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Home My WebLink AboutCC Resolution 14193 (Lands of Coyne Subdivision & Stormwater Agr)RESOLUTION NO. 14193 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN RAFAEL APPROVING THE SUBDIVISION IMPROVEMENT AGREEMENT AND THE STORMWATER MANAGEMENT FACILITIES AGREEMENT FOR THE LANDS OF COYNE (2468 FIFTH AVENUE, SAN RAFAEL, CALIFORNIA) WHEREAS, the Planning Commission of the City of San Rafael did on the 291h of September 2015, adopt Resolution Number 15-13 approving a Lot Line Adjustment (LLA14-002)and Tentative Parcel Map (514-001) to allow demolition of the existing commercial building located at 2468 Fifth Avenue (near Ray Court) and the construction of three new single family dwellings on the three new individual lots created by subdivision of the property (APN: 010-351-18); and WHEREAS, the applicant has submitted a Parcel Map for said subdivision, entitled "The Lands of Coyne" and supporting documents; 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 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, that the City Council of the City of San Rafael approves 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 hereby authorizes the City Clerk, upon receipt of the executed Subdivision Improvement Agreement and Stormwater Management Facilities Agreement, and all other required bonds, fees, and other documents, to record the Parcel Map, Subdivision Improvement Agreement, 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 19th day of September, 2016, 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 File No.: 15.10.549 City of San Rafael • California Subdivision Improvement Agreement THIS AGREEMENT is made and entered into as of the 19th day of September, 2016, 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 Lands of Coyne, also known as 2468 Fifth Avenue, San Rafael, California (hereafter, the "Subdivision"). B. Subdivider has presented to City for approval a parcel map entitled: Parcel Map Lands of Coyne (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 Fifth Avenue Subdivision, dated February 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 perfonn 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. 14193 adopted at the regular meeting of the City Council held on the 19th of September 2016, 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 overtime hours. The inspection of work shall not relieve the Subdivider of any of his obligations to Subdivision Agreement • 2 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 Eighty -One Thousand Dollars ($81,000.00) 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 1 1 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 detennination 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 Forty Thousand, Five Hundred Dollars ($40,500) 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 15. Maintenance Bond N/A Subdivision Agreement • 3 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. A. During the term of this Agreement, Subdivider shall maintain, at no expense to City, the following insurance policies: Subdivision Agreement • 4 1. A commercial general liability insurance policy in the mrnirnum 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. 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 and employer's liability insurance, as required by the State Labor Code and other applicable laws and regulations, and as necessary to protect Subdivider and City against all liability for injuries to Subdivider's officers and employees. Subdivider's worker's compensation insurance shall be specifically endorsed to waive any right of subrogation against City. B. The insurance coverage required of the Subdivider in subparagraph A above shall also meet the following requirements: I. 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 01 04 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 rninimurn insurance coverage requirements and/or limits shall be available to CITY or any other additional insured party. Furthermore, the requirernents for coverage and limits shall be: (1) the minimum coverage and limits specified in this Agreement; or (2) the broader coverage and maximurn limits of coverage of any insurance policy or proceeds available to the named insured; whichever is greater. Subdivision Agreement • 5 C. 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. 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 1 1 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 and Improvement Plan Check Fees Construction Inspection Fees (Estimated) Total Paid Fees Due Prior to Recordation of Parcel Map: Parkland Dedication Fee Affordable Housing in lieu fee Total $3,285.00 $1,830.00 $5.115.00 $5,903.94 $76.380.00 $82,283.94 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: Jim Schu _ City Man ev) ATTEST: Esther C. Beirne City Clerk APP OVED AS TO FORM: ��I✓� Robert F. Epstein � City Attorney SUBDIVIDER: Bv: Dlarti J. Coyne Owner Subdivision Agreement - 7 APPROVED AS TO CONTENT: Kevin McGowan Assistant Public Works Director/City Engineer Subdivision Agreement • g 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 1-Uptw On Cc -718- C-9 (7j 2.V116 before me, C • F'Elkti e) %JDT#Aey P0941 c . (insert name and title of the officer) personally appeared ly,4R 1 Al -_5— J!:�Vy, L= who proved to me on the basis of satisfactory evidence to be the person(s) whose name(sot /are subscribed to the within instrument and acknowledged to me tham/she/they executed the same in 69/her/their authorized capacity(ies), and that by(fij° /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. Signature '-00' - F—W-eR"{ (Seal) 0 COMM. B#21N12433 i or: Notary Public • California o z Marin County MV Comm. Expires June 10, 2019 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 Project Manager: Kevin McGowan/Josh Minshall Extension: 3158 Contractor Name: Martin J. Coyne Contractor's Contact: Ray Cassidy Contact's Email: marinplastering@sbcglobal.net ❑ 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 9/22/2016 ❑ Click lure to b. Email contract (in Word) & attachments to City