The URL can be used to link to this page

Home My WebLink AboutCC Resolution 14309 (51 Gold Hill Grade Subdivision & Impr. Agr.)RESOLUTION NO. 14309 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN RAFAEL APPROVING THE PARCEL MAP, THE SUBDIVISION IMPROVEMENT AGREEMENT AND THE STORMWATER MANAGEMENT FACILITIES AGREEMENT FOR 51 GOLD HILL GRADE, SAN RAFAEL, CALIFORNIA WHEREAS, the Planning Commission of the City of San Rafael did on the 13t' of September 2016, adopt Resolution Numbers 16-19 and 16-20 approving a Lot Line Adjustment (LLA 16-001) and Tentative Parcel Map (TS 16-001) to allow modification to the parcel, and subdivide into three lots and development of one new single family home (APN: 015-091-03); and WHEREAS, the applicant has submitted a Parcel Map for said subdivision, entitled "51 Gold Hill Grade" and supporting documents; and WHEREAS, the Parcel Map offers for dedication a public Fire Road and Trail Maintenance Access Easement, and a Public Utility Easement; and WHEREAS, the City Engineer and Acting City Surveyor have examined the Parcel Map and supporting documents and have determined that they comply with the conditions of approval and requirements of the approved Tentative Parcel Map and the requirements of the California Subdivision Map Act; and the City Engineer is recommending that the City Council approve the Parcel Map, accept the Fire Road and Trail Maintenance Access Easement, and reject all other offers of dedication to the public shown thereon; and WHEREAS, the Community Development Department has examined the Parcel Map and supporting documents and has determined that they comply with the requirements of the approved Tentative Parcel Map; and WHEREAS, a Subdivision Improvement Agreement and Stormwater Management Facilities Agreement have been proposed to implement certain of the conditions of approval of the Tentative Parcel Map; and WHEREAS, the City Engineer has examined the Subdivision Improvement Agreement and Stormwater Management Facilities Agreement, and is recommending that these agreements be approved by the City Council. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of San Rafael approves the Parcel Map for the 51 Gold Hill Grade, approves accepting the offer of dedication to the public of the Fire Road and Trail Maintenance Access Easement and approves rejecting all other offers of dedication to the public. BE IT FURTHER RESOLVED that the City Council of the City of San Rafael approves accepting the Subdivision Improvement Agreement and Stormwater Management Facilities Agreement attached to the staff report submitted to the City Council, subject to final approval by the City Attorney as to form, and authorizes the City Manager to execute said Agreements. BE IT FURTHER RESOLVED that the City Council of the City of San Rafael hereby authorizes the City Clerk, upon receipt of the executed Subdivision Improvement Agreement and Stormwater Management Facilities Agreement, and all other required bonds, fees, insurance and other documents, to record the Parcel Map and Stormwater Management Facilities Agreement in the Official Records of the County of Marin. I, ESTHER C. BEIRNE, Clerk of the City of San Rafael, hereby certify that the foregoing resolution was duly and regularly introduced and adopted at a regular meeting of the Council of said City on 17th day of April, 2017, by the following vote to wit: AYES: COUNCILMEMBERS: Bushey, Colin, Gamblin, McCullough & Mayor Phillips NOES: COUNCILMEMBERS: None ABSENT: COUNCILMEMBERS: None ESTHER C. BEIRNE, City Clerk City of San Rafael • California Subdivision Improvement Agreement THIS AGREEMENT is made and entered into as of the 17th day of April, 2017, by and between the City of San Rafael (hereafter, the "City"), and Martin J. Covne (hereafter, the "Subdivider"). RECITALS: A. Subdivider is developing a subdivision called 51 Gold Hill Grade, San Rafael, California (hereafter, the "Subdivision"). B. Subdivider has presented to City for approval a parcel map entitled: Parcel Map 51 Gold Hill Grade (hereafter, the "Parcel Map"). C. The Parcel Map has been filed with the City Engineer and City Clerk of the City. D. Subdivider has requested approval of the Parcel Map prior to the construction and completion of improvements, including all streets, highways or public or private ways and public utility facilities which are a part of, or appurtenant to, the Subdivision as designated in the Parcel Map (hereafter, the "Subdivision Improvements"), all in accordance with, and as required by, the plans and specifications for said improvements, entitled "Improvement Plans 51 Gold Hill Grade", dated September 2016 (the "Improvement Plans), on file in the office of the City Engineer of the City. E. This agreement is executed pursuant to the provisions of the Subdivision Map Act of the State of California and Title 15 of the San Rafael Municipal Code. NOW, THEREFORE, the parties agree as follows: 1. Performance of Work Subdivider shall furnish all required materials for, and shall perform or cause to be performed, at Subdivider's own expense and in a good workmanlike manner, all of the work and improvements related to the Subdivision as shown on the Improvement Plans. All of the work and improvements and materials shall be performed and installed in strict accordance with the Improvement Plans; provided that in case there are not any standard specifications of City for any of said work, it is agreed that the same shall be done and performed in accordance with the standards and specifications of the State of California Department of Transportation. Subdivider shall also perform and supply such additional work and materials which, in the opinion of the City Engineer and on his order, are necessary to complete the improvements in accordance with the Improvement Plans, or with any changes to the Improvement Plans ordered by said Engineer as necessary or required to complete the work. All such work shall be subject to the conditions, requirements and recommendations as set forth by the San Rafael City Council Resolution No. 14309 adopted at the regular meeting of the City Council held on the 17th of April 2017, and shall be performed under the direction and to the satisfaction of the City Engineer of City. 2. Soils Engineering Contractor It is mutually agreed that the City shall determine the soils engineering firm to perform required soils testing and investigation, at the Subdivider's sole expense, during the construction of the Subdivision Improvements. Subdivision Agreement • 1 3. Work. Places and Grades to be fixed by Engineer All of said work is to be done at the places, of the materials, in the manner, and at the grades, all as shown upon the Improvement Plans and to the satisfaction of the City Engineer. 4. Work. Time for Performance City hereby fixes the time for the completion of the Subdivision Improvements to be within two (2) vears from the date when this agreement is approved by the City Council. At least fifteen (15) calendar days prior to commencement of work hereunder, Subdivider shall notify City Engineer in writing of the date fixed by Subdivider for commencement thereof, so that the City Engineer shall be able to provide services for inspection. 5. Time is of Essence - Extension Time is of the essence of this agreement; provided that in the event good cause is shown therefore, the City Council may extend the time for completion of the Subdivision Improvements hereunder pursuant to San Rafael Municipal Code Section 15.11.130. Any such extension may be granted without notice to the Subdivider's surety, and extensions so granted shall not relieve the surety's liability on the bond to secure the faithful performance of this agreement. The City Council shall be the sole and final judge as to whether or not good cause has been shown to entitle Subdivider to an extension. 6. Repairs and Replacements Subdivider shall replace, or have replaced, or repair, or have repaired, as the case may be, all pipes and monuments shown on the Parcel Map which have been destroyed or damaged, as the case may be, or shall pay to the owner(s) thereof, the entire cost of replacement or repairs, of any and all pipes and monuments damaged or destroyed by reason of any work done hereunder, whether such pipes and monuments be owned by the United States or any agency thereof, or the State of California, or any public agency or political subdivision thereof, or by the City or by any person whomsoever, or by any combination of such owners. Any such repair or replacement shall be to the satisfaction, and subject to the approval of the City Engineer. 7. Utility Deposits. Provision Subdivider shall make all deposits legally required by each public utility corporation involved in the provision of services for the Subdivision for the connection of any and all public utilities to be supplied by such public utility corporation within the Subdivision, and shall ensure that utilities are available to said Subdivision prior to final occupancy thereof. 8. Permits. Compliance with Law Subdivider shall, at Subdivider's expense, obtain all necessary permits and licenses for the construction of the Subdivision Improvements, and shall give all necessary notices and pay all fees and taxes required by law. 9. Superintendence by Subdivider Subdivider shall give personal superintendence to the work on the Subdivision Improvements, or have a competent foreman or superintendent, satisfactory to the City Engineer, on the work at all times during progress, with authority to act for Subdivider. 10. Inspection by City Subdivider shall at all times maintain proper facilities, and provide safe access for inspection by City to all parts of the work and to the shops wherein the work is in preparation. The Subdivider shall pay overtime incurred by City inspectors whenever the Subdivider elects to work on Saturday, Sundays, and holidays, and he shall also pay overtime incurred by any City inspector when Subdivider works any Subdivision Agreement • 2 overtime hours. The inspection of work shall not relieve the Subdivider of any of his obligations to complete the Subdivision Improvements as prescribed. Defective work shall be made good and unsuitable materials may be rejected, notwithstanding the fact that such defective work and unsuitable materials may have been previously overlooked and accepted by the City Engineer. 