01 C547fT} CIIRVE DATA DELTA RADIUS 16'25'39'! 11225,00' 19'17'22" 1231.00' 19'31'42" 1169,00' 12'26'08' 1231.00' 20'14'40' 1171.00' 10'50'50' 1229.00' 0'51'57' 1229,00' 17'22'11" 1171.00' 20'14'40' 1231.00' C2 ~--- ---- ... III ii N8!.:lE:F'E~9' ~ Ill- C/) C9 PARCEL 'F' SEE SHEET 9 LENGTH 1137.42' 414.44' 398.43' 267,18' 413.75' 232,68' 18.57' 355,00 434.96' ~ iii ::: " ~"i f:: Q." ~ S? [;;/ ~ ~ DUBLIN N87'42'26'E 409.06' 2889~ - ~ BOULEVARD 449' \~ Duel-IN TY of I'll , R11 lii'1'rriN ~~~~~IO~'8lIN C,I01'~!)['F19~~6:tA~D" u~~w ~ ~O COUNTY OF 204.10' IR1! CouN ALAMEOA P:lDr8wrinQ11\030204-20SdlaeIeI'Aanch\fioal M8p\0S024-FM.dwg, 1/2W2011711:54:30AM, SlalklnF. Rof-HPDJ1l1!5OC-l.pc3, P/AOe8Ign ~ Inc. PARCEL 'lj' SEE SHEET 6 C2 ----Ill ... III ii -!II ft,i Cl01 PARCEL '[' SEE SHEE T 9 cO 01 1).,'((> r\';O r V~\.J 1 TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. ~ CITY OF DUBLIN ~ ft~LA;;:;:;;:;;:;;;: Inc. "7'~ ~. EngInHrtng. Butwylng j 2100 Ygn,ofo V,"~y Ro.d. Suft8 100 W.'nut C",$k. C.llfornJ. 94598-3462 TEL (925) 210-9300 I "I DECEMBER, 2008 o 25 50 100 SCALE: r. 60' LEGEND 11111111111 ! SF. IR! M-M fT} EV.A.E. IP P.S.E. P.A.E. S.S.E. WLE. D.S.R,S.D, E.B.R.P.D. G.S.D.E. G.H.A.D. S.D.E. IR11 @ @) A o o SET CITY OF DUBL/N STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRlVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MQNUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBL/CI WA TER LINE EASEMENT IPUBL/C! DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G,H.A.D, STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlCI RECORD INFORMA TION MAP REFERENCE }JQH; FOR LINE AND CURVE OA TA SEE TABLE THIS SHEET, SASIS OF BEARINGS ISEE SHEET 511 TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNA TED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP ORA WING NO, S209.8 TO S209.14. BEARINGS AND DISTANCES ARE BASED ON THE CALIFORNIA COORDINA TE SYSTEM, NAD 27, ZONE 3, TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TlTUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT. SHEET JIg OF 61 .._) d .,J0 c~ CIIRVE C8IRl! C91Rl1 C19 C20 Cl01 CURVE DATA DELTA RADIUS 112'24'60'! 11525.00' 11'50'23'! 11175,00' 12'24'51' 1469,00' 19'17'22" 1231.00' 17'22'11" 1171.00' 01- "t ... ~ lI:i N87'35'16'E ~' 11I-- III PARCEL '[' SEE SHEET 9 ~\ll ,Due \ 11'\\ 0' \ '11 C\1~ \~\ ~\,2.,~",lOD~ ~' \\'E f ~~ 2,.0 ,56 21~ 0 116~oull LENGTH 1330.42' 137.73' 318.28' 414.44' 355.00' PARCEL 'lj' SEE SHEET 6 " / ,(Q fa "- l'v t: ,'<.I if ^\j~ ~c; Q.. TRACT 6765 SCHAEFER RANCH A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT. DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftJ. Design Resources, Inc. "7'~ PlannIng · Ent1/nHrlni1 · SUlWyIng I 2700 Ygn.clo Valltly Ro.d, SuIt. 100 W.lnut Creek. e"lfornl. 