cntcr a Ltatc. Atty c/o Laraine.Gittens@cityofsanrafael.org ❑ 2 City Attorney a. Review, revise, and comment on draft agreement -9f�4/ZE?16 and return to Project Manager Click here to G' b. Confirm insurance requirements, create Job on enter a date PINS, send PINS insurance notice to contractor 3 Project Manager Forward three (3) originals of final agreement to Click het a to ❑ contractor for their signature enter a date. 4 Project Manager When necessary, * contractor -sinned agreement ❑ N/A agendized for Council approval *PSA > $20,000; or Purchase > $35,000; or Or ❑ Public Works Contract> $125,000 Click here to Date of Council approval enter a date. PRINT CONTINUE ROUTING PROCESS WITH HARD COPY 5 Project Manager Forward signed original agreements to City 9/21/16 Attorney with printed copy of this routing form 6 City Attorney Review and approve hard copy of signed agreement ` f✓� 7 City Attorney Review and approve insurance in PINS, and bonds (for Public Works Contracts) 8 City Manager/ Mayor Agreement executed by Council authorized official I 9 City Clerk Attest signatures, retains original agreement and forwards copies to Project Manager (o—fig ,/G /-eZ 1 _ 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. 010-351-18 STORMWATER MANAGEMENT FACILITIES AGREEMENT This Agreement is entered into as of the 19th day of September, 2016, 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 2468 Fifth Avenue, San Rafael, California more specifically identified as "Lands of Coyne" in Recorder's Document Number 2016-0022247 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 Resolution No. 15-13, adopted on September 29, 2015, require OWNER to construct certain stormwater management facility improvements on the Property, the approved plans for which are included in the plans titled "Improvement Plans Fifth Avenue Subdivision" dated February 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 September 19th, 2016, 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, 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. OWNER 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 there, 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 By: -{�"' Jim S hu , City Manag r OWNER ATTEST: Esther Beirne, City Clerk APPROVED AS TO FORM: —L, -.a- a- �� Robert Epstein,#CiA4ttoyg U OBERKAMPER & ASSOCIATES I2/9/15 CIVIL ENGINEERS, INC Job No. 14-137 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 of portion of that parcel of land shown as "Lands of Kroll & Andrews" on that Record of Survey Lot Line Adjustment between Kroll and Kroll & Andrews recorded in Book 26 of Surveys at Page 47, Marin County Records, and described by the Grant Deed to Martin J. Coyne by document serial number 2014-0015302, Marin County Records, and a portion of that land shown as "Lands of Kroll" on said Record of Survey and described by the Grant Deed to Calvin Ahlgren by document serial number 20040036143, Marin County Records, more particularly described as follows: Beginning at a point on the Northerly line of Fifth Avenue; Said point being the Westerly comer of said Coyne Parcel (2014-0015302 and 26 OS 47); Running thence along the Northerly line of said Fifth Avenue, South 2196' East, 24.30 feet; Thence continuing along the Northerly line of Fifth Avenue, South 37°18' East, 118.19 feet; Thence leaving said Fifth Avenue, North 34100' East, 112.08 feet; Thence North 56°00' West, 10.00 feet to a point on the line common the Southeasterly line of said Coyne Parcel and Northwesterly line of said Ahlgren Parcel; Thence along said common line North 34°00' East, 4.59 feet; thence leaving said common line North 30014'08" East, 49.19 feet; Thence North 22'53'19" East, 16.04 feet; Thence North 26'05'18" East, 62.56 feet; Thence North 06°46'59" East, 23.45 feet; Thence North 33°53'22" East, 40.69 feet to a point on the Northeasterly line of said Coyne Parcel; Thence along said Northeasterly line North 56°00' West, 96.26 feet; thence South 34°00' West, 253.39 feet to the Point of Beginning. pab:leo Exhibit A 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 HAP 1A) On Ck io teR fl. :19>fb before me, C' ' 9C—lieN ii:, /001r4 e`/ Pini- , c (insert name and title of the officer) personally appeared �� ' �� . edY,,uG who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s6/are subscribed to the within instrument and acknowledged to me th t�/she/they executed the same in ai' /her/their authorized capacity(ies), and that bm�qher/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. Signature (Seal) I E. BEIRNE c COMM. #2112433 z o: a► Notary Public . California z =Marin County c MV Comm Expires June 10, 2019 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 Project Manager: Kevin McGowan/Josh Minshall Extension: 3158 Contractor Name: Martin J. Coyne Contractor's Contact: Ray Cassidy Contact's Email: marinplastering@sbcglobal.net ❑ 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 9/22/2016 ❑ ChL:k heri_ to b. Email contract (in Word) & attachments to City enter a L_t tte. Atty c/o Laraine.Gittens@cityofsanrafael.org ❑ 2 City Attorney a. Review, revise, and comment on draft agreement -3/1-4r/-2&16 and return to Project Manager Uttck hoer to G' o b. Confirm insurance requirements, create Job on eater et dale. PINS, send PINS insurance notice to contractor p J 1 y 3 Project Manager Forward three (3) originals of final agreement to Click here to ❑ contractor for their signature enter a oat'Q. 4 Project Manager When necessary, * contractor -sinned agreement ❑ N/A agendized for Council approval *PSA > $20,000; or Purchase > $35,000; or Or ❑ Public Works Contract > $125,000 C1iCk here `o Date of Council approval enter a date. PRINT CONTINUE ROUTING PROCESS WITH HARD COPY 5 Project Manager Forward signed original agreements to City 9/21/16 Attorney with printed copy of this routing form 6 City Attorney Review and approve hard copy of signed 49/0 agreement 7 City Attorney Review and approve insurance in PINS, and bonds (for Public Works Contracts) „ r 8 City Manager/ Mayor Agreement executed by Council authorized official C/` .)NA 9 City Clerk