11. Improvement Security Prior to the filing of the Parcel Map by the City Engineer, the Subdivider shall present to and file with the City of San Rafael a surety company bond in the sum of One Hundred Sixty Three Thousand, Seven Hundred and Seventy Five Dollars ($163,775.00) issued by a company duly and regularly authorized to do a general surety business in the State of California conditioned upon the faithful performance of this agreement and by its terms made to inure to the benefit of the City of San Rafael. The surety on said bond and form thereof shall be satisfactory to the City Attorney. 12. Alternate Improvement Security Subdivider may deposit at the time for submission of the bonds mentioned in paragraph 11 above, in lieu of a surety bond, cash in the amount of said required bond with the City Finance Director of the City as a guarantee for the faithful performance of this agreement. The City Finance Director may disburse progress payments to the Subdivider on his order as the work progresses; provided first that the Subdivider shall submit a demand for a progress payment and the demand for payment and the amount is approved, in writing, by the City Engineer of the City. No progress payment allowable hereunder shall be made for more than ninety percent (90%) of the value of any installment of work and not before each installment of work shall have been completed to the satisfaction of the City Engineer. The final payment for the work to be performed under this agreement shall be made 35 days after formal acceptance of the subdivision by the City upon determination of the City Engineer that all improvements required by this agreement have been completed to his full and complete satisfaction. As the hereinabove -mentioned deposit is a guarantee for the faithful performance of this agreement, the City may, upon a breach, default, or violation of any of the provisions of this agreement resort to the hereinabove -mentioned deposit for the purposes of taking over the work and prosecuting the same to completion. Upon breach, default or other violation of this agreement requiring the City to take over the work, the City Finance Director shall release, to the City Engineer, upon written demand of the City Engineer, such amount or amounts of the deposit remaining as the City Engineer estimates is reasonably necessary to complete the work. In lieu of the surety bond or cash as required by Title 15 of the San Rafael Municipal Code, an instrument or instruments of credit in the amount of said required bond may be deposited with City upon condition the financial institution furnishing the credit pledges to the City it has the funds necessary, that they are on deposit as guarantee for payment of the public improvements required and that the said funds are held in trust for the purposes set forth in this agreement. 13. Labor and Material Bond (50% of Improvement Cost) Subdivider shall furnish security in the amount of Eighty One Thousand, Eight Hundred and Eighty Eight Dollars ($81,888.00) securing payment to the contractors, subcontractors, persons renting equipment or furnishing labor or materials for the Subdivision Improvements. The security may be cash, surety bond, or instrument of credit as permitted by the Subdivision Map Act of the State of California. Such security shall be retained by the City for a period of ninety (90) days following acceptance of the Subdivision Improvements by the City or for such other period as may be required or permitted pursuant to Government Code provisions governing the release of labor and material bonds for subdivision improvements. 14. Monumentation Bond N/A Subdivision Agreement • 3 15. Maintenance Bond N/A 16. Hold Harmless Agreement Subdivider hereby agrees to, and shall, hold City, its elective and appointive boards, commissions, officers, agents, and employees harmless from any liability for damage or claims for damage for personal injury, including death, as well as from claims for property damage which may arise from Subdivider or Subdivider's contractors, subcontractors, agents, or employees of the Subdivider's contractors, subcontractors, or by any one or more persons directly or indirectly employed by, or acting as agent for, Subdivider or any of Subdivider's contractors or subcontractors arising out of Subdivider's performance of its obligations or conduct of its operations under this Agreement. Subdivider agrees to, and shall, defend, indemnify and hold harmless the city and its elective and appointive boards, commissions, officers, agents and employees from any suits or actions at law or in equity for damages caused, or alleged to have been caused, by reason of any of the aforesaid operations. A. City does not, and shall not, waive any rights against Subdivider which it may have by reason of the aforesaid hold harmless agreement, because of the acceptance by City of any of the insurance policies described in paragraph 18 hereof. B. The aforesaid hold harmless agreement by Subdivider 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, regardless of whether or not City has prepared, supplied or approved of plans, specifications, or either, for the Subdivision, and regardless of whether or not any insurance policies shall have been determined to be applicable to any of such damages or claims for damages. C. Subdivider agrees that the use of any and all streets and public improvements hereinabove required to be constructed shall be, at all times prior to the final acceptance of the subdivision by the City, at the sole and exclusive risk of the Subdivider. The City may, at its sole option, issue permission to occupy all or a portion of the Subdivision Improvements prior to final acceptance of said Subdivision Improvements. The issuance of any permission to occupy the Subdivision Improvements located within the Subdivision shall not be construed in any manner to be an acceptance and approval of any or all of the streets and improvements in Subdivision, or that stage of development of said streets and improvements represented by their conditions at the time of issuance of said occupancy permit or permits, or any stage of their development reached between the period commencing with the issuance of any occupancy permit, and the final acceptance of the Subdivision. 17. Protection of Public Safety Subdivider is obligated to protect the public safety during all phases of the work, and shall erect and maintain all necessary barricades, signs and warning devices necessary to ensure public protection. In the event that City discovers a condition on the site which in its determination constitutes an immediate danger to public safety, and Subdivider cannot respond at once, City may erect any barriers, signs and warning devices it deems necessary. In such event, Subdivider shall pay for the labor of City's crews as specified on the latest fully -burdened rate schedule at the time the work is performed, per worker; plus the cost of any materials used and a reasonable fee for use of any barricades found necessary. In no event shall Subdivider pay less than one hour minimum per worker assigned if City takes action pursuant to this paragraph. 18. Insurance Subdivision Agreement • 4 A. Scope of Coverage. During the term of this Agreement, Subdivider shall maintain, at no expense to City, the following insurance policies: 1. A commercial general liability insurance policy in the minimum amount of one million dollars ($1,000,000) per occurrence/two million dollars ($2,000,000) aggregate, for death, bodily injury, personal injury, or property damage. 2. An automobile liability (owned, non -owned, and hired vehicles) insurance policy in the minimum amount of one million dollars ($1,000,000) dollars per occurrence. 3. Worker's compensation as required by the State of California, with statutiory limits, and employer's liability insurance with limits of no less than one million dollaras ($1,000.000) per accident for bodily injury or disease. Subdivider's worker's compensation insurance shall be specifically endorsed to waive any right of subrogation against City. B. Other Insurance Requirements. The insurance coverage required of the Subdivider in subparagraph A above shall also meet the following requirements: 1. The commercial general liability insurance policies shall be specifically endorsed to include the City, its officers, agents, employees, and volunteers, as additionally named insureds under the policy. 2. The additional insured coverage under the commercial general liability insurance policies shall be primary with respect to any insurance or coverage maintained by City and shall not call upon City's insurance or self-insurance coverage for any contribution. The "primary and noncontributory" coverage in the Subdivider's policy shall be at least as broad as ISO form CG20 0104 13. 3. The insurance policies shall be specifically endorsed to provide that the insurance carrier shall not cancel, terminate or otherwise modify the terms and conditions of said insurance policies except upon ten (10) days written notice to the City. 4. If the insurance is written on a Claims Made Form, then, following termination of this Agreement, said insurance coverage shall survive for a period of not less than five years. 5. The insurance policies shall provide for a retroactive date of placement coinciding with the effective date of this Agreement. 6. The limits of insurance required in this Agreement may be satisfied by a combination of primary and umbrella or excess insurance. Any umbrella or excess insurance shall contain or be endorsed to contain a provision that such coverage shall also apply on a primary and noncontributory basis for the benefit of CITY (if agreed to in a written contract or agreement) before CITY'S own insurance or self-insurance shall be called upon to protect it as a named insured. 7. It shall be a requirement under this Agreement that any available insurance proceeds broader than or in excess of the specified minimum insurance coverage requirements and/or limits shall be available to CITY or any other additional insured party. Furthermore, the requirements for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; Subdivision Agreement • 5 or (2) the broader coverage and maximum limits of coverage of any insurance policy or proceeds available to the named insured; whichever is greater. C. Deductibles and SIR'S. Any deductibles or self-insured retentions in Subdivider's insurance policies must be declared to and approved by the City Attorney, and shall not reduce the limits of liability. Policies containing any self-insured retention (SIR) provision shall provide or be endorsed to provide that the SIR may be satisfied by either the named insured or City or other additional insured party. At City's option, the deductibles or self-insured retentions with respect to City shall be reduced or eliminated to City's satisfaction, or Subdivider shall procure a bond guaranteeing payment of losses and related investigations, claims administration, attorney's fees and defense expenses. D. Proof of Insurance. Subdivider shall provide to the City Attorney all of the following: (1) Certificates of Insurance evidencing the insurance coverage required in this Agreement; (2) a copy of the policy declaration page and/or endorsement page listing all policy endorsements for the commercial general liability policy, and (3) excerpts of policy language or specific endorsements evidencing the other insurance requirements set forth in this Agreement. City reserves the right to obtain a full certified copy of any insurance policy and endorsements from the Subdivider. Failure to exercise this right shall not constitute a waiver of the right to exercise it later. The insurance shall be approved as to form and sufficiency by the City Attorney. 