94598~3462 ri5 50 ,1 SCALE: r Jt 60' LEGEND TEL (925) 210~9300 DECEMBER, 2008 @ SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT I" IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT LINE EASEMENT LINE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT I" IRON PIPE PUBLIC SERVICE EASEMENT PRIVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlC! WA TER L/NE EASEMENT IPUBLlC! DUBLIN SAN RAMON SERVICES DISTRICT EAST BAY REGIONAL PARK DISTRICT G,H.A.D. STORM DRAIN EASEMENT IPUBL/CI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBL/CI RECORD INFORMA TlON MAP REFERENCE ,,, r::: [), 1\-( to r\'IO r V.~v r:,,,\\J-\ cO 0"'1 , \ \('- Gf\y @ '" o o _------10 N84'4 'orE 445,00' ti I"' N84'49'orE 445,O~ ! - DUBLIN BOULEVARD -L - - - - mT'!'T1'1'i1ll :'="-:.:--=': N88'58'28'W 325.66' M-M -. '1'- lTl"T\rl nl"\) III I" " " I " " CITY OF DUBLIN ~lQ,. II m \'i \ i\ i'I \TTlN~41.~9\orE 386.54' (R1 In lirrl r l'lil nllll!lll! IIII II ITfirrn1\ I \ 445.00'(T) COUNTY OF ALAMEDA C8 SF. {RI M-M IT! EV.A.E IP P,S.E. P.A.E. SSE. W.L.E D.S.R.S.D. E.B.R.P.D, G,S.D.E. G.H,A.D. S.D.E. IR11 JJQH; FOR L/NE AND CURVE DA TA SEE TABLE THIS SHEET. P:\Dfa\fl/klge\03024-20SctlMIefRanch\Flnal MapI03(l:U-FM.dwg. 112912OO711:55:12AM,StldlonF,RoI-HPOJ105()C.1.pc3, PIA DeeIgnReeoun:e&.Inc. BASIS OF SEARINGS ISEE SHEET 51! TAKEN AS N88'35'OI"W. BETWEEN FOUND MONUMENTS DESIGNATED AS A-535 AND A-539 IN DUBL/N BL VD, FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNIA HIGHWA Y MONUMENT MAP DRAWING NO. S209.8 TO S209, 14. BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNlA COORDINA TE SYSTEM, NAO 27, ZONE 3. TO OBTAIN GROUND DISTANCES, MUL TlPL Y BY 1.0001136 BASEO ON LA TlTUDE 37'42'15" NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT. SHEET 60 OF 61 \,J-J ~ 6,13'" " "-v--. " N45'57'42"WJ" ~ 10798' "" . " " ~ ,," y' " " 20' WIDE E.B.R.P.o, TRAIL EASEMENT,/ ~""- E V.A.E., & PRIVA TE ACCESS EASEMENT 8 "- "- IN BENEFIT OF PARCEL 'A-I' "- "- ~, , l!liIA!J. C57 ......... ......... ~ ~ \ SCALE: 1". 20' ........ '..................... N65/>31'3rw I_:"'J I ;'0 ~ ::... j('" 8852' \ ',~ 7r!jL;~' 59':){;, "'----~514 \ , :,or) n,;V; '~'I' re';..;'.:, 7'!~p.' , , ........... 'f.... ........ --' ~ 1 ,....,.f~<:. r rj,-..d.~."._, _ PARCEL 8-1 ~ ~\ LOT 66 SEE SHEET 6 " "\ \ TRACT 5926 " "\ \ B~D{/l&,';g~ 78 N40'50'3p'W il" N61'54'3~'~ TO BE QUITCLAIMED BY 2183 "-...11905 E. VA E. THE CITY OF DUBLiN ,", , SEE OETAIL TO THE CALiFORNIA 'C- 1 ' C575 "'- ,~ ' 36 \ HIGHLANDS H.D.A. BY , " \ N37'17'05'W SEPARA TE INSTRUMENT , , ' \ \ 88,52'1TI '~', \ N08'06'41"EIR! 40.02' '\ , ~ ' N08'06'41'EIRI 39.24' ':: ~ N84'49'07"E 445.00' -NBi'53'irw ... DUBLIN BotJlEVAR3! 4549~ ~ - ~50"W 348.89' M-M! ; 18.70' ! C17 CIj...._ - --l 7335' 1 r~ 38 CITY OF DUBLIN In 1"11 "/1 1 1 1 1 1 1 1 " 1 1 I rr n~, n ITIi OITY~ ~8"'6'4rw; ~ or n r l 4-0.,.. (jo~~r;;m li~~1 ~~8LJN . , 57:9# .~185.44' l:l ~,g7\'EI . 38, ' I't. ",,,y, 70",.>. C7 OF ALAMeDA 445 00 'IT! P ",-,<> it< n N COUNTY OF ALAMEDA 1,j:>_ . ~~~ $ Nl1'3l'14'EIR! 19.00' 'Q''?9'03' ~, 36,69' 'E~ NI2'30'5rEIRI 20.09' Se8.?' W "" N79'18J/y Ol~~AMEDA ........ N86'40'56'W 324.50'lT! LINE UIR11 L38 L301 L302 LINE TABLE LENGTH 164,981 4.79 58.46 54,55 BEARING IN62'26'35'WI N37'17'05"W N84'49'orE N52'46'22"E CIIRVE C6IRI! C7IRl! C17 C18 C89 C365 C464 C573 C574 C575 C5531T1 C560 CURVE DATA DELTA RADIUS 1/1'06'30' 1450,00' !16'41'54"! 1/175.00' 3'02'20' 1164.50' 13'17'34' 1231.00' 0'59'66' 1175.00' 16'17'58" 559,94' 01'40'33' 1/64,50' 19'33'55' 500.00' 24'41'07' 100,00' 21'04'Or 100.00' 17'41'50' 1175,00' 63'38'10' 58,00' P:\tlrawinoe\030:2.4-20SchuIllrRanch\FlnalMlplO3024.FM.dwg.2J5I2OO710:01;46AM,&ationF,RolI-HPOJ105QC.1.pc3,P/ADe8lgn~,lnc. PARCEL 'A-1' SEE SHEET 6 LENGTH 187.24' 1342.44' 61.76' 285.60' 20.49' 159.29' 34.06' 170.74' 43.08' 36.77' 362.93' 64.42' N12'30'5rEIR! DUBLIN BL VD IA-536! Z$ff;;t'~:~ IA-539! .8.3.~'BAS/~~F!.EARING1t' N88 35'33'W IRI! ,z N01'24'2rE ~ 18.06' ,; ~ ~ TO BE QUITCLAIMED BY THE CITY OF DUBLiN TO THE CAL/FDRNlA HIGHLANDS H.D,A. BY SEPARA TE INSTRUMENT A PORTION OF SECTIONS 3 a 4, TOWNSHIP 3 SOUTH, RANGE 1 IWST, ~ MT, DIABLO BASE AND MERIDIAN. CITY OF DUBLIN ALAMEDA COUNTY, CALIFORNIA ~ ftil Design Resources. Inc. "7'~ PlannIng · EngInHrtng · Butwytng j TRACT 6765 SCHAEFER RANCH \ , 2700 Ygn.clo V_lIey Ro.d, Suite 100 W.'fWt Crfltlk, C.mornl. 94698-3462 H""'1 o '5 50 SCALE: r. 50' I 100 TEL (926) 210.9300 DECEMBER, 2008 LEGEND j 11111 I! III1 SF IRI M-M ITJ E.V.A.E. IP P,S.E. P,A.E. SSE W.L.E. D.S.R.S.D. E.B.R.PD. G.S.D.E. G,H.A.D. S.D,E IR11 @ @ A o o SET CITY OF DUBLIN STANDARD STREET MONUMENT STAMPED LS 4246 FOUND STREET MONUMENT OF RECORD AS SHOWN SET l' IRON PIPE TAGGED LS 4246 SET 5/8' REBAR AND CAP TAGGED LS 4246 SET REPLACEMENT l' IP TAGGED LS 4246 UPON COMPLETION OF CONSTRUCTION FOR CAL TRANS MONUMENTS DISTURBED OR DESTROYED LOT L/NE/ RIGHT OF WA Y MONUMENT LINE EASEMENT L/NE TRACT BOUNDARY RELINQUISHMENT OF ABUTTER'S RIGHTS; PRIVA TE ACCESS PROHIBITED SQUARE FEET RADIAL MONUMENT TO MONUMENT TOTAL EMERGENCY VEHICLE ACCESS EASEMENT r IRON PIPE PUBL/C SERVICE EASEMENT PRlVA TE ACCESS EASEMENT SANITARY SEWER EASEMENT IPUBLlCI WA TER L/NE EASEMENT IPUBLlCI DUBLIN SAN RAMON SERVICES DISTRICT EAST BA Y REGIONAL PARK DISTRICT G.H.AD, STORM DRAIN EASEMENT IPUBLlCI GEOLOGIC HAZARD ABA TEMENT DISTRICT STORM DRAIN EASEMENT IPUBLlC! RECORD INFORMA TlDN MAP REFERENCE JJQH; FOR L/NE AND CURVE DA T A SEE TABLE THIS SHEET. SASIS OF BEARINGS TAKEN AS N88'35'orW. BETWEEN FOUND MONUMENTS DESIGNA rED AS A-535 AND A-539 IN DUBL/N BL VD. FROM TRACT 5926, FILED IN BOOK 222 OF MAPS A T PAGES 71-84, ALAMEDA COUNTY RECORDS AND FROM THE STA TE OF CAL/FORNlA HIGHWA Y MONUMENT MAP DRAWING NO, S209,8 TO S209.14, BEARINGS AND DISTANCES ARE BASED ON THE CAL/FORNIA COORDINA TE SYSTEM, NAD 21. ZONE 3, TO OB T AIN GROUND DIS T ANCES, MUL TlPL Y BY 1.0001136 BASED ON LA TITUDE 37'42'15' NORTH AND ASSUMED AVERAGE ELEVA TlON OF 900 FT, SHEET 61 OF 61 'c6 ~ v-:> ~