Attest signatures, retains original agreement and /40--:28 forwards copies to Project Manager --/,& OWNER'S STATEMENT The undersigned are the only persons having any record title interest in the lands subdivided and shown on this map, do hereby consent to the preparation and recordation of this map, and are all who are necessary to pass clear title to the land subdivided and shown hereon. The undersigned hereby irrevocably dedicates to the City of Son Rafael the drainage easement as shown hereon. The public easements offered herein for dedication shall be kept open and free from permanent buildings and structures of any kind. The local agency shall have the right of ingress and egress into and upon such easements for the purpose of improving, maintaining or repairing such easements and facilities within it; however, said right shall not impose upon said local agency the obligation of maintenance, improvement or repair. Date: MARTIN J. COYNE, ACKNOWLEDGEMENT STATE OF CALIFORNIA COUNTY OF ) On before me. personally oppeoreO who proved to me on the basis of satisfactory evidence to be the person(s) whose nome(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the some in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or 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. SIGNATURE CITY PLANNING COMMISSION STATEMENT Approved by the Planning Commission of the City of Son Rafael, State of Colifomla. Signed: Chairman, San Rafael Planning Commission CITY CLERK'S STATEMENT The City Council of the City of Son Rafael, County of Morin, State of California, at a regular meeting held on the day of 2016, examined this map, and the City Council by Resolution No. , duly passed at the meeting aforesaid, approved this map and rejected all offers of dedication to the public. Signed this day of 2016. Esther C. Be€me, City Clerk of The City of Son Rafael, County of Marin State of California ENGINEER'S STATEMENT 1, Leon E. Oberkamper, state that I am a Registered Civil Engineer under the laws of the State of California. that preparation of the map shown hereon was done by me or under my direction and is based upon a field survey in conformance with requirements of the Subdivision Map Act and local ordinance at the request of Martin Coyne on February 19, 2015; that the survey is true and complete as shown; that the monuments are of the character and occupy the positions indicated and that the monuments are sufficient to enable the survey to be retraced, and that this final map substantially conforms to the conditionally approved Tentative Map. Signed this day of 2016 Leon E. Oberkamper RCE 12094 CITY ENGINEER'S STATEMENT 1, the undersigned, City Engineer of the City of Son Rafael, State of California hereby state that I have examined this Parcel Map, that the land division as shown hereon is substantially the some as it appeared on the Tentative Map and any approved alterations thereof, and that all provisions of Chapter 2 of the Subdivision Map Act and any local ordinances applicable at the time of the approval of the Tentative Map have been complied with. Signed this day of 2016 Kevin McGowan RCE 45967 City Engineer, City of San Rafael ACTING CITY SURVEYOR'S STATEMENT I, the undersigned, Acting City Surveyor of the City of Son Rafael, State of California hereby state that I have examined this Parcel Map and i am satisfied that this Mop is technically correct. Signed this day of 2016 Richard Simonitch LS 7821 Acting City Surveyor, City of Son Rafael COUNTY TAX COLLECTOR'S STATEMENT 1, the undersigned, on behalf of the Tax Collector of the County of Marin and Cities therein, State of California, hereby state that there are no liens for unpaid taxes, County or City or special assessments collected as taxes except taxes or special assessments not yet payable against the tract or subdivision of land shown hereon or any part thereof. Signed this day of 2016 MICHAEL J. SMITH, Tax Collector County of Marin and Cities therein, State of California M Deputy CLERK OF THE BOARD OF SUPERVISORS' STATEMENT 1, the undersigned, Clerk of the Board of Supervisors of the County of Marin, State of California, do hereby State that a good and sufficient bond approved by and in the amount fixed by said Board of Supervisors has been filed with sold Board and that said bond by its terms Is made to inure to the benefit of said County of Marin and is conditioned for the payment of all taxes which may be at the time of recording of this map a lien against the tract or subdivision of land shown hereon or any part thereof but not yet payable. WITNESS, my hand and seal this day of 2016 Signed Clerk of the Board of Supervisors of the County of Morin, State of California COUNTY RECORDER'S STATEMENT Filed this day of 2016 at in Volume of Maps at Page at the request of the City of Son Rafael. Serial No. Fee Richard N. Benson County Recorder, Morin County, California Signed Deputy SOIL REPORT STATEMENT Geotechnical investigations include "Report Engineering Geologic Investigation" prepared by Salem Howes Associates Inc., Geotechnical Consultants, dated May 18. 2015, and "Geotechnical Investigations, 3 New Homes 2468 5th Avenue". prepared by Nersi Hemoti. P.E., G.E., Consulting Soil Engineer, doted September 29, 2014, and ail subsequent reports, letters, and addenda have been filed with the City Planning Deportment. PARCEL MAP LANDS OF COYNE BANG A SUBDIVISION OF THAT PARCEL DESCRIBED BY DEED X2016-0022247 CITY OF SAN RAFAEL, "IN COUNTY, CALIFORNIA 0.758 ACRES OBERKAMPER & ASSOCIATES CIVIL ENGINEERS., INC 7200 REDWOOD BLVD, SUITE 308 NOVATO, CA 94945 P:(415)897-2800 www.obericomper.com JOBS 14-137 A.P.N. 010-351-18 SHEET 1 OF 3 0 N21'36'00"W 24.30' N3718'00"W 1.00' N3T 18'00"W 55.95' LEGEND N37'1 8'00"W1 MARIN COUNTY CEMETARY COMPANY 2500 FIFTH AVE. DN 1981-24354 AP# 177-240-03 253.39' (R2) N.W001k t 1104v — — N34''00'00"E 11 LOT : 2 L3 7,016 SQFT 0.161 ACRES 4 4 S34'00'00"W 136.1 T - - LOT : 1 7,979 SOFT 0.183 ACRES A] .a 3 Ns• 9954 "E � " �;� $22'53'19"W N34'00'00"E 34.79' N34'0000 E Z 16.04' S2F05'1S� _. ! _ _ -1 /74.59' 62.56E 56.08'S56roob0"E39.22' --DRAINAGE