19. Repair or Reconstruction of Defective Work If, within a period of two years after final acceptance of the work performed under this agreement, any structure or part of any structure furnished or installed or constructed, or caused to be installed or constructed by Subdivider, or any of the work done under this agreement fails to fulfill any of the requirements of this agreement or the specifications referred to herein, Subdivider shall without delay and without cost to City, repair or replace or reconstruct any defective or otherwise unsatisfactory part or parts of the work or structure. Liability under the contracts of surety or guarantee referred to in paragraphs 11 and 12 of this agreement shall be released upon the completion of all work and public improvements to the satisfaction of the City Engineer as provided and permitted by the Subdivision Map Act of the State of California. Should Subdivider fail to act promptly or in accordance with this requirement, or should the exigencies of the case require repairs or replacements to be made before Subdivider can be notified, City may, at its option, make the necessary repairs or replacements or perform the necessary work, and Subdivider shall pay to the City the actual cost of such repairs plus fifteen percent (15%). 20. Subdivider Not Agent of City Neither Subdivider nor any of Subdivider's agents or contractors are or shall be considered to be agents of City in connection with the performance of Subdivider's obligations under this agreement. 21. Cost of Engineering, Inspection and Other Fees Subdivider shall pay to the City all costs as required by Section 15.11.040 of the San Rafael Municipal Code. Subdivider shall also pay overtime incurred by the City's inspector whenever the Subdivider elects to work overtime or on Saturday, Sunday and Holidays. Parcel Map Plan Check Deposit $3,285.00 Improvement Plan Check Fee $2,615.00 Improvement Inspection Fee $1,464.00 Total $7,364.00 Additional Fees Due Prior to Recordation of Parcel Map: Parkland Dedication Fee $5,903.93 Subdivision Agreement • 6 22. Notice of Breach and Default If Subdivider refuses or fails to obtain prosecution of the work, or any severable part thereof, with such diligence as will ensure its completion within the time specified, or any extensions thereof, or fails to obtain completion of said work within such time, or if Subdivider should be adjudged a bankrupt, or Subdivider should make a general assignment for the benefit of Subdivider's insolvency, or if Subdivider, or any of Subdivider's contractors, subcontractors, agents or employees, should violate any of the provisions of this agreement, City Engineer may serve written notice upon Subdivider and Subdivider's surety of breach of this agreement, or of any portion thereof, and default of Subdivider. 23. Breach of Agreement. Performance by Surety or City In the event of any such notice, Subdivider's surety shall have the duty to take over and complete the work and 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 agreement and does not commence performance City may elect to 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 Subdivider, 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 Subdivider as may be on the site of the work and necessary therefore. The Subdivider shall be liable to the City for any excess costs, claims, damages, liability, or expenses of whatever nature or kind, direct or indirect, including reasonable attorney fees which are directly or indirectly caused by the execution and enforcement of this agreement. 24. Binding of Agreement This agreement shall bind, and the benefits inure to, the respective parties thereto, their legal representatives, executors, administrators, successors in office or interest, and assigns. 25. Legal Fees In the event that legal action is necessary to enforce any provision of this agreement, the prevailing party shall be entitled to reasonable attorney fees and legal costs. CITY OF SAN RAFAEL: SUBDIVID Bv: Jim,'ch ttz Martin Coyn� City _ nager Owner ATTEST: ,*-o,4� Esther C. Beirne City Clerk Subdivision Agreement • 7 AP ROVED AS TO FORM: Robert F. Epstein City Attorney APPROVED AS TO CONTENT: Kevin McGowan Assistant Public Works Director/City Engineer Subdivision Agreement • 8 �jl�loc��UlS1C'ih ' W�rmUZWv�^Y IS► CA C-, APR 1 1 2011 CIT_ Y_ ATTORNEY CONTRACT ROUTING FORM INSTRUCTIONS: Use this cover sheet to circulate all contracts for review and approval in the order shown below. TO BE COMPLETED BY INITIATING DEPARTMENT PROJECT MANAGER: Contracting Department: Public Works `- Y/J./,7 Project Manager: Kevin McGowan/Josh Minshall Extension: 3158 Contractor Name: Martin J. Coyne Contractor's Contact: Ray Cassidy Contact's Email: marinplastering@sbcglobal.net�—vz ❑ FPPC: Check if Contractor/Consultant must file Form 700 Step RESPONSIBLE DESCRIPTION COMPLETED REVIEWER DEPARTMENT DATE Check/Initial 1 Project Manager a. Email PINS Introductory Notice to Contractor i.:lrcl-� here to ❑ enter a date. b. Email contract (in Word) & attachments to City 3/29/2017 Atty c/o Laraine.Gittens@cityofsanrafael.org ❑ 2 City Attorney a. Review, revise, and comment on draft agreement 4/7/2017 and return to Project Manager 4/6/2017 M ETD b. Confirm insurance requirements, create Job on PINS, send PINS insurance notice to contractor ® ETD 3 Project Manager Forward three (3) originals of final agreement to 4/7/2017 ❑ contractor for their signature 4 Project Manager When necessary, * contractor-siened agreement ❑ N/A agendized for Council approval *PSA > $20,000; or Purchase > $35,000; or Or ❑ Public Works Contract > $125,000 Date of Council approval en dale. PRINT CONTINUE ROUTING PROCESS WITH HARD COPY 5 Project Manager Forward signed original agreements to City 4/10/2017 Attorney with printed copy of this routing form 6 City Attorney Review and approve hard copy of signed 7 agreement 7 City Attorney Review and approve insurance in PINS, and bonds 7 LLA (for Public Works Contracts) 8 City Manager/ Mayor Agreement executed by Council authorized official V 9 City Clerk Attest signatures, retains original agreement and forwards copies to Project Manager 7 F l� to RECORD WITHOUT FEE PER G.C. 27383 RECORDING REQUESTED, AND WHEN RECORDED RETURN TO: Esther Beirne, City Clerk City of San Rafael P.O. Box 151560 San Rafael, CA 95415-1560 Assessor's Parcel No. 01 5-091-03 �1 Ill�lll��l�l�l�li�lll�l�l��l�llli��lll �II 2017-0022983 Recorded I REC FEE 0.00 Official Records I County of I CONFORMED COPY 0.00 tlarin I RICHARD H. BENSON I Assessor -Recorder I County Clerk I I RS 08:48AII 09 -Jun -2017 I Page 1 of 7 STORMWATER MANAGEMENT FACILITIES AGREEMENT This Agreement is entered into as of the 17 day of April, 2017, by and between the CITY OF SAN RAFAEL, a charter city (hereinafter "CITY"), and MARTIN J. COYNE (hereinafter "OWNER"). WHEREAS, OWNER owns certain real property known as 51 Gold Hill Grade, San Rafael, California more specifically identified by deed in Recorder's Document Number 17-0003436 and described in Exhibit "A" attached hereto (the "Property"); and WHEREAS, the conditions of approval for a development project on the property, as contained in CITY Planning Commission Resolutions No. 16-19 and 16-20, adopted on September 13th, 2016, require OWNER to construct certain improvement, which include stormwater management facilities on the Property, the approved plans for which are included in the plans titled "Improvement Plans 51 Gold Hill Grade Subdivision" dated September 2016; which are on file with the Department of Public Works of the CITY, and collectively referred to hereafter as the "Improvements"; and WHEREAS, the aforementioned conditions of approval of the development project also required OWNER to maintain the Improvements in perpetuity, and to enter into an agreement with CITY specifying the scope of OWNER'S maintenance obligations and the rights of CITY with respect to enforcement of OWNER'S maintenance obligations. NOW THEREFORE, the parties agree as follows: 1. At its sole expense, the OWNER shall construct the Improvements in accordance with the approved plans on file with the CITY, within two (2) years of April 171h, 2017, or prior to occupancy of any residence constructed on the Property, whichever occurs first. 2. At its sole expense, OWNER shall use its best efforts to diligently and adequately maintain the Improvements, in perpetuity, in a manner assuring peak performance at all times, 5-1- 37.) �- t4 -4 -6 -is . and shall make such changes or modifications, subject to CITY approval, as may be reasonably necessary for the Improvements to continue to operate as originally designed and approved. 3. At its sole expense, OWNER shall inspect the Improvements as often as required, but in any event at least once a year, and shall provide CITY with an Annual Inspection Report on or before the anniversary of this Agreement, in a form approved by CITY, which describes the condition and performance of the Improvements. 4. OWNER, in removing and disposing of any materials as part of its maintenance of the Improvements, shall comply with all federal, state, and local laws. Upon CITY's written request, OWNER, at its sole expense, shall provide CITY with documentation in a form approved by the City identifying any materials removed in connection with maintenance of the Improvements, their quantity, and their destination. 5. OWNED agrees that CITY, its employees, contractors, and agents, may enter upon the Property, upon twenty-four (24) hours advance written notice, for any duration of time reasonably necessary to inspect the Improvements and do any related testing. CITY agrees that every effort shall be taken to minimize or avoid interference with OWNER's use of the Property in connection with such an inspection. 