EASEMENT--,,,,, S3qN561`400� W 9S30-14 4'08"W SWO0� 112.08` 10.00' LOT : 3 18,036 SOFT 0.414 ACRES ^w/ 130.00' (R1) L1 S3718'00"E Q� 9.44' 21.33' (R1) SWOO'00"E LANDS OF STRANGER & BROWN L3 2450 FIFTH AVE. 19.15' DN 2011-041029 APN'S 010-351-07 M 130.00' (R1) L5 $34'00'00"W S5T58'0(YE 16.02' (R1)� S5T58'00"E 25.01' (R1)' oet—__ (R1) $34'00'OOV 9 -FOUND STREET MONUMENT PER R.M. 16-88 o _SET 3/4 -IRON PIPE RCE 12094 . _FOUND 11" IRON PIPE (OPEN) (R)—RADIAL R1)—REFERENCE DATA & BEARINGS PER R.M. 16-88 (R2)—REFERENCE DATA & BEARINGS PER 26 O.S. 47 S5T58'00"E 25.01' (R1) LANDS OF BATTAGLIA 3 SHANNON LANE DN 2002-050402 APN 010-351-01 N34'00'00"E 122.44' (R1) LANDS OF CALVIN AHLGREN 2452 FIFTH AVE. DN 2004-036143 APN'S 010-351-17, 19 S34'00'00"W J*/ w 323.63' (R2) S34'00'00"W 193.63' SHANNON LANE—S34W00"W 312.32' (R1)- _ BASIS OF BEARING - - - - BASIS OF BEARING DRAINAGE EASEMENT NOTE a N LL 80 g b °' is S33'53'22"W 40.69' i la n. g8 b In N THE BEARINGS SHOWN HEREON THE NON—EXCLUSIVE DRAINAGE EASEMENT SHOWN REFERENCE THE CENTERLINE OF HEREON IS FOR THE DRAINAGE OF BOTH THE SHANNON AVENUE BEARING PUBLIC STREET AND LOT 1 TO THE CREEK. S34'00'00'1N PER R1. 30' 0 30' 60' SCALE.• l' = 30' BONFILIO PATRICIA A TR 41 SHANNON LN. DN 2005-012958 AP#010-351-09 0* 000000, 0 A.P.N.NO. 010-351-18 IDJ LINE TABLE BEARING L1 S56'00'00"E Q� 9.44' L2 SWOO'00"E 12.50' L3 S56'00'00"E 19.15' L4 N 10'23'28"W 6.41' L5 S00'4236"E 7.88' L6 S5TOO'00"E 17.36' PARCEL MAP LANDS OF COYNE BANG A SUBDIVISION OF THAT PARCEL DESCRIBED BY DEED X2016-0022247 CITY OF SAN RAFAEL, MARIN COUNTY, CALIFORNIA 0.76 ACRES OBERKAMPER & ASSOCIATES CIVIL ENGINEERS, INC 7200 REDWOOD BLVD, SUITE 308 NOVATO, CA 94945 P:(415)897-2800 www.obercamper.com JOBS 14-137 SHEEP 2 OF 3 MARLN COUNTY CEMETARY COMPANY 2500 FIFTH AVE. DN 1981-24354 AP#177-240-03 N21'36'00"W 24.30' (R2) N21036'00"W 24.30' N37'18*00*W N3,VOO'O0'E 1.' ( 1 11L08:. N3T 18'00"W D118.09' / ink N34'00'00"E N • - " - - 1.00 I � rT- - - - - -------- E--- L1 N3T 18'00"W� �� /' 18'0 G ?0' ../,,_ 86.13 I 55.95 SSG£ NTS QA(/l 7.016 SOFT I WETLAND /�� ' / o / 0.161 ACRES I WA 9{/ I OF U.S. 3c /iyC/,o /� N56 00 00 W^____.,I y�Ck l � I ,�°j 31.36' I L=26.34', R=25'N35'06'45"E d=60'22'36"9-3 5.93y I I N31' = 1--L----54.79'- 36 S34'00'00"W.001 y N c�cn v�136.17' 52.23 / r-- - - - - - -- -- -- N25' 15'51 "W m ?0' S34 00'00"W �'"r' 4 40.29 cvs �.........I.... ........................... • QAC ,- 3 50"W-' S31*42'S8"W SF1' G N23'39'24"W fes ---7.09, " :; S35'06'45"W C�/ INF l 13.93 x NO 50 48 W..•- 6.67 Q� 8(x/ •.,� // ,� 12.68' 25' 1 '51 "E NON- • CD/ LOT : 1 BUILDING SETBACK 13.13' WETLAND S � q kGl 0 7,979 SOFT �� LINE (TYP.) S33'33'50" WATERS-, F 15 , 0.183 ACRES c4Y 146100 12.61'OF U.S. 0'50'48"E L=14.30', R=25'2 14.98' N34'00'00'E �32'45'52" / Oris " 4.59' 39 24 E N34'0 0.46' _0'00"E _ _ ~_ _ _ _ _ _ ....................��"a�r..,....,,,,,.,....,� R - g2,86' N5554 56"1N' S23'39'24"E SWI4'08"W «� I , 5` ,14' �s 41, �' f 10' 63' N56VWOC"W J N34'00'00'E 112.08 10.00' �m S5655'32"E �/ 8.68' .y LANDS OF CALVIN AHLGREN 2452 FIFTH AVE. DN 2004-036143 ,$ APN'S 010-351-17, 19 1.0M 2 NOTES: 130.00' (R1) S34'00'00"W 323.63' (R2) 253.39' (R2) 1 0 N34'00'00"EN34'00'00"E FT--- - "---- 111.85' _'----_ ._.,.---- -! 10' I I l w REAR BSL 18,036 SOFT N52'25'49"E o j o Ico l 0 0.414 ACRES 23.68 N I o GARAI I ' 4" I v` ) BUILDING SETBACK LINE G v`�i N19'36'26"E �5 17 3-- I /_ (TYp ) SETBACK ' 18.44 " 16.15 , ZE, S5321 10'W 0 UNE N� 6 5� 5� S 5.17' 34 lW,... 6.78' -- 15, -- Ab- " .98 S64'48'58"W BSL I I -�'" 6 41' 15 W ' 12. / ...2.33 +O- - --1P34100'00"E �' 51 , ¢ 36.26' 3" X3'23 S52'25'49"W � Z� �►G S20 09........x.......1 75 y a m BONFILIO PATRICIA A TR �� n� •�9 �{J .x...........20.3 ' �! 41 SHANNON LN. �; r 2:: JURISDICTIONAL �oF 15 LINE DN 2005-012958 _„ AP#010-351-09 10'2328"W 0-42'36 _J7.05' 12.04' JURISDICTIONAL LINE _S27'32'26"W 4.99' NON -WETLAND WATERS OF U.S. 522'53'19"W 16.04' S,?.ar05' 18'W 62.56' S3014'08'W 9.98' S34'00'00" W 193.63' JURISDICTIONAL LINE S33'53'22"W 40.69' 40011 * 5io LINE TABLE BEARING DISTANCE ID# L1 S56'00'00"E 9.44' L2 S34'00'00"E 12.50' L3 S56'00'00"E 19.15' L4 N 10'2328"W 6.41' L5 S00'42'36"E 7.88' L6 S56'00'00"E 17.36' 40011 * 5io 1. MAINTENANCE OF DRAINAGE FACILITIES WITHIN EACH LOT SHALL BE THE RESPONSIBILITY OF THE OWNER OF THAT LOT. 2. NO PERMANENT STRUCTURES OR MODIFICATIONS SHALL BE PERMITTED WITHIN THE CREEK BANKS, WETLAND AND PARCEL MAPNON-WETLAND WATERS OF THE US, OR CREEK CHANNEL. ANY LEGEND WORK OR IMPROVEMENTS WITHIN THIS AREA SHALL BE SUBJECT TOO PRIOR REVIEW AND APPROVAL BY THE CITY DEPARTMENT OF SHEET PROVIDED FOR LOCAL LANDS OF COYNE ©_FOUND airctti MONUMENT PER R.M. 16-88 PUBLIC WORKS AND THE PLANNING DIVISION. AGENCY INFORMATION ONLY BEING A SUBDIVISION OF THAT PARCEL 3. USE AND IMPROVEMENT WITHIN THE NATURAL LANDSCAPE AREA DESCRIBED BY DEED #2016-0022247 o _SET 3/4"IRON PIPE RCE 12094 SHALL CONSIST OF ONLY PLANTING OF NATIVE AND COMPATIBLE CITY OF SAN RAFAEL, "IN COUNTY, CALIFORNIA o _FOUND 1r IRON PIPE (OPEN) LANDSCAPING, INSTALLATION OF ANCILLARY PATHWAYS AND 0.758 ACRES (R) EXCLUDING PERMANENT STRUCTURES, EXCEPT FOR APPROVED -RADIAL DATA &BEARINGS PER R.M. i6-88 BIO-SWALES, DRAINAGE IMPROVEMENTS, AND 3' s OBERKAMPER & ASSOCIATES Q_REFERENCE WALKWAYS TO PROVIDE ACCESS AROUND THE HOMM ES._REFERENCE DATA & BEARINGS PER 26 O.S. 47 4. ONLY MAINTENANCE OF THE DRAINAGE WAY SHALL BE CIVIL ENGINEERS INC. PERMITTED WITHIN THE WETLAND WATERS OF THE US WITH NO 20' 0 20 40' 1 ALTERNATION OR FURTHER IMPROVEMENT OF THE AREA po 7200 REDWOOD BLVD, SUITE 308 NOVATO, CA 94945 PERMITTED WITHOUT PRIG REVIEW AND APPROVAL BY THESCALE.' = 20' P:(415)897-2800 www.oborkalmper.com JOB# 14-137 DEPARTMENT OF PUBLIC WORKS. A.P.N.NO. 010-351-18 SHEET 3 OF 3 IMPROVEMENT PLAIDS FIFIH AVENUE SUBDIVISION 2468 FIFTH AVE �IUE SAKI RAFAEL, CALIFOR-'k*41A 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 SALEM HOWES ASSOCIATES INC., GEOTECHNICAL CONSULTANTS, DATED MAY 18, 2015, THE REPORT GEOTECHNICAL INVESTIGATIONS 3 NEW HOMES 2468 5TH AVENUE, PREPARED BY NERSI HEMATI. P.E., G.E., CONSULTING SOIL ENGINEER, DATED SEPTEMBER 29, 2014, 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. A GRADING PERMIT AND AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE FROM THE CITY OF SAN RAFAEL DEPARTMENT OF PUBLIC WORKS AT 111 MORPHEW STREET PRIOR TO COMMENCING WORK. 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. THE CONTRACTOR SHALL NOTIFY THE SANITARY DISTRICT 48 HOURS PRIOR TO STARTING ANY SEWER WORK. ALL CONNECTIONS INTO EXISTING SEWER MAIN MUST BE INSPECTED BY SAN RAFAEL SANITATION DISTRICT. 10. CONTRACTOR SHALL CALL "UNDERGROUND SERVICE ALERT" AT (800)642-2444 AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATING UNDERGROUND UTILITIES. 11. 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. 12. ALL SANITARY SEWER PIPE SHALL BE PER SAN RAFAEL SANITATION DISTRICT STANDARD SPECIFICATIONS AND DRAWINGS, TABLE 1. 13. ALL UNDERGROUND CONSTRUCTION OF UTILITIES SHALL CONFORM TO THE STANDARD SPECIFICATIONS OF EACH UTILITY COMPANY. ALL UTILITIES SHALL BE UNDERGROUND. 14. EXISTING PAVEMENT SHALL BE SAW CUT IN LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING PAVEMENT. 15. THE REMOVAL OF OBSTRUCTIONS (POWER POLES, FENCES, RETAINING WALLS, TREES, FOUNDATION SLABS, STRUCTURES, PIPELINES, ETC.) SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. ALL TRENCHES 5 FEET IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW. 17. MATERIAL SPILLS ON PUBLIC STREETS AND SILTATION OF DOWN STREAM STORM DRAIN FACILITIES DUE TO THIS PROJECT SHALL BE REMOVED BY THE CONTRACTOR. 18. 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. 19. ALL STATION LABELS SHOWN ARE TAKEN FROM THE CENTERLINE. STATIONS ARE MEASURED PERPENDICULAR TO THE CENTERLINE. 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. ALL STORM DRAIN PIPE SHALL BE RCP, HDPE, OR PVC (SDR 35). 22. PAVEMENT SHALL BE CONSTRUCTED IN AT LEAST TWO LIFTS. THE SECOND LIFT SHALL BE PLACED AFTER ALL OTHER SUBDIVISION IMPROVEMENT CONSTRUCTION IS COMPLETED AND BUILDING CONSTRUCTION IS SUBSTANTIALLY COMPLETE, AS DETERMINED BY THE CITY'S ENGINEERING REPRESENTATIVE. THE FINAL PAVEMENT SURFACE SHALL BE FREE OF GOUGES, PATCHES, DIESEL SPILLS, OR OTHER DEFECTS TO THE SATISFACTION OF THE CITY ENGINEER PRIOR ISSUANCE OF AN OCCUPANCY PERMIT, PRIOR TO ACKNOWLEDGMENT OF COMPLETION AND PRIOR TO FINAL ACCEPTANCE OF SUBDIVISION IMPROVEMENTS. 23. 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 STREETS SHALL BE FULLY REPAIRED TO THE SATISFACTION OF THE CITY ENGINEER. ANY STREET MORATORIUM ALREADY ESTABLISHED OR ESTABLISHED PRIOR TO COMMENCEMENT OF TRENCHING SHALL BE OBSERVED. THE CITY ENGINEER RETAINS THE RIGHT TO REQUIRE STREET REPAIR TO INCLUDE THE GRINDING AND OVERLAY OF EXISTING PAVEMENT FOR THE FULL STREET WIDTH WITHIN THE VICINITY OF ANY TRENCHING IN ORDER TO MAINTAIN THE PAVEMENT INTEGRITY. 24. STENCILING SHALL BE PROVIDED ON THE TYPE "C" CURB CATCH BASIN IN FIFTH AVENUE TO PROHIBIT DUMPING OF POLLUTANTS. THE STENCIL SHALL BE SUBJECT TO THE REVIEW AND APPROVAL OF THE TOWN ENGINEER PRIOR TO ISSUANCE OF A GRADING PERMIT. 25. DRIVEWAYS APPROACHES TO BE CONSTRUCTED IN CONFORMANCE WITH UCS 120. mr. TAmALPAIS 3 CE1/ETERY VALLEY 0: 6 VICINITY MAP NO SCALE woy LEGEND ----------- PROPERTY LINE AC ASPHALT CONCRETE BC BLIND CONNECTION PER UCS A-270 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 FIRE HYDRANT INV189.3 INVERT ELEVATION JP JOINT POLE MMWD MARIN MUNICIPAL WATER DISTRICT (N) NEW O.C. ON CENTER O.A.E. OR APPROVED EQUAL oSSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE -a- SIGN AS NOTED SO SIDE OPENING SS SANITARY SEWER SSRI SANITARY SEWER RODDING INLET SD STORM DRAINAGE (p) SDMH STORM DRAIN MANHOLE SL STREET LIGHT TC 189.3 TOP OF CURB ELEVATION TELE TELEPHONE TG 189.3 TOP OF GRATE ELEVATION TW189.3 TOP OF WALL ELEVATION TREE EXISTING W/SIZE & TYPE X TREES TO BE REMOVED ❑ UTILITY BOX ® WATER METER ® WATER VALVE Yl YARD INLET VIF VERIFY IN FIELD (LOCATION & DEPTH) - - - CENTERLINE 120 CONTOURS (EXISTING) 120 CONTOURS (PROPOSED) -------"---- EASEMENT LINE E E ELECTRIC LINE X - X ' FENCE LINE `0GASLINE a if JOINT TRENCH LOT LINE (PROPOSED) ss ss SEWER (EXISTING) a n SEWER (PROPOSED) STORM DRAIN (PROPOSED) w WATER (EXISTING) • w WATER (PROPOSED) UCS STANDARD DETAILS 100 - CURB, GUTTER & SIDEWALK NOTES 105 - CURB, GUTTER & SIDEWALK DETAILS 120 - OFFSET SIDEWALK AT DRIVEWAY 130 - DRIVEWAY APPROACH CURBS 200 - NOTES FOR CATCH BASINS, MH, DI, TS 205 - MANHOLE TYPE "A" 220 - CATCH BASIN GRATE DETAIL 235 - TYPE "C" CATCH BASIN 255 - GALLERY INLET FOR CATCH BASIN 260 - DROP INLET & TURN. STRUCT. 265 - GRATED DROP INLET & TURNING STRUCT. 330 - TRENCH DETAIL 340 - TRENCH DETAIL 350 - TRENCH NOTES LIST OF STRUCTURES 2 -CB Type "C" UCS 235 1 -DI 18x18 PRECAST CONCRETE BOX 1 -DI 2424 PRECAST CONCRETE BOX PROVIDE TRAFFIC RATED GRATES FOR ALL STRUCTURES INDEX OF SHEETS Cl. COVER SHEET C2. GRADING PLAN C3. FRONTAGE IMPROVEMENTS C4. UTILITY PLAN C5. EROSION CONTROL PLAN BMP BEST MANAGEMENT PRACTICES r- N M d Ln W - Q VZo O-< � adz uaaZeta- -0. Z z co = Jpa >g W V3 m O g l< ad - 2 O° �O Z C > Z F t 4 m W t ttA - W Z=WZ W () W a Z •W O =,>V U- N U. SHEET cl OF 5 14.137A r r i r SHEET cl OF 5 14.137A TO _3 2.85 2.07 ?.03�OMT) N37' 18'00"W 55.95' 1p2,`r ssw hN Ycy l O� b N3T 18'0( 1. 1 / 100EXISTING CONTOURS 98 (2' INTERVALS) loo— FINISH GRADE CONTOURS — — — —PROPERTY LINE GRADING AND EARTHWORK QUANTITY NOTES: LANDSCAPING NOTES: FENCE 1. NO GRADING SHALL BE COMMENCED PRIOR TO OBTAINING A GRADING PERMIT FROM THE CITY. NO MASS GRADING SHALL BE PERFORMED BETWEEN OCTOBER 8. IF, DURING THE COURSE OF CONSTRUCTION, CULTURAL, ARCHAEOLOGICAL, OR 1 ST AND APRIL 15TH. PALEONTOLOGICAL RESOURCES ARE UNCOVERED AT THE SITE (SURFACE OR 2. DUE TO THE INEXACT NATURE OF EARTHWORK ESTIMATING AND THE INEXACT SUBSURFACE RESOURCES) WORK SHALL BE HALTED IMMEDIATELY WITHIN 50METERS (150 FEET) OF THE FIND UNTIL IT CAN BE EVALUATED BY A QUALIFIED NATURE OF THE SOIL CONDITIONS BELOW GROUND, THERE IS NO GUARANTEE OF PROFESSIONAL ARCHEOLOGIST. THE CITY OF SAN RAFAEL PLANNING DIVISION THESE QUANTITIES. CONTRACTOR SHALL MAKE ITS OWN ESTIMATE OF THE WORK AND A QUALIFIED ARCHAEOLOGIST (I.E. AN ARCHAELOLOGIST REGISTERED WITH NECESSARY TO COMPLETE THE WORK SHOWN ON THESE PLANS AND AS THE SOCIETY OF PROFESSIONAL ARCHAEOLOGISTS) SHALL BE IMMEDIATELY OUTLINED IN THE GEOTECHNICAL REPORT. CONTACTED BY THE RESPONSIBLE INDIVIDUAL PRESENT ON-SITE. WHEN CUT 70 CY FILL 320 CY BALANCE 250 CY IMPORT CONTACTED, THE PROJECT PLANNER AND THE ARCHAEOLOGIST SHALL IMMEDIATELY VISIT THE SITE TO DETERMINE THE EXTENT OF THE RESOURCES 3. ANY EXCESS MATERIAL SHALL BE REMOVED OFFSFTE BY THE CONTRACTOR AND AND TO DEVELOP PROPER MITIGATION MEASURES REQUIRED FOR THE DISCOVERY. ANY REQUIRED FILL MATERIAL SHALL BE IMPORTED TO THE SITE AT THE CONTRACTOR'S EXPENSE. 