6. In the event OWNER fails to satisfactorily maintain the Improvements as required under this Agreement, and OWNER fails to cure such failure within thirty (30) days after written notice to cure is given by CITY, CITY, its employees, contractors, and agents, may enter the Property to cause any maintenance as may be necessary to be done on the Improvements, and may thereafter bill OWNER for the entire cost and expense of such maintenance, including administrative costs and interest, to the maximum amount permitted by law, from and after 30 days from the date the maintenance expense bill is mailed by CITY to OWNER. In the event any such maintenance expense bill is not paid within said 30 days, CITY may initiate a civil action to recover the amount owed, and the prevailing party in such action shall be entitled to recover its costs, including reasonable attorney's fees. CITY also shall be entitled to cause a lien for any such unpaid maintenance expense bill to be recorded against the Property. In addition, CITY shall be entitled to have the unpaid amount of the maintenance expense bill placed as a special assessment on the next regular tax bill levied against the Property, after which such assessment shall be collected in the same manner as ordinary municipal taxes are collected, and shall be subject to the same penalties and same procedures under foreclosure and sale in the case of delinquency as provided for ordinary municipal taxes. 7. CITY may require OWNER, from time to time, to post security in a form, amount, and for a time period satisfactory to CITY to guarantee performance of the obligations stated herein. Should OWNER fail to perform the obligations under this Agreement, CITY may, in the case of a cash bond, act for OWNER using the proceeds from such cash bond, or in the case of a surety bond, require the surety to perform the obligations of this Agreement. 8. OWNER shall indemnify, hold harmless, and defend the CITY from and against any and all claims, demands, suits, liabilities, losses, damages and payments, including reasonable attorneys' fees, claimed or made against or incurred by CITY arising from OWNER's construction, operation or maintenance of the Improvements. However, to the extent that liability is caused by the active negligence or willful misconduct of CITY, OWNER's indemnification obligation shall be reduced in proportion to the CITY's share of liability for the active negligence or willful misconduct. 9. This Agreement shall be binding upon the parties and their administrators, representatives, successors and assigns, and shall inure to the benefit of the parties, and each of thein, and to their administrators, representatives, successors and assigns. 10. This Agreement shall be recorded in the Office of the Recorder of Marin County, California, at the expense of OWNER, and shall constitute notice of the obligations herein set forth, which shall run with the land and shall be binding upon all of the successors and assigns in title to the Property. 11. All notices and other communications required or permitted to be given under this Agreement, including any notice of change of address, shall be in writing and given by personal delivery, or deposited with the United States Postal Service, postage prepaid, addressed to the parties intended to be notified. Notice shall be deemed given as of the date of personal delivery, or if mailed, upon the date of deposit with the United States Postal Service. Notice shall be given as follows, except that notice also may be given to OWNER at the address(es) shown on the records for the Property maintained by the Assessor -Recorder of Marin County, California: TO CITY: Public Works Director Public Works Department City of San Rafael 1400 Fifth Ave. (P.O. Box 151560) San Rafael, CA 94915-1560 TO OWNER: Martin J. Coyne PO Box 330267 San Francisco, CA 94133 12. In the event that legal action is necessary to enforce any provision of this Agreement, the prevailing party shall be entitled to reasonable attorney fees and legal costs. IN WITNESS WHEREOF, the parties have affixed their signatures as of the date first hereinabove written. CITY OF SAN RAFAEL OWNER By: Jim Sutz City Manna r Martin J. C�ne ATTEST: Esther Beirne, City Clerk APPROVED AS TO FORM: Robert Epstein,City A orneyr NOTARIZATIONS ATTACHED ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Marin On I- before me, E. Beirne, Notary Public (insert name and title of the officer) personally appeared MAS ieri J �© g/ .0 &*- who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s&/are subscribed to the within instrument and acknowledged to me that fie/she/they executed the same in 0/her/their authorized capacity(ies), and that b)os/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. E. BEIRNE COMM. #2112433 z � a► Notary Public . California c Z Marin County �, My Comm. Expires June 10, 2019r Signature (Seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Marin On -15010].2o,1- before me, E. Beirne, Notary Public (insert name and title of the officer) personally appeared 1KJ 51-14 U 7 z who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)/are subscribed to the within instrument and acknowledged to me thane/she/they executed the same in a/her/their authorized capacity(ies), and that by i /her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. E. BEIRNE c COMM. #2112433 zz W Notary Public - California o Z Marin County Signature R"� (Seal) W Comm. Expires June 10, 20191 OBERKAMPER & ASSOCIATES 8/16/16 CIVIL ENGINEERS, INC Job No. 14-145 LEGAL DESCRIPTION LANDS OF COYNE AFTER LOTLINE ADJUSTMENT All that certain real property situate in the City of San Rafael, County of Marin, State of California, being a portion of that parcel of land as described in the Grant Deed from Christa Quinn to Martin J. Coyne, recorded by document serial number 2016-0003953, Marin County Records, and shown as "Lands of Berger" on that Record of Survey recorded in Book 20 of Surveys at page 91, Marin County Records, more particularly described as follows: Beginning at a point on the Northerly line of Gold Hill Grade, point being the Southwesterly corner of said Coyne parcel and the Southeasterly comer of the parcel of land conveyed to Yukon International Management, LLC and DeLeon Builders, Inc, by the Grant Deed recorded by document serial number 2015-0059497, Marin County Records, thence along the line common to the Westerly line of said Coyne parcel and the Easterly line of said Yukon et al. Parcel, North 08°17'00" West 94.80 feet; thence continuing North 08°47'00" West 232.84 feet; thence leaving said common line North 12°20'35" East 71.63 feet to a point on the Southerly line of Gold Hill Grade; thence along the line of Gold Hill Grade the following courses and distances: South 53'16'13" East 34.60 feet; North 88°05'06" East 68.39 feet; North 52147'18" East 53.75 feet; North 35°03'00" East 88.40 feet; South 32°44'00" East 46.80 feet; South 42°49'00" East 54.90 feet; South 63°25'00" East 211.10 feet; North 74°42'00" East 67.40 feet; South 24°40'51" West 158.22 feet; South 63°44'00" West 399.05 feet; and South 85°39'40" West 48.40 feet to the point of beginning. Lot Area = 137,892 square feet pab:Ieo /QgOFESSJpor �, h V V JF -- No, 12094 --10.12094 \fi, C ol(% IMPROVEMENT PLANS 51 GOLD HILL GRADE SUBDIVISION GENERAL NOTES: 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE UNIFORM CONSTRUCTION STANDARDS FOR CITIES OF MARIN AND COUNTY OF MARIN, SAN RAFAEL SANITATION DISTRICT, TOWN ORDINANCES, AND THE GEOTECHNICAL INVESTIGATION PREPARED BY JOHN C. HOM & ASSOCIATES, INC DATED FEBRUARY 9, 2015 AND ALL SUBSEQUENT REPORTS, LETTERS, AND ADDENDA. 2. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH THE CITY'S NOISE ORDINANCE, CHAPTER 8.13 OF THE MUNICIPAL CODE. THIS INCLUDES LIMITATION ON CONSTRUCTION HOURS, AS FOLLOWS: CONSTRUCTION HOURS (INCLUDES ANY AND ALL DELIVERIES) MONDAY -FRIDAY: 7:00 A.M. TO 6:00 P.M. SATURDAY: 9:00 A.M. TO 6:00 P.M. SUNDAY/HOLIDAYS: PROHIBITED 3. NO WORK SHALL START UNTIL NECESSARY PERMITS ARE OBTAINED FROM THE CITY OF SAN RAFAEL. 4. A CITY OF SAN RAFAEL ENCROACHMENT PERMIT SHALL BE OBTAINED PRIOR TO ANY TRENCHING, PAVEMENT, CONSTRUCTION OF IMPROVEMENTS OR ANY OTHER WORK IN THE PUBLIC STREET RIGHT-OF-WAY. 5. THE SOIL ENGINEER SHALL BE NOTIFIED 48 HOURS PRIOR TO COMMENCING WORK. ALL SOIL WORK TO BE PERFORMED UNDER INSPECTION OF SOIL ENGINEER. 6. CONTRACTOR SHALL HOLD HARMLESS THE OWNER, HIS AUTHORIZED REPRESENTATIVES, THE ENGINEER, AND THE CITY FROM ALL LIABILITIES AND DAMAGES RESULTING FROM HIS CONSTRUCTION OPERATIONS, 7. CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS PRIOR TO ANY NEED FOR CONSTRUCTION STAKING. 8. ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL GRADE OF CONCRETE UNLESS HE HAS CHECKED FORMS PRIOR TO POURING. 9. ALL THE IMPROVEMENTS SHALL BE CONSTRUCTED TO THE LINES AND GRADES SHOWN ON THE APPROVED PLANS. ANY CHANGE IN ALIGNMENT OR GRADE (STREET, STORMDRAIN, ETC.) MUST BE�APPROVED BY THE CITY. 10. ALL STATION LABELS SHOWN ARE TAKEN FROM THE CENTERLINE. STATIONS ARE MEASURED PERPENDICULAR TO THE CENTERLINE. 11. CONTRACTOR SHALL CALL "UNDERGROUND SERVICE ALERT" AT,_. rAT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATING UNDERGROUM- 12. UTILITIES SHOWN CONFORM WITH ALL PRESENT INFORMATION. HOWEVER, IT IS THE CONTRACTOR -S RESPONSIBILITY TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITH APPROPRIATE AGENCIES. ANY CONFLICTS SHALL BE REPORTED IMMEDIATELY TO THE AGENCY AND TO THE ENGINEER. THE LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE ONLY AND SHOULD NOT BE TAKEN AS FINAL OR ALL INCLUSIVE. THE CONTRACTOR IS CAUTIONED THAT THE PLANS MAY NOT INCLUDE ALL EXISTING UTILITIES AND THAT THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR OBSTRUCTIONS WHICH MAY BE ENCOUNTERED. 13. ALL UNDERGROUND CONSTRUCTION OF UTILITIES SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF EACH UTILITY COMPANY. ALL UTILITIES SHALL BE UNDERGROUND. 14. ALL STORM DRAIN PIPE SHALL BE RCP, HDPE, OR PVC (SDR 35). 15. EXISTING PAVEMENT SHALL BE SAW CUT IN LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. 16. IT SHALL BE THE PAVING CONTRACTOR'S RESPONSIBILITY TO RESTORE STREET AND SHOULDER AREA SUBGRADES DISTURBED DURING UNDERGROUND UTILITY CONSTRUCTION. TRENCHES CUT THROUGH THE PAVEMENT OF PUBLIC AND PRIVATE 51 KLL i 5 SHALL BE FULLY REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. 