4. IN THE EVENT OF EXCESS MATERIALS, CONTRACTOR TO PLACE EXCESS MATERIALS AT AN APPROVED FILL SITE. CUT 60 CUYD FILL 325 CUYD 5. ALL SUBGRADE PREPARATION, SUBDRAIN INSTALLATION, 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. 6. TOPSOIL STRIPPINGS SHALL BE STOCKPILED AND USED AS A THIN LAYER OF TOPSOIL OVER THE REPAIR AREA PRIOR TO HYDROSEEDING. VEGETATION SHALL BE REMOVED FROM SITE. 7. ALL GRADED AREAS NOT LANDSCAPED OR OTHERWISE STABILIZED SHALL BE HYDROSEEDED TO CONTROL EROSION BY OCTOBER 15. THE NATURAL LANDSCAPE AREA WILL BE PLANTED IN A MANNER TO PREVENT BANK EROSION AND WILL BE PLANTED WITH THE FOLLOWING NATURAL PLANTING: NATURAL LANDSCAPE AREA AESCULUS X ARNOLDIANA / BUCKEYE ARTEMISIA X 'HUNTINGTON' / HUN11NGTON WORMWOOD FESTUCA RUBRA / RED FESCUE FRAXINUS LATIFOLIA / OREGON ASH HETEROMELES ARBUTIFOLIA / TOYON HORDEUM BRACHYANTHERUM / MEADOW BARLEY LEYMUS TRITICOIDES / WILD RYE NASSELLA PULCHRA / PURPLE NEEDLE GRASS RHAMNUS CALIFORNICA / CALIFORNIA COFFEE BERRY SALIX LAEVIGATA / RED WILLOW BIO -RETENTION AREA PLANT OPTIONa WITHIN NATURAL LANDSCAPE AREAS CAREX PANSA / SANDDUNE SEDGE FESTUCA OVINA GLAUCA 'ELIJAH BLUE' / BLUE FESCUE FESTUCA RUBRA 'MOLATE' / MOLATE FESCUE <-- DRAINAGE FLOWLINE STORM DRAIN W/ DROP INLET (DI) CATCH BASIN ---- - EXISTING TREE TO REMAIN X EXISTING TREE TO BE REMOVED p PROPOSED TREE SEE SHEET C3 X 108.22 EXISTING SPOT ELEVATION +SG104.5 SUBGRADE ELEVATION +FG 104.5 FG ELEVATION 4"F" -OAK _ ♦ �Br�;rte. ------------ 40.69_x,_.-;----- z } \ S3353'22;W �gpYESSJp� No. 12094 9� CIVIL 4�~ �' pF C AL1�o I 6 x ___ -� q Ln W w Q V. • tiN�O ( �ZQ co0 > VJ Z m oG Q� 0d W LLJ x Z=)<z WW GL. W > z LLJ> m Q I =>Z_ JDa >8 W U3 @ -- m o 142: o I1. 0 x ri 10' 0 10' 20' SCALE- l' 10' a ac O 8 Z W o� "-Z 1i a. Q=ui m oG Q� Z=)<z W LLJ> WuI =>Z_ LL. _ < UV � N I1. m S3 0 N N � � B SHEET C2 Of 5 14137A DETAIL "A" SCALE: 1 "=5' E SW 103.53 103.3 BSW 103.41 .35 _BSW 3.16 /BSW/03-20 DETAIL "B" SCALE: 1"=5' ?G102.66 .SCA \ BSW ° \ 02.E \\ 102.70 02.50,` SW 02.56 DETAIL "C" SCALE: 1 "=5' i 4e �N cz�� 40�11 N3T 18'00"W �. 55.95' / UCS DWG. NO. 120 OFFSET ©p SIDEWALK AT DRIVEWAY C/p � Jo4 9 - EE DETAIL "A" 4, 7 UCS TYPE "A" CURB i OFGUTTER •. I • '"'r„�w'�""''►' i FIFTH AVENUE FRONTAGE IMPROVEMENTS SCALE: 1 "=10' est x [-- 'o .%11 N O� �o O ?Q oQ ;06 2)' DRIVEWAY So sOk AdA 1, .- S� :i 5 2 X05 � � �G q4 � is 15 GA. KARPICK RED MAPLE TREE �S �S �ss� i '?�f •sr S //sC'OR, s os o •� •c if 15 GAL. KARPICK RED MAPLE TREE n \ G102.4+�` 0. 2% 2% SG 10�.T+ ,, v o� 15 GAL. ARBUTUS cr Q<t t3 STANDARD TREE o� 2ti Q f1 15 GAL. ARBUTUS STANDARD TREE v.vv,r f - _ j - 2, -UC TYP 24x24 DI CCATC UOSINS RIM102.0 8" 1 .99.60 INV 99.5E 10' 0 10' 20 l SCALE.• 7 = 1 D' LEGEND to EXISTING CONTOURS 98 (2' INTERVALS) 100-._ FINISH GRADE CONTOURS --- --- PROPERTY LINE x FENCE -...- DRAINAGE FLOWLINE STORM DRAIN W/ 0� DROP INLET (DI) I CATCH BASIN +FG103.20-220`` FINISH GRADE ELEVATION +SG102.8 SUBGRADE ELEVATION +BSW103.20 BACK OF SIDEWALK X 105.22 EXISTING SPOT ELEVATION SIDEWALK IMPROVEMENT NOTES 1. ALL SIDEWALK WORK SHOWN SHALL COMPLY WITH TITLE 2 OF THE AMERICAN DISABILITY ACT (ADA) AND TITLE 24 OF THE CALIFORNIA CODE REGULATIONS (CCR) 2015 EDITION. 2. SIDEWALKS SHALL HAVE A MINIMUM WIDTH OF 48". 3. THE MAXIMUM SURFACE SLOPE OF THE SIDEWALK IS 1:20 (5% GRADIENT). 4. CROSS SLOPE ACROSS PATH OF TRAVEL IS TO BE S=0.015 FT/FT OR 0.06 FEET. IN NO INSTANCE MAY THE CROSS SLOPE OF SIDEWALK SURFACES BE GREATER THAN 1:50 (2% SLOPE). 5. SIDEWALK THICKNESS, "T", SHALL BE 3)" MINIMUM. 6. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER U11UTY FACILITIES WITHIN THE BOUNDARIES OF THE IMPROVEMENT AREA WILL BE RELOCATED OR ADJUSTED TO GRADE. DRIVEWAY WIDTH VARIES 16'-20' 5" THICK #4 REBARS Q CONCRETE 12" O.C. BOTH DRIVEWAY WAYS MIN 2% 4 d A\ TYPICIAL DRIVEWAY SECTION NTS PLANTING NOTES 1. PLANT CROWN SHALL BE 1" 1-1/2" ABOVE FINISH GRADE FOR TREES AFTER WATERING AND SETTLING. 2. TWO STAKES FOR 15 GAL. do LARGER TREES. 3. LOCATE STAKES AT OUTSIDE EDGE OF ROOTBALL. 4. SCARIFY SIDES OF PIT. 5. FERTILIZER TABLETS TO BE: 20-10-5, 6 TABLETS PER 15 GALLON TREE. 6. FOR TREES LOCATED IN TURF AREAS: REMOVE A 12" DIA. CIRCLE OF TURF AROUND TRUNK AND ADD 'TREE BOOTS', 'ARBOR GUARDS' OR EQUAL TO TRUNK TO PREVENT DAMAGE TO TREE FROM LINE TRIMMERS OR LAWN MOWERS. s APPROVED RUBBER TIES -FIGURE 8 PATTERN STAPLE TO TREE STAKES 10' LONG LODGE POLE PINE TREE STAKES -WINDWARD SIDE (2 STAKES PER TREE) MULCH: FIRBARK OR WOOD CHIPS (3") MIN. SOIL SAUCER: USE TOPSOIL (3') MIN. FINISH GRADE FERTILIZER TABLETS ROOIBALL FOOT TAMPED BACKFILL MIX UNDISTURBED EXISTING SOIL TREE PLANTING DETAIL NTS W v+ Q C„ j VZo oma, to adZ A� UJ Get aSZLuLIM w ad CLW>QJ Q m J p CL > g WU3 io O $ Z cc 00 Z VI o m M G - t/'l WI�'' C) •- N M d Z > W v+ Q C„ j VZo oma, to adZ A� UJ Get aSZLuLIM w ad CLW>QJ Q m J p CL > g WU3 io O $ Z cc 00 Z VI o m M G - t/'l WI�'' O>W a > 0� W NTS. C3 Z W = V Z jZW � � Q .�_ i�lip� Z tz0 !O N �ce W LA. m o co o a N SHEET C3 OF 5 14.137A 11111 11 Morin bounty Cemetary Company 26$1OAK 2500 Fifth Ave. DN 1981-24354 X EX. WOOD FENCE AP#1 77-240-03 E= X -X X EX, WOOD FENCE ,VOOWE HO X X X _X v HO, HO ED OF PROP(JSED DR r,'iF',T 6 P1 I I lu"�:-F�T C�71T 253.39' HO HO JT H0- JT JT A r\ 10"OAK Z - - - - - - - - - - 0 vi c1q, / \-(N) ELEC, G CATV, 0 Icr sh u 0 & TELEPHON CL - -QD SERVICE M 1`1 Ill <Z w w PROP'ISED I 7AY z 0 Icn al w . cj X 4*'W� "E _X 1253,311 A I (N) GAS SERVICE N37'18'00 1 uj SSMH 20' RIM=10 .03 51) SS Ss DRIVEWAY N34!00'00"Ej-,)��Ir� , �O ; I 411INV1 2.85 CS 80'-4"SS S=0.O*bft/ft 118.09' 6"INV 2.07 1 (N)4" LATERAL / (f �10 6. 1 6,' INTI 2.03 T) "Ss IpsINV.102. FILL AREA-- ssS56!00'00"E -ss N3r 1 8'00"W 0 9.43' D r----------.,......_. - - - - - - - - - - - - - - - - FL=9 9 S34!00'00"W 55.95 12. (5 - a50' Z - - - - - - - - - - - WYE CONN. 'nuTY LOT : 3 6" INV-101.64(VIF) CROSSINGS 4" INV.101.81 Nw co WITH (E)GAS 0) 18,036 SOFT LM & WATER (VIF) 10.414 ACRES N 9 L1.1goo so to SeVb0GV' line Z, w LN56'00'00"W 0 UTIL. MH LOT 2 19.15' 0010 00 wo = M 10 00 0 RIM=104.23 1)m = = 10, > 24"FL9&68�IN 7,016 SQFT to (no 63 OT) N 10'23'28"E A 3 24"FL98-58 0 /0 1 0,161 ACRE to adz 6.41' 0 qili uj 0 (N) EL C. GAS, CAN, jP1 NATURAL .101 uj LANDSCAPE & TE PHONE SERVICE Gaz r - - - - - - Lr Lu Ln S0042'36"E. ARE �x 10 P, 7.88' 259 ujzoaj - --------- - - .00 .01 12. uj> z ,0,-�E) 4" RAL(VIF) co .01 • cc loo, .j 'OAK ss s ss 12' E)SSCO - - - - - - - - - - .01 > 4f (VIF) L J* - w 136.17' uj I I= @ "F1 lul S34!00*00"W 0 of 102 8 r- - - - -------------- ---I / � 25' 0 - - - - - - - LOT : 1 1 # 1 10 2 107,979 SOFT (N) WATER I �v I < (0 183 ACRES w- "I SERVICE WM JURISDICTIO' 101 - AD 101. 2 'Ar' 16"WIILLO 0 - - - - - - - - - % 9 10 100, "OAK 5 10, 10, 1000, JURISDICTIONAL VIF DEPTH OF .00, STORM DRAIN Go Z AND GAS AT 4"SS, DRAINAGE EA IN CROSSINGS V.99.07 0 X Z --�N) 41" ERAL WYE CONN. x 6" INV.98.00(\,AF) Ss SS DRAINAGE > 4" INV.98-17 60'-4"SS �=O.01 5ft/ft SCO EASEMENT 18 SD INV.99.13 Z on 0 VERIFY INVERT IN FIELD CO > E SD M SD CONCRETE COLLAR PER 04, VA .10 "PINE UCS 295 D 0 41 8- S=O. 05 33"-1 8"SD '9705 1 1 tA 0 12 - ;7S=0. 112.08' ui S 0.005 LLJ 2,UC TYP 24x24 DI 1808 DI S3400`00"W Z z UNPAVED PAVEMENT A BASINS RIM102.0 8"SD INV.99.23 uj Z RIM102.0 01 SURFACE AREA %%.60 INV 99.54 INV 99.40 > uj 24" > x < A t .j FIFTH AVENUE UTILITY IMPROVEMENTS u- L SCALE: 1"-10' �r = CLASS 11 A.B. C14 AT 59 R.C. C4 18" MINIMUM UNPAVED SELECT SURFACE LEGEND NATIVE - EXISTING CONTOURS o BACKFILL O.D. + 24" SANITARY SEWER NOTES loo98 (2' INTERVALS) INTERMEDIATE . . . 0- C5 1. NOTIFY THE SAN RAFAEL SANTITATION DISTRICT INSPECTOR 48 HOURS PRIOR TO START OF BACKFILL z CONSTRUCTION AT (415) 485-3194. 00 FINISH GRADE CONTOURS INTERMEDIATE BACKFILL < AT 90% R• x1y &Y xnr D CLASS 11, -Y4* AGG BASE C) CL PROPERTY LINE COMPACT TO 90% 1815 - �CATIN AP JOINT TRENCH NOTES 0 E RELATIVE DENSITY FENCE LAJ FR C,4 ORANGE ANGE WARNING TAPE 1. ELECTRICAL FACIUTIES TO BE INSTALLED ACCORDING TO THE GENERAL NOTES OF THE PGE DRAINAGE FLOWLINE JOINT TRENCH CONFIGURATIONS & OCCUPANCY GUIDE, LATEST EDITION. STORM DRAIN W/ 4gOFESSIp00 TIN2. ALL BEDDING AND BACKFILL IS TO CONFORM TO PGE BACKFILL SAND SPECIFICATION NUMBER 0 N PIPE ZONE BACKnLL C:';.s'`:. -EG4123. r DROP INLET (DI) 0 9 0 CATCH BASIN a Lq CLASS 11, X" AGG BASE 3. INTERMEDIATE BACKFILL SHALL BE ANY SUITABLE NATIVE OR IMPORTED GRANULAR MATERIAL COMPACT TO 90% ':;.4 BACKFILL & j PIPE ZONE BEDDING & BACKFILL, CD RELA11VE COMPAC11ON OR PER UCS 992. RELATIVE COMPACTION SHALL BE AT LEAST 907% EXCEPT UPPER 6 INCHES X 105.22 EXISTING SPOT ELEVATION SHADI CLASS 11, V AGG BASE WHICH SHALL BE 95X X" CRUSHED ROCK COMPACT < COMPACT TO 90% S.D. 0. INV.95.50 INVERT ELEVATION INITIAL M RELATIVE COMPACTION OR CL N4 TO 70% RELATIVE DENSITY 7542kcKFILL LI An is B) 4. TELEPHONE FACIU11ES ARE TO BE INSTALLED PER SPECIFICATIONS TITLED "GUIDELINES FOR No. 12094 INITIAL SEWER LAJ a. X" CRUSHED ROCK COMPACT WATERLINE WATER METER CIVIII6 BA LL LINE AT&T ❑CONDUIr. CLI f 6 BEDDING TO 707, RELATIVE DENSITY n Op (301% Ax 3 c 5. DEPTHS SHOWN ARE MINIMUM ONLY. CONTRACTOR TO DEEPEN AS NECESSARY TO MAKE SANITARY SEWER SHEET it PIPE BEDDING ui Ks o a 3* ;FannIN a a pqp ''M 9/8/2016 SEE PIPE BEDDING REQUIRED SWEEPS WORK AT BOXES AND RISERS. ❑E3 JOINT TRENCH/BOX SCHEDULE ON SD 4.0 Beddina Material'& 18**** STORM DRAIN 6. USE APPROVED PLASTIC PLUGS ON ENDS OF CONDUIT. C4 JOINT TRENCH SECTION 10, , 77 AT&TPTS CONDUIT TYPE " CO BE T E EP T . TELEPHONE CONDUIT SHALL 4NTYPE C OR SCHEDULE 40. 10 0 20" -SEWER TRENCH SECTION NOT TO SCALE TRENCH SECTION 7 - OF 5 NOT TO SCALE NOT TO SCALE SCALE: 1`-- 10' 14137A 1. 2. 3. 4. 5. 6. 40�11 * oo� LEGEND loo----- EXISTING CONTOURS Cg (2' INTERVALS) 100-- FINISH GRADE CONTOURS ---- --- PROPERTY LINE x FENCE DRAINAGE FLOWLINE STORM DRAIN W/ DROP INLET (DI) EIAs CATCH BASIN X 10&22 EXISTING SPOT ELEVATION 20' 0 20' 40' SCALE: l � = 20' EROSION & SEDIMENT CONTROL NOTES THIS PLAN IS INTENDED TO SERVE AS A CONCEPTUAL GUIDE FOR THE INSTALLATION OF EFFECTIVE SITE EROSION AND SEDIMENTATION CONTROL MEASURES. THE EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN SHALL BE MOVED, REVISED AND UPDATED AS NECESSARY IN ORDER TO PROVIDE THE MOST EFFECTIVE SITE PROTECTION. ALL STORM DRAIN INLETS IN THE VICINITY OF EXCAVATION ACTIVITIES SHALL BE PROTECTED. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION AND SEDIMENT CONTROL PRACTICES DURING CONSTRUCTION. CONTRACTOR SHALL SCHEDULE CONSTRUCTION WORK TO AVOID EXCESS EXPOSURE DURING RAIN EVENTS. ALL LOOSE SOIL AND DEBRIS SHALL BE REMOVED FROM THE STREET AREAS UPON STARTING OPERATIONS AND PERIODICALLY THEREAFTER. THE SITE SHALL BE MAINTAINED SO THAT NO SEDIMENT ENTERS THE STORM DRAINAGE SYSTEM. CONTRACTOR SHALL HAVE TOOLS, EQUIPMENT AND MATERIALS TO PROVIDE EROSION CONTROL MEASURES NECESSARY FOR ANY CONSTRUCTION OPERATION ON SITE BEFORE BEGINNING THAT OPERATION. FIBER ROLLS AND/OR SILT FENCES SHALL BE INSTALLED BELOW ALL BARE SOIL AREAS TO PROTECT SEDIMENT FROM LEAVING THE WORK ZONE. 8. 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. 9. ALL SILT CONTAINMENT FEATURES SHALL BE CLEANED AND READY TO FUNCTION AT THE START OF THE RAINY SEASON. INSPECT AFTER EACH SIGNIFICANT RAINFALL EVENT AND DAILY DURING PROLONGED STORM EVENTS. REMOVE SEDIMENT WHEN ACCUMULATIONS REACH ONE THIRD OF THE HEIGHT OF THE BARRIER. 10. ALL VEHICLES ENTERING ONTO A PUBLIC ROADWAY FROM THIS SITE SHALL HAVE CLEAN TIRES. WHEN A WASHING OF TIRES IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH 1 1/2" CRUSHED ROCK WHICH DRAINS INTO A SEDIMENT TRAP. 11. DUST CONTROL -- KEEP ALL SOIL STOCKPILES ADEQUATELY PROTECTED TO PREVENT WIND FROM BLOWING SEDIMENT AND DUST INTO THE ATMOSPHERE BY COVERING STOCKPILES OR BY APPLYING WATER OR OTHER DUST PALLIATIVE. 