17. THE REMOVAL OF OBSTRUCTIONS (POWER POLES, FENCES, RETAINING WALLS, TREES, FOUNDATION SLABS, STRUCTURES, PIPELINES, ETC.) SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. ALL TRENCHES 5 FEET IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW. 19. MATERIAL SPILLS ON PUBLIC STREETS AND SILTATION OF DOWN STREAM STORM DRAIN FACILITIES DUE TO THIS PROJECT SHALL BE REMOVED BY THE CONTRACTOR. 20. ALL CONSTRUCTION OR RELATED PROJECT MATERIAL AND FLUID SHALL BE CAREFULLY STORED OR REMOVED OFF SITE TO PREVENT DAMAGE TO NATIVE VEGETATION AND ASSOCIATED WILDLIFE. 21. IF, DURING THE COURSE OF CONSTRUCTION, CULTURAL, ARCHAEOLOGICAL, OR PALEONTOLOGICAL RESOURCES ARE UNCOVERED AT THE SITE (SURFACE OR SUBSURFACE RESOURCES) WORK SHALL BE HALTED IMMEDIATELY WITHIN 50 METERS (150 FEET) OF THE FIND UNTIL IT CAN BE EVALUATED BY A QUALIFIED PROFESSIONAL ARCHEOLOGIST. THE CITY OF SAN RAFAEL PLANNING DIVISION AND A QUALIFIED ARCHAEOLOGIST (I.E. AN ARCHAEOLOGIST REGISTERED WITH THE SOCIETY OF PROFESSIONAL ARCHAEOLOGISTS) SHALL BE IMMEDIATELY CONTACTED BY THE RESPONSIBLE INDIVIDUAL PRESENT ON-SITE. WHEN CONTACTED, THE PROJECT PLANNER AND THE ARCHAEOLOGIST SHALL IMMEDIATELY VISIT THE SITE TO DETERMINE THE EXTENT OF THE FOUND RESOURCES AND TO DEVELOP PROPER MITIGATION MEASURES REQUIRED FOR THE DISCOVERY BEGINNING WITH AVOIDANCE AND PRESERVATION. IF AVOIDANCE IS NOT FEASIBLE, AN ALTERNATIVE ARCHAEOLOGICAL MANAGEMENTPLAN SHALL BE PREPARED. LASTLY, IF HUMAN REMAINS ARE UNEARTHED, THE MARIN COUNTY MEDICAL EXA,IINER'S OFFICE SHALL BE NOTIFIED. 22. IF GROUND DISTURBANCE OR REMOVAL OF VEGETATION OCCURS BETWEEN MARCH 1 AND JULY 31, PRE -CONSTRUCTION SURVEYS SHALL BE PERFORMED BY A QUALIFIED BIOLOGIST NO MORE THAN 14 DAYS PRIOR TO COMMENCEMENT OF SUCH ACTIVITIES TO DETERMINE THE PRESENCE AND LOCATION OF NESTING BIRD SPECIES. IF ACTIVE NESTS ARE PRESENT, ESTABLISHMENT OF TEMPORARY PROTECTION BREEDING SEASON BUFFERS SHALL BE INSTALLED, WHICH WILL AVOID DIRECT MORTALITY OF THESE BIRDS, NESTS AND YOUNG. THE APPROPRIATE BUFFER DISTANCE SHALL BE ESTABLISHED DEPENDENT ON THE SPECIES, SURROUNDING VEGETATION, AND TOPOGRAPHY, AS DETERMINED BY A QUALIFIED BIOLOGIST AS APPROPRIATE TO PREVENT NEST ABANDONMENT AND DIRECT MORTALITY DURING CONSTRUCTION. SA " **4 RAFAEL, CALI FOR �I IA (5-""* VICINITY,, WP NO SCALE SECTION DRAINAGE OUTLET NO SCALE ASPHALT CONCRETE 1 4"I 12" (4« BEGIN CURVE = WOOD RETAINING WALL 4«_ ..�*•.: ; y .. i `S • t .. , 21"x8" Sheet -Metal Metal Form CENTERLINE .3 --CHRISTY V9 DRAIN BOX oval of OPENING FOR PER CMP equivalent size FTI UI- CONNECTIO" y - GRATE ENE CR _._-- 6,_0 SD LOPE ��- ..r ELECTRICAL FF189.3 FINISH FLOOR ELEVATION NOTE: FLOW LINE �/ / ."� THIS DETAIL APPLIES E 4" ' TO DI's #3 AND #4. FIRE HYDRANT DROP INLET 00 JP BEHIND RETAINING WALL NOT TO SCALE NEW 6 ON CENTER O.A.E. OR APPROVED EQUAL PLAN SANITARY SEWER CLEAN OUT SSMH VICINITY,, WP NO SCALE SECTION DRAINAGE OUTLET NO SCALE GRADING AND EARTHWORK QUANTITY NOTES: 1. NO GRADING SHALL BE COMMENCED PRIOR TO OBTAINING A GRADING PERMIT FROM THE CITY. NO MASS GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1ST AND APRIL 15TH. 2. DUE TO THE INEXACT NATURE OF EARTHWORK ESTIMATING AND THE INEXACT NATURE OF THE SOIL CONDITIONS BELOW GROUND, THERE IS NO GUARANTEE OF THESE QUANTITIES. CONTRACTOR SHALL MAKE ITS OWN ESTIMATE OF THE WORK NECESSARY TO COMPLETE THE WORK SHOWN ON THESE PLANS AND AS OUTLINED IN THE GEOTECHNICAL REPORT. CUT 760 CY FILL 120 CY BALANCE 640 CY OFFHAUL 3. ANY EXCESS MATERIAL SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AND ANY REQUIRED FILL MATERIAL SHALL BE IMPORTED TO THE SITE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO PLACE EXCESS MATERIALS AT AN APPROVED FILL SITE. 4. ALL SUBGRADE PREPARATION, TRENCH BACKFILL, AND FILL PLACEMENT IS TO BE INSPECTED BY THE PROJECT GEOTECHNICAL ENGINEER. COMPACTION TESTING IS TO BE PROVIDED BY THE GEOTECHNICAL ENGINEER AS NECESSARY. LEGEND AC ASPHALT CONCRETE UCS TYPE "C" BEGIN CURVE = WOOD RETAINING WALL CB CATCH BASIN CL CENTERLINE o CO --CHRISTY V9 DRAIN BOX COL VARIESOR 18x18 PRECAST BOX CONC PER CMP FRONT WALLS PLAN 12" RISER EXTENSION ENE CR _._-- i. -CAST -IN-PLACE CONCRETE BASE LOPE ��- ..r ELECTRICAL FF189.3 FINISH FLOOR ELEVATION NOTE: FLOW LINE �/ / ."� THIS DETAIL APPLIES E GUY WIRE TO DI's #3 AND #4. FIRE HYDRANT DROP INLET 00 JP BEHIND RETAINING WALL NOT TO SCALE GRADING AND EARTHWORK QUANTITY NOTES: 1. NO GRADING SHALL BE COMMENCED PRIOR TO OBTAINING A GRADING PERMIT FROM THE CITY. NO MASS GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1ST AND APRIL 15TH. 2. DUE TO THE INEXACT NATURE OF EARTHWORK ESTIMATING AND THE INEXACT NATURE OF THE SOIL CONDITIONS BELOW GROUND, THERE IS NO GUARANTEE OF THESE QUANTITIES. CONTRACTOR SHALL MAKE ITS OWN ESTIMATE OF THE WORK NECESSARY TO COMPLETE THE WORK SHOWN ON THESE PLANS AND AS OUTLINED IN THE GEOTECHNICAL REPORT. CUT 760 CY FILL 120 CY BALANCE 640 CY OFFHAUL 3. ANY EXCESS MATERIAL SHALL BE REMOVED OFFSITE BY THE CONTRACTOR AND ANY REQUIRED FILL MATERIAL SHALL BE IMPORTED TO THE SITE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR TO PLACE EXCESS MATERIALS AT AN APPROVED FILL SITE. 4. ALL SUBGRADE PREPARATION, TRENCH BACKFILL, AND FILL PLACEMENT IS TO BE INSPECTED BY THE PROJECT GEOTECHNICAL ENGINEER. COMPACTION TESTING IS TO BE PROVIDED BY THE GEOTECHNICAL ENGINEER AS NECESSARY. LEGEND AC ASPHALT CONCRETE BC BEGIN CURVE BW BOTTOM OF WALL ELEVATION CB CATCH BASIN CL CENTERLINE o CO CLEAN OUT COL CURB OUTLET CONC CONCRETE CMP CORRUGATED METAL PIPE ❑ DI DRAIN INLET DS -(1) DETENTION STRUCTURE (E) EXISTING ELEC ELECTRICAL FF189.3 FINISH FLOOR ELEVATION FL189.3 FLOW LINE GF189.3 GARAGE FLOOR ELEVATION E GUY WIRE V FIRE HYDRANT INV189.3 INVERT ELEVATION JP JOINT MARIN MUNICIPAL WATER DISTRICT (N) NEW O.C. ON CENTER O.A.E. OR APPROVED EQUAL °SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER, MANHOLE -�- SIGN AS NOTEby SO SIDE OPENING SS SANITY SEWER SSRI SANITARY SEWER RODDING INLET SD STORM DRAINAGE COD SDMH STORM DRAIN MANHOLE SL STREET LIGHT TC 189.3 TOP OF CURB ELEVATION TELE TELEPHONE TG 189.3 TOP OF GRATE ELEVATION TW 189.3 TOP OF WALL ELEVATION LIST OF STRUCTURES -------------- TREE EXISTING W/SIZE & TYPE 1808 PRECAST CONCRETE TREES TO BE REMOVED X UTILITY BOX ❑ WATER METER ® WATER VALVE t� YARD INLET VIF VERIFY IN FIELD (LOCATION & DEPTH) LIST OF STRUCTURES -------------- PROPERTY LINE 1808 PRECAST CONCRETE PROPOSED LOT LINE - - - CENTERLINE 120 CONTOURS (EXISTING) 120 CONTOURS (PROPOSED) ----------- EASEMENT LINE -►• • •-►• • -.• • • --- DRAINAGE FLOWLINE x x FENCE LINE g GASLINE A JOINT TRENCH -OH -OH -OH -ON- OVERHEAD UTILITY LINES as Ss SEWER (EXISTING) 0 w SEWER (PROPOSED) Z STORM DRAIN (PROPOSED) w W WATER (EXISTING) w W � WATER (PROPOSED) UCS STAN DAR D DETAILS 100 •-- CURB, GUTTER & SIDEWALK NOTES 105 - CURB, GUTTER & SIDEWALK DETAILS 160 - UCS TYPE C RETAINING WALL 200 - NOTES FOR CATCH BASINS, MH, DI, TS 260 -- DROP INLET & TURN. STRUCT. 265 - GRATED DROP INLET & TURNING STRUCT. 295 - BLIND CONNECTION 330 - TRENCH DETAIL 340 - TRENCH DETAIL 350 - TRENCH NOTES NOTES: BOUNDARY AND TOPOGRAPHY SHOWN HEREON IS PARTIALLY BASED ON A SURVEY BY J.L. ENGINEERING DATED MAY 2014, BASED ON AN ASSUMED DATUM. INDEX OF SHEETS STORM DI SD #1, 1808 PRECAST CONCRETE BOX DI #2 1808 PRECAST CONCRETE BOX DI #3 CHRISTY V9 DRAIN BOX DI #4 CHRISTY V9 DRAIN BOX Q DI #5 1808 PRECAST CONCRETE BOX UCS TYPE "C" CATCH BASIN W DRAINAGE OUTLET STRUCTURE PER DETAIL THIS SHEET PROVIDE TRAFFIC RATED GRATES FOR ALL STRUCTURES C1. COVER SHEET C2. CONDITIONS OF APPROVAL C3. RETAINING WALL NOTES AND DETAILS C4. EXISTING CONDITIONS PLAN C5. SITE PLAN C6. GRADING AND IMPROVEMENT PLAN C7. UTILITY PLAN C8. STORMWATER CONTROL PLAN C9. EROSION CONTROL PLAN C10. VEHICLE TURNING TO EXIT PLAN BMP BEST MANAGEMENT PRACTICES FOR PAN CHECK 9/20/16 W Q �o 0�y� GL Z `.'' z � W . cid Zen In, z4 > tL W' % > mm .0sg >W Z W V0= Ed LU o" o8 ti 0 O to O Z Q w 1 Z � W Uj Z J 0 J V 0 0 V U) W LLI N X SHEET ci OF 11 14-14.5 V Tentative Map (TS16a001) Conditions of Approval Community Development Department - Planning Division 1. This Tentative Map approval grants the subdivision of a 3.19 acre pared with two existing residences into three Parcels as illustrated on the Lot Line Adjustment and Tentatlw Parcel Map - prepared by Oberkamper and Associates, Civil Engineers, Inc. This approval shall be valid for a period of two (2) years from the date of approval, or until September 13, 2018, unless a Parcel Map has been recorded or a time extension is requested 2. Any outstanding Planning Division application processing fees shall be paid prior to recording of the Parcel Map. 3. Within 5 day of the Planning Commission approval, the applicant smell submit a check in the amount of $2,210.25 made payable to the County of Marin, for recordation of the Notice of Determination (NOD) with the County recorder's office. The fee is required by the State of California Department of Fish and Wildlife prior to recordation of the CEQA determination. 4. Prior to recordation of the Final Map, or as allowed through subdivialon improvement bonding, the existing driveway shall be widened to 20 feet in width, extended to serve Lot 3, and include a Fire Department approved turnaround on Lot 3. These improvements shall be as shown on the approved plans, or as modified by conditions required as part of the Tentative Map review process. 5. The applicant shall be required to disclose the required future access driveway widening and extension to the prospective new buyers of Lot 1, Lot 2 and Lot 3. 6. Prior to installation of the road widening and extension, the application shall obtain all required grading and building permits and/ or improvement plans. 7. Prior to issuance of building permits or prior to the recordation of a Final Map, whichever occurs first, the developer shall pay to the City an in lieu Parkland Dedication fees for 3 new lots in accordance with the provisions of City Council Ordinance No. 1558. Parkland Dedication in lieu fees are, at this time, based on 1989 dollars. Adjustments of this figure may be necessary at the time of fee payment if the fair market value for parkland and associated improvements is adjusted in accordance with Section 15.38.045 of the Ordinance. The fees for 3 lots shall be $5,903.93. 1L Prior to the recordation of the Parcel Map, the applicant shall construct two new carports- one on Lot #1 and one on Lot #2 to satisfy the parking ;:.K,:.:.4ents for each new separate lot. The carports shall be designed to accommodate two covered parking spaces. Each lot shall also provide an area for two uncovered guest parking spaces. 