12. HOUSEKEEPING -- KEEP ALL SOILS AND FILL MATERIAL STORED AT THE CONSTRUCTION SITE IN A CLEAN AND ORDERLY FASHION. DO NOT LET EXCESS SOILS ACCUMULATE ON PAVED OR CONCRETE SURFACES. SWEEP OR CONTAIN EXCESS SOILS AT THE END OF EVERY WORKDAY. EDGE OF PAVEMENT FIN11 f—m—FLOW SPIW 4 —BAw rmvn REMOVE SEDIMENT WHEN FULL 2—BAGS HIGH TTYPICAL PROTECTION FOR INLET ON GRADE NO SCALE 6"MIN. 3" ROCK ENFORCING CLOTH ORIGINAL GRADE TYPICAL SECTION PORARY CONSTRUCTION ENTRANCE NOT TO SCALE 26"VBLLOW — 9— ....� 4 20'OAK POST --.� 6' O.C. MAX. SUPPLEMENT FURNISHED 1� FABRIC ATTACHMENTS j WITH STAPLES AS REQ. 111 SILT FEN FABRIC U ll 3'1 _ —*--POST COMPACTED EARTH = I — 4"x4" TRENCH V ELEVATION V SECTION �x x x.w... SYMBOL (2)SILT FENCE NOT TO SCALE 9 d L r N M LA W Q UZo O�, S Wz °A .aZ W 0� WZoW 9 CLUJJ Z m J0� W >8U3: m O � 00 Z Z LO M zoo t NZ� LLJ V ZW�OZ WZ QWZ =Qo � = t/1 W O W ©J �. N LJ. ME OF 5 14-137A m mO Q Q J 0. J N be t SHEET ME OF 5 14-137A JI City of San Rafael It's Part of the Plan Pollution Prevention t ! t , l � .ar, - r.�. , Make sureYour crews and subs. do the rightjob Runoff from streets and other .paved areas is a major source of pollution in San Francisco Bay. Construction 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 equiP 0 ment Dewatering maintenance & c earring Materials storage & spill cleanup Ton -hazardous materials management ✓ Sand, dirt. and similar materials must be stored at least 10 feet from catch bashes, 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 or work areas with waterl ✓ Recycle all asphalt, cone., and aggregate base material from demolition actinides. be Check d impsters regularly for leaks and to make we they dori t overflow. Rep' or rept leald Pdy- Hazardous materials management ✓ Label all hazardous =Wxials and hazardous wastes (such as pesticides, paints, thnw% solvents, fuet o4 and anmreeze) in dance with City. state, and fid regidations 6e Store materials and wastes in secondary cont and cover them during wet weather. be Folov 3 application instructions for hazardous -materials and be careiut not to use more than nu cessary Do not apply chemicals outdoors when rain is feast wither 24 hours. ✓ Be sure to arrange for to disposal of all mus wastes. Spill prevention and control Keep a stockpile of spill cleanup materials (rags. absodmts, etc.) available 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 rem the gutter. street, or storm drain. Never wash spilled material into a gutter, street, storm drain, or creek! ✓ Report any hazardous materials spills Call City of San Rafael Fire Department, (415)485-3308 be Inspect vehicles and equipment for leaks frequently. Use drip pans to catch leaks until repairs we 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 ✓ If you must clean vehicles or e+cluipment 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 onsite using soaps. solvents, degreasers, steam cleaning equipment, etc. Earthwork & contaminated soils ✓ 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 minimize the flow of silt off the site. ✓ Avoid scheduling earth moving awes during the rainy season if possible. If grading activities during wet weather are allowed in your perm be sure to implement all control measures necessary to prevent erosion. ✓ Mature vegetation is the best form of '--, erosion control Minimize disturbance to existing vegetation whenever possible. ✓ If you disturb a slope during construction, preveiu 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 soil is sect M ✓ 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. operations ✓ Reuse water for dust control, irrigation, or another onsite purpose to the greatest extent: possible. ✓ Be sure to call the City's Stonnwater 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 contamination, testing is' required prior to reuse or discharge of groundwater. Consult with the City Fire Dept to determine what testing to do and to interpret results. Conte groundwater 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 dams 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 finished in one location or at the end of each work day (whichever is sooner!). ✓ If saw cut slurry enters a catch basin. clean it up immediately. Pavina/asphalt work %a ✓ Do not pave during wet weather or when rain is forecast. ✓ Always cover storm drain inlets and man- holes anholes when paving or applying seal coat, -- tack coat, slurry seal, or fog seal. ✓ Place drip pans or absorbent material un- der PSB equipment when not in use. sign.. ✓ 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, storm drains, or creeks. Collect sand and return it to the stockpile. or dispose of it as auk ✓ Do not use water to wash down fresh asphalt concrete pavement Storm drain polluters maybe liable for fines of up to $50o 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 must never reach a storm drain. ✓ Wash out concrete equipment /trucks off-site or designate an on -Mle 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. ✓ If a suitable dirt area is not available, collect the wash water and remove it for O appropriate disposal off site. ✓ Divert water from washing '' j exposed aggregate concrete to a dirt area where it will not run into a gutter, street. or storm drain. If a suitable .. dirt area is not available, ffiter the wash water through hay bales before discharging to a storm drain. Painting 1 ti ✓ Never rinse paint brushes or materials in a gutter or street! ✓ Paint out excess water-based path before rinsing brushes, rollers, or containers in a sink. If you can't 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 o1based paint sludge and unusable thinner as hazardous waste. J Z S9 W ad w <U6 U Zo okn6j�to 0L c•� W�� a ca Z Z �Y me C3 ttn-u v 8 GZ. W UJZOQJ Z m= J G1 a >g °; V 3 1= s o� Z ac 2 a� to CO Z W V e; 0 — oG Z p CL. CO I.. t =)Z kn UJ � W W Z=�Z UJ >WU >Z = Q N U. W m OF 6 14137A I e V! Q N Qo N SHEET OF 6 14137A I