9. Prior to the construction of the new structure, the applicant shall apply for and receive approval of a staff level design review permit and subsequently apply for and obtain a building permit for the construction of each carport. The building permits for the carports shall be finaled before recordation of the map. 10. Any future development on Lot 3 shall be subject to obtaining an Environmental and Design Review Permit through the Zoning Administrator with review and recommendation by the Design Review Board. 11. A Final Parcel Map must be processed consistent with the Minor Subdivision procedures of San Rafael Municipal Code Chapter 15.03. The final parcel map filed for the project shall substantially conform to the approved Tentative Map called Lot Line Adjustment and Tentative Parcel Map - prepared by Obefl a aper and Associates, Civil Engineers, Inc, except as conditioned herein. 12. These project conditions of approval shall be included on a plan sheet to be submitted with any plans submitted to the City for building or grading permits, or subdivision improvements. 13. Hours of construction, including deliveries, arrival of workers to the site, warming -up vehicles and any noise generating activities, shall be limited to occur between the hours of 8:00 am. to 6:00 p.m. Monday through Friday and 9:00 am. to 6.00 p.m on Saturdays. No work shall be permitted on Sundays or City observed Holidays. 14. The developers Civil Engineer must prepare the Final Parcel Map pursuant to procedures for Minor Subdivision (Chapter 15.03) and submit 3 sets directly to the Department of Public Works for review. A copy of the Final Parcel Map and Improvement Plans shall be transmitted to the Planning Division and Building and Fire Division for review prior to being scheduled for action by the City Council (no public hearing a required). 15. Grading and Improvement Plans shall be submitted to the Planning Division and Department of Public Works prior to recordation of a final parcel map fon the project, subject to the following requirements: a b. C. d. C. f. Peer review of the Level B geotechnical investigation prepared for the minor subdivision may be required prior to issuance of permits, to confirm final design details. Grading plan check and inspection fees will be required based on the earthwork quantities. DPW shall notify the Planning and Building Division when the Parcel Map has been recorded. The applicant shall be responsible for fees and costs associated with review and recordation of the Parcel Map, including the County Recorders fees. The developer's engineer shall submit a detailed drainage plan to DPW for review showing the proposed drainage system including layout, dimensions and details, construction details for detention box, outlet dissipater and detention pipe, SWPPP and MCSTOPP details. A recent Preliminary Title Report less than 6 months old will be required. Department of Public Works - Land Develnt Division Prior to approval of the tentative map: 16. Grading and Drainage a) The proposed setback from the top of bank is less that the recommended 25 feet. Driveway improvements this close to the creek shall require additional review. Provide a biological assessment to show that the area may be altered with improvements. Conduct a soil stability investigation and calculations to show the ability to construct a driveway in close proximity to the creek with the steep banks. b) Investigate the condition of the full length of the drainage course from above the fire road to below the culvert under the existing driveway. Provide consideration for stream bank restoration and drainage system improvements. Stabilization of the fire road at the drainage crossing shall also be reviewed. c) Provide a revised statement on the drainage characteristics that indicates how the additional runoff from the site will be retained, detained, or infiltrated in order to maintain the existing conditions. d) Provide curb, and gutter to catch and treat driveway runoff prior to draining to the creek. Show the details on the site plans. 17. Access a) The existing fire road is shown within the property boundary. Provide an easement for the existing fire road or propose realignment of the fire road during site improvements for continued fire road access. b) The driveway width appears to be less than 20' in some areas. The 20' width is generally required for fire access. Driveway width shall be confirmed by the Fire Prevention Bureau. 18. Subdivision ;.... a) Provide an engineer's estimate for the improvements proposed for the site. A subdivision improvement agreement may be requrrei for this work which shall be addressed at the time of Map approval. b) Submit details on proposed landscaping. Landscaping will need to be installed in such a way to preserve adequate sight distance from driveways. Landscaping in the vicinity of the wetlands and watercourse should be done in a manner to prevent creek bank erosion. c) Provide a maintenance agreement for the length of the drainage course along the property line and within the road Right -of -Way of Gold Hill Grade, as the watercourse lies mainly within the property but meanders into and has banks within the Right -of -Way. d) The northwestern dramageway follows the proposed lot line between Lot 1 and Lot 2 for approximately 401. This may cause confusion as to the maintenance of the drainage way. We recommend adjusting the lot line or including this with the maintenance agreement of the drainage course along Gold Hill Grade. Prior to recordation of aRnal Map: 19. General- Provide the plat and legal description, including closure calculations for review by the City Surveyor. 20. Grading and Drainage a) A detailed grading plan showing the proposed grading for the site shall be required. A Grading Permit shall be obtained from the City of San Rafael, Department of Public Works, 111 Morphew Street. b) Provide a detailed erosion control plan for this site to be submitted with the grading plan. Include and make part of the project plans, the sheet "Pollution Prevention - It's Part of the Plan". 21. Driveway and Parkking a) Show the dimensions of the guest parking spaces and show turning movements of the vehicles on the plan to exit the property. b) Uphill sight distance for vehicles exiting Lots 1 and 2 may be limited based on preliminary grading and landscaping. Include a sight analysis to show that adequate sight is provided c) An Encroachment Permit must be obtained for work within the right-of-way from the City of San Rafael, Department of Public Works, l l l Morphew Street. 4gfl�F� SSI��9l A� �x . 112094 4��r FOR RAND CHECK 9120/16 Z 1 N M d W 9 O a �N Uzo0 LntAtAq� OL z''' W 04 wZen M �L V 0 W,"��n z m^ _gam w V p c i 0 G o (J'? ? O Q . > 0 .o Now L1C C a. a Z. 1 "' LA.. 0 0 V G U (J'? ? V Z J .o Now 0 0 J Z. 0 0 G U C2 OF 11 14145 N m o 0 °� m o 4 O z x y C2 OF 11 14145 PLACE IN MIDDLE OF WALL 1/2" PREMOLDED EXPANSION JOINT "_LER " RIBBED, CENTER—BULB TYPE RUBBER ►ATER STOP iAMFER, TYP. WALL EXPANSION JOINT W/ WATER STOP NOT TO SCALE < o COMPACTED < SUBGRADE"µ" VERTICAL STEEL iT 8" WALL w/ #5 ® 18" L#5 HORIZONTAL STEEL AS SHOWN 12" CONCRETE WALL W/ CURB & GUTfER NOT TO SCALE WALL DRAINAGE NOTE WALL DRAINAGE SHOULD CONSIST OF CLEAN, FREE DRAINING 3/4" CRUSHED ROCK (CLASS 1B PERMEABLE MATERIAL) WRAPPED IN FILTER FABRIC (MIRAFI 14ON OR EQUIVALENT) OR CLASS 2 PERMEABLE MATERIAL. ALTERNATIVELY, PREFABRICATED DRAINAGE PANELS (MIRADRAIN G100N OR EQUIVALENT) INSTALLED PER THE MANUFACTURES RECOMMENDATIONS MAY BE USED IN LIEU OF DRAIN ROCK AND FABRIC. FOUNDATION NOTE ALL SOILS WORK SHALL BE DONE IN ACCORDANCE THE REQUIREMENTS OF THE CHAPTER 18 OF THE 2016 CBC, AND SOILS REPORT PREPARED NERSI HEMATI DATED SEPTEMBER 29, 2014 AND ALL SUBSEQUENT REPORTS, LETTERS, PEER REVIEWS AND ADDENDA. ALL FOUNDATIONS SHALL BEAR ON FIRM, UNDISTURBED, NATIVE SOILS OR ENGINEERED FILL AT OR EXCEEDING DEPTHS SHOWN ON THE DRAWINGS. INCREASE DEPTH AS REQUIRED BY ENGINEER IN FIELD. ALL LOOSE SOILS SHALL BE REMOVED FROM EXCAVATION PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE. CONCRETE CONSTRUCTION NOTES 1. CONCRETE SHALL BE CLASS A (6 SACK CEMENT PER CU YD MIN.) AND MEET THE FOLLOWING MINIMUM ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS: Min.Strength Aggregate Slump, Location 28 Days PSI Size—Inches Inches Tolerance WALLS 4000 1 "x #4 3 1/2" + 1 /2" 2. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF SECTION 1905 AND 1701 OF THE 2016 CBC, AND THESE SPECIFICATIONS. CEMENT TO BE IN ACCORDANCE WITH ASTM 150 TYPE LL. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO INSTALLATION. 4. CONCRETE SHALL BE KEPT CONTINUOUSLY WET FOR 48 HOURS, AFTER PLACEMENT, AND SHALL BE KEPT DAMP FOR 7 DAYS AFTER PLACEMENT. 5. PLACE EXPANSION JOINTS IN WALL 0 30' O.C. MAXIMUM. 3" CL, TYP. 40 DIA., �{ TYP. • t • �r - H (1'-6" MAX) 2H TYPICAL STEPPED FOOTING NOT TO SCALE WOODEN BARRIER POST WHERE WALL HEIGHT EXCEEDS 30 INCHES SEE DETAIL ABOVE VERTICAL STEEL IN CENTER OF WALL 6--- A -a--= 8" WALL w/ #5 0 16" b / "_v8-0 L BOLTS HOOKED OVER HORIZONTAL REBAR f O FILTERoe _o _ FABRIC: •: to 3/4" HORIZONTAL STEEL DRAIN ROCK -' #5 0 12" = W/4"PERF. = • PVC(TYP.) T a �(� :''• 'a Toe ' J.- � I 5 0 18" a 1'-10" 8" 6" 0 Heel & Key 3'-0" e+ 3' CONCRETE WALL NOT TO SCALE 2X6 TOP PLATE I1 ! { 2X6 -.w, -,--2X2 0 4" o.c. —2X6 TOP OF WALL 0 oI 5'6" o.c. (o1 fol 1 0 L� 4X4 POST L_J 2X6 TOP PLATE 434" ABOVE ROAD A 2 2X6 _-,,--2X2 tai 4" o.c. ±19)3 i� �r 4X4 POST 2Xf;::4 5'6" o.c. 3,. r 6„ 1 • =e ELEVATION NOT TO SCALE WOOD BARRIER DETAIL NOT TO SCALE a..• °A J"o BOLTS 4b.. 4" MIN. EMBEDMENT SECTION NOT TO SCALE WOODEN BARRIER POST WHERE WALL HEIGHT EXCEEDS 30 INCHES SEE DETAIL ABOVE TYPE "A" CURB WOODEN BARRIER POST CS 105R PER UPPER VERTICAL STEEL WHERE WALL HEIGHT EXCEEDS 30 INCHES IN CENTER OF WALL SEE DETAIL ABOVE 8" WALL w/ #5 0 18" m •6' 5/80 L BOLTS HOOKED VERTICAL STEEL ' OVER HORIZONTAL REBAR o COMPACTED '':`w: IN CENTER OF WALL i CLASS _ �� I ,,, ® 4 J•./ 8" WALL w/ #5 0 18" OOtHORIZONTAL STEEL o_, II A.B. #5 ® 12" 5/8"0 L BOLTS HOOKED FILTER OVER HORIZONTAL REBAR I 24 LAP LENGTH BETWEEN UPPER o FfLTER`", in FABRIC��► AND LOWER VERTICAL STEEL o (D I FABRIC " = 3/4" LOWER VERTICAL STEEL 3/4 HORIZONTAL STEEL DRAIN ROCK— IN CENTER OF WALL = DRAIN W/4"PERF. #5 0 12" 'o PVC(TYP) 8" WALL w/ #5 0 9" t' PVC(TYP.) •; _\ ''�► 7 i` ` a i ® Toe ' 1' c�:.. _' ' ' ' '0 Toe n n , O O G 5 ®18" 'L . 5 0 18" UPPER VERTICAL STEEL �- IN CENTER OF WALK 8" WALL w/ #5 ® 18 _j %\`�i�� is ��► 1 -Ott C' FILTER HORIZONTAL STEEL - ''ter -FABRIC #5 ® 12" o to i I its 3/4„ DRAIN ROCK DRIVEWAY W/4"PERF. o : • PVC(TYP:) 1 ti.��"i • __ t " M #5 0 #5 AS SHOWN #5 ® 18" � 1'-10" do V-10"�v 10-8"® 4 3'-6" 4.5' CONCRETE WALL NOT TO SCALE V-10" j 2'-6" 3'--0" j6n ® Heel & Key3'-3" 1,-0" 6" 0 Heel & Key 6" 4'-3" No op rtt 4'-911 n• 3' CONCRETE WALL W/ CURB & GUTTER NOT TO SCALE 5' CONCRETE WALL W/ CURB & GUTTER NOTTO SCALE UPPER VERTICAL STEEL _ 8" IWALLLLw/ #5F� 8'I' 1 o" ---� HORIZONTAL STEEL _ #5 0 12„ to 24" LAP LENGTH t BETWEEN UPPER AND = I I LOWER VERTICAL STEELFILTER A-' FABRIC LOWER VERTICAL STEEL•-�.-::..::` 3/4" IN CENTER OF WALL 8" WALL w/ #5 ® 9" '' DRAIN ROCK DRIVEWAY ' W/4"PERF. i '`� o � PVC(TYP.) #5 0 9 r— " '`.-� ' • is 'S. 3'-4" 4 3'-4" 1,-8"e• a 5'-0" 6.51 CONCRETE WALL NOT TO SCALE FOR PLM CHECK 9/20/1'6 hr 0 — N M t Z Ln W 1* v+ o N V Z� 0�toL W off Z m" WZN�> CL. V, � a, z CID >8 di w Vo0 m Ed jj O� Z ad J Q a V O Z Z u'1 Q OC m N O GO a z N SHEET C3 OF 11 14145 f / I / / 1 LANDS OF t YUKON INTERNATIONAL MANAGEMENT LLC DN 2014-035710 AP#015-091-04 ti TR EX. i (' �N « 2ps 1\ a 1 V •��'� Sj� a00, /• F a 4• i °toa £(J 14. 275._ � .' ��7 �a 270 _265� ro X260 _ 24C "-235 X30 �. .. ..-----•—��,,�.--� -- N © N� a Lo \I 20 c d CY 2 0 -..µ sif .r sc +,,. wi � ,« a �/� _. • ,. o. . _/�'�"'" .;.,, -- .�''�"""�t--E—'w.*.._ • .,,,%�,y� _� « • ' • i �.ta.MIMIIL"t.�....N� y F/I t C(/o _ 2 Zo -.�, f� .00 /`.► Saga <c✓ or or $ 4 4g0 SSJ0�9 `IA No. 12094 s 0p C ALt� FOR PLAN CHECK 9120116 20' Q 20' 40' SCALE. l-- 20' d r- N ME eF W u zd� clazA� adUwd M crt» cis` LLJ CL.0% 8 m _1 Z wUaz m ua 08 Z 09 en /. •� \N�./ a Lh C to z Z 4 0 W i...t Q Z 0 Z _ z L•.� ..•rr: rr� (0 V x u•f W sHEr C4 OF 11 i41as t t LANDS OF ' YUKON INTERNATIONAL t / r � MANAGEMENT LLC f / 1 DN 2014-035710 ' AP#015-091-04 / / t 2%0 % / , I / t / , / , / %a, Vic, -�` .11�- *.1 �?b --- ,,�-' 9y FIR ELAN E NOTES _►��,� �j \ `�--- ..................... - '�'` 6''� ^�/' A?•/'\ 4L; 471. EXISTING CURBS SHALL BE PAINTED RED WITH L T 1 ' 80 ' . 225_ // i 1.0 acres - till �T i 06 ,rs�hTR I ..✓t r8a 275 C 2-10 , , , , N � N � , , , , , FUC ACCEPTABLE RED CURB PAINT AND LETTERED TO STATE "NO PARKING FIRE LANE." LETTERING SHALL BE 3" HIGH, WITS ' AND HAVE A 3/4 STROKE. 2. SEE THE CITY OF SAN RAFAEL STANDARD #204 FOR FIRE F\ 'LANE AND ENTRANCE SIGN DETAILS AND SPECIFICATIONS. VQ b Y C �` ( 1 a Zb �0 c0 N a ° ,� Or �E \ + ` b s F 0'b a OC db 6' \ e � 4 ROPOSEQ N SITE \ G G ° e l LOT 3 \ \ eqe ,297 s .f . L T 2 `, ,5 1.086 acres 46,79 s . ft. `; , ' X ' q � 1.074 cres \\\\ , \ .B°'TR i ,�` ,1 �' , `� �AL , pEpSM AL ACSS` & ILAiTYY �_ TO IR e8STRPE IuTNAP T STATE �KID K c �43 DRIVEWAY c ' ONLY WITHIN 2 EX. SD r / 1 C SS & UTILITY , ,� URVE SS ENT APPURTENANT 20"25"0 �� k i Gv K\NSR / CpR +50\ o ? MUTUAL DRIVEWAY p - N �„ ---.,'� o FI TRUCK So % ACCESS & UTILITY r ; `°- ,.-_-' _a'--- - _.�_ �, 3+p0 � � P o �V 1 —..., .. � ` TUR Q U N Q �� 0 EASEMENT APPU NTan TO BE PMM - TO LOTS 2 & 3 /»_ - "»-- N - '''-- /'� »------- ------------ -`". IRE FK / t 1+50 _ V _R.� _ - --- - -- -- -----_ 77- �► i .` 00 20' '''--» c� 0 00 ._ tt o o /:'gip- - .-_ , ! »' C,2 1 '�`��._25' �a DWY ; . 'a,� ., _,�-- +' Q t --------= R �Qz ---- = R""�_ » 22D gyp[ S �'s 3p �', S'�C.R=E� R ` 16"�� 1. • EbT S ' 1� - ____•_____•__- ••—— 25' CREED. IL -,Q -�,� sT� SETRACK �' `� ----- _-_---------•---_- 215 �' 2 _ -- --- --- ----------- �� Fp RAISED G It? 21(� _- _ _ ." _ ,` �2 6. pl � , °-PAM�li�D WITH "N4- ----- x`'210 ----_ -_,` °� _,._ 40"EU ..Fo „. M AY ACCESS & - _ - -- �+ UTILITY �� _2o J-- " APPURTENANT 0T5 1 �9S 3 ° y ._190-- _ _ �° x x Y _ _ 1PEP � 1+ 1 ,� rOb �PIZ, 9a � �°� � qy ps?p" ¢"pF � x x 13 RCP y T SOFA ppFR pFR RSA pFR4 0CA,F�F h- „'° 00 R 4 S8 FL 30 .. x % x x j„ 1. x x r, 8• x 7 r a d2 B9y "4 jb Z Q D Z W O Q t j � erJ adz W' ad Z U. . LLA w fiV�N CLZ� %> 0 W i z m� >o� —8Lu Z W �"� 0 = m oLd JE $ P r ` �k LIM — _ C Z W LLI Z --% F C 6 .0 V V, FI R 0A Ral MAIN I NA S 0 Q EASE E z oC a cQv LJ ii � � N CID ~ b x x C A1�o SHEET FM PLAN CHECK 9/20/16 C5 20' 0 20' 40' OF 11 SCALE: 1 "— 20' 14-145 20'-0" GRIND TO PROVIDE MIN.i EP=CL+0.2 2 OVERLAY I 0 EP=CL-.2' EX. AC qAV. -V 111110 1 <=>Q SLOP <=> NOTE:ca r SHOULDER WIDENING AREAS SHALL HAVE A MINIMUM 4" EX19YING BASE AC OVER 8" CLASS 2 AGGR. CL 2 AGGR. BASE BASE, WHERE APPLICABLE. TYPICAL DRIVEWAY SECTION WITH ELEVATIONS FROM CENTERLINE, STATION 0+639 - 0+38.00 NO SCALE -0+20 250 245 240 235 230 225 220- 215 210 205 200 195- 190 185- 180 1+00 FVI S' T4:0+41,60 FIVI EL V: 185.48 --w 311- N c4dr- U)'0000 L0404 oo ik) 00 0 Lki Lij 20'-0" 6" MIN. EP=CL+0.2' THICKNESS CONCRETE EP=CL-0.2' stopr- AGGR. BASE - 4" CL 2 xN XN'141N. 6 COMPACTED SUBGRADE 95% RELATIVE COMPACTION TYPICAL DRIVEWAY SECTION WITH ELEVATIONS FROM CENTERLINE STATION 0+38.00 - 0+70.89 NO SCALE PVI STA: 1+44.75 PVI ELEV. 202.51 o0 vc Olin rr,n o 04 >.UJ 00 r- PI/I STA: 1+00.27 (n tii PVI STA: 0+67.3' P V1 ELE7. 194.50 uj viv t'V tLtV: I VU. 11 od 20' VC LJ cl. z 20' VC to Q LC c� to Ind 1JV SV V fl) 14 5 P\1 ELEV: 184.12 r-: oc u') oc rl� rZ a o') 20' VC + to rq Lo I's to US 0)0 0) o6 ivi o6 0 n 0 a + + IJ ii ID m 20'-0" 6" MIN. EP=CL+0.2' THICKNESS CONCRETE EP=CL-0.2' stopr- AGGR. BASE - 4" CL 2 xN XN'141N. 6 COMPACTED SUBGRADE 95% RELATIVE COMPACTION TYPICAL DRIVEWAY SECTION WITH ELEVATIONS FROM CENTERLINE STATION 0+38.00 - 0+70.89 NO SCALE PVI STA: 1+44.75 PVI ELEV. 202.51 o0 vc Olin rr,n o 04 0 00 r- 00(oul C14 (n tii > + C-4 + C14 > uJ uj viv V) m od LJ 2+00 DVI STA:2+03.05 PVI ELEV: 209.10 2 T VC Ar. CENTERLINE PROFILE VIEW HORIZONTAL SCALE: 1'=20' VERTICAL SCALE: 1"-10' 20'-0" 0.5' 20'-Q" 0.5' " CE EP=CL+0.301 EP=CL+0.36' TYPE "A" CURB THICKNES EP=CL+0.2' 6MIN. BC=CL-0.2 EP=CL+0.2' THICKNES6" MIN. BC=CL-0.2 & GUTTER PER S S I CONCRETE EP=CL-0. 16' CONCRETE EP=CL-0. 16' UCS 105 2% 2% AGGR. BASE CL 2 4" CL 2 4's AGGR. BASE \"W PE 'A' CURB N-%�\ N'MIN. 6" COMPACTED SUBGRADE & GUTTER PER 95% RELATIVE COMPACTION UCS 105 TYPICAL DRIVEWAY SECTION WITH ELEVATIONS FROM CENTERLINE, STATION 0+70.89 - 2+65.25 NO SCALE PVI STA: 3+72.07 3+00 PVI ELEV: 236.32 4+00 C -41 K) Lo rIM + c w > Jm ...... . ... ... Mk 6" COMPACTED SUBGRADE j S� 95% RELATIVE COMPACTION Eul TYPICAL DRIVEWAY SECTION WITH ELEVATIONS FROM CENTERLINE STATION 2+6525 - 3+62-72 NO SCALE 5+00 5+20 250 245 240 . ... .. .... 235 230 225 220 C- 0 215 4-1 (D 210 > Q) LJ 6 O Z ad I Z o0 00) Olin rr,n MO m 0 + c*4 + C-4 Z C14 (n tii > co > uJ uj 0 Ar. CENTERLINE PROFILE VIEW HORIZONTAL SCALE: 1'=20' VERTICAL SCALE: 1"-10' 20'-0" 0.5' 20'-Q" 0.5' " CE EP=CL+0.301 EP=CL+0.36' TYPE "A" CURB THICKNES EP=CL+0.2' 6MIN. BC=CL-0.2 EP=CL+0.2' THICKNES6" MIN. BC=CL-0.2 & GUTTER PER S S I CONCRETE EP=CL-0. 16' CONCRETE EP=CL-0. 16' UCS 105 2% 2% AGGR. BASE CL 2 4" CL 2 4's AGGR. BASE \"W PE 'A' CURB N-%�\ N'MIN. 6" COMPACTED SUBGRADE & GUTTER PER 95% RELATIVE COMPACTION UCS 105 TYPICAL DRIVEWAY SECTION WITH ELEVATIONS FROM CENTERLINE, STATION 0+70.89 - 2+65.25 NO SCALE PVI STA: 3+72.07 3+00 PVI ELEV: 236.32 4+00 C -41 K) Lo rIM + c w > Jm ...... . ... ... Mk 6" COMPACTED SUBGRADE j S� 95% RELATIVE COMPACTION Eul TYPICAL DRIVEWAY SECTION WITH ELEVATIONS FROM CENTERLINE STATION 2+6525 - 3+62-72 NO SCALE 5+00 5+20 250 245 240 . ... .. .... 235 230 225 220 C- 0 215 4-1 (D 210 > Q) LJ 6 O Z ad I Z o0 Z Z ad I PLAN VIEW SCALE: 1 *=20' FOR PIM CHECK 9120116 0 0 L/ zu SCALE.• l-- 20 SHER C6 OF 11 14145 Z o0 Z o C LJJ uj 0 od cl. z z to Ind V PLAN VIEW SCALE: 1 *=20' FOR PIM CHECK 9120116 0 0 L/ zu SCALE.• l-- 20 SHER C6 OF 11 14145 240 235 230 —225 no 215 210 200 195 190 185 h 00 Z h z A WLd f 67,NappVc z 0 0000 h 00 c �i C zz 61►N� — Z '� O Nr Q >> :r. z z S�AJITRY FBS _W'7-vtE% HOR ZONTA SCALE: 1"=20; TICAL SCALE: 1 "=10' ' 2 SANITARY SEWER NOTES G r— N DIRECTION AT THE PRIVATE PROPERTY. Z 4. ' Z 1. SEWER LATERALS CONNECTION TO EXISTING SEWER MAIN SHALL BE 0z 5. ACCOMPLISHED BY CONNECTING A PVC—C900 WYE WITH SHEAR 6. MINIMUM PIPE SLOPE IS 1.0%. BAND COUPLINGS. 7. SEWER LATERALS SHALL GAVE A MINIMUM OF 5' SEPARATION FROM RELATIVE COMPAC11ON OR 2. SEWER LATERALS SHALL NOT HAVE BENDS IN THE PUBLIC RIGHT _230 a3� 8. OF WAY BUT GENTLE SWEEPS WHEN A CHANGE IN DIRECTION �w16. ,_ °° 9 CANNOT BE AVOIDED. SCHEDULE ON SD 4.0 �� N 225 3. ,., o G r— N DIRECTION AT THE PRIVATE PROPERTY. Z 4. 'N Z z AND AT THE PUBLIC RIGHT OF WAY IS 30". �� N 225 3. ADD CLANOUTS WHERE THE SEWER LATERAL LINE BENDS/CHANGES G r— N DIRECTION AT THE PRIVATE PROPERTY. z 4. MINIMUM COVER OF THE PIPE AT THE PRIVATE PROPERTY IS 18 " 22IZ z AND AT THE PUBLIC RIGHT OF WAY IS 30". 0z 5. SEWER PIPE SHALL BE PVC—C900. PIPE ZONE BACKFILL 6. MINIMUM PIPE SLOPE IS 1.0%. ?;15 7. SEWER LATERALS SHALL GAVE A MINIMUM OF 5' SEPARATION FROM RELATIVE COMPAC11ON OR 1+145 OTHER UTILITIES. 8. NOTIFY THE SAN RAFAEL SANITATION DISTRICT INSPECTOR, 210 ROLANDO CALVO, 48 HOURS PRIOR TO START OF CONSTRUCTION V SCHEDULE ON SD 4.0 AT (415) 485-3194. 205 JOINT TRENCH NOTES 1. ELECTRICAL FACILITIES TO BE INSTALLED ACCORDING TO THE GENERAL 195 NOTES OF THE PGE JOINT TRENCH CONFIGURATIONS & OCCUPANCY GUIDE, LATEST EDITION. 190 2. ALL BEDDING AND BACKFILL IS TO CONFORM TO PGE BACKFILL SAND SPECIFICATION NUMBER EG4123. 3. INTERMEDIATE BACKFILL SHALL BE ANY SUITABLE NATIVE OR IMPORTED GRANULAR MATERIAL PER UCS 992. RELATIVE COMPACTION SHALL BE AT LEAST 909'm, EXCEPT UPPER 6 INCHES WHICH SHALL BE 95%. - - -- 1ST 4. TELEPHONE FACILITIES ARE TO BE INSTALLED PER SPECIFICATIONS TITLED "GUIDELINES FOR AT&T CONDUIT". 5. DEPTHS SHOWN ARE MINIMUM ONLY. CONTRACTOR TO DEEPEN AS NECESSARY TO MAKE REQUIRED SWEEPS WORK AT BOXES AND RISERS. 6. USE APPROVED PLASTIC PLUGS ON ENDS OF CONDUIT. ............. __,. 7. TELEPHONE CONDUIT SHALL BE 4" CONDUIT TYPE AT&T PTS -77 TYPE C OR SCHEDULE 40. PIAN VIEW SCALE: 1 "=20' w 0 o: 0- 0- :z aa z 00 t M N in MINIMUM z 4 N d O U G r— N M Ln W O Q � N V�occ 0��n wi". < w Gaz en w � WZ©� > CL UJ> 0 _8 W WUo= E C. :ASE DEPTH 0" IN R.O.W. O JOINT TRENCH SECTION NOT TO SCALE UNPAVED _ _ PAVEMENT SURFACE AREA L 24" _� N e^ SEWER TRENCH SECTION NOT TO SCALE 20' 0 20' SCALE. l' 20' 4�tOFESSrp�, O�l 9 No. IM94 �� CIVIL OF C kAm"' 40' FOR PLAN CHECK 04 9/20/16 cL 0 L O U s C� m INTERMEDIATE BACKFILL H CLASS 11, Y4" AGG BASE `C COMPACT TO 90% z RELATIVE DENSITY 0z C ` PIPE ZONE BACKFILL w CLASS 11, %" AGG BASE J M COMPACT TO 90% OF 11 RELATIVE COMPAC11ON OR 1+145 Y4" CRUSHED ROCK COMPACT TO 707. RELATIVE DENSITY CL PIPE BEDDING SEE PIPE BEDDING V SCHEDULE ON SD 4.0 SEWER TRENCH SECTION NOT TO SCALE 20' 0 20' SCALE. l' 20' 4�tOFESSrp�, O�l 9 No. IM94 �� CIVIL OF C kAm"' 40' FOR PLAN CHECK 04 9/20/16 cL 0 L O s C� O O O Nm W 4j W tL Z z W C O O w z J M OF 11 1+145 0 V O O O Nm W 4j W tL Q N OC O SHEET C7 OF 11 1+145 iii lrYb.... NOT TO SCALE BUBBLE -UP OUTLET DETAIL NOT TO SCALE ODEL 1212 TENTION .NE FG187.7 INLET ASS 11 RMEABLE WIN ROCK ylllll.,.n., PRECAST DI OLD CASTLE MODEL 1212 OVERFLOW INLET GRATE 6" 2T BOVE URR0 ;NDING GRADE BIORETENTIFLOWL NE FG187.7 4 PERFORATED PVCQ �'`� _•-.- lye M!N ;: ... = 2 ,_'CLASS 11 ;<. PERMEABLE DRAIN ROCK OVERFLOW INLET DETAIL NOT TO SCALE PLAN VIEW SCALE: 1 "=20' 20' 0 20' 40' SCALE ) "= 20' FOR PLAN CHECK 9/20116 O 1 N ►� .r Z to W 'C �O Uzoa* O, Ln cn z"_ o CL R 0 W ; °D z ma >81 wuo= co ad a 0 8 P z ad 2- M O R z Y J r,. O J 0 zCL G1G z 0 V w Z � Q S 0 V 0 t1? rW MO M -110C OF 11 14145 �9 2. 3. 4. 5. A 7. EROSION & SEDIMENT CONTROL NOTES THIS PLAN IS INTENDED TO SERVE AS A CONCEPTUAL GUIDE FOR THE 8. ALL SILT CONTAINMENT FEATURES SHALL BE CLEANED AND READY TO INSTALLATION OF EFFECTIVE SITE EROSION AND SEDIMENTATION FUNCTION AT THE START OF THE RAINY SEASON. INSPECT AFTER EACH CONTROL MEASURES. THE EROSION AND SEDIMENTATION CONTROL SIGNIFICANT RAINFALL EVENT AND DAILY DURING PROLONGED STORM MEASURES SHOWN SHALL BE MOVED, REVISED AND UPDATED AS EVENTS. REMOVE SEDIMENT WHEN ACCUMULATIONS REACH ONE THIRD NECESSARY IN ORDER TO PROVIDE THE MOST EFFECTIVE SITE OF THE HEIGHT OF THE BARRIER. PROTECTION. GG1�. O 9. ALL VEHICLES ENTERING ONTO A PUBLIC ROADWAY FROM THIS CONTRACTOR SHALL PROVIDE SOIL STABILIZATION AND SEDIMENT SITE SHALL HAVE CLEAN TIRES. WHEN A WASHING OF 11RES IS CONTROL PRACTICES DURING CONSTRUCTION. REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH 1 1/2 - /2"CRUSHED CRUSHED ROCK WHICH DRAINS INTO A SEDIMENT TRAP. CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK TO AVOID Z EXCESS EXPOSURE DURING RAIN EVENT'S. 10. DUST CONTROL — KEEP ALL SOIL STOCKPILES ADEQUATELY PROTECTED TO PREVENT WIND FROM BLOWING SEDIMENT AND DUST INTO THE ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET ATMOSPHERE BY COVERING STOCKPILES OR BY APPLYING WATER OR AREAS UPON STARTING OPERATIONS AND PERIODICALLY THEREAFTER. OTHER DUST PALLIATIVE. THE SITE SHALL BE MAINTAINED SO THAT NO SEDIMENT ENTERS THE 11. HOUSEKEEPING — KEEP ALL SOILS AND FILL MATERIAL STORED AT CREEK. CONTRACTOR SHALL HAVE TOOLS, EQUIPMENT AND MATERIALS THE CONSTRUCTION SITE IN A CLEAN AND ORDERLY FASHION. DO TO PROVIDE EROSION CONTROL MEASURES NECESSARY FOR ANY NOT LET EXCESS SOILS ACCUMULATE ON PAVED OR CONCRETE CONSTRUCTION OPERATION ON SITE BEFORE BEGINNING THAT SURFACES. SWEEP OR CONTAIN EXCESS SOILS AT THE END OF OPERATION. EVERY WORKDAY. FIBER ROLLS AND/OR SILT FENCES SHALL BE INSTALLED BELOW ALL oId BARE SOIL AREAS TO PROTECT SEDIMENT FROM LEAVING THE WORK ZONE. UNLESS DIRECTED OTHERWISE, ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED BY OCTOBER 15 AND MAINTAINED BY THE CONTRACTOR DURING ALL PHASES OF CONSTRUCTION. REPAIRS TO THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOULD BE MADE AS REQUIRED. EDGE OF PAVEMENT -�-----FLOW REMOVE SEDIMENT WHEN 'f - FULL 1-m%x MUM 2 -BAGS HIGH TTYPICAL PROTECTION FOR CURB INLET ON GRADE. NO SCALE TO -017_ • • • A, � A • PLACE FILTER FABRIC UNDER GRATE • MAINTAIN C -- SEDIMENT TRAP AROUND INLET STAKE SEDIMENT ROLL AROUND PERIMETER OF INLET REMOVE SEDIMENT WHEN 1/2 FULL 2" TO 4" SECTION A—A ToQJP" 3 DROP INLET PROTECTION INLET NO SCALE NOTE: INSTALL SEDIMENT ROLL y ALONG LEVEL CONTOUR W/ OVERLAPPING JOINTS. y i Wj y MEET FLOW LENGTH 46 SLOE NOT j0 EXCEED 0-2576 20 FEET 25-5076 15 FEET OVER 5076 10 FEET O SEDIMENT ROLL INSTALLATION PLAN VIEW SCALE. 1"=20' FOR PIAN CHECK 9120/16 SCALE: l-- 20' o� 4 z 0 oG 4 O O• � O D z GG1�. O W) W V 00 N ... (r, j L) z �%,win �Zz W �� 6 U. dS.;ZM o < ujz�t CLui z �Lm >8LU Wz L) IQ: C.o� JE a8 P I M O O• � Z D GG1�. O z J a .� W Z 00� V z Z a °a tA oId W c - Ln w Q b o o C'4 -� x co t SHEET OF 11 NIX M, i SD til LEFT VEHICLE TURNING PLAN SCALE: 1"=20' RIGHT VEHICLE TURNING PLAN SCALE: 1"=20' P4 - 7 00 00 N �, FOR PLM CHECK 9120116 20' 0 20' 40' SCALE.' l- 20' 4 0 N M tl wxmmommmmmk N W a cV CuN uzo 0 tAagz" w '� g cazm .' ri yA� wZah� °-w>%Z a 7v >81 u'ui0 co � z V p p �i M C M Z C z >- W „ Q Z t .r. _jui J ..J NowZ W Q > <D O J JW x SHEEP C10 OF 11 14145 tze��. IIS !{(• �..,� y • . MI•• • ' •4 City of San Rafael ion Prevention It's Part of the Plan _Make sure your crews and subs do the job ri9-- ht! Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction 41, activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and other construction waste away from storm drains and local creeks. Following these guidelines will ensure your compliance with City of San Rafael ordinance requirements. Vehicle and equipment Dewatering maintenance & cleaning operations Mated"als storafya & spill Non -hazardous materials management ✓ Sand, dirt and similaur materials must be stored at least 10 feet from catch basins, and covered with. a tarp during wet weather or when rain is forecast. ✓ Use (but don't overuse) reclaimed water for dust control as needed. ✓ Sweep streets and other paved areas daily. Do not wash down streets our work areas with watal ✓ Recycle all asphalt, concrete, and aggregate base material from demolition actiiridft ✓ Check dumb reguhr* for leaks and to make sure they dorsi t overflow. Repair or replace promptly, Hazardous materials management ✓ Label all hazol ous mdarials and wastes (such as eS, paints, ttm�ruac's, solvents„ fuel. +oil. and antifreeze} in a�ccacdance with City. state. and Fede W regulate. ✓ Store materials and wastes in secondary coatainaLenx and cover them wet wee aher, ✓ Follow s applicaomi instructions for hazardous materials and be careful not to use more than necessary. Do not icals outdoors when rain is forecast within 24 hours. ✓ Be sate to arrange for appropriate disposal of all hazardous wastes. Spill prevention and control of Keep a stockpile of spilt cleanup maw , etc. } arAbble at the construction site at all times. ✓ When spills or leaks occur, contain them immediately and be particularly care- ful to prevent leaks and spills from reaclhing the gutter. street, or storm drain. Now wash spilled material into a gutter, street, storm drain, or creek! ✓ Report any hazardous materials spills Call City of San Rafael -Fire D, JA 19 � �l.6e9. (415)485-3308 ✓ Inspect vehicles and equipment for leaks frequently. Use drip pans to catch leaks until repairs are made; repair leaks promptly. ✓ Fuel and maintain vehicles on site only In a bermed area or over a drip pan that is big enough to prevent runoff ve U yw tirtust ,rc,� vehicles or equipment on site, clean with water only in a bermed area that will not allow rinsewater to run into gutters. streets, storm drains. or creeks. ✓ Do not clean vehicles or equipment on-site using soaps, solvents. degreasers, steam cleaning eq prneru. etc. Earthwork & contaminated sofls ✓ Keep excavated soil on the site where it is least likely to collect in the street Transfer to dump trucks should take place on the site, not in the street. ✓ Use hay bales, silt fences, or other control measures to minims the flow of silt off the site. ✓ Avoid scheduling earth proving activities during the rainy season if possible. N grading activities during wet weather are allowed in your permit, be sure to Implement all control measures necessary to prevent erosion. ✓ Mature vegetation is the best form of erosion control. Minimize disturbance to low existing vegetation whenever possible. ✓ If you disturb a slope during construction, prevent erosion by securing the soil with erosion control fabric, or seed with fast- growing grasses as soon as possible. Place hay bales down-slope until :mil is some. ✓ If you suspect contamination (from site history, discoloration, odor, texture, abandoned underground tanks or pipes, or buried debris), call the Fire Dept., (415) 485-3308, for help in determining what testing should be done. ✓ Manage disposal of contaminated soil according to Fire Department instructions. ✓ Reuse water for dust control, irrigation, WWI or another on-site purpose to the greatest extent possible. ✓ Be sure to call the City's Stommater Manager before discharging water to a street, gutter, or storm drain. Call the Stormwater Manager at .(,415) 485-3435. Filtration or diversion through a basin, tank, or sediment trap may be required. ✓ In areas of known testing is'required prior to reuse or discharge of gmundwater. Consult with the City Fire Dept. to determine what testing to do and to interpretgroundwtr must be treated or hauled off-site for proper disposal. Saw cutting ✓ Always completely cover or barricade storm drain inlets when saw cutting. Use filter fabric. hay bales. sand bags. or fine gravel dates to keep slurry out of the storm drain system. ✓ Shovel, absorb, or vacuum saw -cut slurry and pick up all waste as soon as you are wed in one location or at the end of each work day (whichever is sooner!). ✓ If saw cut slurry enters a catch basin, dean it up i nmediately. ✓ Do not pave during wet weather or when rain is forecas.. ✓ Alm cover storm drain inlets and man- holes eanholes when paving or applying seal coat, tack coat, slurry seal, or fog seal. ✓ Place drip pans or absorbent material un- der paving equipment when not in use. ✓ Protect gutters, ditches, and drainage courses with hay bales, sand bags, or earthen berms. ✓ Do not sweep or wash down excess sand from sand sealing into gutters, sten drains, or creeks. Collect sand and return it to the stockpile. or dispose of R as trash. ✓ Do not use water to wash down fresh asphalt concrete pavement. Storm drain polluters may be liable for fines of up to $5Oo per day ! City of San Rafael Storm Water Program (415) 485-3435 Concrete, grout, and mortar storage & waste disposal ✓ Be sure to store concrete, grout, and mortar under cover and away from drainage areas. 'These materials roust never reach a ✓ Wash out concrete equipment/trucks off-site or designate an on-site area for washing where water will flow onto dirt or into a temporary pit in a dirt area. Let the water seep into the soil and dispose of hardened concrete with trash. Painting ✓ If a suitable dirt area is not available, collect the wash water and remove it for appropriate disposal off site. ✓ Divert water from washing exposed aggregate concrete to a dirt area where it will not run into a gutter, street, or storm draim if a suitable dirt area is not available. filter the wash water through hay bales before discharging to a storm drain. ✓ Never rinse paint brushes or materials in a gutter or streets ✓ Paint out excess water-based pai:it before rinsing brushes, rollers, or containers in a sink ffyou cant use a sink, direct wash water to a dirt area and spade it in. ✓ Paint out excess oil-based paint before cleaning brushes in thinner. ✓ Filter paint thinners and solvents for reuse whenever possible. Dispose of oil-based paint sludge and unusable thinner as hazardous waste. Ln W 0 4 �N Z0,10' L1L Z WZot > ©.! W m co z J > LU Z WUa= co 09 �. 0 Z i M � W Lis c Q Z CL Q E-- Z W UJ d V Q Z � V Q .J Z = a W r... co N J J a xx .li - SHEET BMP OF 11 14145